3922 COLBY AVE 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizon PROJECT: PROJECT C NUMBER 1801AVAO.10 ROW EVT 1137 MONOLITHIC THICKENED EDGE NOTES NOTES PeaMITTlrvcervntt: 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 TERVALIMA 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 PRo.IECT Lounory CURB FULL DEPTH POINTS VINT1/4E CONTROL HMAORT 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%" ( 9610 19TH AVE SE 3/8"HALF SION EPTHJOA INTERVALS BETWEEN PANSI 2. SIDEWALK EXPANSION JOINTS SHAM 2. ALL OBSTRUCTIONS SHALL TER HAVE AND OTHER3/9" EXPANSION JOINT 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 3/8"HALF DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. dA'^ SPACING DETERMINATION SHALL BE DECIDED BV THE PT E%PANSIONIOINT INSPECTORIN THE FIELD. A PT A 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 VGROVE 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 U O O _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INCLUDING In V-GROVE CONTROL JOINT 1/4" - 5'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE OF OEERS'INTENTRO BETWEEN 6 J PR EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURB RAMPSBNOLION TANGENT SECTIONSLK W U Q Q FULL AND HALFDEPE 2%MA% HOURS TIME SHALLBE FOR A MINIMUM OF72 CDEFORMIN TO MONOLITHIC CURBNOT REQUIRE EXPANSION JOINTS TYP MONOLITHIC . CODITIONNGTO SEND EDGE.DO NOT REgUIRE ^ F CURB&SIDEWALK - ADDITIONAL THICKENED EDGE. L.L J TYPE E-1 CURB A \ 6. ALL101NT5 SHALL BE CLEANED AND EDGED WITH AN C O W N a\\' � a EWER HAVING A 3/8"RADIUS AFTER FINAL BROOM 6. FOR CURB RAMP DETAILS SEE STANDARD (� FINISH IS COMPLETED. PC PC DRAWINGS 319,319 AND 320. L N z Z TYPE E-1 CURB&SW \- - 4� Z HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z F PAVEMENT BASE COURSE,COMPACTED ]. SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALONG W O (n O Q 3/8"FULL DEPTH EXPANSION T095%MA%OENSfR ARTERIALS,IN COMMERCIAL AREAS,OR AS TYPE E-1 CURB APPROVED BY THE CITY ENGINEER. \J JOINT 30'MAK INTERVAL MATCH z CURB FULL DEPTH JOINTS B. CURB REVEAL MUST MATCH EXISTING TOP OF CURB Z W TYPES-1 CURB FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE ,PLANTER STRIP LL TH V C cc Q U VGROVE CONTROL JOINT 1/4"DEEP FUEL CURB IS PLACED IN AS SHOWN IN E TYPICAL C 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECNONBUTTHEASPHALT STREET WILL COVER FACE z d N Z HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. VGROVECDEEP 5' 5'MIN COLDJOINT � W Ir 3/B"HALF DEPTH JOINTS/4"DEEPS' COLD101NT C) EXPANSION JOINT INTERVALS BETWEEN FULL CEMENTCONCRETE a TYPE"A _ � d' ,S'INTERVALS BETWEEN AND HALF DEPTH IXPANSION 2%MAX SIDEWALK [OLD JOINT THICKENED EDGE N ■ W 30'FULL DEPTHJOINT JOINTSTYP HMAORCONIC e l/1 ■ ■ 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 —E tt •, �IIE Q COLD JOINT 30'FULL DEPTH JOINTS CURB&CUTTER COURSE,COMPAGTED T095% d 4a 7I t ? U �.e SEESTANDARD / / MAX DENSITY DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION SECTION A-A SECTION B-B SECTION C-C CITY OF EVERETT CITY OF EVERETT ��AT PUBLIC WORKS DEPARTMENT a� PUBLIC WORKS DEPARTMENTTYPE A-1 �OI�r�l�r CI1RB&CURER '""' /26/2017 m,^a•s o• Q 672017 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.:,In:N l 3000 E Ceser CM1aysz St. 0 1 334.00].6OD, Suite 400 f1334.00].6024 Austin,TX]0]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 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 10'UTILITY 10'UNLITY —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 PAVEMENT CA 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: NL 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 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 SHALL 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 ISTOPCOURSE PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A IT SEE STANDARD DRAWING 614 '""RT— =M MTM—L. ""1 jai2z672017 �3 "'�•"� '�a'�" iw"�.+u�ew ��' X2672017 EXISTING CEMENT CONCRETE OVER PREPARED GRADE VERTICAL: N/A �. PAVEMENT PATCHING DETAILS 326 I TYPICAL UTILITY LOCATIONS 330 SHEET: E-03