2727 BROADWAY 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizon PROJECT: PROJECT C NUMBER 1801AUJE.1 ROW EVT 0582 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 PRwOCT Locnnory 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%'� ( 3113 0AKES AVE 3/8"HALF SION EPTHJOA INTERVALS BETWEEN PANSI 2. SIDEWALK DEPTH EXPANSION JOINTS SHAM 2. ALL OBSTRUCTIONS SHALL TER HAVE ILL AND OTHER3/9" EXPANSION l01NT AND HALF DEPTH EXPANSION \ \ GENCENTCUPIACEDTE (WITHOUT PUNTER IN B B OBSTRUCN JOINT MATERIAL F LACED 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. dex^ SPACING DETERMINATION SHALL BE DECIDED BY THE EXPANSIONIOINT INSPECTORIN 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 959BOF 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-CURB(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 O EU Z _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INCLUDING V1 � co< [I V-GROVE CONTROL JOINT 114" - 5'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE DEEP S'INTERVAIS BETWEEN 6 J I"R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURB RAMPSBUILION TANGENT SECTIONSLK W Q F FULLAND HALF 2%MA% HOURS TIME SHALLBE FOR A MINIMUM OF]2 SIDEWALK.MONOLITHIC CURB AND SIDEWALK = J FULLA DHALF DETH a CON FORMING TO STD DWG 312 DO NOT REQUIRE U EX CAURB&SIDEWALK - ADDITION AL THICKENED EDGE. D- Q TYPE E-1 CURB A \ 6. ALL JOINTS 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 L/) z Z TYPE E-1 CURB&SW \- - 4� Z HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z F PAVEMENT BASE C.L.E,COMPACTED ]' SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALUING W O O T095%MAX DENSNY ARTERIALS,IN COMMERCIAL AREAS,OR AS � Q 3/8"FULL DEPTH EXPANSION APPROVED BY THE CITY ENGINEER. In LLI Z JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB _ O CURB FULL DEPTH l01NTi 9. CURB REVEAL MUST MATCH EXISTING TOP OF CURB TYPE E-1 CURB,PLANTER STRIP& ED 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 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT THE ASPHALT STREET WILL FACE C z 0- < Z HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. C VGROVE CONTROL S'MIN COLDJOINT � W K 318"HALF DEPTH JOINT 1/4"DEEP 5' C� EXPANSION JOINT INTERVALS BETWEEN FULL COLD101NT CEMENTCONCRETE Y TYPE"A ~ _ � LLI d' 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION �MMSIDEWALK ° [OLD JOINT THICKENED EDGE N ■ W 30'FULL DEPTH JOINT JOINTSTYP HMAORCONC e l/1 ■ ■ PAVEMENT 2%MA% 1 W ■ C) Z 3/8"HALF DEPTH 2%MAX ` 2%MAX UOEXPANSION JOINT < /\V5'INTERVALS BETWEEN TYPE A-1 / TE.To ASE -T tt •, �IIE Q COLDJOINT W'FULLDEPTHJOINTS CURB&' COURSE,COMPACTED TO 95% d 4a 7I t ? U �.e SEESTANDARD / / MAX DENSITY I 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� ry PUBLIC WORKS DEPARTMENT FOTYPE A-1I�rSlTr CURB&CURER '""' /26/201] m"^a•x o• 04]Z6y201] KF` C CEMENT CONCRETE CURB& X, CEMENT CONCRETE SIDEWALK group TYPE A CURB&SW SIDEWALK DETAILS 312` AT CORNERS 313 G Inc. w I wxw.fg-Inc.n 30M M E .,Ceser CM1aysz St. 0 Su N, 334.00].6064 Suite 400 1133, 11 334024 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 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. UTILITIES 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 gOADWAY 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 THAN TORE 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 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] 8 "'�•" '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