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HomeMy WebLinkAboutR-4214198E a` rc 0 z 0 x 0 c� z z a o x S 0 3 x N0 �mr EEm q�12 �6k g J} ' J ¢ � •, I 5 �� i f s DW-R0l 10+56.55, 19.82' LT 1 DW-R01 10 +67.07, 22.78' LT 75 0 DW-R01 10+53.03,14.83'LT DW-R01 10+63.05, 19.79' LT u_ `) R=2.50' DW-R01 10+39.50 `<� DW-R01 10+63.03, 14.79' LT 0 1 1 TYPE C28 DW-R0110+67.00 10+0.00 DW-R01-LINE _I _ N2200412711W 11+00.00 •I MATCH NEATLY TO EXISTING DW-R0110+00.00 ASPHALT SURFACE GRA 18+07.17 I DW-R01 11+00.00 N: 175007.53 3 E: 1299570.66 DW-R01 10+63.03, 15.02' RT R=2.50' DW-R01 10+63.05, 20.02' RT DW-R01 10+53.03, 15.06' RT 7.5 ...� DW-R01 10+67.07, 23.01' RT 5.5'3.5' DW-R01 10+56.55, 20.05' RT 5 DRIVEWAY DW-R01 PLAN No 35 30 25 20 W SINGLE COMMERCIAL DRIVEWAY 0 0 CD CD 0 0 CD 4 0 � + II + M o II 4 N EXI TING GROUND aN II F(7 F`! D_J >W N DOW 0_J dJ >W OLJ D_J >W >w \ > PROPOSED GROUND 8.11 OOf N N G N N ,D+DD 10+20 DRIVEWAY DW-R01 PROFILE SINGLE COMMERCIAL DRIVEWAY 60% SUBMITTAL R-,WK N BY I AFRO I DATE Q 5 •DW-R02 10+56.55, 19.80, LT 2 cl 7.5' DW -R02 10+67.07, 22.75' LT -� 10+53.03, 14.81' LT DW-R02 10+63.05, 19.77' LT > ^DW-R02 } z R=2.50' - DW-R02 10+63.03, 14.77' LT DW-R02 10+39.50 I 1 TYPE C213 ' •- I DW-R0210+67.00 DW-R02-LINE o.00 N24036' S5"W 11+00.00 10+00.00 " ° • ' MA CH NEATLY TO EXISTING RA 19+76.59 ' ' ASPHALT SURFACE 3 DW-R0211+00.00 N: 175362.90 E: 1299722.13 )N\DW-R02 DW-R02 10+63.03, 15.04' RT R=2.50' DW-R02 10+63.05, 20.04' RT •° 5.5' 8' - 3.5' DW-R02 10+53.03, 15.08' RT DW-R02 10+67.10, 28.03' RT DW-R02 10+56.55, 20OT RT DRIVEWAY DW-R02 PLAN 35 3` 30 3C 25 2' 20 20 W 10+80 11+00 Jacobs SINGLE COMMERCIAL DRIVEWAY 0 n m 0 0 0 0 H m + + o F w EXI TING GROUND + m o N� n Q� FCR aJ >w V FM NN NN / N NN >w > W >w / W > 811% PROPOSED GROUND 35 011 25 20 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R02 PROFILE SINGLE COMMERCIAL DRIVEWAY DESIGNED. WPRMD: A. VILLAR P. ENG �M1'p rp' ,ka DRAW i CWILCOX King County CHECKED RRWECTNO: p.a�a'TIppNAHgAptyy1g S.FORN EN566E18 METRO $4�p0 CHECKED CONTRACiNJ'. METRO PROJECT ENGINEER CXXX%R%XX 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. OCEMENT 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 -1(- FENCE RETAINING WALL 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 C9.01 N 198 XXXX R-4214198