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OF <br />SEC. <br />, <br />TWA <br />. <br />, <br />NE <br />114 <br />OF <br />NW <br />114 <br />� s _ SPACING ON CENTERLINE= <br />ryt J <br />1 r <br />, u <br />HOLE DIAMETER <br />a <br />ENDS MAY BE CAPPED <br />mfttlt(= . PARTIALLY <br />FOR _ EFFECT <br />i <br />73 PUBLIC <br />DIFFUSER <br />COUNTY <br />- <br />ROAD ENGINEER DATE <br />1./2" RADIUS --, I I I r-- 1" RADIUS <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />3/8" HALF DEPTH <br />�1 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 />I=ULL AND WALF DEPTH <br />TYPICAL SECTION <br />NOTES <br />1. FORMS SHALL 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 1-1/2" <br />3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH <br />BASINS, INLETS AND AT POINTS OF 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 M213, <br />4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br />5, CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br />OUT IN WSJOT STANDARD SPECIFICATIONS. <br />6, STEEL FORMS MUST BE USED ON TANGENT <br />SECTIONS. WOOD FORMS MAY BE USED ON CURVED <br />SECTIONS. <br />7. FINISH SHALL BE LIGHT BROOM FINISH. <br />8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br />TRANSPARENT CURING COMPOUND AND COVERED <br />BY WATERPROOF PAPER OR PLASTIC MEMBRANE. IN <br />THE EVENT OF RAIN OR EITHER UNSUITABLE <br />WEATHER. CURING TIME SHALL BE A MINIMUM OF <br />72 HOURS. <br />9, ALL CURB AND GLITTER SHALL RE PLACED ON A MIN <br />OF 2" OF CRUSHED SURFACING TOP COURSE. <br />ra_ }rw� uy- s. W <br />RYR[{5455 ITONIF GOD f PAUL WfLigim WRR <br />1 <br />srEraazaacA.�r.,.w^.h. <br />TYPE - <br />� <br />CEMENT CONCRETE CURB & GUTTER <br />MONOLITHIC THICKENED EDGE NOTES <br />a— 3/8" FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />JOINT 30' MAX INTERVAL 1t, R 6" SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br />\ OUT IN WSDOT STD SPECS, WITH AIR ENTRAINMENT <br />V-GROOVE E CO�ITRCiI. PAVEMENT <br />OR CONC 117, <br />2% MAX (MIN 4.5 %, MAX 6.5 <br />tI �JOINT 1/4" DEEP 5° PAVEMENT — — Ir � <br />i INTERVALS BETWEEN HILL _ 1 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />AND HALF DEPTH EXPANSION `/ GENERALLY BE PLACED TO MATCH THOSE IN <br />1 f� f/• i ADJACENT CURB & GUTTER (WITHOUT PLANTER <br />JOINTS TYP I I : „ STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br />j 3/8" HALF DEPTH €� 1�iSPACING DETERMINATION SHALL BE DECIDED BY THE. <br />EXPANSION JOINT INSPECTOR IN THE FIELD. <br />��4 i !f / 15' INTERVALS �_v <br />12,r <br />\ BETWEEN FULL 3. SU13GRADE SHALL BE COMPACTED TO NOT LESS THAN <br />DEPTH 95 OF MAXIMUM DENSITY. <br />MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6 THICK IN DRIVEWAYS <br />- AND BEHIND ROLL -CURB (STANDARD DRAWING 308). <br />SIDEWALK SECTION! <br />5, THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br />PER PLANS TRANSPARENT CURING COMPOUND COVERED BY <br />P 6' MEN WATERPROOF <br />EVENTOF RAE <br />IN OR OTHER INCLEMENT WEATHER.. <br />1" R 2%® MAX I CURING TIME SHALL BE FOR A MINIMUM OF 72 <br />1 HOURS. <br />EXPANSION JOINTS TYP MONOLITHIC }� <br />CURB & SIDEWALK 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />TYPE E-1 CURB --F ��j1 `�!, /�/ EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br />TYPE E-1 CURB & S ; — ��� FINISH IS COMPLETED. <br />HMA OR CONC 2" CRUSHED SURFACING; <br />PAVEMENT BASE COURSE, COMPACTED 7. SIDEWALKS ARE 6' MIN WIDE OR AS APPROVED BY <br />THE CITY ENGINEER. <br />TO 95% MAX DENSITY <br />3/8" FULL DEPTH EXPANSION TYPE E-1 CURB 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br />JOINT 30' MAX INTERVAL MATCH <br />FOR REPLACEMENT PROJECTS. THIS MEANS THAT THE <br />CURB FULL DEPTH JOINTS FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL <br />V-GROVE CONTROL JOINT 1/4" DEEP TYPE E4 GARB, PLANTER STRIP & SECTION BUT THE ASPHALT STREET WILL COVER FACE <br />5" INTERVALS BETWEEN FULL AND 1/2" FULL DEPTH EXPANSION SIDEWALK SECTION OF CURB SO LESS THAN 6" MAYBE REVEALED. <br />HALF DEPTH EXPANSION JOINTS TYP JOINT 30' MAX INTERVAL <br />V-GROVE CONTROL 6' MIN <br />3/8" HALF DEPTH JOINT 1/4" DEEP 5' COLD JOINT � (SEE MOTE 7} <br />! EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE <br />e 15' INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2% MAX SIDEWALK <br />HMA OR 30' FULL DEPTH Jc INT JOINTS TYP PAVEMENTCONC ti <br />�— - <br />t ~� 3/8," HALF DEPTH— ��- <br />EXPANSION JOINTy 2°, CRUSHED SURFACING BASE <br />® I 15' INTERVALS BETWEEN TYPE A-1 <br />COLD JOIN�, \T 30' FULL DEPTH JOINTS CURB & CUT T ER ` COURSE, COMPACTED TO 95% <br />ter,, MAX DENSITY <br />SEE STANDARD <br />e DRAWING 307 MONOLITHIC CURB & SIDEWALK SECTION <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />TYPE A-1 ;j,0 eY'/Fr Sni'ae Nsvyrs Cf9N. Gxr..e E, 4.r.ee Pea Ox: <br />Rvaeasass TaA5HOOD i PAULvaMEa�n_. SVR6 1//?Ci19 <br />CURB & CUTTER " ¢j A::G3 <br />CEMENT CONCRETE CURB <br />TYPE CURB & S SIDEWALK DETAILS � � <br />0 <br />w <br />em <br />o- I•. VAN <br />'"DASSOCIATES 'NO - <br />9 <br />} <br />