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 16
HORIZONTAL CONTROL(A4W) HORIZONTAL CONTROL(Al W) HORIZONTAL CONTROL(AtE)
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING I EASTING RADIUS LENGTH TANGENT y w
POB A4W 1D+00.00 1297441.31 3131765.06 POB Al W 10+00 00 1296614 22 3131427-50 POB A1E 10+00 00 1297711.43 3134148 77
PC A4W 10+17 62 1297457.69 3131771.56 PC Al W 11+67.23 1296614 22 3131594 74 PC Al E 13+56 25 1297733 05 31 34504 37 { �'�✓ y
PI A4 W 10+33 92 129747284 3131777.57 $0 00 3217 16.31 PI AlW 12+12 75 1296614 22 3131640 26 6000 7788 4552 PI Al E 13+61 56 1297733 38 3134509 67 500 1 8.16 1 531 \_�
PT A4W 10+49 79 129748915 3131777.17 PT AlW 12+45 11 1296658 06 3131652 52 PT Al E 13+64 41 1297728.06 3134509 67 o n;
PC A4 W 11+34.89 1297574 22 3131775.09 PC AlW 13+35 38 1296744 99 3131676.83 POE Al E 13+78 25 1297714 22 1134509 67
PI A4lW 11+46 31 1297585 63 3131774.81 8000 2268 11.42 PI AlW 13+43.80 1296753 09 3131679 10 6000 1673 842 VERTICAL CONTROL(A1 E)
PT A4W 11+5757 1297596.51 3131771.35 PRC AlW 13+5211 129676027 3131683.51 POINTSTATION ELEVATION TANGENT GRADE TANGENT LENGTH o
PC A4W 11+86.72 1297624.29 3131762 51 PI Al W 13+60 44 1296767 36 3131687 88 60.00 1656 833 POB Ai E 10+00.00 4861.17
A PI A4W 12+17 56 1297653.68 3131753.17 80 00 58.86 30 83 PT Al W 13+68 67 1296775.38 3131690.15 > Lu x
PT A4W 12+45.58 1297681.73 3131765 96 PC Al W 14+22 02 1296826 72 3131704.67 POE Al E 13+78.25 4861 09 -0 02% 378.25 a w u
¢ y
PC A4W 12+51 D6 1297686 72 3131768.23 PI AlW 14+30 34 1296834.72 3131706.93 6000 16.54 832 SEE DWG CL-04 TOE OF BANK
w
PI A4W 12+86 31 1297718 79 3131782 86 150.00 69.24 35.25 PT AlW 14+38 56 1296843.05 3131706.93 m
PT A4W 13+20 30 1297740.99 313181023 PC AlW 14+62 81 1296867.30 3131706 93
PC A4W 13+56 16 1297763.58 3131838.08 PI AlW 14+83 41 1 1296887 90 3131706.93 120 DO 4079 2059
PI A4W 14+00.38 1297791.44 3131872.43 1%w 86.01 44.22 PT Al W 15+0360 1296907.31 3131713.80 HORIZONTAL CONTROL(A2E) o
PT A4W14+42.17 1297796.20 313191639 PC AlW15+5865 1296959.21 3131732,15 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT a o
PC A4W 15+45 23 12978D7.32 3132018.85 PI AlW 15+79 46 1296978.83 3131739.09 12000 41.21 2081 POB A2E 10+00.00 1297746 66 3134537 41 ¢
PI A4W 15+76.24 1297810.66 3132049 68 3D0.00 61.80 31.01 PT AlW 15+99 86 1296999 64 3131739.02 PC A2E 10+26.12 1297752 84 3134562 79 YO
PT A4W 16+07.03 12978D7.63 3132090 54 PC AlW 19+84 56 1297384.33 3131737.66 PI A2E 10+86.74 1297767.19 3134621 69 30000 119.63 60.62 O 0
PC A4W 18+09.41 129T787.83 3132281 95 PI AlW 19+98 74 1297398.52 3131737.61 40.00 2726 1418 PT A2E 11+45 75 1297803 28 3134670 39 ¢
PI A4W 18+22.12 1297786.59 3132294 60 100.00 25.29 1272 PT AlW 20+11 82 1297409.57 3131746.50 PC A2E 12+78.76 1297882 46 3134777 26 =�
PT A4W 18+34.70 1297788 55 3132307.17 PC AI W 20+41.50 1297432.68 3131765.12 PI A2E 13+01.08 1297895 75 3134795 19 200 00 44.46 22 32 w
POE A4W 16+90 65 129779719 3132362 44 PI Al W 20+43 16 1287433.97 3131766 16 6100 331 166 PT A2E 13+23 21 1297904 76 3134815 61 z rc 0
PT Al W 20+44 81 1297435.20 3131767 27 POE A2E 13+68 69 1297923 51 31348M 14 O Y w r
VERTICAL CONTROL(A4W) PC AlW 21+92 08 1297544.72 3131865 73 T
POINTSTATION ELEVATION TANGENT GRADE TANGENT LENGTH PI At W 22+05 25 1297554.51 3131874 54 80.00 26 11 13 17 VERTICAL CONTROL(A2E w O z.
POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH z
POB I A4W 10+D000 1 4863.01 PT AlW 22+1819 1297560.97 3131ON 02 POB A2E 10+OD.00 485847 =LLc
POE I A4W 18+90.65 1 4862.99 0.00% 1 M65 PC AlW 22+50 53 1297576.81 3131914.20 PVI A 11+05.51 4857.75 -0 68% 105.51 Z a W
SEE DWG CL-03 EXST GROUND PI Al W 23+27 7 t 1297674.34 3731880.96 40000 151 33 76.58 pVl A2E 12+87.65 4856 O7 -096% 182.14 0".
0
PT AlW 24+01 85 1297CI I 3132056 85 PVI A2E 13+54.61 4856.54 0 79% 6696 2 i i
POE Al W 25+34 40 128764225 3132188.21
POE A2E 13+69.69 4856.73 1 27% 15.09 �3
�U
HORIZONTAL CONTROL(A2W) VERTICAL CONTROL(A1W) SEE DWG CL-04 TOE OF BANK K z�
B POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTHrc
z a
POB A2W 10+00 00 1296852.65 3131668,78 POB AlW 10+00.00 486569 tLj
PC A2W 11+0226 1296948.94 313170321 PVI AlW 11+8203 4864.60 -0.60% 18203 r i
PI A2W 11+3541 129698016 3131714.37 200.00 65.71 33.16 PVI AlW 12+05.46 4861.83 095% 2343 HORIZONTAL CONTROL(A4E) U�O
w
PT A2W 11+6797 1297013.31 3131714.86 PVI AlW 12+09.87 486507 5.43% 441 POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT 4 IF
Lu o�
PC A2W 15+41 54 1297386.84 3131720.40 PVI A1W 12+1267 4865.94 31.07% 280 POB A4E 10+00.00 129772586 313453446 o f0
PI A2W 15+6053 129740583 3131720.68 100.00 3754 18.99 PM AlW 12+14.56 406588 -3.26% 1,89 PC A4E 10+0/83 128772761 313453497 z g Ot:
PT A2W 15+79 08 1 1297423 40 1 3131727.91 PVI Al W 12+17.65 486658 22.91% 309 PI A4E 10+10 86 1297736 28 3134537 50 1500 16.26 9.03 O N LL a
PC A2W 16+3717 1297477.13 3131750.01 PM AlW 12+19.68 486622 -17.75% 203 PT A4E 10+1809 129773810 3134546 35 z 0 zz
PI A2W 16+47 79 1297486.95 3131754.04 1 50.00 20.92 10.62 PVI AlW 12+24.43 486638 3.41% 476 PC A4E 10+52A2 1297745 09 3134580 37 1pi
PT A2W 16+58 10 1297497.56 3131753.74 1 PVI AlW 12+31.53 486527 -15.68% 710 PI A4E 10+61 48 1297746 84 3134588 85 10000 17.28 866 III POE A2W 17+17 95 1297557 38 3131752.05 PVI AlW 12+51.43 48006 -1.08% 1990 PT A4E 10+70 10 1297750 01 3134596 91
PVI AlW 12+58 69 4864.78 -3.90% 7.26 PC A4E 11+27.74 1297771 15 3134650 53 O z
VERTICAL CONTROL(A2W) PVI Al W 13+39 56 486488 0.12% 80.86 PI A4E 11+33.88 1297773 40 3134656 24 10000 1226 6.14 y
PVI A1W 13+68.67 4866.02 3.93% 29.11 PT A4E 11+40.00 129777634 3134661 63 ow
PO TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH m
POB A2W 10+00 00 4861.92 PVI A1W 14+2202 486610 015% 1 53.35 PC A4E 13+4230 129787299 313483935 �o
PVI AlW 14+33.58 4865.84 -226% 1157 PI A4E 13+47.08 1297875 28 3134843 55 10 00 8 92 4 78 o
POE A2W 17+17.95 486098 -0.13% 717.40 zg
PM Al W 14+46.07 4865.29 -4.42% 12.49 PT A4E 13+51.22 1297879 98 3134844.41 rn
SEE DWG CL-03 TOE OF BANK PVI AlW 14+97.98 486200 -0 33% 51.91 PC A4E 13+62.11 1297890.70 3134846 36 U O D zo
PI aA4E 1377 97 p O80PVI A1W 20+2402 486385 6.81% 34.27 7PM AtW 19+89.75 4861.51 -010% 491.77 9 9796
PT A4E 13 8
PVI A1W 21+0405 486460 094% 90.03 POE A4E 13+91.35 129791275 313486376 rn 3 wN
POE A1W 25+3440 4864.74 003% 430.35 rn w F'x'
HORIZONTAL CONTROL(A3W) VERTICAL CONTROL(A4E) 0 OIIT
