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HomeMy WebLinkAboutR-4332095N C'7 Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 I w ®R 00 0 0 U) n U 0 N_ H m U) CD N co It CD r) 75 O U U Z ry 0 U� U) O U) J Q 06 � CO� I O U) c/) m J O - U o O N z `Y >y LO o U BT120-CPP106 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 147 BT120-C-LAKE 402+32.01 37.40' RT 25.65 END LANDSCAPE/MATCH EX 148 BT120-C-LAKE 402+28.91 38.45' RT 25.69 END LANDSCAPE/MATCH EX 149 BT120-C-LAKE 402+26.24 27.14' RT 25.72 AP 150 BT120-C-LAKE 402+23.27 28.24' RT 25.76 BEGIN LANDSCAPE/MATCH EX 151 BT120-C-LAKE 402+21.87 23.15' RT 25.77 BEGIN LANDSCAPE/MATCH EX 152 BT120-C-LAKE 404+24.44 38.22' LT 27.53 CHAIN LINK FENCE POST 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: D. POSTEN APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS BT120-CPP106 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-LAKE 402+03.60 12.95' RT 25.57 AP/MATCH EX 102 BT120-C-LAKE 402+78.45 14.00' LT 25.22 END HMA PVMT/ BEGIN CEMENT CONCRETE PVMT 103 BT120-C-LAKE 402+48.58 27.47' LT 25.63 1/2 - SW 104 BT120-C-LAKE 402+78.45 15.00' LT 25.70 END C&G/BEGIN DOWELED CURB 105 BT120-C-LAKE 403+04.45 40.72' LT 26.61 PT - SW 106 BT120-C-LAKE 405+04.00 24.46' LT 25.99 END OVERLAY/MATCH EX 107 BT120-C-LAKE 405+04.14 22.94' RT 26.02 END OVERLAY/MATCH EX 108 BT120-C-LAKE 404+97.66 22.28' RT 26.00 END OVERLAY/MATCH EX 109 BT120-C-LAKE 404+28.88 21.25' LT 26.14 PRC/END DOWELED CURB/BEGIN C&G 110 BT120-C-LAKE 404+49.44 25.49' LT 25.97 PRC -FL 111 BT120-C-LAKE 404+48.90 40.97' LT 26.70 1/2 - SW 112 BT120-C-LAKE 404+86.26 54.85' LT * END SW AND C&G/MATCH EX 113 BT120-C-LAKE 404+97.99 46.42' LT 25.86 END OVERLAY/MATCH EX 114 BT120-C-LAKE 404+87.66 54.21' LT END OVERLAY/END HMA PVMT/MATCH EX 115 BT120-C-LAKE 404+06.92 14.79' RT 26.14 END DOWELED CURB/BEGIN C&G 116 BT120-C-LAKE 404+97.60 23.68' RT 26.46 END C&G/MATCH EX 117 BT120-C-LAKE 404+49.81 29.02' LT 26.51 PRC - SW 118 BT120-C-LAKE 402+36.23 28.70' LT 25.62 PC - SW 119 BT120-C-LAKE 402+60.95 28.28' LT 25.64 PT -SW 120 BT120-C-LAKE 402+82.58 31.67' LT 26.13 PC - SW 121 BT120-C-LAKE 402+86.70 32.00' LT 26.22 PT -SW 122 BT120-C-LAKE 404+24.18 37.00' LT 28.02 END RETAINING WALL/END FENCE 123 BT120-C-LAKE 404+06.92 0.00' RT 25.92 END CEMENT CONCRETE PVMT /BEGIN HMA PVMT 124 BT120-C-LAKE 404+31.74 0.01' LT 26.04 END CEMENT CONCRETE PVMT /BEGIN HMA PVMT 125 BT120-C-LAKE 402+78.45 14.82' RT 25.11 BEGIN CEMENT CONCRETE PVMT/BEGIN DOWELED CURB/MATCH EX 126 BT120-C-LAKE 402+84.63 31.92' LT 26.18 1/2 - SW 127 BT120-C-LAKE 402+81.30 39.57' LT 26.18 PC - SW 128 BT120-C-LAKE 402+83.99 39.89' LT 26.24 1/2 - SW 129 BT120-C-LAKE 402+86.69 40.00' LT 26.30 PT - SW 130 BT120-C-LAKE 403+02.15 43.96' LT 26.61 END REMOVABLE FENCE 131 BT120-C-LAKE 402+33.56 42.81' LT 25.72 AP - REMOVABLE FENCE 132 BT120-C-LAKE 402+08.70 68.94' LT 26.16 AP - REMOVABLE FENCE 133 BT120-C-LAKE 402+04.52 59.09' LT 25.77 1/2 - FL 134 BT120-C-LAKE 402+38.66 36.48' LT 25.58 PC - SW 135 BT120-C-LAKE 402+48.80 35.47' LT 25.63 1/2 - SW 136 BT120-C-LAKE 402+58.98 36.13' LT 25.68 PT - SW 137 BT120-C-LAKE 404+30.76 37.63' LT 26.83 PC - SW 138 BT120-C-LAKE 402+78.45 0.00' RT 25.50 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT/MATCH EX 139 BT120-C-LAKE 404+06.93 13.79' RT 25.68 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 140 BT120-C-LAKE 404+29.03 20.27' LT 26.13 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 141 BT120-C-LAKE 402+20.57 21.49' RT 25.28 BEGIN C&G/MATCH EX 142 BT120-C-LAKE 402+41.30 15.63' RT 24.94 END C&G/MATCH EX 143 BT120-C-LAKE 402+38.43 26.32' RT 25.65 END CEMENT CONCRETE SW/MATCH EX 144 BT120-C-LAKE 402+30.14 28.56' RT 25.66 BEGIN CEMENT CONCRETE SW/MATCH EX 145 BT120-C-LAKE 402+16.38 7.64' RT 25.66 AP - HMA PAVEMENT 146 BT120-C-LAKE 402+39.10 1.82' RT 25.39 AP - HMA PAVEMENT * LIMITS OF SURVEY DID NOT EXTEND TO THESE POINTS. ENSURE THAT SIDEWALK RAMP AND LANDING MEET ADA STANDARDS. SCALE: NTs STRIDE BUS RAPID TRANSIT < -i MrV-w 0 FILENAME: SOUTH RENTON TRANSIT CENTER co 4Sr)?IDE co F)l w J S1-BT120-CPS101-108 BT105 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: CIVIL RTA/CN 0205-24 PAVING PLAN DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 POINT TABLES R-433295 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING No.: BT120-CPS103 FACILITY ID: BT120 SHEET No.: REV: 095 1 C'7 N T N O O N CU H H H N d C'7 C'7 N O O O N Q J