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m <br /> w <br /> LNOTES TAHICKEN DI EDGE NOTES o <br /> 3 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND 3/8"FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM CON OF CONCRETE <br /> PERTHICK,AND <br /> WSDOT <br /> SECURELY STAKED. 3/8"FULL DEPTH EXPANSION JOINT 30'MAX INTERVAL HMA OR 6" SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br /> JOINT 30'MAX INTERVAL MATCH CONC 1"R STANDARD SPECS,WITH AIR ENTRAINMENT(MIN 4.S <br /> CURB FULL DEPTH JOINTS <br /> V-GROOVE CONTROL %,MAX 6.5 <br /> 2. HALF DEPTH,3/8"x 1-1/2",EXPANSION JOINTS 2%MJU( <br /> JOINT 1/4"DEEP 5' PAVEMENT <br /> o SHALL BE PLACED ON 15-FOOT CENTERS. o <br /> 3/8"HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br /> - 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EXPANSION JOINT AND HALF DEPTH EXPANSION 1 `:•i 1, GENERALLY BE PLACED TO MATCH THOSE IN <br /> c - :.Lvxx <br /> .................z:: <br /> IV INTERVALS JOINTS TYP 1 ADJACENT CURB&GUTTER(WITHOUT PLANTER <br /> ADIACENT TO CATCH BASINS,INLETS AND AT POINTS BETWEEN FULL DEPTH 4'CRUSHED ' STRIP).MAXIMUM SPACING OF 30 FEET,FINAL <br /> OF TANGENCY ON STREETS,ALLEY AND DRIVEWAY '".,S 3/8"HALF DEPTH SURFACING .+��� SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> EXPANSIONJOINT BASE COURSE, ""' INSPECTOR IN THE FIELD. Z <br /> °o° RETURNS.MAXIMUM SPACING SHALL BE 30 FEET. IS'INTERVALS O <br /> 6.5" PRE-MOLDED101NT FILLERSHALLBE 3/8"WIDE. COMPACTED 8" 12" 3. SUBGRADE SHALL BE COMPAREDTO NOT LESS THAN <br /> N <br /> BETWEEN FULL T095%MAX <br /> m 5.5" 4. ALL JOINTS SHALL BE CLEAN AND EDGED. DEPTH DENSITY <br /> .....• 95%OF MAXIMUM DENSITY. W <br /> VGROOVE CONTROL MONOLITHIC CURB <br /> = 1/2"RADIUS 1"RADIUS S. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED JOINT 1/4"DEEP 6" s- 4. SIDEWALK SHALL BEAT LEAST 6"THICK IN DRIVEWAYS <br /> OUT IN WSDOT STANDARD SPECIFICATIONS. FROM FACE OF CURB &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). <br /> m 2% 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> E 6. STEEL FORMS MUST BE USED ON TANGENT V-GROOVE CONTROL JOINT �o, TRANSPARENT CURING COMPOUND COVERED BY <br /> r SECTIONS.WOOD FORMS MAY BE USED ON CURVED ' / PER PLANS <br /> 2/4"DEEP V INTERVALS / F, - 6'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> a <br /> SEE NOTE 10 SECTIONS. BETWEEN FULL AND HALF I 1PQ- 1"R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> 3 D/V/ 1"RADIUS DEPTH EXPANSION JOINTS TYP 2%MA% CURING TIME SHALL BE FORA MINIMUM OF 72 I I I I <br /> ,"o CUT 7. FINISH SHALL BE LIGHT BROOM FINISH. °' > HOURS. I ' <br /> a MONOLITHIC CURB&SIDEWALK 'a .......................::: (a a ro N ° <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TYPE E-1 CURB """"""""""""' 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN z <br /> °m �- v:.........:.......1............ <br /> TRANSPARENT CURING COMPOUND AND COVERED EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM <br /> BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN TYPE E-1 CURB&SIDEWALK FINISH IS COMPLETED. <br /> c THE EVENT OF RAIN OR OTHER UNSUITABLE HMA OR CONC 4"CRUSHED SURFACING L <br /> ° ^ WEATHER.CURING TIME SHALL BEA MINIMUM OF PAVEMENT BASE COURSE, 7. SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY THE " <br /> COMPARED CITY ENGINEER. Np <br /> 72 HOURS. 