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CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.003 ROW EVT 0937 <br /> MONOLITHIC THICKENED EDGE NOTES NOTES peaMlTTlry cervntt: <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'MA%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 pBo�ECT Locnnory <br /> CURB FULL DEPTHJOINTS V-GROOVE CONTROL HMA OR CONC 6" OUT IN5%,MAX 6.5PECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. <br /> MIN 4.5%,MAX 6.5%I. <br /> JNTERVALS DEEPS' PAVEMENT 2%MA%"� I 2715 EVERETT AVE <br /> 3/8"HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALKFUU.DEPTH EXPANSION JOINTS SHALL 2. ALL UTILITY POE ES,METER VEBOXES L AND OTHER3/9" <br /> EXPANSION JOINT AND HALF DEPTH EXPANSION \ \ GENERALLY BE PLACED TO MATCH THOSE IN B B OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/e" 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 /> dAx^ 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 308I. U Z ELI <br /> FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT ON TANGENT SECTIONS. <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ALLCURBRAMPS SHALL HAVE A THICKENED EDGE O w O <br /> TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INC LUDING V1 Q <br /> V-GROVE CONTROL JOINT I/4" - _ PER PLANS WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> S'MIN CURB RAMPS BUILT ON TANGENT SECTIONS OF U C) a Q <br /> DEEP S'INTERVAIS BETWEEN 6 J I'R EVENT OF MINOR OTHER INCLEMENT WEATHER. <br /> FULLAND HALFDEPE 2%MA% HOUING TIME SHALLBE FOR A MINIMUM OF72 CDEFORMIN TOSTE)DCURBANO NOT REQU <br /> E%PANSION101NTSTYP MONOUTHIC . CONFORMING TO STD DWG 312 DO NOT REgUIRE 'n F <br /> CURB&SIDEWALK - ADDITIONALTHICKENEDEDGE. > V J <br /> TYPE E-1 CURB A \ 6. ALLIOINTS 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 <br /> FINISH I5 COMPLETED. PC PC DRAWINGS 319,319 AND 320. L In z Z <br /> TYPE E-1 CURB&SW \- - 4� Z <br /> HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z F <br /> PAVEMENT BASE COURSE,COMPACTED ]. SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALONG W O O ED Q <br /> 3/8"FULL DEPTH EXPANSION T095%MA%DENSTR ARTERIALS,IN COMMERCIAL AREAS,OR AS <br /> JOINT 30'MA%INTERVAL MATCH <br /> TYPE E-1 CURB APPROVED BY THE CITY ENGINEER. <br /> CURB FULL DEPTH JOINTS B. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br /> TYPE E-1CURB,PLANTER STRIP& FOR TH <br /> REPLACEMENT PROJECTS.THIS MEANS THAT THE V C Q J L) <br /> VRROVE CONTROL JOINT 1/4"DEEP FUELCURB 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 FACE C zco J Q � <br /> HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. C z a <br /> VRROVE CONTROL S'MIN COLDJOINT Cr w K <br /> 3/B"HALF DEPTH JOINTS/4"DEEP 5' COLD101NT 0 Q CD <br /> EXPANSION JOINT INTERVALS BETWEEN FULL CEMENTCONCRETE TYPE"A _ = IY <br /> IS'INTERVALS BETWEEN AND HALF DEPTH IXPANSION �MMSIDEWALK ° [OLD JOINT THICKENED EDGE N ■ W <br /> 30'FULL DEPTHJOINT JOINTSTYP HMAORCONC e V) ■ ■ 9 <br /> PAVEMENT 2%MAX 1 W ■ V Z <br /> 3/8"HALF DEPTH 2%MA% ` 2%MA% UOQ <br /> EVAN51ON JOINT < \ .5'INTERVALS BETWEEN ttPE A-1 / ITo -T tt • �a Q m <br /> COLDJOINT W'FULLDEPTHJOINTS CURB&' COURSE,COMPACTED TO 95% d 4a 7I t <br /> �.e SEESTANDARD / / MAXDENSITY <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 FOTYPE A-1I�rSlTr <br /> CURB&CURER '""' /26/2017 m,^s•' o• 04]367201] KF` C <br /> CEMENT CONCRETE CURB& X, CEMENT CONCRETE SIDEWALK group <br /> TYPE A CURB&SW SIDEWALK DETAILS 312` AT CORNERS 313 <br /> FCresXe GreuP,Inc. w I wxw.fg-Inc.nM <br /> 3000 E Csse,Ch..S. 1 1334.007.6064 <br /> Suite 400 f1334.007.6024 <br /> Austin,TX 70702 <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 BNOTILLED 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. 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 10'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: NL <br /> REVISIONS <br /> BE SAWCUT JOINTAL MUST DESCRIPTION INITIAL <br /> BE S � � n LTF <br /> ARE SPHALT CONCRETE(3"MINI /\ \\/\\�/\\ \\�\�/\�\\ ,E,\\,y <br /> CONCNGASPHALT I-THICKER THAATCHIOBE / /\'\ 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 Mo 0 <br /> oz P oz <br /> FINAL JOINT MUST L m W g l <br /> EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> BE SAWCUT S z I 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 BHA LL 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"]201] 3 "'�•" 'tea' " iw`T+u.ew ��' �267201] <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 />