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NOTES <br /> 10' FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br /> BE SAWCUT BACKFILLED AND PATCHED WITH TEMPORARY <br /> EXISTING ASPHALT gSPHALT CONCRETE(2"MINI ASPHALT AT THE END OF EACH WORK DAY,UNLESS <br /> 1112"RADIUS,TYPICAL,2 PLACES 2S' 5' 2.5" CONCRETE TO MATCH EXISTING THICKNESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br /> EXISTING CEMENT CITY ENGINEER. <br /> CONCRETE 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br /> 6"MIN SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br /> 1"RADIUS,TYPICAL,2 PLACES 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. <br /> ASPHALT PAVEMENT MATCH EXISTING THICKNESS <br /> 3. CEMENTCIAL CONCRETE AS CALATCHIN IN WS BE <br /> AS SPECIFIED <br /> 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT <br /> STANDARD SPECIFICATIONS. <br /> SEE STANDARD DRAWING 614 <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> FINAL JOINT MUST <br /> BE SAWCUT <br /> ASPHALT CONCRETE(3"MIN) <br /> EXTRUDED ASPHALT CONCRETE CURB SECTION EXISTING ASPHALT REPLACEMENT PATCH TO BE <br /> CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED <br /> 6'MIN 6"MIN CRUSHED SURFACING <br /> TOP COURSE <br /> SEE STANDARD DRAWING 614 <br /> 6"MIN <br /> ASP HALT PAVEMENT 2"xe, EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> ASSPECIFIED <br /> R K <br /> B 5 FINALIOINT MUST <br /> B BE SAWCUT CEMENT CONCRETE W MINI <br /> EXISTING CEMENT 'REPLACEMENT PATCH TO BE <br /> g 'S CONCRETE I"THICKER THAN PREVIOUSLY EXISTED <br /> 6 PAVEMENT <br /> tl <br /> 8 5 <br /> s ASPHALT WEDGE CURB SECTION CITY OF EVERETT -MIN <br /> TOP COURSE <br /> SURFACING CITY OF EVERETT <br /> PUBLIC WOMB DEPARTMENT TOP COURSE PUBLIC WORKS DEPARTMENT <br /> *4 E�2017 � —SEE STANDARD DRAWING 614 "...,... -i�. _' 04/26/2017 <br /> EXTRUDED CONCRETE CU CURB w31O EXISTING CEMENT CONCRETE OVER PREPARED GRADE PAVEMENT PATCHING DETAILS 326 <br /> Is5 <br /> EXTRUDED ASPHALT CONCRETE CURB 6 PAVEMENT PATCHING DETAILS 7 <br /> NTS C2.00 NTS C2.00 <br /> NOTES TtHICKEN DI EDGE NOTES <br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND 3/8'FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4'THICK.AND <br /> SECURELYSTAKED. 3/8-FULL DEPTH EXPANSION JOINT 10"MA%INTERVAL HMAOR 6' SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br /> JOINT 30'MAX INTERVAL MATCH STANDARD SPECS,WITH qlq ENTRAINMENT(MIN 4.5 <br /> CURB FULL DEPTH JOINTS V6ROOVE CONTROL CONC 1"R STANDARD <br /> MAX RD%. <br /> 2. HALF DEPTH,3/8'x l-1/2",EXPANSION JOINTS 2%MA% I <br /> SHALL BE PLACED ON 15-FOOT CENTERS. JOINT 1/4"DEEP 5' PAVEMENT <br /> 31W HALF DEPTH INTERVALS BETWEEN FULL fo 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br /> 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EXPANSION JOINT AND HALF DEPTH EXPANSION - GENERALLY BE PLACED TO MATCH THOSE IN <br /> ADJACENT TO CATCH BASINS,INLETS AND AT POINTS ]5'INTERVALS IOINTSTYP 1, 3 ADJACENT CURB&GUTTER(WITHOUT PLANTER <br /> 0 <br /> BETWEEN FULL DEPTH -3/B"HALF DEPTH 4'CRUSHED ; STRIP(.MAXIMUM SPACING OF 30 FEET,FINAL <br /> OF TANGENCV ON STREETS,ALLEY AND DRIVEWAY yFf• .� SURFACING SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> RETURNS.MAXIMUM SPACING SHALL BE 30 FEET. ��� EXPANSION JOINT BASE COURSE, INSPECTOR IN THE FIELD. <br /> PRE-MOLDED l01M FILLER SHALL BE 3/8"WIDE. 15'INTERVALS COMPACTED //I 8" 12"65" •F' BETWEEN FULL TO 95%MAX 3. SU BGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> 5.5'• 4. ALL JOINTS SHALL BE CLEAN AND EDGED. ''/a- DEPTH DENSITY— 95%OF MAXIMUM DENSITY. <br /> V-GROOVE CONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS <br /> U2"RADIUS 1'RADIUS S. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED JOINT(/4'DEEP 6" <br /> OUT IN WSDOT STANDARD SPECIFICATIONS. FROM FACE OF CURB &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING3081. <br /> 2% S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITHA <br /> —>• 6. STEEL FORMS MUST BE USED ON TANGENT V-GROOVE CONTROL JOINT E •• TRANSPARENT CURING COMPOUND COVERED BY <br /> SECTIONS.WOOD FORMS MAYBE USED ON CURVED PER PLANS <br /> SECTIONS. 1/4"DEEPS'INTERVALS 6'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> D/VJ BETWEEN FULL AND HALF 1.. JVP _ l+q EVENT OF MIN OR OTHER INCLEMENT WEATHER, <br /> Z. ..US <br /> DEPTH EXPANSION JOINTS ttP 1 2%MAX TIME HA FOR M f7 <br /> CUr -/ •.. CURING ES SHALL O U O 2 <br /> 7. FINISH SHALL BE LIGHT BROOM FINISH. HOURS. <br /> 4% MONOLITHIC CURB&SIDEWALK— <br /> _- -----1_ •• ....._. 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> o L 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TYPE E-1 CUflB `� �� EDGEq HAVING A 3/8"RADIUS AFTER FINAL BROOM <br /> TRANSPARENT CURING COMPOUND AND COVERED FINISH IS COMPLETED. <br /> g BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN TYPE E-1 CURB&SIDEWALK <br /> C THE EVENT OF MIN OR OTHER UNSUITABLE MMA OR CONC 4'CRUSHED SURFACING <br /> WEATHER.CURING TIME SHALL BE A MINIMUM OF PAVEMENT BASE COURSE, 7. CRYSIDE ENGINEER. <br /> ARE6MIN WIDE OR AS APPROVED BY THE <br /> 72 HOURS. 3/8"FULL DEPTH EXPANSION <br /> COMPACTED CITY ENGINEER. <br /> JOINT 30'MA%INTEflVAL MATCH TYPE E-1 CURE T095%MAX DENSITY S. FOR RH EXISTMEMVEAL,WHICH <br /> REVEAL LESS <br /> 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN MATCH EXISTING REVEAL,WHICH MAY BE LESS THAN <br /> CURB FULL DEPTH JOINTS <br /> OF 4'OF CRUSHED SURFACING BASE COURSE. THE STANDARD 6".NEW CURB SHALL MATCH <br /> v-Gfloovf CONTROL JOINT 1p•' TYPE E-1 CURB,PLANTER STRIP& DIM <br /> ENSIONSAS SHOWN IN STANDARD DRAWINGS <br /> DEEP% - INTERVHE%PA BETWEEN JOINT30 <br /> FULL FULLLDEPTH ION SIDEWALK SECTION 307-309. <br /> AN HALF <br /> v <br /> JOINTS TYP y-Gg00yE CONTROL 6'MIN <br /> 3 "HALF DEPTH JOINT 5' COLD101NT (SEENOTE 7) <br /> v~SEE NOTE 9vv / � SIDEWALK <br /> IVI NERVALS IBE INTERVALSBETWEENPTH FULLEXPANSION <br /> mMAX SIDEWALK <br /> 21" = IV INTERVALS DEPTH JOINT AND HALF DEPTH EXPANSION H PAVEMENT <br /> NC f— - <br /> 0 0 <br /> 30'FULL DEPTH JOINT JOINTS ttP PAVEMENT 4- <br /> 3/8'HALF DEPTH : <br /> TYPICAL SECTION EX 15'INTERVALS NSSION TYPEA-1 \��`• : <br /> PAIONJOINT BETWEEN J \. <br /> 4'CRUSHED SURFACING BASE <br /> ft COLDJOINT :: .. ,a MA%DECOURSE,C PACTED TO 95% <br /> 30'fULL DEPTH JOINTS CURB&GUTTER <br /> SEE <br /> 307D TYPE A-1 CURB&SIDEWALK SECTION <br /> ttPE A-1 MATCH EXISTING CURB <br /> EVERETT PueucwowcS c CURB&GLFrrER REVEAL"" <br /> EVERETT <br /> € 1- Pusuc woRKs <br /> S II� WASHINGTON DEPARTMENT TYPE A- REPLACED PAVEMENT .HEW II_ WASHINGTON DEPARTMENT <br /> CURB <br /> CURB&GUTTEft <br /> g F `• m 7— 173oTozz EXISTING <br /> iPioTzozz <br /> TYPE A-1 PAVEMENT <br /> CEMENT CONCRETE CURB& <br /> .� CEMENT CONCRETE CURB&GLITTER 307 TYPE A-1 CURB&SIDEWALK REPLACEMENT CURBDETAIL SIDEWALK DETAILS 312 <br /> i <br /> _TYPE A-1 CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE CURB & SIDEWALK DETAILS �9 <br /> NTS C2.00 NTS C2.00 <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 AST/KWP TJP • Call 811 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY • wo business days 16015th Avenue,Suite 16M <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig Seattle,WA98101 C2. 11 <br /> DATE 206.622.5822 <br /> 11 23 2022 WWW.kpff.com SITE AND PAVING DETAILS <br /> SCALE: <br /> NO. DATE BY CHD. APPR. REVISION J 0 B No.: 2100507 AS SHOWN <br />