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HomeMy WebLinkAboutR-4332097N co Xrefs: M xBRT-CUD05-TB S 1-BT120-CPP2 I S1-BT120-CPP1 O I 0 w is 0 0 a U 6 N_ m 'o N CO c� 0 z w _ U) X w I (D w Z °6 w m = I �00 � m O a Q M � � Z N Y - O C L U BT120-CPP202 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 NTC 514+07.56 21.30' LT 28.40 PT - SW 102 NTC 514+25.18 15.00' LT 28.06 PT - FL 103 NTC 514+02.03 15.77' RT 28.36 PT - FL 104 STC 614+29.85 15.05' LT 29.34 PT - FL 105 STC 614+06.69 32.88' RT 28.13 PT - T/C 106 STC 617+89.89 21.01' RT 26.98 1/2 - FL 107 STC 617+86.30 26.24' RT 27.32 T/C - END TRANSITION/BEGIN DOWELED CURB 108 STC 617+95.91 19.00' RT 27.48 PT - T/C 109 STC 617+85.97 31.50' RT 26.78 PC - FL/END ROLLED CURB/BEGIN TRANSITION 110 STC 617+19.32 19.00' RT 27.99 PC - FL 111 STC 616+82.79 19.00' RT 28.46 PT - FL 112 STC 616+49.57 42.99' RT 29.01 PC - FL 113 STC 617+46.79 28.33' RT 27.46 1/2 - FL 114 STC 614+04.57 22.44' RT 27.65 1/2 - T/C 115 STC 616+62.30 25.63' RT 28.76 1/2 - FL 116 STC 616+68.64 37.00' LT 29.86 8" CONCRETE FOUNDATION 117 STC 616+87.31 37.00' LT 29.62 8" CONCRETE FOUNDATION 118 STC 616+68.64 32.00' LT 29.91 8" CONCRETE FOUNDATION 119 STC 616+87.31 32.00' LT 29.67 8" CONCRETE FOUNDATION 120 NTC 515+06.76 21.47' LT 29.75 PC -SW 121 NTC 515+17.42 22.04' LT 29.85 PRC-SW 122 NTC 515+26.90 23.05' LT 29.92 1/2-SW 123 NTC 515+37.43 23.62' LT 29.97 PT -SW 124 NTC 515+43.43 23.62' LT 29.97 PC -SW 125 NTC 515+54.90 22.98' LT 29.94 1/2-SW 126 NTC 515+62.53 22.10' LT 29.89 PRC-SW 127 NTC 515+73.88 21.45' LT 29.80 PT -SW 128 NTC 515+12.09 21.61' LT 29.80 1/2-SW 129 NTC 515+68.19 21.62' LT 29.84 1/2-SW DEVELOPMENT ENGINEERING AArO msippoO%ILLl 11 /25/2025 W BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 STC 613+57.43 65.16' RT 27.89 PT - T/C 102 STC 613+54.73 167.35' RT 27.40 END TRAFFIC CURB/BEGIN C&G 103 STC 613+65.51 236.84' RT 27.35 1/2 - SW 104 STC 613+72.41 235.68' RT 27.24 1/2 - SW 105 STC 613+61.40 226.23' RT 27.41 END TRAFFIC CURB/BEGIN C&G 106 STC 613+71.85 230.38' RT 27.28 PC - SW 107 STC 613+73.62 240.87' RT 27.21 PT - SW 108 STC 613+64.86 230.68' RT 27.38 PC - SW 109 STC 613+66.92 242.88' RT 27.32 PT - SW 110 STC 612+48.49 80.50' RT 27.15 BEGIN TRAFFIC CURB - T/C 111 STC 612+49.01 60.00' RT 26.88 AP - T/C 112 STC 613+15.69 60.00' RT 27.92 PC - T/C 113 STC 613+39.17 76.41' RT 27.89 PRC - T/C 114 STC 613+36.37 80.50' RT 27.87 PT - T/C 115 STC 613+18.09 80.50' RT 27.82 PC - T/C 116 STC 613+15.09 77.42' RT 27.81 PT - T/C 117 STC 612+38.50 80.43' RT 26.77 BEGIN TRAFFIC CURB - T/C 118 STC 612+39.01 60.00' RT 26.90 AP - T/C 119 STC 611 +70.88 60.00' RT 25.73 PC - T/C 120 STC 611 +45.98 82.53' RT 25.03 PT - T/C 121 STC 611+50.76 85.52' RT 25.46 PRC -T/C 122 STC 611 +65.78 80.50' RT 25.75 PT - T/C 123 STC 611 +69.04 80.50' RT 25.83 PC - T/C 124 STC 611 +72.04 77.58' RT 25.87 PT - T/C 125 STC 611 +63.06 104.50' RT 26.12 PC - T/C 126 STC 611 +83.06 104.50' RT 26.62 PC - T/C 127 STC 611 +91.88 109.77' RT 26.94 PRC - T/C 128 STC 611 +89.15 114.19' RT 26.96 PT - T/C 129 STC 611 +57.34 113.35' RT 26.15 PT - T/C 130 STC 611+55.00 108.57' RT 26.00 PRC - T/C 131 STC 612+37.85 104.50' RT 27.75 AP - T/C 132 STC 612+27.08 104.50' RT 27.59 PC - T/C 