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CITY OF EVERETT DETAILS/TYPICALS verizonN/ <br /> PROJECT: <br /> PROJECT C NUMBER <br /> 1801AVAO.6 ROW EVT 1412 <br /> MONOLITHIC THICKENED EDGE NOTES NOTES PeaMITTlrvcervntt: <br /> 3/8"FULL DEPTH EXPAN5ION CURB AND SIDEWALK 1. SIDEWALKSSHALL BEA MINIMUM OF4"THICK,AND 1. "V"GROOVES SHALL BE SPACED TOCORRESPOND CITY OF EVERETT <br /> JOINFULL DEPTH EXPANSION 1'R SHALL BE COMMERCIAL MI%CONCRETE AS CALLED TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS <br /> CURB F30-ULL DETHPOIAL MATCH JOINT 30'MAGROOVVAL PRo.IECT Lounory <br /> CURB FULL DEPTH POINTS VINT1/4E CONTROL HMAORT 6" OUT IN5%,WSDOT MAXSTID 6.5PECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. <br /> MIN 4.5%,MAX 6.5%I. <br /> JOINT DEEPS' PAVEMENT 2%MA%" I 309 EAST CASINO RD, <br /> 3/8"HALF SION EPTHJOA INTERVALS BETWEEN PANSI 2. SIDEWALK EXPANSION JOINTS SHAM 2. ALL OBSTRUCTIONS <br /> SHALL <br /> TER HAVE <br /> AND OTHER3/9" <br /> EXPANSION l01NT AND HALF DEPTH EXPANSION \ \ ADJACENT <br /> PLACED TO(WITHOUT PUNTER <br /> IN B B OBSTRUCN JOINT MA ERIA FU ILL AROUND <br /> EVERETT,WA <br /> BE'INTERVALS IOINRTYP /�//\\� a ADJACENTCURB&GUTTER(WITHOUT PLANTER EXPANSION JOINT MATERIAL PLACED AROUND <br /> `��4, BETWEEN FULL DEPTH 3/8"HALF DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. <br /> dex^ SPACING DETERMINATION SHALL BE DECIDED BY THE E%PANSIONIOINT INSPECTORIN THE FIELD. A PT A PT 3. ALL 51DEWAV EDGES SHALL HAVE I/2"RADIUS. <br /> 15'INTERVALS <br /> BETWEEN FULL B" 12" 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 4. MINIMUM WIDTH OF SIDEWALK 155'(NOT <br /> DEPTH 95%OF MAXIMUM DENSITY. INCLUDING THE WIDTH OF THE CURB). �W�//�� <br /> VGROVE CONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS VJ <br /> JOINT I/4"DEEP 6" C 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS O <br /> �i AND BEHIND ROLL <br /> (STANDARD DRAWING 308I. U Z <br /> FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT ON TANGENT SECTIONS. <br /> S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ALLCURBRAMPS SHALL HAVE A THICKENED EDGE 0 = O <br /> _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INCLUDING V1 1 !!11 <br /> V-GROVE CONTROL JOINT 1/4" - S'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE CURB RAMPS BUILT ON TANGENT SECTIONS OF W L.L Q <br /> OEERS'INTENTRO BETWEEN 6 J 1'R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> FULL AND HALF DEPTH 2%MA% HOUING TIME SHALLBE FOR A MINIMUM OF72 CDEFORMIN TO <br /> MONOLITHIC CURBNOT REQUIRE <br /> /T'A <br /> FULLA AND <br /> DETH a CODITIONNGTO SEND EDGE.DO NOT REgUIRE U V J <br /> CAURB&SIDEWALK - ADDITIONAL THICKENED EDGE. Q' Q <br /> TYPE E-1 CURB A \ 6. ALL101NTS SHALL BE CLEANED AND EDGED WITH AN C O W N <br /> a\\' � a EWER HAVING A 3/8"RADIUS AFTER FINAL BROOM 6. FOR CURB RAMP DETAILS SEE STANDARD L <br /> FINISH I5 COMPLETED. PC PC DRAWINGS 319,319 AND 320. L L/) z r Z <br /> TYPE E-1 CURB&SW \- - Z L <br /> HMAORCT BASECCRUSHEDCOURSE <br /> SURFACINGARE !^I�1 Z r F <br /> PAVEMENT BASE COURSE,COMPACIED ]' SIDEWALKS IN COMMERCIAL <br /> W O O W Q <br /> 3/8"FULL DEPTH EXPANSION T095%MAX DENSITY ARTERIALS,IN COMMERCAL AREAS,OR AS <br /> TYPE E-1 CURB APPROVED BY THE CITY ENGINEER. N <br /> JOIN FULL30' DE TH)DIINTER AL)DINTS <br /> al 1-- <br /> CURB Uj Z <br /> FULL DEPTH l01NT5 B. CURB REVEAL MUST MATCH EXISTING TOP OF CURB W O <br /> TYPES-1 CURB,PLANTER STRIP& FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE V C Q \ L) <br /> VGROVE CONTROL JOINT I/4"DEEP FUEL CURB IS PLACED IN AS SHOWN IN THE TYPICAL C <br /> 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECITONBUTTHEASPHALT STREET WILL COVER FACE N J W Z <br /> HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. Z d zm) <br /> VGROVE CONTROL S'MIN COLD JOINT < w IL' <br /> 3/8"HALF DEPTH JOINTS/4"DEEP 5' COLD101NT LL <br /> EXPANSION JOINT INTERVALS BETWEEN FULL CEMENTCONCRETE a TYPE"A" _ d' <br /> ,S'INTERVALS BETWEEN AND HALF DEPTH XAPANSION 2%MAX SIDEWALK [OLD JOINT THICKENED EDGE N ■ O WQ <br /> 30'FULL DEPTHJOINT JOINTSTYP HMAORCONC e L/) ■ ■ <br /> PAVEMENT 2%MAX 1 W ■ Z) z Z <br /> 3/8"HALF DEPTH :• a.. 2%MAX ` 2%MAX 1 J. U O <br /> EVAN51ON JOINT < /\ J. �IT <br /> IQBYj <br /> l U)VINTERALSBETWEEN A- Q <br /> COLDl01 W'FULLDEETHJOINTS CURB&CUTTER COURSE COMPACTED TO 95% < <br /> G BASE <br /> SEESTANDARD MAX DENSITY U R <br /> DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION <br /> SECTION A-A SECTION B-B SECTION C-C <br /> CITY OF EVERETT CITY OF EVERETT <br /> ��AT PUBLIC WORKS DEPARTMENT a� ry PUBLIC WORKS DEPARTMENT �OI�r�l�r <br /> TYPE <br /> A-CURB&CURER '""' r3121 <br /> 26/20 � m"^a•x o• xn,-E201] FORE SITE <br /> CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK group <br /> TYPE A CURB&SW SIDEWALK DETAILS AT CORNERS 313 <br /> ForesXe GreuP,Inc. w I wxw.fg-Inc.nM <br /> 3000 E Ceser CM1aysz St. o 1334.00].60fi4 <br /> Suite 400 f1334.00].6024 <br /> Austin,TX]8]02 <br /> NOTES NOTES <br /> FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE 1. 5'MIN SEPARATION BETWEEN PUBLIC UTILITIES <br /> BE SAWCUT BACKFILLED AND PATCHED WITH TEMPORARY OR FROM PRIVATE UTIUTIES. <br /> EXISTING ASPHALT ASPHALT CONCRETE(2"MINI ASPHALT AT THE END OF EACH WORK DAY,UNLESS <br /> CONCRETE AS HALT CONCRETE <br /> TING THICKNESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE 2. MIN SEPARATION REQUIREMENTS FROM PUBLIC <br /> E%ISTING CEMENT CITY ENGINEER. UTIUTIES APPLY WITHIN EASEMENTS AND <br /> PRIVATE PROPERTY. <br /> CONCRETE <br /> 2. ALLTEMPORARY PATCHES ON TRENCHES SHALL BE <br /> 6" IN SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF 30'UTILITY 10'UTILITY <br /> —t— 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. EASEMENT SEE STANDARD DRAWING 300 EASEMENT <br /> MATCH EXISTING THICKNESS <br /> 3. CEMENT CONCRETE FOR PATCHING SHALL BE <br /> 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT PAVEMENT <br /> CA <br /> STANDARD SPECIFICATIONS. SOUTH OR WEST NORTH OR EAST <br /> SEE STANDARD DRAWING 614 <br /> SIDE OF STREET SIDE OF STREET I ENGINEER: AB <br /> SEE STANDARD SEE STANDARD <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE DRAWING 300 DRAWING 300 <br /> DRAWN BY: AS <br /> FINAL JOINT MUST REVISIONS <br /> BE SAWCUT REPLALT EMENCRETE IT'MIN) <br /> DESCRIPTION INITIAL <br /> CONCREXI ETE <br /> I-THICKER THANT ATCHIOBE <br /> CONCRETE I-THICKER THAN PREVIOUSLY EXISTED <br /> O O O O 0 0 0 0 <br /> 6"MIN 6"MIN CRUSHED SURFACING 0 0 <br /> TOP COU RSE 2 2 <br /> SEE STANDARD DRAWING 614 <br /> O O SY <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE 3 MIrv� 0 <br /> 0 0 <br /> FINAL JOINT MUST L m W g l <br /> EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> BE SAWCUT S z S THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> CEMACEMENCRETEH MINI O i e <br /> E%ISTING CEMENT REPLACEMENT PATCH TO BE ti PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B <br /> �y PDONORAVEMENT <br /> I-THICKER THAN PREVIOUSLY EXISTED BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> 3 PAVEMENT ,°'i REPRODUCED, COPIED, N USED FOR ANY PURPOSE <br /> &@ p WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> SCALE <br /> 9 6"MIN 6"MIN CRUSHED SURFACING CITY OF EVERETT CITY OF EVERETT <br /> TOPCOURSE PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A <br /> ET SEE STANDARD DRAWING 614 `""RTx..R ?oin' `v,`uiSixxcw ""'9,n 0`42z672017 I "'�•" 'tea' " iw"�.+u.ew ��' X267201T <br /> EXISTING CEMENT CONCRETE OVER PREPARED GRADE VERTICAL: N/A <br /> �. PAVEMENT PATCHING DETAILS 326 I TYPICAL UTILITY LOCATIONS 330 <br /> SHEET: E-03 <br />