2401 HEWITT AVE 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizonN/ PROJECT: PROJECT ID NUMBER 1703MNTR.9 ROW EVT 0575 MONOLITHIC THICKENED EDGE NOTES NOTES peaMlTTlrvcervntt: 3/8"FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKSSHALL BEA MINIMUM OF4"THICK,AND 1. "V"GROOVES SHALL BE SPACED TOCORRESPOND CITY OF EVERETT JOINFULL DEPTH EXPANSION 1'R SHALL BE COMMERCIAL MI%CONCRETE AS CALLED TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS CURB F30-ULL DETHPOIAL MATCH JOINT 30'MAGROOVVAL pBo�ECT Lounory CURB FULL DEPTH POINTS VINT1/4E CONTROL HMAOR CONIC R" OUT IN5%,WSDOT MAXSTID 6.5PECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. MIN 4.5%,MAX 6.5%). JOINT DEEPS' PAVEMENT 2%MA%"� ( 2320 HEWITT AVE 3/8"HALF SION EPTHJOA INTERVALS BETWEEN PANSI 2. SIDEWALK EXPANSION JOINTS SHAM 2. ALL OBSTRUCTIONS SHALL TER HAVE AND OTHER3/9" EXPANSION l01NT AND HALF DEPTH EXPANSION \ \ ADJACENT PLACED TO(WITHOUT PUNTER IN B B OBSTRUCN JOINT MA ERIA FU ILL AROUND EVERETT,WA BE'INTERVALS IOINRTYP /�//\\� a ADJACENTCURB&GUTTER(WITHOUT PLANTER EXPANSION JOINT MATERIAL PLACED AROUND `��4, BETWEEN FULL DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. W dex^ 3/8"HALF DEPTH �:� SPACING DETERMINATION SHALL BE DECIDED BV THE EXPANSION JOINT INSPECTORINTHE FIELD. A PT A PT 3. ALL SIDEWALK EDGES SHALL HAVE I/2"RADIUS. /) 15'INTERVALS BETWEEN FULL B" 12" 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 4. MINIMUM WIDTH OF SIDEWALK 155'(NOT = DEPTH 95%OF MAXIMUM DENSITY. INCLUDING THE WIDTH OF THE CURB). D- VGROVECONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS JOINT I/4"DEEP 6" '� AND BEHIND ROLL (STANDARD DRAWING 308). C 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS O Z j FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT ON TANGENT SECTIONS. ` Z 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ALLCURBRAMPS SHALL HAVE A THICKENED EDGE V [I _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INCLUDING V1 V-GROVE CONTROL JOINT I/4" - 5-MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE CURB RAMPS BUILT ON TANGENT SECTIONS OF U C) w Q DEEP S'INTERVAIS BETWEEN 6 J 1'R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. FULL AND HALFDEPTH 2%MA% HOURS ADDITION TIME SNAIL BE FORAMINIMUM OF]2 SIDEWALK.MONOLITHIC CURB AND SIDEWALK EXPANSION ALF DEPTH MONOUTHIC . CODITION FORMING SENDWG312 DO NOTREgUIRE m ~ CURB&SIDEWALK - ADDITIONAL THICKENED EDGE. J TYPE E-1 CURB A \ 6. ALL101NTS SHALL BE CLEANED AND EDGED WITH AN C O W D N a\\' � a EWER HAVING A 3/8"RADIUS AFTER FINAL BROOM 6. FOR CURB RAMP DETAILS SEE STANDARD FINISH I5 COMPLETED. PC PC DRAWINGS 319,319 AND 320. L l/1 z = Z TYPE E-1 CURB&SW \- - 4� Z HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z Z F PAVEMENT BASECOURSE,COMPACTED ]' SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALONG W O (n O Q T095%MAX DENSNY ARTERIALS,IN COMMERCAL ARFAS,OR AS 3/8"FULL DEPTH EXPANSION APPROVED BY THE CITY ENGINEER. E In Z JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB 1-- U O CURB FULL DEPTH JOINTS 9. CURB REVEAL MUST MATCH EXISTING TOP OF CURB TYPE E-1CURB,PLANTER STRIP& FOR REPLACEMENT PROJECTS.THIS MEANS THAT ME u C Q W U VGROVE CONTROL JOINT 1/4"DEEP FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL C Z c, 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT THE ASPHALT STREET WILL FACE C L/� J O HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. C z 0- J