Loading...
HomeMy WebLinkAboutR-4332098N co Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 0 w i l 0 0 0 co p U 0 N_ H m co 0 N M 0 r) O U U Z_ ry 0 U) O U) J Q 06 m Z i O U) cf) m J O - U �< o Z N _ V L O L o (.0 U L4A BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 191 BT120-C-STC 611 +76.32 246.11' RT 27.86 AP - T/C 192 BT120-C-STC 611 +73.73 237.49' RT 27.86 AP - T/C 193 BT120-C-STC 611 +58.42 242.08' RT 27.29 PC - T/C 194 BT120-C-STC 611+54.65 238.45' RT 27.22 PRC - T/C 195 BT120-C-STC 611 +63.18 231.03' RT 27.62 PT - T/C 196 BT120-C-STC 611 +71.12 187.74' RT 27.52 AP - T/C 197 BT120-C-STC 611 +88.12 188.19' RT 28.10 PC - T/C 198 BT120-C-STC 611+91.04 191.27' RT 28.18 PT - T/C 199 BT120-C-STC 611+90.94 194.99' RT 28.23 PC - T/C 200 BT120-C-STC 611 +82.10 204.66' RT 28.15 PT - T/C 201 BT120-C-STC 611 +62.03 207.00' RT 27.48 PC - T/C 202 BT120-C-STC 611+51.40 200.25' RT 26.93 PRC - T/C 203 BT120-C-STC 611 +54.32 196.30' RT 26.94 PT - T/C 204 BT120-C-STC 611 +70.89 196.74' RT 27.54 AP - T/C 205 BT120-C-STC 611 +30.39 63.84' RT 25.18 PC - T/C 206 BT120-C-STC 611 +29.66 91.12' RT 25.03 PC - T/C 207 BT120-C-STC 611 +26.98 94.02' RT 24.80 PT - T/C 208 BT120-C-STC 611+09.59 93.59' RT 25.14 AP - T/C 209 BT120-C-STC 611 +06.92 194.55' RT 25.81 AP - T/C 210 BT120-C-STC 611 +23.18 194.98' RT 25.91 PC - T/C 211 BT120-C-STC 611 +25.88 199.09' RT 25.94 PRC - T/C 212 BT120-C-STC 611+14.89 208.25' RT 26.03 PT - T/C 213 BT120-C-RAINIER 204+39.36 62.86' RT 25.49 AP - T/C/BEGIN HMA PVMT 214 BT120-C-RAINIER 204+06.22 63.14' RT ??? AP - T/C/MATCH EX 215 BT120-C-RAINIER 204+06.13 91.00' RT 26.14 PC - T/C 216 BT120-C-RAINIER 203+92.61 105.44' RT 26.28 PRC - T/C 217 BT120-C-RAINIER 203+88.59 102.62' RT 26.29 PT - T/C 218 BT120-C-RAINIER 203+87.81 85.76' RT 26.37 AP - T/C 219 BT120-C-RAINIER 204+45.97 63.08' RT 25.37 BEGIN CURB/MATCH EX 220 BT120-C-RAINIER 204+45.71 54.92' RT 25.25 AP/MATCH EX 221 BT120-C-RAINIER 204+46.78 55.17' RT 25.24 PC - SW 222 BT120-C-RAINIER 204+70.03 57.86' RT 25.00 PT - SW 223 BT120-C-RAINIER 205+09.96 57.87' RT 24.70 PC - SW 224 BT120-C-RAINIER 203+98.26 62.94' RT 25.78 BEGIN CURB/MATCH EX 225 BT120-C-STC 613+91.79 152.60' RT 28.01 PT - T/C 226 BT120-C-STC 613+87.81 141.39' RT 28.13 PC -T/C 227 BT120-C-STC 613+89.88 107.84' RT 28.04 PT - T/C 228 BT120-C-STC 613+93.08 92.23' RT 28.00 PC - T/C 229 BT 120-C-STC 611 +21.43 205.39' RT 25.49 1/2 - T/C 230 BT120-C-RAINIER 204+02.34 100.32' RT 25.81 1/2 - T/C 231 BT120-C-STC 611+72.49 60.50' RT 25.21 AP - T/C 232 BT120-C-STC 613+15.54 60.50' RT 27.42 AP - T/C 233 BT120-C-RAINIER 205+86.12 49.49' RT 23.59 BEGIN HMA PVMT/BEGIN C&G/MATCH X AI N I E R 204+39.9 79.56' R 25.75 BE W 235 BT120-C-STC 613+88.78 148.76' RT 28.07 1/2 - T/C 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: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 236 BT120-C-STC 613+90.97 99.72' RT 28.02 1/2 - T/C 237 BT120-C-STC 613+12.07 125.32' RT 27.83 BEGIN CURB 238 BT120-C-STC 613+11.96 129.56' RT 27.87 AP CURB 239 BT120-C-STC 613+11.57 125.31' RT 27.83 END CURB 240 BT120-C-STC 613+14.14 127.50' RT 27.85 AP CURB 241 BT120-C-STC 613+11.46 129.55' RT 27.87 AP CURB 242 BT120-C-STC 612+88.00 80.50' RT 27.21 ADA STALL 243 BT120-C-STC 612+88.53 60.54' RT 27.07 ADA STALL 244 BT120-C-STC 611 +98.97 80.50' RT 26.14 ADA STALL 245 BT120-C-STC 611 +99.50 60.54' RT 25.85 ADA STALL 246 BT120-C-STC 612+39.72 107.10' RT 27.33 BOLLARD 247 BT120-C-STC 612+45.94 107.10' RT 27.38 BOLLARD 248 BT120-C-STC 612+36.88 194.45' RT 29.32 BOLLARD 249 BT120-C-STC 612+43.08 194.62' RT 29.32 BOLLARD 250 BT120-C-STC 612+39.64 226.12' RT 29.60 BOLLARD 251 BT120-C-STC 612+45.59 224.34' RT 29.57 BOLLARD 252 BT120-C-STC 612+40.85 62.60' RT 26.44 BOLLARD 253 BT120-C-STC 612+47.06 62.60' RT 26.53 BOLLARD 254 BT120-C-STC 612+40.45 77.90' RT 26.52 BOLLARD 255 BT120-C-STC 612+46.66 77.90' RT 26.61 BOLLARD 256 BT120-C-STC 613+76.20 182.44' RT 27.54 END SW Quj J sr)?IDE �M)l_ cn W J Z) 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-433298 DEVELOPMENT ENGINEERING C, msippo 11 /25/2025 DRAWING No.: BT120-CPS106 FACILITY ID: BT120 SHEET No.: REV: 098 1 co N T N qqt CU H H "k T N co co N O O O N Q J