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A • B • C • D • E • F * G • H
<br /> Ethilail....2BADEJ2A1/1 FINISH GRADE DATA fttusa.....asAuf.L.QATA
<br /> ANGLE PT. ANGLE PT. ANGLE PT.
<br /> NO.I I STATION OFFSET ELEVATION DESCRIPTION NO.I I STATION OFFSET ELEVATION DESCRIPTION NO.r----1 STATION OFFSET ELEVATION DESCRIPTION
<br /> Fl "SITE_BL" 205+84.48 82.29' RT 58.36 END OF CONCRETE RAMP F79 "El" 33+31.15 106.50' LT 59.73
<br /> F157 "El" 31+50.00 21.00' LT 56.66
<br /> I • F2 "SITE_BL" 205+84.48 94.29' RT 58.55 END OF CONCRETE RAMP F80 "El" 33+29.92 101.82' LT 59.78 F158 "E3" 100+01.28 21.00' LT 59.01
<br /> F3 "SITE_BL" 206+02.18 82.50' RT 59.90 SE BLDG. CORNER F81 "El" 33+56.31 _ 87.17' LT 59.44 SW BLDG. CORNER F159 "E3" 100+24.47 21.04' LT 59.46
<br /> F4 "SITE_BL" 206+02.18 64.53' RT 59.90 SW BLDG. CORNER F82 "El" 33+56.31 47.20' LT 58.79 SE BLDG. CORNER F160 "E3" 100+24.46 35.49' LT 59.74
<br /> F5 SITE_BL" 206+60.48 64.53' RT 59.90 NW BLDG. CORNER F83 "El" 33+75.61 47.20' LT 58.79 NE BLDG. CORNER F161 "E3" 100+01.28 35.44' LT 59.29
<br /> F6 "SITE_BL" 206+60.48 82.50' RT , 59.90 NE BLDG. CORNER F84 "El" 33+75.61 87.17' LT 59.44 NW BLDG. CORNER
<br /> F162 "E3" 100+91.36 20.51' LT 59.34
<br /> F7 "SITE_BL" 206+72.98 67.91' RT 59.50 BACK OF RAMP
<br /> F85 "El" 33+96.46 95.00' LT 59.11 F163 "E3" 100+95.56 20.51' LT 58.78
<br /> •
<br /> F8 "SITE_BL" 207+79.48 67.91 RT 59.52 BACK OF RAMP F86 "El" 33+96.46 70.17' LT 58.69 F164 "E3" 100+95.56 26.51 LT 59.22
<br /> F9 "SITE_BL" 207+90.48 66.90 RT 59.90 F87 "El" 35+08.94 95.00' LT 60.11 F165 "E3" 101+02.50 20.51 LT 58.67
<br /> F10 "SITE_BL" 207+90.52 66.25' RT 59.90 SW BLDG. CORNER F88 "El" 34+02.94 31.50' RT 57.69 GRADE BREAK F166 "E3" 101+02.50 26.51' LT 59.01
<br /> Fl 1 "SITE_BL" 207+90.52 77.55' RT 59.90 SE BLDG. CORNER F89 "El" 33+07.24 0.00' 58.18 F167 "E3" 101+09.43 20.51' LT 58.57
<br /> F12 "SITE_BL" 208+01.15 77.55' RT 59.90 NE BLDG. CORNER F90 "El" 31+91.86 31.00' RT 57.95 F168 I "E3' 101+09.43 26.51' LT 58.80
<br /> F13 "SITE_BL" 208+01.15 66.25' RT 59.90 NW BLDG. CORNER F91 "El" 31+68.25 23.00' RT 57.12 F169 "E3" 101+14.30 20.51' LT 58.81
<br /> F14 "SITE_BL" 207+85.48 66.90 RT 59.70 F92 "El" 31+68.25 31.00' RT 57.28 F170 "El" 31+73.27 15.00' LT 56.64 TOP OF CROSSWALK
<br /> F15 "SITE_BL" 207+33.98 67.91' RT 59.50 BACK OF RAMP F93 "El" 31+66.40 47.27' RT MATCH EXIST. F171 "El" 31+83.27 15.00' LT 56.83 TOP OF CROSSWALK
<br /> Fl 6 "SITE_BL" 208+00.48 66.13' RT 1 59.90 F94 "El" 31+42.98 47.43' RT MATCH EXIST. F172 I "El" 31+83.27 17.00' RT 56.83 TOP OF CROSSWALK
