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PEREZ SP <br /> PROPERTY CORNER SECTION 13, TOWNSHIP 28N , RANGE 4 E W. M . <br /> STA 10+00.00, 30.00'LT7zLL <br /> F- <br /> et U <br /> I 0 <br /> LU <br /> CX S16EPJAt1@ —— —1 N Po v'_-. . <br /> MONOLITHIC <br /> THICKENOEDGE NOTES <br /> o ' 3/8"FULL DEPTH EXPANSION CURB AND SIDEWALK <br /> --._ 3/8"FULL DEPTH EXPANSION 1, SIDEWALYS SHALL BEAMINIMUM OF 4"THICK,AND <br /> \ JOINT 30'MAX INTERVAL SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br /> JOINT 30'MA%ITERVAL MATCH HMA OR 6�� STANDARD SPECS,WITH AIRENTRgINMENT(MIN 4.fi W <br /> - 24 ` CURB FULL DEPTH JOINTS VGRODVE CONTROL PCONCAVEMENT 1^R 2%MA% %,MA%fi.5%). <br /> REMOVE&REGRADE EX. 5' ng * o <br /> WADE SIDEWALK TO PROVIDE I _- "-� JOIT1/4"DEEPS' . LU <br /> --�—� {f <br /> RAMP PER STD. DWG. 31S -"- -_ E%PAN ION'DINT <br /> AND <br /> BETWEEN FULLANSI +• <br /> e 11 '2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br /> „ 15'INTERVALS AND HALF DEPTH EXPANSION K GENERALLY BE PLACED TO MATCH THOSE IN <br /> 101NTSTVP `.$ ADJACENT CURB&GUTTER(WITHOUT PLANTER a a <br /> STRIP).MAXIMUM SPACING OF 30 FEET,FINAL qE <br /> BETWEEN FULL DEPTH 4"CRUSHED SPACING DETERMINATION*HAIL BE DECIDED BV TXE <br /> STA 1D+DG.00. 22.32'LT �-_... .-._ 21 LF 12' D.'f .' 3/8"HALF DEPTHJOINT SURFACING <br /> BEGIN 1*CUR I I. g _ EXPANSION T ..... <br /> w p BASE COURSE INSPECTOR IN THE FIELD. <br /> STA 10+89.57, 22 34'LT IS'INTERVALS COMPACTED Ir 12 <br /> MATCH EXISTING HOLLY DRIVE END CURB &SIDEWALK DEPTH FULL T095%MA% 3. SUBGRADE SHALL BE COMPACTED TO NOT LESSTHAN <br /> DENSITY 95%OF MAXIMUM DENSITY. <br /> VGROOVE CONTROL BY _`���.y�{. <br /> JOINT I/4'•DEEP6" MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS �••'•"'• '•.y,- <br /> STA 10+02.20, 22.36'LT -- _ m NEW B' WIDE SIDEWALK FROM FACE Of CURB &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). OJJ CJ <br /> ,--- REPLACE 73 LF TJ x (STD. DWG. 312) � -_-' <br /> BEGIN 6' SIDEWALK -.c'ti `"— CURB &GUTTER .� �,,, •• , <br /> VGROOVE CONTROL JOINT b' S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH 1 �• <br /> 9+75 "„ WITH TYPE A-1 -y V TRANSPARENT CURING COMPOUND COVERED BY •b <br /> 1/4"DEEP 5'INTERVALS PER PLANS WATERPROOF PAPER OR PLASTIC SHEETING IN THE S`• <br /> ,O+OC I (STD. DWG. 3O7) ASPHALT PATCH BETWEENFULLANDHALF J 1^R 6'MIN EVENT OF MIN OR OTHER INCLEMENT WEATHER. O•`':�. <br /> AS NECESSARY DEPTH EXPANSION JOINTS TYP 2%MAX HCURINGOURS.TIME SHALL BE FOR A MINIMUM OF 72 DSO r"'• <br /> 24' CENTERLINE D/W CUT tiY - I- - - MONOLITHIC CURB&SIDEWALK iN,�^ <br /> STA 10+14.20, 22.90'LT TYPE E-1 CURB 111 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM <br /> PER. STD DEL 315 TYPE E-1 CURB&SIDEWALK FINISH IscOMPLETEo <br /> ------.