Loading...
HomeMy WebLinkAboutR-4332096N co Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZNO I 0 w i l 0 0 0 co p U 0 N H m co 0 N O M O r) O U U Z_ ry U) O U) J Q 06 m Z i O U) cf) m J O - U O Z N _ Y OLO N o o U BT120-CPP201 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 207+98.14 48.04' RT 24.02 END C&G/END SW/MATCH EX 102 BT120-C-NTC 512+62.11 15.06' LT 25.92 1/2 - FL 1 103 BT120-C-RAINIER 208+00.15 48.77' RT 24.01 END HMA PVMT/MATCH EX 104 BT120-C-NTC 513+22.12 18.94' LT 26.62 1/2 - FL 105 BT120-C-NTC 513+99.01 16.64' LT 27.67 1/2 - FL 106 BT120-C-NTC 511+05.00 39.10' LT 25.21 BEGIN FENCE (TOP OF WALL) 107 BT120-C-NTC 510+93.87 39.91' LT 24.65 PT/BEGIN HMA PVMT 108 BT120-C-NTC 512+58.78 15.00' LT 25.88 PC - FL 109 BT120-C-NTC 512+65.44 15.22' LT 25.96 PT - FL 110 BT120-C-NTC 513+18.79 18.78' LT 26.58 PC - FL 111 BT120-C-NTC 513+25.44 19.00' LT 26.66 PT - FL 112 BT120-C-NTC 513+71.09 18.64' LT 27.26 PC - FL 113 BT120-C-NTC 514+02.81 21.79' LT 28.33 PC - SW 114 BT120-C-NTC 514+07.52 35.33' LT 28.61 AP - SW 115 BT120-C-NTC 510+77.38 22.61' RT 23.87 PC - FL 116 BT120-C-NTC 514+07.74 35.84' LT 29.18 AP - FENCE (TOP OF WALL) 117 BT120-C-NTC 511 +04.94 15.00' RT 24.44 PC - FL 118 BT120-C-NTC 511 +36.76 15.00' RT 24.89 PT - FL 119 BT120-C-NTC 510+87.09 15.01' RT 24.11 PT - FL 121 BT120-C-RAINIER 207+64.59 53.00' RT 23.79 VALLEY GUTTER 122 BT120-C-RAINIER 207+69.48 50.00' RT 23.83 VALLEY GUTTER 123 BT120-C-NTC 513+88.02 16.58' RT 28.19 1/2 - FL 124 BT120-C-NTC 513+74.02 15.77' RT 27.99 PC - FL 125 BT120-C-STC 614+03.32 15.00' LT 28.36 1/2 - FL 126 BT120-C-STC 613+76.79 15.00' LT 28.01 PC - FL 127 BT120-C-RAINIER 206+28.09 48.49' RT 23.49 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 128 BT120-C-NTC 510+80.92 17.14' RT 23.98 1/2 - FL 129 BT120-C-NTC 511 +20.85 15.02' RT 24.79 1/2 - FL 130 BT120-C-STC 610+99.61 39.03' RT 24.66 SW 131 BT 120-C-STC 611 +37.93 46.59' RT 25.28 1/2 - T/C 132 BT120-C-STC 613+50.35 47.06' RT 27.79 PT - T/C 133 BT120-C-STC 611 +55.38 39.50' RT 25.39 PT - T/C 134 BT120-C-STC 613+32.44 39.50' RT 27.69 PC - T/C 135 BT120-C-STC 613+96.66 16.77' RT 28.03 PC - T/C 136 BT120-C-NTC 510+91.82 26.19' LT 24.55 END SW/BEGIN HMA PVMT 137 BT120-C-NTC 510+84.04 57.59' LT 24.59 END SW/MATCH EX 138 BT120-C-RAINIER 206+21.67 57.95' RT 24.04 PT - SW 139 BT120-C-RAINIER 206+26.21 56.22' RT 24.04 1/2 - SW 0 BT120- -ST 6 +62.39 15.48' RT 23.52 - &G/BE DOWELED C 1 141 BT120-C-NTC 510+73.15 