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0 <br />0 <br />V <br />/ <br />/ <br />0 <br />/ <br />0 <br />0 <br />U <br />/ <br />0 <br />0 <br />0 <br />N <br />/ <br />0 <br />N <br />0 <br />CD <br />i <br />U <br />E <br />0 <br />E <br />ASPHALT PAV <br />AS SPECIFIED <br />ASPHALT PAVEMENT <br />AS SPECIFIED <br />I <br />10" <br />EXTRUDED ASPHALT CONCRETE CURB SECTION <br />6" MIN <br />2" X 4" <br />ASPI-ALT WEDGE CURB SECTION <br />EXTRUDED ASPHALT CONCRETE CURB <br />NTS <br />#3 BARS (2) <br />---Ll — — — — — — — — — — ------------I--- 6" <br />1'-0" 2'-0" 2" CLEAR <br />ELEVATION <br />6'-0" <br />9" MAX. <br />6" MIN <br />5" <br />2 1 /2" 1 /2" <br />c ' <br />13/16" DIA. HOLES <br />#3 BARS (2) ATTACH WITH <br />lO" MAX,ok #6 BAR (2) <br />$" MIN. <br />ATTACHMENT DETAIL <br />NOTES: <br />1. THE NON -SHRINK GROUT USED TO ATTACH THE PRECAST <br />CURB SHALL CONSIST OF 3:1 SAND AND CEMENT. GROUT TO <br />A DEPTH OF 1" FROM THE TOP OF THE CURB. <br />2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH <br />OF 3000 PSI AT 28 DAYS. <br />PRECAST CONCRETE WHEEL STOP <br />NTS <br />r� CITY OF EVERETT <br />I <br />PUBLIC WORKS DEPARTMENT <br />oa iYANSASS Tfl1V1HOOD PAUL WILHFLM WA6 Q4/Z6/2017 <br />EXTRUDED ASPHALT"�. <br />CONCRETE CURB 310 <br />s <br />C2.00 <br />RECESS BAR 1" <br />AND PLACE <br />NON -SHRINK <br />GROUT AROUND <br />BAR TO FILL <br />RECESS. <br />0 <br />P n w <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING A <br />CONCRETE <br />EXISTING CI <br />CONCRETE <br />ASPHALT CONCRETE (2" MIN) <br />TO MATCH EXISTING THICKNESS <br />SAWCUT OR LINE DRILL UNDERLYING CONCRETE <br />6" MIN CEMENT CONCRETE TO <br />MATCH EXISTING THICKNESS <br />6" MIN CRUSHED SURFACING TOP COURSE <br />SEE STANDARD DRAWING 614 <br />EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING A: <br />CONCRETE <br />ASPHALT CONCRETE (3" MIN) <br />REPLACEMENT PATCH TO BE <br />1" THICKER THAN PREVIOUSLY EXISTED <br />6" MIN CRUSHED SURFACING <br />TOP COURSE <br />SEE STANDARD DRAWING 614 <br />EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING CEI <br />CONCRETE <br />PAVEMENT - <br />CEMENT CONCRETE (8" MIN) <br />REPLACEMENT PATCH TO BE <br />1" THICKER THAN PREVIOUSLY EXISTED <br />6" MIN CRUSHED SURFACING <br />TOP COURSE <br />SEE STANDARD DRAWING 614 <br />EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br />:t/A" v-i n I nFPTH FwpArjc;inN <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V—GROOVE CONTROL <br />JOINT 1/4" DEEP 6" <br />FROM FACE OF CURB — <br />V-GROOVE CONTROL JOINT <br />114" DEEP 5' INTERVALS <br />BETWEEN FULL AND HALF <br />DEPTH EXPANSION JOINTS TYP — <br />MONOLITHIC CURB & SIDEWALK <br />COLDJOINT <br />TYPE A-1 <br />CURB & GUTTER <br />3,'8" HALF DEPTH <br />EXPANSION JOINT <br />15'INTERVALS <br />BETWEEN FULL DEPTH <br />PAVEMENT PATCHING DETAILS <br />NTS <br />NOTES <br />1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br />BACKFILLED AND PATCHED WITH TEMPORARY <br />ASPHALT AT THE END OF EACH WCRK DAY, UNLESS <br />PERMISSION IS GRANTED TO DO O—HERWISE BY THE <br />CITY ENGINEER. <br />2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br />PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br />COMPLETION OF WORK WITHIN ROADWAY AREA, <br />3. CEMENT CONCRETE FOR PATCHING SHALL BE <br />COMMERCIAL MIX AS CALLED OUTIN WSDOT <br />STANDARD SPECIFICATIONS. <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />arANSASS T_-H PAULWILHELM 16-13 04/26/2017 <br />PAVEMENT PATCHING DETAILS 326 <br />7 <br />C2.00 <br />I <br />MONOLITHIC <br />THICKENED EDGE NOTES <br />3/8" FULL DEPTH EXPANSION CURB AND SIDEWALK 1 SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />JOINT 3U' MAX INTERVAL " b SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br />HMA OR STANDARD SPECS, WITH AIR ENTRAINMENT (MIN 4.5 <br />V—GROOVE CONTROL CONC 1R 2%MAX %, MAX 6.5 %). <br />JOINT 1/4" DEEP 5' PAVEMENT <br />INTERVALS BETWEEN FULL 2, SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />AND HALF DEPTH EXPANSION=... ` � GENERALLY BE PLACED TO MATCH THOSE IN <br />JOINTSTYP 1 ADJACENT CURB & GUTTER (WITHOUT PLANTER <br />3/8" HALF DEPTH 4" CRUSHED . .. STRIP), MAXIMUM SPACING OF 31}FEET, FINAL <br />EXPANSION JOINT SURFACING /�, SPACING DETERMINATION SHALL BE DECIDED BY THE <br />- b � BASE COURSE, "" y INSPECTOR IN THE FIELD. <br />15' INTERVALS COMPACTED E" 12" O"` BETWEEN FULL TO 95%MAX I 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />DEPTH DENSITY 95%OF MAXIMUM DENSITY. <br />MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />& SIDEWALK SECTION AND BEHIND ROLL —CURB (STANDARD DRAWING 308). <br />TYPE E-1 CURB <br />TYPE E-1 CURB & SIDEWALK <br />3/8" FULL DEPTH EXPANSION <br />JOINT30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V-6ROOVE CONTROL JOINT 1/4" <br />DEEP 5' INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15' INTERVALS BETEEN <br />30' FULL DEPTH JOINTW <br />5. <br />THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br />PER PLANS • <br />TRANSPARENT CURING COMPOUND COVERED BY <br />6' MIN <br />WATERPROOF PAPER OR PLASTICSHEETING IN THE <br />1" R <br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />2%MAX <br />CURING TIME SHALL BE FOR A MINIMUM OF 72 <br />p <br />HOURS. <br />�� , _ <br />r <br />6, <br />ALL JOINTS SHALL BE CLEANED AND FDGED WITH AN <br />.t '�.. <br />EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br />17 <br />FINISH IS COMPLETED. <br />HMA DR CONC <br />4 CRUSHED SURFACING <br />PAVEMENT BASE COURSE, <br />7, <br />SIDEWALKS ARE 6' MIN WIDE OR AS APPROVED BY THE <br />CITY ENGINEER. <br />COMPACTED <br />TYPE E-1 CURB TO 95°% MAX DENSITY <br />B. <br />FOR REPLACEMENT PROJECTS, CLRB REVEAL SHALL <br />MATCH EXISTING REVEAL, WHICH MAY BE LESS THAN <br />TYPE E-1 CURE PLANTER STRIP & <br />THE STANDARD 6". NEW CURB SHALL MATCH <br />+ <br />DIMENSIONS AS SHOWN IN STANDARD DRAWINGS <br />3/8" FULL DEPTH EXPANSION SIf7F1AIAI V C1:rTIr1Nl 307-309. <br />JOINT 30' MAX INTERVAL <br />V—GROOVE CONTFOL <br />4JOINT 1/4" DEEP 5' <br />INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />3/8" HALF ]EPTH <br />EXPANSION JOINT <br />IT INTERVALS BETWEEN <br />30' FULL DEPTH JOINTS <br />TfPE A-1 <br />CURB & GUTTER <br />TYPE A-1 CURB & SIDEWALK <br />6' MIN <br />COLD JOINT (SEE NOTE 7) CEMENT CONCRETE <br />2% MAX SIDEWALK <br />HMA OR CONC <br />PAVEMENT ZD <br />TYPE A-1 4" CRUSHED SURFACING BASE <br />CURB &GUTTER ...:::� COURSE, COMPACTED TO 95% <br />............ <br />SEE STANDARD MAX DENSITY <br />DRAWING 307 TYPE A-1 CURB & SIDEWALK SECTION <br />MATCH EXISTING CURB <br />REVEAL, SEE NOTE 8 <br />REPLACED PAVEMENT <br />NEW <br />CURB <br />EXISTING _— <br />PAVEMENT <br />i4T <br />REPLACEMENT CURB DETAIL <br />EVERETT PUBLIC WORKS <br />WASHINGTON DEPARTMENT <br />c, Ems.. �. I . m, a. <br />TOM HaOb TbM HOOb RAl7L WILHiLM WR6 �1/1072022 <br />,nc <br />CEMENT CONCRETE CURB & <br />SIDEWALK DETAILS 312 <br />CEMENT CONCRETE CURB & SIDEWALK DETAILS r 9 <br />NTS C2.00 <br />1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br />�� ESE LI�J HYUNDAI SHEET <br />AST/KwP TIP <br />CHECKED BY APPROVED BYEaall 811 a ° WAs�'1-3 <br />Jq� 7800 EVERGREEN WAY, EVERETT <br />n businessdays 1601 5th Avenue, Suite 1600 KEC ME fore you dig Seattle, WA 98101 <br />DATE 206.622.5822 <br />03/30/2022 1cpffwww.p.com <br />C2., 11 <br />S C A L E:31745 SITE AND PAVINGDETAILS <br />s�oN�l�,w� <br />NO. DATE BY CHID. APPR. REVISION J 0 B No.: 2100507 AS SHOWN 03/31/2022 <br />