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HomeMy WebLinkAboutR-434431HOME PLATE BEVELED EDGE TOP OF HOME PLATE TO BE MAINTAIN 1/4" GAP AROUND HOME PLATE FLUSH WITH SYNTHETIC TURF coTO FACILITATE REMOVAL 6 INFILLED 1 SYNTHETIC F210 TURF 0 O p a o SUPPLEMENTAL w p ° Z' F � o, U p o ° PAD 41 ADHERE SYNTHETIC o I 4" I op p. TURF BACK TO TOP OF oo D D I PVC I Z' © o TOP COURSE FULLY CURE CONCRETE OO o I WEEP I p 9. . o o AGGREGATE D a o 0 0 O BASE COURSE 0 0 EXISTING SOIL BEARING STRUCTURAL FABRIC 1 F220 2 F220 HOME PLATE NOT TO SCALE BASE WITH ANCHOR NOT TO SCALE 12" p p p © p � aa � � p � p p p MIN. 3" p p 0 o AGGREGATE 9 5�I I I I I MAINTAIN 3" OF PERMEABLE AGGREGATE COMPACTED oA = TOTAL DEPTH OF RUBBER PLATE SUBGRADE BO = DEPTH OF HOME PLATE MINUS DEPTH OF INFILL ORANGE SAFETY BASE FIRST BASE AT SOFTBALL FIELD ONLY, LOCATE ADJACENT INTO FOUL TERRITORY )P POST NOTE: PROVIDE PLUG WITH TURF TO FIT IN SLEEVE ANCHOR TOP PLATE FEMALE GROUND STAKE ALTERNATE EXPANSION JOINT AND WEAKENED PLAN/CONTROL JOINT AT EACH POST. CONCRETE PAVING JOINTS TO ALIGN WITH CL OF FENCE POSTS WHERE INCLUDED. - TOOLED 0.5" 45° EDGE O CHAMFER 2.5" CLR D. D ° pd—D a s I 101 c #4 REBAR P CONTINUOUS 1211 0 PLAN VIEW 0.5" 45° CHAMFER MIN. 3" a 4- °. .: p , #4 REBAR CONTINUOUS 3/8" IMPREGNATED FIBER BOARD AT ALL LOCATIONS, y LOCATE (2) CONTINUOUS #4 FULL DEPTH AT FENCE POST LOCATIONS BAR WITHIN THE BOTTOM OSECTION 30% OF THE CURB MASS. 3 F220 PROVIDE ADEQUATE COVER. © ELEVATION CONCRETE CURB & EXPANSION JOINT NOT TO SCALE .p CHAIN LINK FENCE Lin bQ 4 p p 12" p p MIN. 31' 4,p p � o SECTION AT FENCE POSTS 4 F220 PITCHING RUBBER 6"SQx24" MAINTAIN 1/4" CLEAR AROUND 6 u -III III — III I I I SOFTBALL PITCHERS PLATE 1" PVC DRAIN NOT TO SCALE BROWN INFILLED SYNTHETIC TURF REMOVABLE TURF INSERT WITH VELCRO EDGES 1 GREEN BROWN F219 SYNTHETIC SYNTHETIC TURF TURF SET CONCRETE COLLAR TO RECEIVE PLATE FLUSH TO ADJACENT INFIELD MIX ADHERE SYNTHETIC TURF BACKING TO TOP OF CONCRETE 1 SYNTHETIC TURF F210 SUPPLEMENTAL PAD TOP COURSE PERMEABLE o AGGREGATE BASE COURSE PERMEABLE AGGREGATE ( CONCRETE COMPACTED SUBGRADE 12:1 SLOPE FROM A POINT 6" IN FRONT OF PLAN VIEW THE PITCHER'S RUBBER TO A POINT 6' TOWARDS CL HOME PLATE 91-011 7'-6" L d a o n O000� Oo o� O000� O SYNTHETIC TURF EDGE ANCHOR AT I — PITCHER'S MOUND I I 4X4 RECYCLED PLASTIC TIMBER 4" CONCRETE PAD IN LENGTHS AS REQUIRED. #4 REBAR 2' O.C. S BASEBALL PITCHERS MOUND F220 NOT TO SCALE 0.5" 45° O CHAMFER 0 2.5" CLR ° D ° TOOLED © ' 4 EDGE P D D, . 4 (g o #4 REBAR CONTINUOUS OCATE (2) CONTINUOUS#4 O PLAN VIEW BAR WITHIN THE BOTTOM 30% OF THE CURB MASS. FENCE POST PROVIDE ADEQUATE COVER. 0.51145o CHAMFER a a aQ° CONTINUOUS CONC. FENCE POST #4 REBAR a FOOTING CONTINUOUS 3/8" IMPREGNATED FIBER BOARD AT ALL LOCATIONS, FULL DEPTH AT FENCE POST LOCATIONS O ELEVATION 34" LEVEL PAD 30" 6" n O 1.500 41' oo� Oo o� o0 o C BASE COURSE PERMEABLE AGGREGATE SECTION @ CONCRETE PAD BACK OF LEVEL PAD FINISH GRADE AT TOP OF PITCHER'S RUBBER TO BE LEVEL 10" ABOVE FIELD FINISH GRADE TO RADIUS POINT i SYNTHETIC TURF EDGE ANCHOR AT PITCHER'S MOUND o--- R9' - 4x4 RECYCLED PLASTIC TIMBER SURROUNDING CONCRETE PAD 4" CONCRETE PAD UNDER SYNTHETIC TURF X 10' FG +10" FG +0" '' ..'' � �"""O11�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIrg4 11111101 IIIIIIIIIIIIIIIIIIIIIII R-434431 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: VERTICAL: NAVID 1988 DATE: CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025 � of. As� CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: NTS HORIZONTAL: NAD 1983/1991 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG FlELDBOOK: RENTON FIELD IMPROVEMENTS PAGE: I�11 � LRB ONE INCH DATUM . DRAWING N0: D.A. Hogan &Associates, inc. �0A FC,STF9 I CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. SITE DETAILS F220 1450 114th Ave. SE, Suite 225 sjoNAL E��\ EJG T ONE INCH Bellevue, WA 98004 206-285-0400 NO. REVISION BY DATE APPR APPROVED: SCALE LY IEJG SHEET: 31 OF:42 r 00 O 0 1 N rr Q J