<br /> F17 "SITE_BL" 208+00.48 61.90' RT 59.85 F95 "El" 31+32.25 31.00' RT 56.45 F173 "El" 31+73.27 17.00' RT 56.64 TOP OF CROSSWALK 2
<br /> F18 "SITE_BL" 208+05.48 61.90' RT 59.83 F96 "El" 31+32.25 23.00' RT 56.29 F174 "SITE_BL" 207+60.48 86.9' RT MATCH EXIST. BACK OF RAMP
<br /> F19 "SITE_BL" 208+05.48 46.27' RT 59.71 F97 "El" 30+71.92 23.03' RT 55.45 F175 "SITE_BL" 207+80.48 86.90' RT 60.01 BACK OF RAMP
<br /> F20 "SITE_BL" 208+00.48 46.27' RT 59.70 F98 "El" 30+73.40 31.00' RT 55.63 F176 "H" 1008+33.81 21.34' LT MATCH EXIST. END OF ASPHALT RAMP
<br /> F21 "SITE_BL" 208+00.48 41.27' RT 59.65 F99 "El" 30+48.35 63.97' RT 55.94 F177 "H" 1008+33.81 0.00' MATCH EXIST. BEGIN OVERLAY
<br /> F22 "SITE_BL' 208+05.48 41.27 RT 59.67 F100 "El" 35+75.94 31.50' RT 59.42 GRADE BREAK F178 "H" 1009+01.68 0.00' MATCH EXIST. END OVERLAY
<br /> F23 "SITE_BL" 208+05.48 25.63' RT 59.56 F101 "El" 35+75.94 31.50' LT 59.42 GRADE BREAK Fl 79 "E3" 100+33.21 35.54' LT 59.91
<br /> F24 "SITE_BL" 208+00.48 25.63' RT 59.52 F102 "El" 37+19.44 95.00' LT 59.43 F180 "E3" 100+01.28 29.00' LT 59.16
<br /> F25 "SITE_BL" 208+00.48 20.63 RT 59.73 F103 "El" 37+54.81 95.00' LT 59.35 F181 "SITE_BL" 206+85.48 71.90RT MATCH EXIST. SW CORNER OF CONC. PAD
<br /> •
<br /> F26 "SITE_BL" 208+05.48 20.63' RT 59.77 F104 "El" 37+37.31 31.50' LT 57.81 GRADE BREAK F182 "SITE_BL" 206+85.48 86.90' RT MATCH EXIST. SE CORNER OF CONC. PAD
<br /> F27 "SITE_BL" 208+05.48 5.00' RT 60.38F105 "El" 37+37.31 31.50' RT 57.81 GRADE BREAK F183 "SITE_BL" 207+75.48 86.90 RT MATCH EXIST. NE CORNER OF CONC. PAD
<br /> _ ___ __ ___ _
<br /> F28 "SITE_BL" 208+05.48 5.00' LT 60.48 F106 "El" 38+39.71 73.62' RT 58.83 F184 "SITE_BL" 207+75.48 71.90' RT MATCH EXIST. NW CORNER OF CONC. PAD
<br /> F29 "SITE_BL" 208+05.48 19.52' LT 60.85 F107 "El" 38+49.51 73.57' RT 58.85 F185 "El" 33+56.46 10650' LT 59.42
<br /> F30 "SITE_BL" 208+00.48 19.52' LT - F108 "El" 39+23.94 73.57' RT. 59.34 F186 "El" 33+76.46 106.50' LT 59.31
<br /> F31 "SITE_BL" 208+00.48 24.52' LT - F109 "El" 39+36.25 73.81' RT 59.41 F187 "El" 33+96.46 106.50' LT 59.34
<br /> F32 "SITE_BL" 208+05.48 24.52' LT 60.97 F110 "El" 39+68.34 73.97' RT 59.45
<br /> F33 "SITE_BL" 208+05.48 39.04' LT 61.34 Fill "El" 39+85.55 73.97' RT 59.43
<br /> F34 "SITE_BL" 208+00.48 39.04' LT - F112 "El" 40+01.91 74.08' RT 59.31
<br /> F35 "SITE_BL" 208+00.48 44.04' LT - F113 "El" 40+09.57 74.10' RT 59.25
<br /> F36 "SITE_BL" 208+05.48 44.04' LT 61.46 F114 "El" 39+62.53 31.50' RT 60.06 GRADE BREAK
<br /> F37 "SITE_BL" 208+05.48 57.04' LT 61.79 F115 "El" 39+68.32 31.50' LT 60.12 GRADE BREAK .
