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HomeMy WebLinkAboutR-4332093N Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 I 0 w ®R 00 0 0 U) n U 0 N H m U) CD N 0 co It CD 0 75 O U U Z_ ry 0 Q U) O U) J Q 06 � m ::) I O U) c/) m J O - U o O N z `Y >y LO o U BT120-CPP101 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 200+27.63 87.37' RT 27.77 CEMENT CONCRETE PAVEMENT 102 BT120-C-RAINIER 200+35.68 74.10' RT - - - -27.80 - - - -CEMENTORETE PAVEME T CNC 103 BT120-C-RAINIER 200+46.37 71.48' RT 27.68 HMA OVERLAY 104 BT120-C-RAINIER 200+66.32 25.43' RT 28.83 HMA OVERLAY 105 BT120-C-RAINIER 201+30.57 36.54' RT 28.94 HMA OVERLAY 106 BT120-C-RAINIER 201+30.17 25.68' RT 29.23 HMA OVERLAY 107 BT120-C-RAINIER 201+30.33 27.36' RT 29.18 HMA PAVEMENT 108 BT120-C-RAINIER 201+30.44 32.86' RT 29.03 HMA PAVEMENT 109 BT120-C-RAINIER 200+95.13 28.07' RT 29.02 HMA PAVEMENT 110 BT120-C-RAINIER 200+97.62 33.52' RT 28.87 HMA PAVEMENT 13 BT120-C-RAINIER 200+48.36 80.03' RT 27.54 HMA PAVEMENT 114 BT120-C-RAINIER 201+05.96 36.55' RT 28.82 HMA OVERLAY 115 BT120-C-RAINIER 201+05.97 52.89' RT 28.29 HMA OVERLAY 116 BT120-C-RAINIER 200+66.36 50.65' RT 28.17 HMA OVERLAY BT120-CPP103 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 209+82.67 1.72' LT 25.27 AP - FL 102 BT120-C-RAINIER 210+85.39 12.99' LT 25.55 END C&G AND PVMT/MATCH EX 103 BT120-C-RAINIER 208+60.30 0.30' LT 25.19 AP - FL 104 BT120-C-RAINIER 208+94.81 1.36' LT 25.21 AP - FL 105 BT120-C-RAINIER 209+33.45 1.78' LT 25.24 AP - FL 106 BT120-C-RAINIER 210+85.35 12.19' LT 26.05 BOC/MATCH EX 107 BT120-C-RAINIER 211+49.42 6.65' LT 26.44 LANDSCAPE 108 BT120-C-RAINIER 211+49.08 0.70' RT 26.77 LANDSCAPE 165 BT120-C-RAINIER 208+3311 .38 �[4;R-T� 24.11 LE�N[H1MVA,,,PVMT/MATCH EX 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS C G BT120-CPP102 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 205+45.03 38.88' LT 26.74 BEGIN C&G/MATCH EX 102 BT120-C-RAINIER 205+66.24 40.21' LT 27.03 BEGIN SW 103 BT120-C-RAINIER 207+77.07 12.24' RT 24.96 1 /2 - FL 104 BT120-C-RAINIER 207+75.14 3.30' RT 25.04 1/2 - FL 105 BT120-C-RAINIER 206+13.48 82.43' LT 26.00 END SW 106 BT120-C-RAINIER 206+31.82 96.08' LT 25.73 PT - FL 107 BT120-C-RAINIER 207+00.28 133.79' LT 24.91 END C&G AND OVERLAY/MATCH EX 108 BT120-C-RAINIER 206+94.28 42.36' LT 26.01 END HMA PVMT/BEGIN OVERLAY/CEMENT CONCRETE PVMT 109 BT120-C-RAINIER 205+66.97 62.37' LT 26.98 BEGIN SW/MATCH EX 110 BT120-C-RAINIER 206+05.82 95.59' LT 26.13 END SW/MATCH EX 111 BT120-C-RAINIER 207+32.46 43.22' LT 25.68 AP - END OVERLAY/BEGIN CEMENT CONCRETE PVMT 112 BT120-C-RAINIER 206+26.51 6.14' LT 25.23 END OVERLAY/END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 113 BT120-C-RAINIER 206+87.04 98.81' LT 25.56 PC - FL 114 BT120-C-RAINIER 206+93.39 92.69' LT 25.42 PRC - FL 115 BT120-C-RAINIER 206+91.46 80.48' LT 25.51 PT - FL 116 BT120-C-RAINIER 206+91.95 86.67' LT 25.50 FL - FL 117 BT120-C-RAINIER 206+14.16 5.87' LT 25.18 END OVERLAY/BEGIN HMA PVMT 118 BT120-C-RAINIER 206+92.10 98.16' LT 25.48 FL 119 BT120-C-RAINIER 207+41.70 43.68' LT 25.72 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 120 BT120-C-RAINIER 206+77.63 42.12' LT 26.04 BEGIN HMA PVMT/CEMENT CONCRETE PVMT 121 BT120-C-RAINIER 207+74.90 44.54' LT 25.62 END CEMENT CONCRETE PVMT/MATCH EX 122 BT120-C-RAINIER 207+14.93 83.55' LT 25.36 END HMA PVMT 123 B -C-RAINIER +01 1 .25' 25.05 END HRIA PVMT 124 BT120-C-RAINIER 205+44.99 34.46' LT 26.57 BEGIN HMA PVMT/MATCH EX 125 BT120-C-RAINIER 206+25.68 37.38' LT 26.31 END HMA PVMT/END OVERLAY/BEGIN CEMENT CONCRETE PVMT 127 BT120-C-RAINIER 205+86.96 13.36' RT 25.16 BEGIN HMA PVMT 128 BT120-C-RAINIER +76.66 2.51' RT 25.05 EM CO RETE P 129 BT120-C-RAINIER 207+74.78 4.97' RT 25.02 PT - FL 130 BT120-C-RAINIER 207+76.24 11.05' RT 24.98 PC - FL 131 BT120-C-RAINIER 207+78.49 12.57' RT 24.95 PT - FL 13 BT -C- I N I +8 3 11' 4. F D C M O TE PV E A PVMT 133 BT120-C-RAINIER 208+33.31 3.35' RT 25.24 FL/END HMA PVMT 134 BT120-C-RAIN R 205+44.38 0.01' LT 25.37 GIN OVERLAY/MATCH EX 135 BT120-C-RAINIER 206+28.07 13.42' RT 24.62 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 136 BT120-C-RAINIER 207+22.23 89.76' LT 25.55 END OVERLAY/MATCH EX 137 BT120-C-RAINIER 207+76.15 10.61' LT 25.31 AP - END CEMENT CONCRETE PVMT 138 BT120-C-RAINIER 206+25.58 40.87' LT 26.44 END OVERLAY/BEGIN CEMENT CONCRETE PVMT 139 BT120-C-RAINIER 206+14.22 3.87' LT 25.14 END OVERLAY/BEGIN HMA PVMT 140 BT120-C-RAINIER 206+26.57 4.14' LT 25.15 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 141 BT120-C-RAINIER 207+92.04 1.99' RT 25.08 AP - FL 142 BT120-C-RAINIER 208+17.15 1.05' RT 25.14 AP - FL Q J .9r)?IDE F)l Z D �_ co J -i BRT General Engineering Consultant z SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CPS101-108 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING PLAN POINT TABLES R-433293 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CPS101 FACILITY ID: BT120 SHEET No.: REV: 093 1 C'7 N N O O N CU H H H N d C'7 C'7 N O O O N Q J