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT SEE DWG CL-03 TOE OF BANK POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH w
C POB A3W 10+00.00 1296566.70 313142523 POB A4E 10+00.00 486103
PC A3W 11+83 09 1296570.10 3131608.30 PM A4E 11+26 18 486097 -0.05% 126.18
PI A3W 12+41 88 1296571.19 3131667.07 80.00 101.39 58.78 HORIZONTAL CONTROL(1-15) PVI A4E 11+46 78 486134 1.82% 20.60 d1l0
PT A3W 12+8449 1296627.60 3131683.59 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PVI A4E 13+4262 4860.99 -018% 195.84 0
PC A3W 15+07 57 1296841 70 313174627 POB H570*0000 1288011.21 313408145 PIA A4E 13+73 89 485829 -8 62% 31.27 = w
O �
PI A3W 15+16.97 1296850.72 3131748.91 500.00 18.79 9.40 PC H5 13+42 33 129799129 3134423 20 1 POE A4E 13+91 35 4857.99 -1 72% 17.45 IG rc
PT A3W 15+26 37 1296859.63 3131751.89 PI H513+62 12 1297990.14 3134442.96 5000 3769 1979 SEE DWG CL-04 TOP OF BANK
PC A3W 16+29 48 1296957.44 3131784.57 PT H5 13+80 02 1298002 82 3134458 15 U
PI A3W 16+45 42 1296972 55 3131789.61 100.00 3160 15.93 z
PC H514+1533 1288025.45 3134485.26 Q
PT A3W 16+6108 1296988.48 3131789.72 PI H514+2946 1290034.51 313449611 20.00 2460 1413 K
PC A3W 20+6259 1297389.98 313179229 PT H514+3993 1296047.76 313449120 z U)
PI A3W 20+7012 1297397.51 3131792.34 20.DO 14A2 7.54 IOC H514+93.31 1288097.81 373447264 y J
PT A3W 20+77 00 129740315 3131797.35 PI H5 15+04 25 1298108.06 3134468.84 80 00 2173 1093 o m
PC A3W 22+02 30 1297496.75 3131880.65 PT H5 15+15 05 1298116.92 3134462 43 ¢ J Q
PI A3W 22+12 65 1297504.47 3131887.53 10000 20.61 10.34 PC H5 16+10 86 1298194.52 3134406 24 1?
PT A3W 22+22 92 1297510.63 3131895.84 PI H5 16+18 07 1298200.37 3134402 01 20.00 1385 721 U LIJ J
PC A3W 22+87 81 1297549 25 3131947.89 PT H5 16+24 70 1298207 56 3134402 49 w Z
PI A3W 23+0701 1297560.68 3131963.42 100.00 37.94 19.20 PC HS16+4778 1298230.59 3134404,00 K Lu
PT A3W 23+25 75 1297565 58 3131981-98 PI HS 16+65 76 1298248 54 3134405.18 8000 35.38 17
516+8316 98 Oz.
ZPOE A3W 25+1689 1297614.36 31321680 POE H516+9269 1298272.58 341856 ;
VERTICAL CONTROL(A3W (♦n--
r U Z
POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH VERTICAL CONTROL(H5) ¢ W
POB A3W 10+00.00 4875.07 1 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH rn
PVI A3W 15+9866 487451 -0.42% 516.89 POB F510+00.00 4856.97 z
D PVI A3W 16+65.24 487479 0.43% 66.58 PVI H5 11+5316 4856.78 -012% 15316 (,)
PVI A3W22+28.78 487500 0.04% 563.54 PVI F513+00.92 485583 -065% 14775 w O
PVI A3W 22+44.48 487500 0.01% 1569 PVI F513+07.73 4855.23 -867% 6.82 D: 0
PVI A3W 22+66.28 487395 4.81% 21 BD PVI F513+50.92 4855.01 -053% 43.19 Z
PVI A3W 23+05.22 487284 -285% 38.94 PVI H5 13+85.47 4855 51 1.45% 34.55 O
POE A3W 25+16.34 487289 0.02% 21112 PVI F5 14+24 57 485469 -209% 3910 VERIFY SCALE
PA F5 15+25.04 485523 0.54% 100.47 ~
SEE DWG CL-03 TOP OF BANK BAR IS ONE INCH ON C)
PVI H515+47.77 4856.37 060% 2273 ORIGINAL DRAWING
PVI F5 15+67.78 485483 -273% 20.00 B 1'
POE 115 16+9269 4854 96 010% 124.91 DATE JULY 2016 F-
SEE DWG CL-04 EXST GROUND PROJ 653819 In
DWG G-017 O
SHEET 17 of l03 V
$PWURL SPWPATH FILENAME:SSR-FD-G-017.dgn PLOT DATE:20W07\29 PLOT TIME:6:12:44 AM