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HomeMy WebLinkAboutR-417849NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W I— P ■ iiian.�_ oaoeao nxaa0000ainei ooaaooa0 iii Iaaooaeoocaae Ioaoonnoauaa Iaae000aoauau� I000aa000nl Ieaaaaaaaaalaa anal oeaaiiii iii veroana oouao -o9ooa voaao o,eooa y vaoa Hmmem \aa v w V P 3 NFCONCRETE PANEL P D P - o v 2 CONTROL JOINT _ (TYP) 7 17 o P p p - — (TYP) v v v P� v P °p o p P P� p P pP' P pP P P pP pP p. -p Q 1C, v v pp. p - O P 1 ISOLATION JOINT — (TYP) v.w __..__.w w w ww Tw 1/4" x 1/3d PREMOLDED JOINT FILLER OR SAW AND FILL WITH JOINT SEALANT JOINT SEALANT 1° 7 J 3/4" x FULL DEPTH SEE NOTE 1 J I CONCRETE PAVEMENT PREMOLDED JOINT FILLER NOTES: CONCRETE PAVEMENT J 1. CONSTRUCTION JOINTS SHALL BE CONSTRUCTED PER THIS DETAIL EXCEPT THAT FORMS SHALL BE USED TO CREATE SMOOTH VERTICAL PAVEMENT PANEL EDGE. LEGEND: — — PROPERTY LINE/ROW LINE ROW CENTERLINE CONCRETE PAVEMENT REINFORCED PANEL #4 0 16" D.C. ISOLATION JOINT CONTROL JOINT NOTES: 1. REFER TO C5.41 FOR VEHICLE PAVEMENT THICKNESS AND SUBGRADE COMPACTION REQUIREMENTS. Call 811 • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D 1557 (MODIFIED PROCTOR) T4R� 04 xAo�N gay 36015th Avenue, Suite 1600 0 5 )10 20 °Aq tsr �`{4� Seattle, WA 98101 EAL 206.622.5811 1 inch = 10 feel 3/11/2022 www.apff.com HAND III M,. AS NOTED a4`°"'� HAD III CITY OF ' RENTON AT FOP SZ11 DATUM � caw.w Planning/Building/Public Works Dept. IF NOT ONE INCH 6" CSBC R-417849 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rim, 1Z1y1?ZaYxa SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 JOINTING PLAN AND DETAILS 141 OWNING NO C4.42 49 14z Z O M O O O O N Q J CM M M O O O 00 MT LL Nis