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HomeMy WebLinkAboutD-342620c+) O U R3 CURVE RETURN ELEVATION © FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 24.95', 4 =71 °29'07 ", R =25', T =14.4' POINT STREET STATION OFFSET ELEVATION 1 PC SHATTUCK AVE. 18 +61.53 17.02' RT 26.72' 2 1/4 27.11' ® HOUSER WAY S. 26.75' 3 1/2 O9 HOUSER WAY S. 50 +31.52 26.78' ® 3/4 SHATTUCK AVE. 18 +81.48 4.00' LT 26.73' 5 PT HOUSER WAY S. 50 +27.75 17.33' RT 26.77' SECT.18 T.23N. R.5E. W.M. CONSTRUCTION NOTES: S. 4TH PL. STA 39 +29.21, 21.6' RT O CEMENT CONC. DRIVEWAY ENTRANCE TYPE C BEGIN CEMENT CONC. TRAFFIC CURB 20 SEE DWG RD01 FOR DETAILS AND GUTTER AND SIDEWALK 3O S. 4TH PL . STA 39 +29.21 TYPE 5 SIDEWALK RAMP PER DETAIL ON DWG RD01 /�,\ BEGIN HMA OVERLAY \ o \ 14 TYPE 2A SIDEWALK RAMP PER RENTON STANDARD \ O PLAN DRAWING FO11 S. 4TH PL. R/W CE\\ '� - - -� �- Z 19 CEMENT CONCRETE PEDESTRIAN CURB, SEE DETAIL DWG RD02 MATCH EXISTING "-� z_ - - - -- -U -� n - - -0 PL. - - - - -- ' -- S 4TH SAWCUT CONC. SIDEWALK 8 0 BEGIN DEPRESS ELEVATIONS 1 J J / \ STA 39+60.69, E 3.63' R� 21 MATCH EXISTING PAVEMENT RURB D GU . TTER N SEAL W/ CSS -1 ASPHALT _ 0N,_ o C` > U 1 22 INSTALL RELOCATED HISTORICAL MARKER IN - - - -- a - =� -j2 --A - - - -- q r ` O SIDEWALK PER DIRECTION OF ENGINEER. p p oIji \ \ a- 17 \ S 4TH PL. STA 39 +72.86 2 - - - -- -S LINE- SIN ' 7' % % SST 3 69 5 25 4 T 1 \, HMA PAVING OVERLAY 1 O REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER - - =_ - y� - -- - - _ -. - - - - - - -- - / \ - � 3 AS NEEDED DURING CATCH BASIN INSTALLATION. j t 2 14 K \ I O v __ E N o v I I CL R -3' ( TYP. + 10 -- )VJ \ ` L �- z ` SHATTUCK STA 21 +80.20 SSHATTUCK AVE. R W I - -- - -- BE - - - - - -- - - - - - -- -- - -- _ - � � 1 GIN TRAFFIC ISLAND Ui849 11 ,,A - - - - - - - k v fi r I� SHATTUCK AVE. - 1 ,.� �� v� , , 15 - 4:_0 r 0' 1 0 -- �� - -- - - - - - -- - -- -- -- - - -- - -- - -- - -- - -- -- - -- N a :: - - - - - - - - - - -- - -- �\ - -- 2% � SHATTUCK - ------- - - - - -- Ll 1 23 STA 18 +47.0 O� -- - - - - -- -G2 SIG \ BEGIN TRAFFIC ISLAND 0 22 n 6' �� ,•� � 20' A _ �_ �R =3' (TYP.) - - - _ - z 3 ' q1 \? l - - - - �VdHITE S-11 � IPI` SHATTUCK '�\ \ i ;OI \C. 4 9, STA 21 +21.77, 6' RT SHATTUCA -_ r� +61 -53 1 02' RT- - - - - -. \ \ \ \ O 8 20 BEGIN CEMEAI CONC. TRAFFIC CURB o AND-GUTTER AND SIDEWALK o 0 STA 50 +33.27, 17.98' RT \ v ` % ° \ 0 0 ROUSER WAY S. \ \\ STA 50 +42.77, 17.70' RT END CEMENT CONC. TRAFFIC CURB y AND GUTTER AND SIDEWALK ° HOUSER WAY S. STA 50 +42.77 HOUSER WAY S END PAVEMENT HMA PAVING 14 STA 50 +31.52, 7.06 LT / °oo HOUSER WAY S. CONSTRUCTION -/ HOUSER WAY S. INTERSECTION PLAN Q a I 0 0 0 m i 3 0 FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION © HOUSER WAY S. 50 +42.77 0.00' RT 26.99' O7 HOUSER WAY S. 50 +47.07 6.21' LT 27.11' ® HOUSER WAY S. 50 +33.27 17.48' RT 26.76' O9 HOUSER WAY S. 50 +31.52 6.56' LT 27.01' 10 SHATTUCK AVE. 18 +81.48 4.00' LT 27.64' 11 SHATTUCK AVE. 18 +94.18 4.00' LT 27.77' 12 HOUSER WAY S. 50 +31.70 0.00' RT 26.89' E `o 0 a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 16 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c 6' F DOUBLE= Y�LLC4N \ \ 21 f 0 Q S STA 102 +69.61 /�0 22+00 SHATTUCK STA 22 +33 - I �' 2/ 1 8.00' END HMA PAVING OVERLAY 21 SHATTUCK AVE. 171 -7- ��a ! SHATTUCK STA 21 +21.7Y1 6.00' RT / z END DEPRESSED CURB A GUTTER / w BEGIN TRAFFIC CURB AN GUTTER 0 \ -� C. SIC N � \ ` \, 1 -- - -- - - - -- - -1 �I J \ NON' r - - -- ._\ SHATTUCK STA 21 +22127 20.15' RT 20 \ END TRAFFIC CURB AND GUTTER HOUSER WAY S. STA 50 +48.73, 4.53 LT END CEMENT CONC. TRAFFIC CURB AND GUTTER S. 4TH PL. INTERSECTION PLAN FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION 13 SHATTUCK AVE. 18 +52.00 4.00' LT 27.35' 14 S LINE 100 +37.55 10.53' LT 27.53' 15 S LINE 102 +40.00 12.51' LT 28.77' 16 S LINE 102 +62.00 12.51' LT 28.88' 17 S 4TH PL. 39 +54.26 21.45' RT 27.50' "INSTRUCTION w a� DATE 1, LEGEND CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 D= 342620 NOTES: 1. ALL ELEVATIONS ARE TO FACE OF CURB OR SPOT GRADING ELEVATIONS 10 0 10 20 SCALE IN FEET SORJEYED: RAINIER! '.:AVE S (SR 167) s HAVE, M/1 IMPROVEMENTS PROJECT DESIGNED: 1 it 0' HORIZOMAL NAA 19&9/1891 FlElDB00K: Y.JIANG A CITY OF PHASE 1 PAGE: ` DRAWN: Y.JIANG .0 RENTON SHATTUCK AVE S. STORMWATER BYPASS DRAWING ND: DATUM CHECKED: ATi NE Public Works Dept. INTERSECTION DETAILS , -RD03 R.MEYER IF NOT ONE INCH PPPROVEO: SC4E ACCORDINGLY FED AID NO.: ARRA- 0167(044) sHEEr:20 or: 48 NO. REVISION BY DATE APPR R.MEYER &4Q(0 ac D- 2 7 3 4 2 6