__ „---_ HMA OR CONC /"CRUSHED SURFACING---"-- _ _ -' PAVEMENT 7 SIDEWALKS ARE 6-MIN WIDE OR AS APPROVED BYTHE <br /> BASE COURSE, CITY ENGINEER <br /> -.._W -- - 3 8"FULL DEPTH EXPANSION COMPARED <br /> —W` ----W W W _----_ W — — "-`••'-- I JOINT 30'MAX INTERVAL MATCH TYPE E-I CURB TO 95%MAX DENSITY S. FOR REPLACEMENT PROJECTS,CURB REVEAL SHALL <br /> -- W W W CURB FULL DEPTH JOINTS MATCHNISTINGfi REVEAL,WHICH MAYBE LESS THAN <br /> "W VGROOVE CONTROL 4^ TYPE E-1 CURB,PLANTER STRIP THE*A DARD N CURB HALL MATCH <br /> SAS SHOW <br /> N IN STA DRAWINGS <br /> DIMENSION STANDARD <br /> DEEP S'ITEflVAU BETWEEN FULL' 3/8"FULL DEPTH EXPANSION SIDEWALK SECTION 307-309. Uj <br /> - - AND HALF DEPTH EXPANSION JOINT 30'MAX INTERVALJOINTSTYP E.� <br /> $ -- - --___ -- JOINT 1/4*DEEP S'VGROOVE CONTROL COLD JOINT SEE NMITE 7) CEMENT CONCRETE �J <br /> -0 `_ - ------ ------ --�T------ -'-""" - _ E/8"HAFDEPTHX ANSION INTERVALS BETWEEN FULL <br /> NOTE <br /> 7) SIDEWALK L <br /> -- 15'INTERVN1 ONALSBETMEEN AND HALE DEPTH EXPANSION HMA OR CONC <br /> ,,:INTERVALS <br /> DEPTH JOINT JOINTS TYP PAVEMENT ?. <br /> 3/8"HALF SION JOINT <br /> 3.,.. ..vw.vw.x�:_ �J <br /> IV INTERVALS NT q CRUSHED SURFACING BASE L <br /> 35'FULL DEPTH JOINTS TYPE&-1 COURSE,DO <br /> O A <br /> _ COLDl01NT 30'FULI DEPTH JOINTS CURB&GUTTER MAX DENSITY L.L <br /> INTERSECTION { — — — -- DRAWING 33007D <br /> pFh pE TYPE A-1 CURB&SIDEWALK SECTION <br /> HOLLY DRIVE TYPE A-1 MATCH EXISTING CUM <br /> STA 10+14.20, 0.00' CURB&GUTTERS REVEAL,SEE NOTE 8 LL <br /> �F. ACCESS TRACT .1• :o'iS,P f;WVkt V RIP E.VE R'E T T PUBLIC WORKS <br /> STA 20+ 0, TYPE A-1 & T WABHINGTON DIPARTMC1111►, CURS&GUTTER STG CUB T713 71022 <br /> PAVEMENT <br /> CEMENT CONCRETE CURB& <br /> TYPE A-1 CURB&SIDEWALK REPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 <br /> �I N aD <br /> Know what's below. a 00 0 <br /> UJ <br /> Call two business o 3 0 N <br /> days before you dig. o To 20 U)0 <br /> III <br /> HORIZONTAL SCALE �11 LU LU-w <br /> 1Y <br /> W <br /> O> <br /> _.........-. _- ---. N W <br /> 3 Q NOTES V 2 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. NOTES Z <br /> EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSIONJ0IT, 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND <br /> SECURELYSTAKED. It <br /> 3. 