<br /> F38 "SITE_BL" 208+00.48 57.04' LT 61.83 F116 "El" 39+30.31 95.00' LT 60.39
<br /> F39 "SITE_BL"_208+00.48 61.89' LT MATCH EXIST. BACK OF EXIST. SIDEWALK F117 "El" 39+38.31 95.00' LT 60.44
<br /> F40 "SITE_BL" 208+20.48 62.55' LT MATCH EXIST. BACK OF EXIST. SIDEWALK F118 "El" 30+37.01 75.43' RT MATCH EXIST.
<br /> F41 "SITE_BL" 208+20.48 57.04' LT 61.66 F119 "El" 30+50.50 71.68' RT MATCH EXIST.
<br /> F42 "SITE_BL" 208+20.48 5.00' LT 60.60 _
<br /> F120 "El" 40+22.38 70.08' RT 59.31
<br /> F43 "SITE_BL" 208+25.48 5.00' RT 60.53 F121 "El" 40+29.05 70.05' RT 59.29
<br /> •
<br /> F44 "SITE_BL" 208+25.48 20.63' RT 59.92 F122 "El" 40+51.31 31.50' RT 59.29
<br /> ____
<br /> F45 "SITE_BL" 208+40.48 20.63' RT • 59.60 F123 "El" 40+51.31 31.50' LT 59.29
<br /> F46 "SITE_BL" 208+40.48 26.93' RT • 59.73 F124 "El" 41+13.81 95.00' LT 60.33
<br /> F47 "SITE_BL" 208+44.79 26.93' RT 59.73 NW BLDG. CORNER F125 "El" 41+42.07 95.00' LT 60.49
<br /> F48 "SITE_BL" 208+25.48 26.93' RT 59.73 SW BLDG. CORNER F126 "El" 41+49.07 106.50' LT 60.75
<br /> F49 "SITE_BL" 208+25.48 66.90' RT 59.73 SE BLDG. CORNER F127 "El" 41+49.07 88.55' LT 60.39
<br /> F50 "SITE_BL" 208+44.79 66.90' RT 59.73 NE BLDG. CORNER
<br /> F128 "El" 42+84.07 88.55' LT 61.20
<br /> F51 "SITE_BL" 208+65.5 66.9' RT MATCH EXIST. F129 "El" 41+49.07 3.21' RT 59.88 _
<br /> F52 "El" 30+11.80 49.50' LT MATCH EXIST. F130 "E2" 59+06.79 20.50' LT 60.24
<br /> F53 "El" 31+00.25 21.00' LT 55.85 F131 "E2" 59+27.32 20.50' LT 60.65 4
<br /> -
<br /> F54 "El" 31+20.25 21.00' LT 56.11 F132 "E2" 59+24.42 25.50' RT 60.46
<br /> Li.
