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HomeMy WebLinkAboutD-373118T M r- (y) N U) 17 H 147+76.37, 24.40LT H 147+69.79, 29.00' LT H 147+72.54, 12.72' LT ELEV 302.49 BEGIN L9 EX ROW- H 147+61.20. 24.00' LT H 147+61.20, 10.50' LT BEGIN O PC H 147+64.80, 0.00' RT END 12 PC H 147+72.98, 12.83' F ELEV 302.82 O END L9 H 147+63.78, 22.50' F EX H 147+84.52, 25.41' F ELEV 302.19 O CA02nn OI 1 i END O H 147+86.38, 39.96' END O - 51 LT- � I N ji I I I II �z� z I � I I I -4 - -1- e C� W II PT I N EX ROW j I j ji i�- 1I 4 4 j LIj LI LI �I I -SD I I LOW - /2 w-----W--- �- �N 1 I NI HARRINGTON AVE NE N I I- =ENE 1148+ 01 � ,7�4 1 /z I I r �L-I--SD % I I 2" MPE IP PSE-G ss----is ss------- 3j4 �11 ILI J jl I 1 I EX ROW I PT jl 1 N H 147+89.38, 39.99' RT END O HARRINGTON AVE NE & NE 7TH ST INTERSECTION DETAIL LL SCALE: 1 "=10' C-9 RECOMMENDED FOR APPROVAL BY BY G N0, I REVISION O CURB RETURN - GUTTER LINE ELEVATIONS CURB LOCATION STATION OFFSET ELEVATION PC H 147+61.20 10.00' LT 302.69 1 /4 H 147+70.77 1 1 .90' LT 302.52 H 1 /2 H 147+78.88 17.32' LT 302.36 LOW H 147+83.23 23.17' LT 302.65 3/4 H 147+84.30 25.42' LT 302.28 PT H 147+86.20 34.98' LT 302.44 PC H 147+61.20 10.00' RT j 303.00 1 /4 H 147+70.85 1 1 .84' RT 302.86 1 /2 H 147+79.05 17.26' RT 302.55 3/4 H 147+84.52 25.41' RT 302.19 PT H 147+86.43 35.05' RT 301.72 BROOKS cvcxmg HORN J. WILSON xcc"[oE. EVANS BY DATE APPR . "D. ATCHISON 10 5 0 10 20 SCALE IN FEET E NOTED °x1ZONi vDs�i��� AS DATUM sa _ CITY OF RENTON Planning/Building/Public Works Dept. O1 INSTALL PERVIOUS CONCRETE SIDEWALK, PER DETAIL L INSTALL CEMENT CONCRETE SIDEWALK, PER WSDOT STANDARD PLAN F-30.10-03 L INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STANDARD PLAN F-10.12-03 L4 INSTALL DRIVEWAY ENTRANCE, PER DRIVEWAY ENTRANCE AND CONNECTION TO SIDEWALK DETAIL c-z L5 INSTALL PERPENDICULAR CURB RAMP TYPE A, PER WSDOT STANDARD PLAN F-40.15-03 L6 CURB CUT, SEE SITE PLAN FOR TYPE AND LOCATION L7 INSTALL FULL DEPTH HMA PAVEMENT, PER DETAILS ON SHEET C-7 L8 INSTALL HOT MIX ASPHALT SIDEWALK TERMINAL, PER DETAIL C-11 L9 INSTALL CROSSWALK, PER CITY OF RENTON STANDARD PLAN 127 10 INSTALL STOP BAR, PER CITY OF RENTON STANDARD DETAIL H008 1 INSTALL SINGLE SKIP YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 12 INSTALL DOUBLE YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 13 INSTALL CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT STANDARD PLAN F-10.12-03 14 INSTALL 4" HMA PAVEMENT, PER SHEET C-7 15 PLANE AND OVERLAY, PER DETAILS ON SHEET C-7 16 MAILBOX INSTALLATION TYPE 1 PER CITY OF RENTON STANDARD DETAIL H027, H028, AND H029 17 INSTALL PARALLEL CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.12-03 GENERAL NOTES SEE SITE PLANS AND LANDSCAPING PLANS FOR NON -PAVING ITEMS LEGEND FULL DEPTH HMA PAVEMENT PERVIOUS CONCRETE SIDEWALK DETECTABLE WARNING PLATE ° CEMENT CONCRETE SIDEWALK/DRIVEWAY o ° ENTRANCE 4" COMMERCIAL HMA PAVEMENT PLANE AND OVERLAY CUT LINE FILL LINE BREAK LINE 05/05/201 HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION o­ INTERSECTION DETAILS C - 1 4 D-373118