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HomeMy WebLinkAboutR-4214201I DW-�(R0661010+41.80, 20.0020.00'' MATCH NEATLY TO EXISTINC .IAT&TI . 10+00.00 S_870 20' 10"E DW-R06 10+00,00 N: 174593.42 E: 1300367.58 DW-RO6 10+41.80, Y LTA I L • _ Y 1`Al111 '� DRIVEWAY DW-R06 PLAN SINGLE COMMERCIAL DRIVEWAY U) w ROB 10+49.80, 20.00' LT zm m a J `- H N-RO6 10+58.30 po I n DW-R06-LINE 11+do.oc 10+49.80, 20.00' RT I 40 1V )5 p 3 v 0 0 + CD � II II II N� N? FM. v y� EXISTING GROUND M n ro > w aw ° >>w >W -�>w >w _— — PROPOSED GROUND )0 3 >5 2 kW a0 K cv i — DW-R07 10+34.16, 5.70' LT 10+00.00 DW-R0710+00.00 N: 162316.32J/ DW-R0710+33.70 E: 1302841.13 DW-R07 10+33.24, 5.70' 475 47C 465 m Q DW-R07 10+64.96, 8.00' LT VA DW-R07-LINE y � I DW-R0710+64.96, 8.00, RT � e I DRIVEWAY DW-R07 PLAN SINGLE RESIDENTIAL DRIVEWAY 10+70.46 TYPE R1 0 w LLILU I ■ w Q 3 = o_ 001 O ^ ri + 0 \ II \ Na \ \ >W rn m O Q tO T C) Q + p O O+ + N O IA fop IIO I10� QO —V Q011p \>w v namm >w >w >w>w -11.97% _ --- .98 1.99% ^ N m el N tp v e y v a e 475 470 465 MIN 10+00 10+20 10+40 10+60 10+80 11+00 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R06 PROFILE DRIVEWAY DW-R07 PROFILE SINGLE COMMERCIAL DRIVEWAY SINGLE RESIDENTIAL DRIVEWAY DESIGNED. APPIRMI), 60% SUBMITTAL Jacobs DA. RAM P. ENG e L9 King County C. WILCOX DNmRm: PN 566EI8 METRO CS. HECKMPN E00588E18R-JWKN BY APPD DATE cNECXm: coxnucrxD. METRO PROJECT ENGINEER CXXXXXXXX GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB, 2. REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 3. REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE RESTORATION DETAILS BEHIND SIDEWALK. 4. REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT AND RIGHT-OF-WAY DETAILS. S. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. CONSTRUCTION NOTES O1 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND I D4.3 3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112 IN. PG 58H-22 OVER 4-IN CSBC. CGONCRETE APPROACH WITH 6-IN. CEMENT CONIC. PAVEMENT OVER 4 3-IN CSBC. (D CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) .. — TEMPORARY CONSTRUCTION EASEMENT �(— FENCE RETAINING WALL N 0' 10, 20' HORIZ SCALE: 1"=10' 0' r 4' VERT SCALE: 1" = 2' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRIVEWAY PLAN & PROFILE NOVEMBER 2021 C9.04 N 201 XXXX R-4214201