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HomeMy WebLinkAboutR-41921374" WIDE OUTER LINE, TYP. 2" WIDE INTERIOR LINES, TYP. 2" HIGH X 1.5" WIDE iELVETICA LETTERS, ,ENTER TEXT WITHIN 1UADRANT NOTES: 1. PAVEMENT STRIPING COLOR AS NOTED ON PLANS, WIDTH AS NOTED ON ABOVE PLAN. PROVIDE MINIMUM TWO COATS. REPEAT AS NEEDED TO ACHIEVE SOLID, OPAQUE COLOR. FOUR SQUARE STRIPING 1/4" = 1'-0" P—RE1-25 1/4" CRUSHED GRAVEL WITH BINDER 2" MIN. DEPTH, SEE SPEC 5/8" MINUS, 4" MIN. DEPTH, COMPACT CRUSHED ROCK SEE SPEC SURFACE TO 95% —1'-0' AS NOTED IN PLANS 1' —0' LEVEL AREA SLOPE AT 1 % LEVEL AREA EXISTING SUBGRADE, COMPACT TOJ FILTER FABRIC 95% BENEATH PATH GRAVEL PAVING 3" DEPTH COMPACTED CRUSHED ROCK BASE COURSE, SEE SPECS 6" DEPTH COMPACTED ENGINEERED WOOD FIBER FOR PATHWAYS WITH BONDING AGENT, SEE SPECS Y-0' AS NOTED IN PLANS - LEVEL AREA SLOPE PER CIVIL TYPICAL SECTION EXISTING SUBGRADE, COMPACT SUBGRADE TO 95% BENEATH PATH REMOVE ALL ROCKS, STICKS, DEBRIS AND UNDULATIONS TO CREATE A SMOOTH SURFACE AS NOTED IN PLANS — 5/4"X4" COMPOSITE 3/4" MAX. RECYCLED PLASTIC EXPOSURE LUMBER BENDER BOARD SLOPE PER CIVIL NOTE: 1. EDGING TO BE 5/4"X4" COMPOSITE RECYCLED PLASI LUMBER BENDER BOARD; SUBMIT PRODUCT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INST/ 2. PRE —STAKE PATH IN FIELD FOR APPROVAL BY LANE ARCHITECT. 3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WOOD CHIP PATHWAY 1/2. = 1,-0. SYNTHETIC TURF 1/Y' = 1'-0^ P—RE1-30 \, f 1 1/T = 1'-0^ }WEISMANDESIGNGROUP y=peasm=�= rN:RllIE 2-11732 SFATIIEWAN1112 20fi 3iWOfiINCI.pA 9ya'16 \,�'� " exv e�+ate PN ace Aao EVEN IHANSHION INID EXISTING GRADES MIRAFI 140N GEOTEXTILE FABRIC —0" VEL AREA PROVIDE FLUSH TRANSITION WHERE ADJACENT TO PAVING MIRAFI 14ON GEOTEXTILE FABRIC; STAPLE FILTER FABRIC TO BENDER BOARD 6" O.C. WITH HEAVY DUTY STAPLES ALONG FULL LENGTH 18" STANDARD PRE —DRILLED STAKE TO MATCH BOARD COLOR; SPACING MAX. 24" O.C. ATTACH TO BOARD WITH 1-1/4" GALVANIZED SCREWS. 3" DEPTH COMPACTED CRUSHED ROCK BASE COURSE, SEE SPECS 6" DEPTH COMPACTED ENGINEERED WOOD FIBER FOR PATHWAYS WITH BONDING AGENT, SEE SPECS EXISTING SUBGRADE, COMPACT SUBGRADE TO 95% BENEATH PATH REMOVE ALL ROCKS, STICKS, DEBRIS AND UNDULATIONS TO CREATE A SMOOTH SURFACE P—RE1-29 TOP OF CURB TO BE FLUSH WITH TOP OF ASPHALT RECYCLED PLASTIC 2X4 NAILER, FASTEN TO CONCRETE WITH 1/4"X5" GALV. EXPANSION ANCHORS 0 12" O.C. IN ZIG 1/2" RADIUS EASED EDGE, SAG PATTERN. SET TOP OF BOTH SIDES NAILER SUCH THAT TURF INFILL WILL BE MIN. 1/4" ABOVE TOP OF CONCRETE CURB AFTER COMPACTION. FASTEN TURF FABRIC MAT TO 2X4 RECYCLED PLASTIC NAILER PER 6" GONG. CURB WITH (2) #4 TURF MFR.'S RECOMMENDATION, BARS CONTINUOUS. PROVIDE UTILIZING 1-1/4" S.S. STAPLES. ALTERNATING EXPANSION JOINTS (FULL DEPTH OF CURB) AND TOP OF SHOCK PAD TO BE SYNT HETIC TURF CARPET SYSTEM HETCINFILL, CONTROL JOINTS AT 10' O.C. FLUSH NTH TOP OF NAILER AND SEE SPECS FOR DEPTH AND OTHER REQUIREMENTS SYNTHETIC TURF ADJACENT SURFACING iO SECTION 40 SHOCK PAD, SEE SPECS FOR FLUSH WITH TOP OF DEPTH AND OTHER REQUIREMENTS CURB 6" PERMEABLE BASE STONE "1 CONTINUOUS WITH SUBGRADE, SEE _ 0. SPECS GEOTEXTILE FABRIC, TENCATE MIRAFI RS380i UNDER ENTIRE FIELD. OVERLAP MINIMUM 12", SECURELY STAPLE IN PLACE. COMPACTED DE SEE SPECIFICATIONS. BLOCK OUT FOR DRAINAGE PIPES IF NEEDED 0 SYNTHETIC TURF EDGE ANCHOR P—RE1-31 \'—'/ 1 1/Z' = 1'-0" �KCONE MOH DATUM faai ch°7YAT EEE� REVISION BY DATE APPR AR a`""�N0L FIELD. OVERLAP MINIMUM 12", SECURELY STAPLE IN PLACE. P—REl-32 R-4192136 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 94 0 WO IN W N V O O N DEVELOPMENT ENGINEERING msippo 04/13/2022 vl cl) F- z w CITY OF NEW ELEMENTARY SCHOOL 0 4 NAR zozz Q RENTON O CHELANAVE NE" RENTON, WA 98059 Planning/Building/Public Works Dept. DETAILS L.4.5 DILI m anv EL