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HomeMy WebLinkAboutR-420029O O N It i 10 U) z Cw G rr a n Q w rr Lij Q TREE GRATE OLYMPIC FOUNDRY CNK SERIES, SEE MANUFACTURER SPECIFICATIONS. 1"X1." SHELF, TYP. SIDEWALK — TREE GRATE 1 /2" = V-0" PAVING - VARIES, SEE MATERIAL PLAN CURB, SEE CIVIL. BUILDING OR OTHER VERTICAL SURFACE AS OCCURS 3/8" X 4" PREMOLDED EXPANSION JOINT. 4" EDGE GROOVE. SEE MATERIAL PLANS CONCRETE PAVING, T COMPACTED SUB 95% PROCTOR )MPACTED SUB % PROCTOR VERTICAL EDGE CONDITION EXPANSION JOINTS NOTE: FINISH PEDESTRIAN AREAS WITH MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. PEDESTRIAN CONCRETE PAVING 1 " = V-0" 2'X4' AND 4'X4' CIP CONCRETE W/ INTEGRATED COLOR. DAVIS: PEWTER AND LIGHT SANDBLASTED FINISH #4 REBAR PRE -MOLDED :PANSION FILLER WITH =ALANT ILL DEPTH JOINT , 1011 1 s MIA L I i it", a F. Rim I M" Ll "" aa'&T�� MON SEE PL i BUILDING FACADE _/� _� NO PLANTING ZONE s• 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% IN Lv, FINISH GRADE » 3 L1.2 STEEL EDGING MIRAFI 140 NON -WOVEN GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 95% GRAVEL MAINTENANCE AREA NOTE: INSTALL EDGING PER MANUFACTURER'S SPECIFICATIONS WITH TOP OF EDGING 1/4" TO 1/2" ABOVE COMPACTED FINISH GRADE (TURF SIDE). SHRUB SIDE TOP OF SUBGRADE STEEL EDGING CONDITIONS VARY SEE PLAN '111�I� -3/16" X 6" STEEL EDGING COLOR SHALL BE BLACK COMPACT SUBGRADE ON EITHER SIDE OF EDGING TO MAINTAIN STABILITY STAKE AT ALL CURVE RETURNS, CURVE MIDPOINTS, AND AT 36" O.C. MIN. NTS P-2-GRA-10 v 1 ' = 1'-0" P-2-GRA-11 ^'^" `"'IDE TOOLED JOINT. PTH OF SLAB, MAX CONTRACTION JOINTS SOD LAWN BETWEEN PAVERS FINISHED GRADE 5/8" MINUS CRUSHED ROCK BASE, COMPACTED TO 95% COMPACTED SUBGRADE PLANTING SOIL FINISHED GRADE LANDSCAPE EDGE CONDITION WIDE LINEAR PAVERS 6 L 1 " = V-0" P-2-GRA-101 0 OF W A SN <G G R. S/� /�/ � ImpStti cml�Engmeers tt ,Eagaeea 1 C) 2 O© -'�� LantlscapeArchltecls a , _ omm aryPa e 3 Lantl Surveyors o G tiry Know what's below. �o sc T A C O M A S E A T T L E before you dig. .3 G�\ti PR Street,t 1200SithAvenueSie1620,Seatte,WA98101 NO. 206.267.2425TELCall P-2-GRA-18 NOTES: 1. GALVANIZED FINISH 2. CENTER GUARDRAIL AND POSTS ON RETAINING WALL SEE CIVIL J J >Q J_ J Q >I-- Uw 0 W W WJ_ > 4' coU GUARDRAIL 3/4" = V-0" PERMIT REVISION PERMIT REVISION PERMIT REVISION REVISION TOP RAIL, MATCH POSTS, SEE CIVIL 1" O.D. GALV. STEEL PIPE GUARD STYLES. POST -SEE CIVIL RAILING: ALL JOINTS WELDED & GROUND SMOOTH. GALV. COMPLETE ASSEMBLY AFTER FABRICATION. CIP RETAINING WALL, SEE CIVIL. EMBED, SEE CIVIL. 3" CLR FROM END OF WALL, MIN. "" 'ATE CURB WITH BRUSHED FINISH, JOUS, FLUSH WITH SURROUNDING 5% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL NOTES: • PROVIDE EXPANSION JOINTS ON LESS THAN 15' SPACING AT POST FOOTINGS. • ENSURE CURB IS FLUSH WITH SURROUNDING GRADE TO PREVENT TRIPPING. CONCRETE FLUSH CURB IN LANDSCAPE 1 /2" = V-0" SECTION & WOOD FENCE 1 " = V-0" 3/4" BEVELED EDGE 2x4 STD. DOUG. FIR BACK RAIL (TYP.) 4x4 PRESSURE TREATED POST 1x6 CEDAR PICKETS FINISH GRADE 3000 PSI CONC. FTG. @ 28 DAYS P-2-GRA-102 8'-0" O.C. 2x4 BACK RAIL TOP VIEW F� 12"0 ELEVATION (MIN.) P-2-GRA-103 R-420029 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 07 AMarganroth ��� 1 }, 2022 E.H. 3/18/22 SURVEYED: T.L. VERTICAL: NAVD 19138 HORIZONTAL: NAD 1983/1991 DATUM DATE: 03/ 18/2022 E.H. 4/25/22 DESIGNED: M.S. E.H. 5/12/22 FIELDBOOK: PAGE. DRAWN: E.H. DRAWING NO: L •OF: CHECKED: C.T. BY DATE APPR APPROVED: SHEET: 38 46 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �I CITY OF RENTON Plonning/Building/Public Works Dept. WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT MATERIALS DETAILS Ln T O O T N 1►+'1 H H T N rr