Laserfiche WebLink
CEMENT CONCRETE VERTICAL CURB <br />m <br />0 <br />c:) <br />Ld <br />CL <br />CD <br />00 <br />C14 <br />LL- <br />C:) <br />C-4 <br />CLa <br />4- <br />cn <br />5.511 <br />1/2" RADIUS. <br />D.W CUT <br />A <br />- 3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />3!8" HALF DEPTH <br />EXPANSION JOINT <br />15''INTERVALS <br />BETWEEN FULL DEPTH <br />V-GROVE CONTROL. <br />JOINT 1/4" DEEP 6" <br />FROM, FACE OF CURB <br />V-GROVE CONTROL JOINT 1/4" <br />DEEP 5'INTERVALS BETWEEN <br />FL;U- AND HALF DEPTH <br />EXPANIStONJOINT'S TYP <br />I" RADIUS <br />- I" P IANUS <br />4 4 <br />SFE NOTE 9 <br />24" <br />TYPICAL SECTION <br />CEMENT CONCRETE CURB AND GUTTER <br />MONOLITH[CT HICKENED <br />EDGE <br />3/8" FULL DEPTH EXPAN50N CURB AND SIDEWALK <br />JOIN17,30'MAX INTERVAL I' R <br />V-GROOVE CONTROL HIVIA OR CONIC <br />PAVEMENT <br />11/6 MAX <br />i I JOINT 1/4" DEEP 51 <br />IN FERVALS BETWEEN PULL <br />'T- <br />AND HALF DEPTH EXPANSION <br />JOUNTSTYP <br />-:,';"S" HALF DEPTH <br />EXPANSION JO NIT <br />IS INTERVALS <br />,j,A BETWEEN FULL <br />DEPTH <br />1 -21 <br />MONOLITHIC <br />CURB & SIDIEWALK <br />TYPE E-1 <br />TYPE E-1 CURB & SW HM I A OR CONC <br />PAVIPArNT --- <br />3j8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CUPP, FULL DEPTH JOINTS <br />V-GROVE CONTROL JOINT 114 <br />5'INTERVALS BETWEEN FULL <br />HALF DEPTH EXPANSION JOIN <br />10, R <br />TYPE E-1 CURB - <br />NOTES <br />1, FORIMSSHALL BE TRUE TO LINE AND GRADE AND <br />SECURELY STAKED, <br />2. DUMMY JOINTS SHALL BE PLACED ON 15-FOOT <br />CENTERS. DUMMY JOINTS SHALL BE 3/8" x 1-112'% <br />3, THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH <br />BASINS, MLETS AND AT POINTS OP TANGENCY ON <br />STREETS, ALLEY AND DRIVEWAY RETURNS, <br />MAXIMUM SPACING SHALL BE 30 FEET. PRE -MOLDED <br />JOINT FILLER SHALL BE 3/8" WIDE AND CONFORM TO <br />AASHTO DESIGN N4213. <br />4, ALL JOINTS SHALL BE CLEAN AND EDGED. <br />.5. CONCRETE SHALL BE COMMERCIAL NIN AS CALLED <br />OUT IN k1VSDOT STANDARD SPECIFICATIONS. <br />6. STEEL FORMS MUST BE USED ON TANGENT <br />SECTION& WOOD FORMS MAY BE USED ON CURVED <br />SECTIONS, <br />7- FINISH SHALL BE LIGHT Biibom FINISH. <br />S. THE FINISHED CURB SHALL BE SPRAYED WITH A <br />TRANSPARENT CUR114G COMPOUND AND COVERED <br />BY WATERPROGIF PAPER OR PLASTIC MEMBRANE IN <br />THE EVENT OF RAM OR OTHER UNSUITABLE <br />WEATHER, CURING TIME SHALL BE MINIMUM OF <br />72 HOUR& <br />9. ALL CURB AND GUTTER SHALL BE PLACED ON APAIN <br />OF 2" OF CRUSHED SURFACING TOP COURSE. <br />CITY OF EVERETT <br />qMW�7 PUBLIC WORKS DEPARTMENT <br />TYPE A-1 I <br />CEMENT CONCRETE CURB & GUTrER 1 307 <br />NOTES <br />1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />SHALL BE COMPO:RCIAL MIX CONCRETE AS CALLED <br />OUT IN WSDOTS i D SPECS, WITH AIR ENTRAINMrNT <br />(MIN 4.5 %, MAX 65 <br />2. SIDEWALK FULL DEPTH EXPANSION -IOINTSSHALL <br />GENERALLY BE PLACED TO MATCH THOSE IN <br />ADJACENT CURB & GU TrEP (WITHOUT PLANTER <br />STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br />SPACING DETER,NMNATiON SHALL BE DECIDED BY THE <br />INSPECTOR IN THE FIELD. <br />1 SURGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />95% OF MAXIMUM DENSITY, <br />N40NOLITHIC CURB <br />4, <br />SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />& SIDEWALK SECTION <br />AND BEHIND ROLL -CURB (S-rANOARID DRAWING 308)1 <br />S. <br />THE FINISHED SIDEWALK SHALL BE SPRAYED WITH Al <br />PER PLANS) <br />TRANSPARENT CURING COMPOUND COVERED BY <br />'NERPROOF <br />YMIN <br />WA PAPER OR PLASTIC SHEETING IN THE <br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />2 MAX. <br />CURING TIME SHALL BE FOR A MUNIMUM OF 72 <br />HOUR& <br />6, <br />ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />EDGER HAVING A 318" RADIUS AFTER FINAL 8110ON1 <br />FINISH IS COS, PLETED. <br />2" CRUSHED SURrACtNG <br />7. <br />SIDEWALKS ARE 5'MIN WIDE, EXCEPT 6'ALONG <br />BASE COURSE, COMPACTED <br />ARTERIALS, IN COMMERCIAL AREAS, OR AS <br />TO 95% MAXDENSITY <br />APPROVED BYTHE CITY ENGINEER, <br />& <br />CURB REVE EAL MUST MATCH EXISTING TOP OF CURB <br />PE E-1 CURB, PLANTER STRIP & <br />FOR RCPL4CEMENT PROJECTS. THIS MEANS'mATTHE <br />FULL CURB 15 PLACED IN AS SHOWN IN THE TYPICAL <br />SMEWALK SECTION <br />SECTION BUT THE ASPHALTSTREETWLl. COVER FACE <br />OF CURB SO LESS THAN 6" MA NYBE REVEALED. <br />Is <br />EXIST" XIST <br />CURB <br />NOTES <br />1EQUALS WIDTH OF DRIVEWAY ATPROPERTYLINE. <br />1 3/8" WIDE PULL DEPTH EXPANSION JOINT, <br />3. 3/8" WIDE FULL DEPTIA EXPANSION JOINT IF <br />NOTE I ABOVE IS IV OR GREATER. <br />4, WITHIN THE CITY RIGHT-OF-WAY THE DRJVEVVAY <br />SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE, <br />5. ITIE DRIVEWAY RAMP NCLUDING WING RAIVIPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS <br />CALLED, OUT IN WSDOT STANDARD <br />SPECIFICATIONS, A MIN OF 6"THICK AND PLACED <br />ON A MINIMUM OF 2" CRUSHED SURFACING <br />BASE COURSE COMPACTED TO 95% MAXIMUM <br />DENSITY. <br />6, MAINTAIN 1/2" LIP AT GUTTER. <br />