<br /> 6 F55 "El" 30+23.56 44.44' LT 55.44 F133 "H" 1008+39.33 27.03' LT 59.41
<br /> F56 "El" 30+43.81 29.00' LT 55.28 F134 "H" 1008+33.72 26.84' LT MATCH EXIST. END OF ASPHALT RAMP
<br /> F57 "El" 30+21.45 52.15' LT MATCH EXIST. F135 "H" 1009+01.73 27.45' LT MATCH EXIST. BACK OF SIDEWALK
<br /> 1
<br /> < F58 "El" 30+23.56 44.44' LT 55.45 F136 "E2" 60+00.68 20.50' LT 60.38
<br /> 0
<br /> .--. F59 "El" 30+68.25 21.00' LT 55.44 F137 "El" 33+29.95 31.50' RT 58.42
<br /> F60 "El" 30+88.25 21.00' LT 55.70 F138 "El" 38+52.02 63.00' LT 58.96
<br /> d F61 "El" 30+92.25 29.00' LT 55.91 F139 "E3" 100+24.93 32.61' LT 59.69
<br /> F62 "El" 30+92.25 32.22' LT 55.92 F140 "E3" 100+27.06 32.98' LT 59.75 •
<br /> 0
<br /> 1 F63 "El" 31+20.25 40.21' LT MATCH EXIST. F141 "E3" 100+35.14 36.85' LT 59.98
<br /> in
<br /> F64 "El" 31+20.25 29.00' LT 56.27 F142 , "E3" 100+40.46 41.99' LT 60.19 •
<br /> F65 "El" 31+24.25 29.00' LT 56.33 F143 "E3" 100+42.07 44.06' LT 60.26
<br /> F66 "El" 31+24.25 40.03' LT MATCH EXIST. F144 "E3" 100+46.39 51.17' LT 60.48
<br /> 0
<br /> 0, F67 "El" 31+60.25 21.00' LT 56.92 F145 "E3" 100+47.67 _ 53.80' LT _ 60.56
<br /> 1 F68 "El" 33+25.81 86.17' LT 59.78 F146 "El" 33+56.46 97.82' LT 59.33
<br /> ' F69 "E3" 100+28.05 28.44' LT 59.67 F147 "El" 33+76.46 97.82' LT 59.22
<br /> F70 "E3" 100+33.68 34.04' LT 59.89 F148 "El" 33+96.46 82.17' LT 58.89
<br /> F71 "E3" 100+40.83 23.89' LT 59.83 F149 "El" 33+96.46 86.17' LT 58.96 5
<br /> .t.,' F72 "E3" 100+45.30 32.78' LT 60.07 F150 "El" 34+13.44 97.82' LT 59.00
<br /> I?, F73 "E3" 100+53.76 ' 27.73' LT 60.09 F151 "El" 34+13.44 101.82' LT 59.08
<br /> F74 "E3" 100+56.16 38.79' LT 60.29 F152 "E2" 60+06.06 20.50' LT 60.33
<br /> . F75 "El" 33+29.49 97.82' LT 59.82 SW BLDG. CORNER F153 "E2" 60+46.06 30.50' LT 60.03
<br /> F76 "El" 33+29.49 86.52' LT 59.82 SE BLDG. CORNER F154 "H" 1008+83.52 35.52' LT 59.390
<br /> ,,,,,
<br /> < F77 "El'1 33+40.13 86.52' LT 59.82 NE BLDG. CORNER F155 "El" 30+52.06 29.00' LT 55.40 ,,..,.
<br /> _
<br /> F78 "El" 33+40.13 97.82' LT 59.82 NW BLDG. CORNERF156 "El" 30+52.06 43.20' LT MATCH EXIST.
<br /> _.
<br /> 8 BY
<br /> i , DATE ....,--
<br /> o
<br /> I i vir w-w ......
<br /> 8 BID DOCUMENTS - MARCH 15, 2007 Designed By: • Scale: Drawing No.:
<br />, .- .., YI 'VP. .4_,.CANitt, SOUNDER COMMUTER RAIL
<br />, > N/A
<br /> EVERETT STATION
<br /> j
<br /> Drawn By: .. ft, ,, 1%C, . 1 Filename:
<br /> 4* M."-": dilif C-51 0
<br /> , MY .-% .. ' ' INCA ENGINEERS INC. C-505__C-510.DWG PHASE 2
<br /> 400 112th Avenuehaviv....E.,..e4
<br /> 8 Checked By: 1, ' '.1* Bellevue, WA 98004 Contract No.: EVERETT,WASHINGTON Sheet No.: Rev.:
<br /> P.6 14133 (425) 635-1 000 SOUNDTRABSIT
<br /> M Y W 4V)4', RTA/CP 21-06 FINISH GRADE
<br /> 8
<br /> . 'IONM.' ' Submitted: 30
<br /> Approved By: Date: Approved: Date: Date:
<br /> No. MYW
<br /> '''') Date B Chk. A... Revisions EXPIRES: 09/09/2007 8-23-02 ANGLE POINT DATA TABLES
<br /> _,...„... ._ ,.. ., ._ - _._,,.._,....., , . _ _ , _ .._ ..,_. , ,,,,.,_ ., ...,_.‘,....,i,,„...,._,,,,......., , ,____ ____, . __. .., .„ _.. r' ,...,.,, _,,, --•'-.' ,• • ' . • , • .- ,,'- , ..,,,• ,', _, ,,, ,j,,.•,.,,,,,,,,, J. , _..,.'.. ,.__ i••-.,..,,..,,... .1•
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