3008 GRAND AVE 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizon / PROJECT: PROJECT C NUMBER 1801AUJE.19 ROW EVT 0580 MONOLITHIC THICKENED EDGE NOTES NOTES PeaMITTlrvcervnTY: 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 1Ro ECT LounoN CURB FULL DEPTH POINTS V-GROOVE CONTROL HMA OR CONC 6" OUT IN5%,WSDOT MAXSTID 6.5PECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. MIN 4.5%,MAX 6.5%). JOINT DEEPS' PAVEMENT 2%MA%'� 1 3819 BUCKER AVE 3/8"NSIONALF JOAEPTH INTERVALS BETWEEN EPANSI 2. SIDEWALK DEPTH EXPANSION JOINTS SHAM 2. ALL OBSTRUCTIONS SHALL TER HAVE ILL AND OTHER3/9" 15INRVALSINT AND HALF DEPTH EXPANSION \ \ GENCENTCUPIACEDTE (WIT MATCH THOSE IN B B OBSTRUCN JOINT MATERIAL F LACED AROUND EVERETT,WA 16'INTERVALS IOINRTYP / /\\� a ADJACENTCURB&GUTTER(WITHOUT PLANTER EXPANSION JOINT MATERIAL PLACED AROUND `��4, BETWEEN FULL DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. dex^ 3/8"HALF DEPTH SPACING DETERMINATION SHALL BE DECIDED BY THE E%PANSIONIOINT INSPERORIN THE FIELD. A PT A PT 3. ALL 51DEWAV EDGES SHALL HAVE I/2"RADIUS. 15'INTERVALS BETWEEN FULL 8" 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 VROOVE CONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS JOINT I/4"DEEP 6" C 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS O �i AND BEHIND ROLL (STANDARD DRAWING 308). U Z FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT ON TANGENT SECTIONS. 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ALLCURBRAMPS SHALL HAVE A THICKENED EDGE V Q — Z _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INC LUDING V1 I-- [I V-GROVE CONTROL JOINT 114" - TMIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE DEEP S'INTERVAIS BETWEEN 6 J I"R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURB RAMPSBNOLION TANGENTDSIDE SIDEWALK W W F FULL AND HALF DEPTH 2%MA% HOURS TIME SHALLBE FOR A MINIMUM OF72 CDEFORMIN TO MONOLITHIC CURBSIDE WALK U U < Q FULL EXPANSION MONOUTHIC . CD FORMINGNGTO SENDWG352 DO NOT REQUIRE CURB&SIDEWALK 6. ALLIOINTS SHALL BE CLEANED AND EDGED WITH AN C ADDITIONAL THICKENED EDGE. O W D_ N TYPE E-1 CURB A �N /, a_ EWERHAVINGA3/8"RADIUSAFTERFINALBROOM 6. FOR CURB RAMP DETAILS SEE STANDARD PC PC DRAWINGS 319,319 AND 320. L N z �n Z TYPE E-1 CURB&SW a \- FINISH IS COMPLETED. � Z V HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z PAVEMENT BASE COURSE,COMPACTED ]' SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALUING W O O 3/8"FULL DEPTH EXPANSION ARTERIALS,IN ME CITY DAL AREAS,OR AS /w To COURSE %DENSITY C) TYPE E-1 CURB APPROVED BY THE CITY ENGINEER. v+ JOINT FULL DE TH)DIINTER)DAL INTS B. CURB REVEAL MUST MATCH EXISTING TOP OF CURB ~ LLI O CURB FULL DEPTH l01NT5 FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE C Q U VGROVE CONTROL JOINT I/4"DEEP TYPE E-1 CURB,PLANTER STRIP& FULL V CURB IS PLACED IN AS SHOWN IN ME TYPICAL C co 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECNONBUTTHEASPHALT STREET WILL COVER FACE __J HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. C z a J Z Q [1 VRROVE CONTROL S'MIN COLDJOINT W J Ir 3/8"HALF DEPTH JOINTS/4"DEEPS' COLD101NT C) EXPANSION JOINT INTERVALS BETWEEN FULL CEMENTCONCRETE a TYPE"A" _ Ff3 Q LY 35'INTERVALS BETWEEN ANDHALFDEPTHIXPANSION 2%MAX SIDEWALK [OLDIOINT THICKENED EDGE v) ■ W 30'FULL DEPTH JOINT JOINTSTYP HMAORCONC e l/1 ■ ■ Z) z PAVEMENT 2%MA% 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 < COURSE OCRUSHED COMPACTED TO95%G BASE tt •, �IIE Q COLD l01NT lVINT RVALS BETWEEN CURB&CURER MAK DE,SITY TED T095% d -7EI t ? U �.e SEE STANDARD / / MAX DENSITY I s}.:" � la �a 18•i�i DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION I +----I SECTION A-A SECTION B-B SECTION C-C CITY OF EVERETT CITY OF EVERETT ��AT PUBLIC WORKS DEPARTMENT a� ry PUBLIC WORKS DEPARTMENTTYPE A-1 FOI�rSlTr CI1RB&CURER '""' r3121 26/20 m,^a•x o• 04]Z6y201] FORE SITE CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK group TYPE A CURB&SW SIDEWALK DETAILS AT CORNERS 313 F 3000 GmuP,Inc. w I wxw.fg-Inc.nM E.E Ceser CM1aysz St. 0 334.00].6064 Suite 400 1133, 11 334024 Austin,TX]B]02 NOTES NOTES FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE 1. 5'MIN SEPARATION BETWEEN PUBLIC UTILITIES BE SAWCUT BACKFILLED 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 EXISTING CEMENT CITY ENGINEER. UTUUTIES 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 30'UTILITY 10'UTILITY —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 I DRAWING 300 DRAWING 300 I I DRAWN BY: Ps REVISIONS BE SAWCUT JOINTAL MUST DESCRIPTION INITIAL BE S � 4, � nLTF EXI REPLALT EMENCRETE IT'MIN) CONCRETE I-THICKER THAATCHIOBE CONCRETE I-THICKER THAN PREVIOUSLY EXISTED O O O O 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 MIrv� 0 oz P oz 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 CEMACEMENCRETEH MINI O i e EXISTING CEMENT REPLACEMENT PATCH TO BE ti PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B �y PDONORAVEMENT I-THICKER THAN PREVIOUSLY EXISTED BEING ISSUED IN STRICT CONFIDENCE AND BHA LL NOT B 3 PAVEMENT ,°'i REPRODUCED, COPIED, N 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 `vZ"L%xcw ""1- 0`4226]201] I "'�•" '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