HANA LEMSEFFER NECILS LOPEZ KIRILL VOLCHINSKIY 4 A2 PROJECT " 9 - ' 3 HUERTA DEL VALLE ONTARIO COMMUNITY GARDEN ADA LANDING 60" LONG REVISIONS MARK: DATE: BY: 5 ' - 0 " " 2 - ' 5 39'-0" DATE PLAN VIEW 1 A1 SCALE 1/4" = 1' 3/31/2015 ADA RAMP 1:12 WITH HANDRAIL SLIGHTLY WIDER 60" LONG LANDING THAN WIDTH OF STANDARD TIRE " 5 - TOTAL RISE: 3' ' SUCH AS 205/65R15 6 TITLE TOTAL RUN: 41' ALLOWING STABILIZED EARTH LAYER COVERING TIRES ADA HANDRAIL ON BOTH AMPHITHEATER PLAN SIDES OF RAMP AND SECTION VIEW 2'-10" 5'-0" 3'-0" 1'-0" +1'-0" 3 -1'-6" 0'-0" A2 5'-0" 3'-0" PAGE No: 7 -3'-0" -3'-6" A1 A3 -4'-0" 6 14'-1" 41'-0" A2 SECTION VIEW 2 A1 SCALE 1/4" = 1'
14'-4" HANA LEMSEFFER NECILS LOPEZ KIRILL VOLCHINSKIY 0'-4" 3'-0" 4 4'-0" A2 PROJECT HUERTA DEL VALLE RAILING FOOTING DETAIL 6 ONTARIO COMMUNITY A2 SCALE 1/2" = 1' GARDEN REVISIONS PLAN VIEW 3 A2 MARK: DATE: BY: SOIL RETAINED USING SCALE 1/4" = 1' RAMMED EARTH TIRES COMPACTED AND STABILIZED SOIL SURROUNDING RAMMED EARTH TIRES DATE 2 A1 3/31/2015 3 -1'-6" A2 7 -3'-6" A3 TITLE 5 SECTION VIEW 4 A2 A2 SCALE 1/4" = 1' AMPHITHEATER PLAN SECTION AND DETAIL MOUTH OF DRAINAGE PIPE 6" INNER DIAMETER HDPE VIEW IS SECURED IN STABILIZED PERFORATED DRAINAGE AND COMPACTED SOIL PIPE WITH SOCK AT %5 GRADE " 8 PAGE No: COARSE GRAVEL FILL - ' 1 6" FROM PIPE A2 IN ALL DIRECTIONS 1 4 ' - 0 DRAIN DETAIL SECTION VIEW " 5 A2 SCALE 1/2" = 1'
HANA LEMSEFFER NECILS LOPEZ KIRILL VOLCHINSKIY DRAINAGE PIPE PROJECT HUERTA DEL VALLE ONTARIO COMMUNITY GARDEN 6'-6" REVISIONS MARK: DATE: BY: 4 A2 DATE 3/31/2015 TITLE AMPHITHEATER PLAN VIEW COARSE GRAVEL FILL 6" FROM PIPE IN ALL DIRECTIONS PLAN VIEW PAGE No: 7 2 A3 A1 SCALE 1/4" = 1' A3
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