O VGROVE CONTROL S'MIN COLDJOINT cr LU z CC 3""HALF DEPTH JOINTS/4"DEEP 5' COLD101NT z (7 EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE aTYPE"A" _ Q [[ 15'INTERVALS BETWEEN ANDHALFDEPTHIXPANSION 2%MAX SIDEWALK Co[OLDJOINT THICKENED EDGE v) ■ W 301FULL DEPTH JOINT JOINTS TYP HMA OR CONIC e Lu ■ ■ Z) (n z PAVEMENT 2%MAX 1 W ■ Z 3/8"HALF DEPTH :• a.. 2%MAX ` 2%MAX 1 J. U O EVAN51ON JOINT < /\ J. 15'INTERVALS BETWEEN TYPE A-1 2"CRUSHED SURFACING BASE -T tt �IIE U LLI COLDJOINT W'FULLDEPTHJOINTS CURB&CUTTER COURSE,COMPACTED TO 95% d to 7I t >, a D_' �.e SEESTANDARD / / MAX DENSITY la �> 18 i�i LLI DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION € > 5 SECTION A-A SECTION B-B SECTION C-C W CITY OF EVERETT CITY OF EVERETT ��AT PUBLIC WORKS DEPARTMENT a� ry PUBLIC WORKS DEPARTMENT �OI�r�l�r TYPEA-CURER '""' /26/201] m"^a•x o• 042167201]CURB& FORE SITE CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK group TYPE A CURB&SW SIDEWALK DETAILS 312` 313 AT CORNERS 30M E G., Inc. w 1334.:,IR:N l 3000 E Ceser CM1aysz St. 0 1 334.00].6OC, Suite 400 f1334.00].6024 Austin,TX]8]02 NOTES NOTES FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE 1. 5'MIN SEPARATION BETWEEN PUBLIC UTILITIES BE SAWCUT BNOTILLED AND PATCHED WITH TEMPORARY OR FROM PRIVATE UTIUTIES. EXISTING ASPHALT ASPHALT CONCRETE(2"MINI ASPHALT AT THE END OF EACH WORK DAY,UNLESS CONCRETE AS HALT CONCRETE TING THICKNESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE 2. MIN SEPARATION REQUIREMENTS FROM PUBLIC E%ISNNG CEMENT CITY ENGINEER. UTIUTIES APPLY WITHIN EASEMENTS AND PRIVATE PROPERTY. CONCRETE 2. ALLTEMPORARY PATCHES ON TRENCHES SHALL BE 6" IN SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF 1O'UTILITY 10'UTILTTY —t— 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. EASEMENT SEE STANDARD DRAWING 300 EASEMENT MATCH EXISTING THICKNESS 3. CEMENT CONCRETE FOR PATCHING SHALL BE 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT CA PAVEMENT STANDARD SPECIFICATIONS. SOUTH OR WEST NORTH OR EAST SEE STANDARD DRAWING 614 SIDE OF STREET SIDE OF STREET I ENGINEER: AB SEE STANDARD SEE STANDARD EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE DRAWING 300 DRAWING 300 DRAWN BY: AB FINAL JOINT MUST REVISIONS BE SAWCUT REPLALT EMENCRETE IT'MIN) \\�\�j DESCRIPTION INITIAL CONCREXI ETE I-THICKER THANT ATCHIOBE \ \ TSY CONCRETE I-THICKER THAN PREVIOUSLY EXISTED /\\\\ \ O O O O \�/ \'COVER�\�� \ \\\ O O O O 6"MIN 6"MIN CRUSHED SURFACING 0 0 TOP COU RSE 2 2 SEE STANDARD DRAWING 614 O O SY EXISTING ASPHALT CONCRETE OVER PREPARED GRADE 3 Mo 0 0 0 FINAL JOINT MUST L m W g l EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT BE SAWCUT S z S THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE EXIS'ENCEMACEMENCRETEH MINI O i e DONORG CEMENT REPLACEMENT PATCH TO BE ti PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B �y PAVEMENT I-THICKER THAN PREVIOUSLY EXISTED BEING ISSUED IN STRICT CONFIDENCE AND BHA LL NOT B 3 PAVEMENT ,°'i REPRODUCED, COPIED, OR USED FOR ANY PURPOSE &@ p WITHOUT SPECIFIC WRITTEN PERMISSION . SCALE 9 6"MIN 6"MIN CRUSHED SURFACING CITY OF EVERETT CITY OF EVERETT ISTOP COURSE PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A SEE STANDARD DRAWING 614 `v,`ui4Lxew ""O,n U42267201] 3 "'�•" 'tea' " iw"�.+u.ew ��' �267201] EXISTING CEMENT CONCRETE OVER PREPARED GRADE VERTICAL: N/A �. PAVEMENT PATCHING DETAILS 326 I � TYPICAL UTILITY LOCATIONS 330 SHEET: E-03