3/8"FULL DEPTH EXPANSION = E <br /> JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB T095%MAX DENSITY 8. FOR REPLACEMENT PROJECTS,CURB REVEAL SHALL W <br /> 9. <br /> OF 4C OF AND CRUSHED RUSE SURFACINRSHALLG BASE COURSEE PLACED ON R MIN CURB FULL DEPTH JOINTS TJHE STANDARD 6"ATCH EXISTING REVEAL, <br /> NEW C RBWHICH <br /> SHALL MATCH�THAN p <br /> = V-G OVE CONTROL JOINT I/4" TYPE E-1 CURB PLANTER STRIP& DIMENSIONS AS SHOWN IN STANDARD DRAWINGS �K g <br /> 5 10. MATCH ROADWAY CROSS SLOPE EXCEPT AT ADA DEEP S'INTERVALS BETWEEN FULL 3/8"FULL DEPTH EXPANSION SIDEWALK SECTION 307-309. <br /> 3 v o v v o o v RAMPS WHERE THE MAXIMUM SLOPE SHALL BE 2%. AND HALF DEPTH EXPANSION JOINT 30'MAX INTERVAL <br /> L' $m5 <br /> JOINTS TYP ®g <br /> c° <br /> v v o v v v o VGROOVE CONTROL 6'MIN <br /> COLD JOINT (SEE NOTE 7) <br /> 3 SEE NOTE 9 3/8"HALF DEPTH JOINT 1/4"DEEP 5' CEMENT CONCRETE <br /> h c ' EXPANSION JOINT INTERVALS BETWEEN FULL 2%MAX SIDEWALK <br /> 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION HMA OR CONC <br /> a E a <br /> = 30'FULLDEPTH JOINT JOINTS TYP PAVEMENT - ....••••••. n Q <br /> 3 0 `,< 3/8"HALF DEPTH ............................. 0 a <br /> EXPANSION JOINT '\ B[- <br /> o £ TYPICAL SECTION 15'INTERVALS BETWEEN TYPE A-1 4"CRUSHED SURFACING BASE C) p <br /> E 30'FULL DEPTH JOINTS CURB&GUTTER "`'"'JJ•++ BF <br /> COURSE,COMPACTED TO 95% 3 a <br /> m o 'g COLDJOINT ems_ SEE STANDARD MAX DENSITY <br /> DRAWING 307 W ° <br /> a" o o TYPE A-1 CURB&SIDEWALK SECTION Q 3 <br /> 5 `m n tl s MATCH EXISTING CURB <br /> U 2 a " TYPE A-1 a <br /> 6 CURB&GUTTER REVEAL,SEE NOTE 8 _ <br /> o E EVERETT PUBLIC WORKS <br /> Q E WASHINGTON DEPARTMENT EVERETT PUBLIC WORKS <br /> y = " REPLACED PAVEMENT <br /> v o TYPE A-1 NEW WASHINGTON DEPARTMENT <br /> CURB&GUTTER CURB <br /> b $y ^ 0s706"]2022 EXISTING - ° 110T022 <br /> mm "TYPE A-1 �" �� PAVEMENT -- CEMENT CONCRETE CURB& <br /> rc S CEMENT CONCRETE CURB&GUTTER " 307 TYPE A-1 CURB&SIDEWALK 312` <br /> ; REPLACEMENT CURB DETAIL SIDEWALK DETAILS r <br /> F Y <br /> E n <br /> N TI <br /> 3 92J 4 <br /> SI0 E� <br /> ° 3 NOTES Kimley- tes,Inc. <br /> J' FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE H Q Y <br /> S v BE SAWCUT BACKFILLED AND PATCHED WITH TEMPORARY <br /> EXISTING ASPHALT ASPHALT AT THE END OF EACH WORK DAY,UNLESS <br /> CONCRETE ASPHALT CONCRETE IT'MIN) PERMISSION IS GRANTED TO DO OTHERWISE BY THE w o <br /> m cm TO MATCH EXISTING THICKNESS O N o EXISTING CEMENT CITY ENGINEER. Q <br /> 'n n CONCRETE ° w <br /> 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE Qrn oN z z <br /> p i 6"MIN SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF y 3 y w <br /> y COMPLETION OF WORK WITHIN ROADWAY AREA. 3 <br /> 6"MIN CEMENT CONCRETE TO <br /> y MATCH EXISTING THICKNESS <br /> U m 3. CEMENT CONCRETE FOR PATCHING SHALL BE <br /> p c 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT N <br /> z STANDARD SPECIFICATIONS. U <br /> y o SEE STANDARD DRAWING 614 z N <br /> E 'E LLJ Lu LL <br /> o EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Q W Q <br /> � 0UL <br /> nFINAL JOINT MUST <br /> ti <br /> = BE SAWCUT z a' O U-1 <br /> g`, m ASPHALT CONCRETE(3"MIN) Q LLJ a O Q <br /> E ° EXISTING ASPHALT REPLACEMENT PATCH TO BE <br /> $° CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED w C[w <br /> ° = a- o" LLJ <br /> E r- <br /> > B C) > Ill i-- <br /> a N ; O Q <br /> J- 6"MIN 6"MIN CRUSHED SURFACING J <br /> TOP COURSE <br /> i c SEE STANDARD DRAWING 614 <br /> w v <br /> a v EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> rc " <br /> v � J_ <br /> j i 4 <br /> > m FINAL JOINT MUST LQ <br /> BE SAWCUT CEMENT CONCRETE(8"MIN) l <br /> z o EXISTING CEMENT REPLACEMENT PATCH TO BE W <br /> m i CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED <br /> p § PAVEMENT Q <br /> gw <br /> =N MIN _ EVERETT PUBLIC WORKS z <br /> .. a to 6"MIN CRUSHED SURFACING <br /> y 3Q TOP COURSE ` DEPARTMENT \ <br /> O WASHINGTON <br /> vQ �3 SEE STANDARD DRAWING 614 ^ ss mTn"'"bo'o vw""7i v,wc 04262017 QJ� <br /> w °.o EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br /> vx PAVEMENT PATCHING DETAILS 326 <br /> a E <br /> w <br /> m of SHEET NUMBER <br /> m 0 2 <br /> a F D.04 <br />