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CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.004 ROW EVT 0586 <br /> MONOLITHIC THICKENED EDGE NOTES NOTES reaMlTTlry cervnTY: <br /> 3/8"FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKSSHALL BEA MINIMUM OF4"THICK,AND 1. "V"GROOVES SHALL BE SPACED TO CORRESPOND CITY OF EVERETT <br /> JOINFULL DEPTH EXPANSIONT 30'MAX INTERVAL MATCH JOINT 30'MAX INTERVAL 1'R SHALL BE COMMERCIAL MI%CONCRETE AS CALLED TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS <br /> JOINT <br /> CURB FULL DEPTH l01NT$ V-GROOVE CONTROL HMA OR CONC 6" OUT IN WSDOT STD DIRECTEDSPECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. PROJECT LOCATION <br /> MIN 4.5%,MAX 6.5%1. <br /> JOINT I/4"DEEP 5' PAVEMENT 2%MA%" I 2420 39TH STREET <br /> 3/8"HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL 2. ALL UTILITY POLES,METER BOXES AND OTHER <br /> EXPANSION JOINT AND HALF DEPTH EXPANSION \ \ GENERALLY BE PLACED TO MATCH THOSE IN B B OBSTRUCTIONS SHALL HAVE FU ILL DEPTH3/9" EVERETT,WA <br /> 15'INTERVALS 101NTSTYP / /\\� a ADJACENT CURB&GUTTER(WITHOUT PLANTER E%PANS ION JOINT MATERIAL PLACED AROUND <br /> BETWEEN FULL DEPTH 3/8"HALF DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. <br /> dex^ SPACING DETERMINATION SHALL BE DECIDED BY THE EXPANSIONIOINT INSPERORIN 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). d <br /> VROOVE CONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS <br /> JOINT I/4"DEEP 6" C 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS O — <br /> �i AND BEHIND ROLL (STANDARD DRAWING 3081. U Z <br /> FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT ON TANGENT SECTIONS. Z <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ALLCURBRAMPS SHALL HAVE A THICKENED EDGE O LLI O <br /> _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INC LUDING V1 w <br /> V-GROVE CONTROL JOINT 1/4" - TMIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> DEERS'INTENTRO BETWEEN 6 J 1'R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURB RAMPS BUILT ON TANGENT SECTIONS OF W C) Q Q <br /> FULL AND HALFDEPE 2%MA% HOURS.TIME SHALLBE FOR A MINIMUM OF72 CDEFORMIN TO <br /> MONOLITHIC NOT REQUIRE <br /> = J <br /> E%PANSION101NTSTH a CODITIONNGTO SEND EDGE.DO NOT REgUIRE U � = J <br /> CA RB&SIDEWALK - ADDITIONAL THICKENED EDGE. � a Q <br /> TYPE E-1 CURB 4 \ 6. ALLIOINTS SHALL BE CLEANED AND EDGED WITH AN C O W 'n N <br /> a\\' � a EWER MAVINGA3/8"RADIUS AFTER FINAL BROOM 6. FOR CURB RAMP DETAILS SEE STANDARD v <br /> FINISH I5 COMPLETED. PC PC DRAWINGS 318,319 AND320. L In = Z <br /> TYPE E-1 CURB&SW \- - 4� Z <br /> HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z ~- <br /> PAVEMENT BASE COURSE "IMPACTED ]. SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALONG W O O > <br /> T095%MAX DENSITY ARTERIALS,IN COMMER IALAREAS,ORAS (n <br /> 3/8"FULL DEPTH EXPANSION APPROVED BY THE CITY ENGINEER. In U LU Z <br /> JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB _ O <br /> CURB FULL DEPTH JOINTS 9. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br /> TYPE E-1CURB,PLANTER STRIP& FOR LL TH <br /> REPLACEMENT PROJECTS.THIS MEANS THAT THE V C Q Q L) <br /> VRROVE CONTROL JOINT 1/4"DEEP FU CURB IS PLACED IN AS SHOWN IN E TYPICAL C <br /> 5'INTERVALS BETWEEN FULL AND 1/2'FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT THE ASPHALT STREET WILL COVER FACE C zcc <br /> Ja Z <br /> HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. C <br /> VROOVE CONTROL S'MIN COLDJOINT c W W K <br /> 3/8"HALF DEPTH JOINTS/4"DEEP 5' COLD101NT <br /> EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE TYPE"A Fn <br /> 35'INTEPVALS BETWEEN AND HALF DEPTH IXPANSION �MMSIDEWALK ° [OLD JOINT THICKENED EDGE N ■ Z W <br /> 30'FULL DEPTHJOINT JOINTSTYP HMAORCONC e L/) ■ ■ Z) m <br /> PAVEMENT 2%MAX 1 W ■ = Z <br /> 3/8"HALF DEPTH 2%MA% ` 2%MAX UOEVAN51ON JOINT < \5'INTERVALS BETWEEN TYPE A-1 / E.To BASE -T tt •, �IIE Q <br /> COLDJOINT 30'FULLDEPTHJOINT5 CURB&CUTTER Co.COURSE,COMPAED TO 95% d 4a 7I t ? U <br /> �.e SEESTANDARD / / MAXDENSITY la I. � 18.� <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 DEPARTMENTTYPE A-1 �OI�r�l�r <br /> CI1RB&CURER '""' /26/2017 m,^a•x o• Q 672017 FORE SITE <br /> CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK group <br /> TYPE A CURB&SW SIDEWALK DETAILS 312` 313 <br /> AT CORNERS <br /> G Inc. w I wxw.fg-Inc.n 30M M E ., <br /> 3000 Ceser CM1aysz St. 11 334.00].6U64 <br /> Su 334024 <br /> AusBhm,tin,T 1 TX]0]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 /> EXISTING CEMENT CITY ENGINEER. UTUUTIES 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 CA <br /> PAVEMENT <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 I DRAWING 300 DRAWING 300 I I DRAWN BY: PS <br /> REVISIONS <br /> BE SAWCUT JOINTAL MUST DESCRIPTION INITIAL <br /> BE S � 4, � nLTF <br /> ARE SPHALT CONCRETE IT'MINI \//� \\�\ /\\ � ��/\�\\ \\� <br /> CONCNGASPHALT I-THICKER THAATCH TORE / TSY <br /> CONCRETE 1"THICKER THAN PREVIOUSLY IXISTEO \\/ / \�\ <br /> O O O O O O O O <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 /> EXISTING 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, OR USED FOR ANY PURPOSE <br /> &@ p WITHOUT SPECIFIC WRITTEN PERMISSION <br /> . <br /> SCALE <br /> 9 6"MIN 6"MIN CRUSHED SURFACING CITY OF EVERETT CITY OF EVERETT <br /> TOP COURSE PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A <br /> SEE STANDARD DRAWING 614 `v,`ui4Lxew ""1- 0`4]z6]2017 3 "'�•" 'tea' " iw`T+u.ew ��' �267201T <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 />