133 STC 612+17.73 110.96' RT 27.60 PRC - T/C 134 STC 612+20.46 115.02' RT 27.74 PT - T/C 135 STC 612+37.06 115.46' RT 28.00 AP - T/C 136 STC 612+35.10 189.43' RT 29.69 AP - T/C 137 STC 612+18.60 188.99' RT 29.08 PC - T/C 138 STC 612+15.71 193.03' RT 29.08 PRC - T/C 139 STC 612+26.25 199.52' RT 29.61 PT - T/C 140 STC 612+35.36 198.45' RT 29.92 AP - T/C 141 STC 612+47.85 104.50' RT 27.84 AP - T/C 142 STC 612+58.09 104.50' RT 27.97 PC - T/C 143 STC 612+67.91 112.63' RT 28.26 PRC - T/C 144 STC 612+64.89 116.19' RT 28.30 PT - T/C 145 STC 612+48.05 115.75' RT 28.09 AP - T/C BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 146 STC 612+46.34 180.72' RT 29.50 AP - T/C 147 STC 612+63.33 181.17' RT 29.23 PC - T/C 148 STC 612+66.25 184.25' RT 29.25 PT - T/C 149 STC 612+66.20 186.22' RT 29.29 PC - T/C 150 STC 612+57.36 195.89' RT 29.65 PT - T/C 151 STC 612+45.40 197.28' RT 29.87 AP - T/C 152 STC 613+02.11 104.50' RT 28.12 PC - T/C 153 STC 613+22.11 104.50' RT 28.09 PC - T/C 154 STC 613+32.11 114.76' RT 28.20 PRC - T/C 155 STC 613+29.03 117.89' RT 28.24 PT - T/C 156 STC 612+95.05 116.99' RT 28.27 PT - T/C 157 STC 612+92.13 113.77' RT 28.24 PRC - T/C 158 STC 613+10.55 173.42' RT 28.80 AP - T/C 159 STC 613+27.55 173.87' RT 28.65 PC - T/C 160 STC 613+30.47 176.95' RT 28.64 PT - T/C 161 STC 613+30.42 178.74' RT 28.64 PC - T/C 162 STC 613+21.58 188.41' RT 28.75 PT - T/C 163 STC 613+01.51 190.75' RT 28.93 PC - T/C 164 STC 612+92.34 186.80' RT 29.00 PRC - T/C 165 STC 612+94.83 182.01' RT 28.96 PC - T/C 166 STC 613+10.31 182.42' RT 28.83 AP - T/C 167 STC 613+03.39 214.69' RT 28.95 PT - T/C 168 STC 613+23.56 212.34' RT 28.50 PC - T/C 169 STC 613+34.30 219.40' RT 28.20 PT - T/C 170 STC 613+35.51 223.45' RT 28.14 PC - T/C 171 STC 613+33.50 227.18' RT 28.17 PT - T/C 172 STC 613+17.22 232.06' RT 28.51 AP - T/C 173 STC 613+14.63 223.44' RT 28.63 AP - T/C 174 STC 612+98.45 228.29' RT 28.98 PC - T/C 175 STC 612+94.61 225.76' RT 29.08 PRC - T/C 176 STC 612+46.66 221.30' RT 30.08 AP - T/C 177 STC 612+59.01 219.86' RT 29.86 PC - T/C 178 STC 612+68.14 223.76' RT 29.69 PRC - T/C 179 STC 612+66.61 228.44' RT 29.72 PT - T/C 180 STC 612+50.74 233.20' RT 30.00 AP - T/C 181 STC 612+36.57 222.48' RT 30.14 AP - T/C 182 STC 612+40.21 236.36' RT 30.04 AP - T/C 183 STC 612+23.92 241.24' RT 29.44 PC - T/C 184 STC 612+20.19 239.22' RT 29.34 PT - T/C 185 STC 612+19.31 236.31' RT 29.36 PC - T/C 186 STC 612+27.74 223.50' RT 29.81 PT - T/C 187 STC 611 +83.35 228.68' RT 28.31 PC - T/C 188 STC 611 +94.09 235.74' RT 28.55 PT - T/C 189 STC 611 +94.61 237.49' RT 28.54 PC - T/C 190 STC 611 +92.60 241.23' RT 28.41 PT - T/C R-433297 I DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �1�FTHR�� Q J NTs STRIDE BUS RAPID TRANSIT BT120-CPS105 DRAWN BY: y �� I��q� U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN ,� z w S1-BT120-CPS101-108 BT105 FACILITY ID: I SrqIDE ICHECKED BY: ®� BRT General Engineering Consultant Z CONTRACT No.: BT105 22025708 SOUNDTRANSIT CIVIL RTA/CN 0205-24 SHEET No.: REV: L. GILBERT o��s�IpNAL ������ SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: 097 0 No. DATE DSN CHK APP REVISION L. REDMAN 12/10/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 112/10/2024 POINT TABLES H H H T N