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HomeMy WebLinkAboutR-394616r` N 0 N N 0 0 00 0 z 0 z w w U w 0 -. S 2ND ST 52 53 S 2ND ST 54 CURB TRANSITION & CUTTE CURB - -- - A2 2 9<<FJ- CURB TRANSITION 118 119 120 121 c�'�9 GJ`� .`�, � 1 159 160 1 158 zi� 2 0 116 122 GJ� 157 161 162 A2 156 115 �F� 1 170 ° °° STA 53+40.06, 172 1 x °°o°° 171 1 II 117 �2 155 °°o°° 23.16' RT °° 174 ° 173 123 ° °° 4 0 0 © rF)°o°° 167 168 169 0 124 z oz STA 1 , o ,= 25.86' T 05 A2 SIDEWALK TO BE 125 z Q 166 CONSTRUCTED BY 126 � COSMOS DEVELOPMENT- 127 m icao__ 153 � U A2 wE�D N1\\\ w 129 �2 ' Ln 152 48 131 PLAN 2 N ACO 165 0 5 10 20 30 W SCALE IN FEET > a . Z Q x 164 I O SD I ® 150 nI IA2 V4 Of- . NJ Z_ 1L. U NJ SURVEYED: KPG DRAWN BY: i i�� r7na RD DRAWING , CITY OF RENTON MAIN AVENUES DRAWING NO. 1 Interdisciplinary Design � (S 3RD STREET TO MILL AVENUE S) PROJECT NO. 14080 DESIGN BY: hown on this record drawing Public Works Department RECORD DRAWING VS OBP 9 2018 3131 Elliott Ave 2502JeffersonAve -designed components and/orFED AID NO. ---- CHECK BY: Suite 400 Tacoma WA 98402REVISE POINT ELEVATIONS ON SW CORNER KPF OBP 05 12 17 ted components. Information APPROVED FOR CONSTRUCTION DATE: OCT 2016 REVISE POINT ELEVATIONS KPF OBP 03 30 17 PROJ MGR: JF Seattle, WA98121 (253)627-0720 -constructed components was FLOW LINE & SIDEWALK LAYOUT PLAN (206) 286-1640 www.kpg.com others and was not verified. BY: DATE: SHEET NO. 16 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14080SWPLN.dwg FLOW LINE POINTS - SW CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 115 52+25.93 22.00' RT 43.17 MATCH, PC, 10'R 116 52+33.02 19.05' RT 43.45 2 PT 117 52+33.45 18.62' RT 43.47 BEGIN CONC RAMP 118 52+35.11 16.95' RT 43.50 PC, 10'R 119 52+42.20 14.00' RT 43.62 2 PT 120 52+53.45 14.00' RT 43.79 END CONC RAMP 121 52+66.25 14.00' RT 43.88 PC, 20'R 122 15+40.33 19.84' LT 43.99 MIDPOINT 20'R 123 15+26.71 14.01' LT 44.10 BEGIN CONC RAMP 124 15+26.21 14.00' LT 44.09 PT 125 15+20.72 14.00' LT 44.02 PC, 10'R 126 15+13.64 16.93' LT 43.91 PT 127 15+11.50 19.07' LT 43.87 PC, 10'R 128 15+06.72 21.73' LT 43.82 END CONC RAMP 129 15+04.43 22.00' LT 43.81 2 PT 131 14+99.18 22.00' LT 43.78 MATCH FLOW LINE POINTS - SE CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 150 14+70.69 21.95' RT 43.90 MATCH 151 14+80.70 19.00' RT 43.87 AP 152 15+06.70 19.00' RT 43.84 19.00' RT 43.94 BEGIN CONC RAMP 153 15+10.99 PC, 30'R 154 15+26.69 23.44' RT 44.35 END CONC RAMP 155 15+30.71 26.39' RT 44.38 MIDPOINT 30'R 156 53+39.72 20.63' RT 44.48 BEGIN CONC RAMP 157 53+45.12 19.37' RT 44.37 PT 158 53+63.72 16.78' RT 43.99 END CONC RAMP 159 53+76.58 14.99' RT 43.89 PC, 10'R 160 53+85.03 17.82' RT 43.83 1 PT 161 53+86.67 19.46' RT 43.81 PC, 10'R 162 53+93.74 22.39' RT 43.79 1 PT 163 53+98.65 22.39' RT 43.81 MATCH SIDEWALK POINTS - SE CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 164 14+70.83 30.03' RT 44.71 BSW 165 14+83.67 34.50' RT 44.59 BSW 166 15+13.18 42.64' RT 44.69 BSW 167 15+25.68 42.66' RT 44.66 BSW 168 53+52.80 30.00' RT 44.65 BSW 169 53+98.65 30.00' RT 44.53 MATCH 170 53+68.82 18.59' RT 44.48 1 PLANTER 171 53+76.93 17.47' RT 44.42 PLANTER, PC, 7.5'R 172 53+82.82 19.18' RT 44.36 PLANTER 173 53+82.81 21.97' RT 44.38 1 PLANTER 174 53+68.82 21.95' RT 44.54 PLANTER