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-- <br /> -- -- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- <br /> RNMP TEXTURE A <br /> 1/2"EXPANSION JOINT WITH FILLER FACE OF CURB <br /> t• B-.i /4 18'MAX.OND CENTER,1/8"CONTRACTION 612„ <br /> JOINTS EVERY 6'MAX.BETWEEN PER <br /> C H DETAIL I ON THIS SHEET. 512" 1" I <br /> 1/2'EXPANSION ` 1/2"EXPANSION JOINT Al 12"R. 1"R. <br /> JOINT(ttPJ PER PER DETAIL l ON _ _ �� <br /> DETAIL L ON SHEET �\ �, SHEET C220-23D. 1 `► -'r E-/ MIN MAX 4"THICK CONCRETE SIDEWALK / 1 <br /> C220-230. 1 } A 1.60' 2.40" WITH BRUSHED FINISH(4000 PSI MIN.) I 6 ROADWAY <br /> 1 I\ _ 8 0.65" 1.50' <br /> ► A B !!;:f ! XADOF <br /> g1F74100 . 1 'TRUNCATED DOME_ _± -- ,;.' " ENSITY <br /> 2'WIDE DETECTABLE WARNING SECTION O MAXIMUM DENSITY(12 INCH MINIMUM <br /> PATTERN PER DETAIL B ON SHEET DEPTH) i - <br /> 0220-230. <br /> FLUSH AT I <br /> GUTTER UNE \s\p• TRUNCATED DOME SPACING `_YELLOW SURFACE COLOR _ 61/4 I <br /> �( NOTES i�Y/' I' 11 <br /> . 4 d <br /> 1.THE ROWS OF TRUNCATED DOMES SHALL BE PARALLEL WITH THE DIRECTION OF WHEEL CHAIR = - _ - - B 8. <br /> I1 <br /> TRAVEL - - -TITSI II1=1 =iTE1 <br /> 2.DETECTABLE WARNING SURFACE WITH TRUNCATED DOMES SHALL EXTEND 24"IN THE DIRECTION OF <br /> I TRAVEL AND THE FULL NADTH OF RAMP OR WALKWAY I <br /> CONCRETE CURB RAMP DETAIL n TRUNCATED DOME & SIDEWALK DETAIL n CEMENT CONCRETE SIDEWALK DETAIL ( CEMENT CONCRETE TRAFFIC CURB <br /> SCALE: NOT TO SCALE C220-23 C220-23D SCALE: NOT TO SCALE C220-2,4920-230 SCALE: NOT TO SCALE C220-23 C220-230 SCALE: NOT TO SCALE C220-2,31920-230 <br /> I FACE OF CURB I <br /> HEAVY DUTY CONCRETE PAVEMENT EXPANSION , <br /> 61/2" SHEET OINT WMATCHITH FILLER. <br /> EXISTING SPACING.ON THIS SEE DETAIL THIS SHEET EPDXY ON <br /> EPDXY COAT ONE SIDE TO <br /> PREVENT BOND <br /> 8"THICK CEMENT CONCRETE PAVEMENT WITH 16"x 5/8"0 SMOOTH WITH CONCRETE <br /> 5 1/2" 1" l <br /> FIBER REINFORCEMENT.(4000 PSI MIN.) BAR AT 18"O.0 <br /> 7- \ FINISH GRADE <br /> 777 VARIES _ <br /> I 1/2"(IN)R. 1"(IN)R. MATCH ROADWAY 2"COMPACTED DEPTH CRUSHED -- I �/ <br /> --1 ." _SLOPE SURFACING TOP COURSE,COMPACT TO \-AM <br /> I. • <br /> 95%MA%IMUM DENSITY E <br /> io j 1/2"(IN) -ROADWAY " <br /> R. COMPACT SUBGRADE TO 95%OF MAXIMUM 2 • e / <br /> N p� " �_ DENSITY(12"MIN.DEPTH) _ _ 1/2" 'i EAINTING CONCRETE <br /> • ,D FINISH GRADE TERMINATE CONTINUOUS Jl 1 <br /> 1 c 1.0 REINFORCING 1 1/2"CLEAR(FTP.) •. <br /> _..' ROLLED CONCRETE CURB. <br /> 8"HEAVY DUTY SEE DETAIL I ON THIS <br /> CONCRETE PAVING. <br /> 1 -6 .QY`.w".��,�:_'J:• -_,te'.'a:'•Ci� SEE DETAIL F ON BEET. <br /> I �, LII HEAVY DUTY CONCRETE PAVEMENT THIS SHEET. <br /> 4 REBAR AT 18" EXPANSION JOINT DETAIL <br /> CEMENT CONCRETE TRAFFIC CURB 0.0 (BOTH WAYS) SCALE: NOT TO SCALE C220-2d920-230 <br /> & GUTTER HEAVY DUTY CONCRETE PAVEMENT DETAIL n HEAVY DUTY CONCRETE SECTION n <br /> SCALE: NOT TO SCALE C220-23 ,220-23D SCALE: NOT TO SCALE C220-23 C220-23D SCALE: NOT TO SCALE C220-2.31920-23D <br /> MATCH EXISTING GRADE /B"0 x 16"SMOOTH BAR AT 18" <br /> O.C.(CENTERED IN NEW SLAB) <br /> 4"EMBEDMENT IN PDXY COAT ONE SIDE TO <br /> I i SIMPSON"SET-XP" PREVENT BOND WITH <br /> I 3 1/2" HIGH GRADE EPDXY CONCRETE FINISH GRADE I <br /> I <br /> $ 2" 4"COMPACTED DEPTH CLASS I/2"AMA, EXISTING �• • 5 <br /> 6 10" PG 58-22(2 LIFTS),COMPACT TO 92% CONCRETE • <br /> PAVEMENT "- <br /> OF RICE VALUE _ PROPOSED <br /> �'+' FIBERSMESH STEALTH E3 .-- .- <br /> w 13"R` VIRGIN POLYPROPYLENE 6"COMPACTED DEPTH CRUSHED �A1 1- `. y/� CONCRETE <br /> •-} FIBER REINFORCEMENT MIX SURFACING TOP COURSE,COMPACT \ i SHEET %/A PAVEMENT -- -- <br /> -- <br /> 4R I { RAT CONCRETE ATA TO 957 LUAU DENSITY 11 <br />