9/8"WIDE FULL DEPTH.EXPANSION JOINT IF 2. HALF DEPTH,3/8"XI-1/2",EXPANSION JOINTS <br /> EXIST TYPE NOTE IABOVE IS IS'OR GREATER. SHALL BE PLACED ON 15-FOOT CENTERS. <br /> 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED W W <br /> CURB 4. WRHI BE SURFACEDTY <br /> ITHASP ASPHALT <br /> OR DRIVEWAY ADJACENT TO CATCH BASINS,INLETS AN D AT POINTS W <br /> 4 SHALL BE SURFACED WITH ASPHALT OR <br /> CONCRETE. OF TANGENCY ON STREETS,ALLEY AND DRIVEWAY 1 <br /> RETURNS.MAXIMUM SPACING SHALL BE 30 FEET. <br /> O5, THE DRIVEWAY RAMP INCLUDING WING RAMPS 6.5" PRE-MOLDED JOINT FILLER SMALL BE 3/8"WIDE, O.L <br /> 1 SHALL BE CONCRETE COMMERCIAL MIX AS\\� <br /> �.' CALLED OUT IN WSDOT STANDARD\ 2 SPECIFICATIONS,AMIN OF 6"THICK AND PLACED S•S., 4. ALL l01NT55HALL BE CLEAN AND EDGED. W <br /> ON A MINIMUM OF 2"CRUSHED SURFACING <br /> OS BASE COURSE COMPACTEDTO 95%MAXIMUM 1/2"MDIUS� 1"RADIUS S. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br /> DENSITY. 2°k OUT IN WSDOT STANDARD SPECIFICATIONS. <br /> �� •`.` `.`.`. S. MAINTAIN I/2"LIP AT GUTTER, —_ '� 6 SECTSTEE ONS.W000 FORMS MAY BE USED ON CURVED <br /> O. SERIONS, <br /> 7 1 \`�' D/W �1"RADIUS Z d <br /> \\� \ 4% 7. FINISH SHALL BE LIGHT BROOM FINISH. O = <br /> E �� --}--% --- S. THE FINISHED CURB SHALL BE SPRAYED WITH A co Z 00 2 <br /> TRANSPARENT CURING COMPOUND AND COVERED <br /> \� BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN O = O N <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE <br /> WEATHER.CURING TIME SHALL BEA MINIMUM OF _a <br /> / 72 HOURS. �- Q 17 W <br /> 3 � <br /> EXIST MONOLITH IC 9. AL LCURBANDGUTTERSHALLSEPLACEDONAMIN N W <br /> CURBANDSW '" - OF 4"OF CRUSHED SURFACING BASE COURSE. _ <br /> PAVEMENT <br /> Lij <br /> fi'MIN, V MIN. ; <br /> EX6T � SEE NOTE W W W �. <br /> 24" O Q O <br /> 2—PAVEMENT 6 2% 4 PAVEMENT 4 - _ H- Z <br /> Q. .0 <br /> TYPICAL SECTION F O N <br /> U <br /> q - MONOUTHICCURB <br /> 6 SSW <br /> \ CITY OF EVERETT ---— <br /> `TMINCRU9HED :SURFACINGEVERETT PUBLIC WORK$ <br /> C <br /> PUBLIC WORKS DEPAWBIRNT DCPARTMCNT evEJT <br /> �a SECTION AA SECTION SASE <br /> w 1NB WASHINGTON <br /> USING TYPE A-1 CURB a on.e <br /> USING MONOLITHIC CURB&SW ^"' r - 8/11/2022 <br /> " CEMENT CONCRETE """ T7iBTzozz <br /> I= _ DRIVEWAY RAMP TYPE-1 315 TYPE A-1 <br /> �- CEMENT CONCRETE CURB&GUTTER 307 "" <br /> 1°=10� <br /> w,.oN. <br /> 3 9 <br />