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Home My WebLink AboutTED4003426.20• u 0 0 ry U i m I i 0 Q U U 0 Cn i U ry i CD z w 0 Q 0 Cn z Q I- 0 0 i .. U) 0 R3 CURVE RETURN ELEVATION @ FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 24.95', A=71 °29'07", R=25', T=14.4' POINT STREET STATION OFFSET ELEVATION 10 PC SHATTUCK AVE. 18+61.53 17.02' RT 26.72' 20 1 /4 26.75' 30 1/2 26.78' ® 3/4 26.73' O PT HOUSER WAY S. 50+27.75 17.33' RT 26.77' -6 --1 R=3'(TYP.) SHATTUCK AVE. R/W SHATTUCK AVE. 1g+oo II � SHATTUCK i STA 18+47.00 ■ QSHATTUCK STA 18+61.53, 17.02' RT BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER AND SIDEWALK goo HOUSER WAY S. STA 50+33.27, 17.98' RT H OU SER WAY S. STA 50+ 42.77, 17.70' RT END CEMENT CONC. TRAFFIC CURB AND GUTTER AND SIDEWALK HOUSER WAY S. CONSTRUCTION HOUSER WAY S. INTERSECTION PLAN FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION © HOUSER WAY S. 50+42.77 0.00' RT 26.99' 70 HOUSER WAY S. 50+47.07 6.21' LT 27.11' ® HOUSER WAY S. 50+33.27 17.48' RT 26.76' �9 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' �W. MEyL DMJM HARRIS AECOM °� Al-� _7 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 10 0029998 PHONE: (425) 454-5600 FAX: (425) 454-0220°�IST� 1� SECT.18 T.23N. S. 4TH PL. STA 39+14.5, 26.5' RT BEGIN SIDEWALK `v/ A- ,n 19 R . 5 E . W. M . CONSTRUCTION NOTES: S. 4TH PL. STA 39+29.21, 21.5'- RT �� Z 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C - -- -- 20 O - SEE DWG RD01 FOR DETAILS BEGIN CEMENT CONC. TRAFFIC CURBO AND GUTTER S. 4THPL. STA 39+23.7 TYPE 5 SIDEWALK RAMP PER DETAIL ON DWG RD01 - - - 21 - BEGIN HMA OVERLAY O TYPE 2A SIDEWALK RAMP PER RENTON STANDARD S. 4TH PL. STA 39+44.0, 22.3' LT 20 14 PLAN DRAWING F011 x BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER AND SIDEWALK ' S 4TH PL. � 19 CEMENT CONCRETE PEDESTRIAN CURB, SEE DETAIL STA 39+4 21. 5' RT / \ S 4TH PL. DWG RD02 BEGIN DEP SEED CURB AND GUTTER STA 39+53.5, 22.4' LT BEGIN DEPRESSED CURB 1, GUTTER 20 MATCH EXISTING S. 4TH PL. R/W S 4TH PL. STA 39+61.99, 22.46' L 14 SAWCUT 21 MATCH EXISTING PAVEMENT ELEVATIONS 9 17 �� S 4TH PL. SEAL W/ CSS-1 ASPHALT ` ' INSTALL RELOCATED HISTORICAL MARKER IN STA 39+73.18, -24.3L_T -_ END DEPRESSED CURB & GUTTER22 SIDEWALK PER DIRECTION OF ENGINEER. N S 4TH P . 14 ::'� / REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER ,, ' STA 39+ 9.28, 22.8 RT AS NEEDED DURING CATCH BASIN INSTALLATION. 18 19 6' 15 10a 2% 6' - - � - 20' Z SHATTUCK STA 21 +21.77, 6' RT o 8' HOUSER WAY S. STA 50+48.73, 4.53 LT END CEMENT CONC. TRAFFIC CURB AND GUTTER 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+46.89 21. 5' RT 27.72 18 S 4TH PL. 39+60.82 23.15' RT 27.91 APPROVED FOR CONSTRUCTION CITY OF RENTON No m REVISION o- 0 - • - 1-02 9 . 4 S STA 102+69.61 2 � SHATTUCK STA 21+21. �'��-.00_' RT END DEPRESSED CURB BEGIN TRAFFIC CURB A GUTTER UTTER SHATTUCK STA 21+80.20 IN TRAFFIC ISLAND n SHATTUCK STA 21+93.9, 22.1' LT 20 END CEMENT CONC. TRAFFIC CURB AND GUTTER AND SIDEWALK R=3' (TYP.) 8' 22+ 00 8.00' SHATTUCK AVE. STA 21 +47, 21 R BEGIN CEMENT CONC TRAFFIC CURB -+-GUTTER SHATTUCK STA 21 +22.27,-_20._1-5' RT_ 20 END TRAFFIC CURB AND GUTTER S. 4TH PL. INTERSECTION PLAN R4 CURVE RETURN ELEVATION @ FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 32.62', A 74°45'20", R=25', T=19.1' POINT STREET STATION OFFSET ELEVATION 19 PC S. 4th PLACE 39+63.98 22.47' LT 27.40' �0 1 /4 27.50' 21 1 /2 27.59' 3/4 27.68' PT SHATTUCK AVE. 21+91.27 22.07' LT 27.77" DESIGNED:Y.JIANG DRAWN: Y.JIANG CHECKED: R.MEYER APPROVED: BY DATE APPR R.MEYER SCALE: J 11= J 0I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • CITY OF MeRRENTON Public Works Dept. FED AID NO.: ARRA-0167(044) SHATTUCK STA 22+33 END HMA PAVING OVERLAY 21 S STA 21 +93, 21 R END CEMENT ONC TRAFFIC CURB + GUTTER RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS LEGFNID CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 NOTES: 1. ALL ELEVATIONS ARE TO FACE OF CURB OR SPOT GRADING ELEVATIONS R-34262010 ,° 20 SCALE IN FEET RAINIER AVE S (SR 167) UA't: IMPROVEMENTS PROJECT FIELDBOOK: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: INTERSECTION DETAILS RD03 SHEET-20 OF:4 z 0 1 m W �z r