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HomeMy WebLinkAboutR-418910rn 00 T 1 2 3 4 3 i 2' 3/8' EXPANSION EXPANSION JOINT JOINT WITH /2•• SEALANT POLYURETHANE d EXPANSION JOINT JOINT SEALANT 3/4" SAND —BASED I °a - FINISH NATURAL TURF SOD \ GRADEIn _ VVVVVVV FINISH d A +.. + + + + s.4 + +'.-+`'+ +• g :f -> +.+'.l 1't + + o--'. '+ +-.+'+ +..'a' GRADE \ ° '° 4" BAND WITH SMOOTH FINISH ppppppppppppppppp` '+ i CENTERED ON + + + :+ + « + += + + + +'• + + + + + + + + + + +- } +-.: 6" ROOT ZONE p p p p p p p p p p p p p p p p p p � ,.:-,, ,w "-_ EXPANSION JOINT ., ._ .:; ... - V p p p p p p p p p p p V p p p V` 6" BASE SAND 0 C 0 E 6-3/4" INFIELD SOIL 6" BASE SAND 4" SALVAGED TOP SOIL 4" PREPARED SUBGRRDE UNDISTURBED SITE SOIL COMPACTED SUBGRADE 12' O.C. TWO DIRECTIONS SAND BASED NATURAL TURF FIELD SECTION NOT TO SCALE 6-3/4" INFIELD MIX Sm BASE SAND —III 6.00" 9.004� SUBGRADE FURROW WITH 4G8 PEA GRAVEL, SUBGRADE COMPACTED 12' O.C. TWO DIRECTIONS TO 95% MIN. INFIELD SOILSECTION NOT TO SCALE INFIELD FINISHED SURFACE ADJACENT SURFACES SHALL MEET AND MATCH FLUSH INFIELD -NATURAL TURF TRANSITION NOT TO SCALE SITE RESTORATION SOIL BASED NOT TO SCALE NATURAL TURF SOD F .. +f+# F i•+ +-I PROVIDE TEMPORARY FORM FOR INFIELD MIX INSTALLATION TO PROVIDE A FLUSH TRANSITION AND UNIFORM EDGE SODDED LANDSCAPE RESTORATION -ROOT ZONE; THOROUGHLY ROTOTILL 4" SALVAGED TOPSOIL INTO PREPARED SUBGRADE TO DEPTH OF 8". REMOVE ROCKS. SITE SOIL 6" ROOTZONE. BASE SAND DEVELOPMENT ENGINEERING O msippo 07/30/2021 NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING 6 N CONCRETE PAVING El I111. SUBGRADE COMPACTED - TO 95% MIN. A: CONCRETE PAVING AT EXPANSION JOINT HAND —TOOLED WEAKENED PLANE JOINT, DEPTH EQUAL 25% OF THE SLAB THICKNESS 7 4" CONCRETE PAVING LIGHT BROOM FINISH 6X6-6 GAUGE WELDED WIRE MESH 4" CRUSHED SURFACING TOP COURSE 4' CONCRETE PAVING LIGHT BROOM FINISH IX6-6 GAUGE WELDED WIRE MESH 4" CRUSHED SURFACING TOP COURSE I — v POST. CONCRETE PAVING JOINTS TO ALIGN WITH IE OF FENCE POSTS WHERE INCLUDED. 0.5" 45' - 12" TOOLED CHAMFER WISH EDGE ?ADE - 2.5" CUR N a n © lr ' �° ° ° ¢ _j #4 REBAR CONTINUOUS ° E N 4 - ©PLAN VIEW °MIN. 3" ° - 12' - eFER ° 0.5' 45' CHAMFER °'' 0 MIN. 3" ° 4.. a 4 #4 REBAR 3/8" IMPREGNATED - CONTINUOUS FIBER BOARD 0 ALL LOCATIONS, FULL DEPTH 0 FENCE POST FENCING. BACKSTOP AND DUGOUTS NOT QA SECTION LOCATE (2) CONTINUOUS LOCATIONS 4 BAR WITHIN THE APPROVED UNDER THIS BOTTOM 30% OF THE © ELEVATION PERMIT. SEE APPROVED BUILDING PERMIT PLAN AND DETAILS FOR CURB MASS PROVIDE ADEQUATE COVER wsrALunoN 0.5" 45' CHAMFER INSTRUCTIONS. CHAINLINK 12" FENCE 2.5" CLR TOOLED ° FINISH EDGE (RADE ° #4 REBAR . P ° LOCATE (2) CONTINUOUS CONTINUOUS /4 BAR Q PLAN VIEW N - ° WITHIN THE BOTTOM ° 30% OF THE CURB MASS PROVIDE FENCE POST n ADEQUATE COVER 0.5" 45' CHAMFER OE A p' p O r p 4 12- CONTINUOUS CONC. MIN. 3 o - °p FENCE POST FOOTING #4 REBAR 3/8" IMPREGNATED FIBER - ^ - CONTINUOUS BOARD 0 ALL LOCATIONS, }`E OD SECTION FULL DEPTH ®FENCE POST LOCATIONS AT FENCE POSTS ELEVATION CONCRETE CURB & EXPANSION JOINT NOT TO SCALE R-418910 REVISION DATE �s nton en SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N 4 01 DAHOGANa ,19Ist Avenue PB BID SET DATE 6-16-21 SCALE NTS DRAWN REF CHECKED DLA COPVRGW OID]I DA. WGkN®ASM0AnS TYPICAL SECTIONS SHEET F-2"1 SHEET 10 OF 18