24.96' LT 23.74 FL - END C&G/BEGIN DOWELED CURB BT120-CPP201 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 142 BT120-C-RAINIER 206+53.70 53.00' RT 23.46 VALLEY GUTTER 143 BT120-C-RAINIER 206+52.65 54.03' RT 23.45 VALLEY GUTTER 144 BT120-C-RAINIER 206+52.33 50.00' RT 23.46 VALLEY GUTTER 145 BT120-C-RAINIER 206+50.35 51.96' RT 23.46 VALLEY GUTTER 146 BT120-C-STC 612+56.79 31.54' RT 26.59 8" CONCRETE FOUNDATION 147 BT120-C-STC 612+56.80 26.54' RT 26.52 8" CONCRETE FOUNDATION 148 BT120-C-STC 612+75.46 26.56' RT 26.76 8" CONCRETE FOUNDATION 149 BT120-C-STC 612+75.45 31.56' RT 26.84 8" CONCRETE FOUNDATION 150 BT120-C-NTC 511 +84.81 23.45' LT 25.57 PC -SW 151 BT120-C-NTC 511+94.74 24.14' LT 25.72 PRC-SW 152 BT120-C-NTC 512+04.80 25.34' LT 25.87 1/2-SW 153 BT120-C-NTC 512+14.74 26.02' LT 26.01 PT -SW 154 BT120-C-NTC 512+20.74 26.13' LT 26.09 PC -SW 155 BT120-C-NTC 512+30.70 25.83' LT 26.22 1/2-SW 156 BT120-C-NTC 512+40.79 25.01' LT 26.33 PRC-SW 157 BT120-C-NTC 512+50.75 24.70' LT 26.45 PT -SW 158 BT120-C-STC 613+20.79 16.00' RT 27.18 6" CONCRETE FOUNDATION 159 BT120-C-STC 613+20.79 15.50' RT 27.18 6" CONCRETE FOUNDATION 160 BT120-C-STC 613+96.60 17.27' RT 28.03 6" CONCRETE FOUNDATION 161 BT120-C-STC 613+96.53 17.76' RT 28.03 6" CONCRETE FOUNDATION 162 BT120-C-NTC 511 +89.78 23.67' LT 25.64 1/2-SW 163 BT120-C-NTC 512+45.76 24.73' LT 26.39 1/2-SW 164 BT120-C-STC 612+92.10 37.59' RT 27.14 8" CONCRETE FOUNDATION 165 BT120-C-STC 612+95.10 37.59' RT 27.18 8" CONCRETE FOUNDATION 166 BT120-C-STC 612+92.10 34.59' RT 27.10 8" CONCRETE FOUNDATION 167 BT120-C-STC 612+95.10 34.59' RT 27.14 8" CONCRETE FOUNDATION 168 BT120-C-NTC 510+83.86 56.97' LT 24.84 END SW/MATCH EX/BEGIN WALL 169 BT120-C-NTC 514+07.99 36.85' LT 26.14 CHAIN LINK FENCE POST R-433296 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN 4���THR�'I�? Q J NTs STRIDE BUS RAPID TRANSIT gT120-CPS104 DRAWN BY: y �� _ �r��9jf cn1 U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN �� z I rqIDE 1cn J S1-BT120-CPS101-108 BT105 FACILITY ID: CHECKED BY: 4 ®,� �� BRT General Engineering Consultant z LL Nsir CONTRACT No.: CIVIL BT120 22025708 ,11 1 06/13/2025 LBR DP LBR ADDENDUM #1 D. POSTEN °�� ��0 STEg�'O ti�� Sov�T�NRTA/CN 0205-24 SHEET No.: REV: 01 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: SSI0 AL " SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN POINT TABLES 096 1 1No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 H H H T N