2301 FULTON AVE 2024-11-12 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizonv PROJECT: PROJECT ID NUMBER 1703MNTR.001 ROW EVT 2389 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 EXPANSION 1'R SHALL BE COMMERCIAL MI%CONCRETE AS CALLED TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS JOINT 30'MA%INTERVAL MATCH JOINT 30'MAX INTERVAL PRO.IECT LOWION CURB FULL DEPTH JOINT$ V-GROOVE CONTROL HMA OR CONC 6" OUT IN WSDOT STD SPECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. MIN 4.5%,MAX 6.5%). JOINT I/4"DEEP 5' PAVEMENT 2%MA%"L I 320020TH ST, 3/8"HALF DEPTH INTERVALS BETWEEN FULL I1L- 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL 2. ALL UTILITY POLES,METER BOXES AND OTHER EXPANSION JOINT AND HALF DEPTH EXPANSION \ \ GENERALLY BE PLACED TO MATCH THOSE IN B B OBSTRUCTIONS SHALL HAVE FU LL DEPTH 3/9" EVERETT,WA 15'INTERVALS JOINI / /\\� a ADJACENT CURB&GUTTER(WITHOUT PLANTER E%PANS ION JOINT MATERIAL PLACED AROUND `��4, BETWEEN FULL DEPTH 3/8"HALF DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. dAx^ 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 B" 12" 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 4. MINIMUM WIDTH OF SIDEWALK 155'(NOT DEPTH 95%OF MAXIMUM DENS". INCLUDING THE WIDTH OF THE CURB). dUj 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 308I. U Z FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT ON TANGENT SECTIONS. 5. THE FINISHED SIDEWALK 5HALL BE SPRAYED WITH A ALLCURBRAMPS SHALL HAVE A THICKENED EDGE V T O _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INC LUDING V1 1 V-GROVE CONTROL JOINT 1/4" - 5'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE OEERS'INTENTRO BETWEEN 6 J 1'R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURB RAMPS BUILT ON TANGENT SECTIONS OF W Q FULL AND HALF 2%MA% RINGONOUTHIC TIME SNAIL BE FOR AMINIMUM OF]2 SIDEWALK.MONOLITHIC CURB AND SIDEWALK EXPANSION JOINTS TYP a CODITION FORMING TO SEND EDGE.DO NOT REQUIRE U � fl1 J CA RB&SIDEWALK - ADDITIONAL THICKENED EDGE. Q' lJ Q TYPE E-1 CURB 4 \ 6. ALLJOINTS SHALL BE CLEANED AND EDGED WITH AN C O W N a\�' Via_ EWER HAVING A 3/8"RADIUS AFTER FINAL BROOM 6. FOR CURB RAMP DETAILS SEE STANDARD PC PC DRAWINGS 319,319 AND 320. L In ` Z TYPE E-1 CURB&SW e \- FINISH IS COMPLETED. 4 Z HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z ~ PAVEMENT BASE COURSE,COMPACTED ]. SIDEWALKS ARE 5'MIN WIDE,EXCEPT VALUING W O O w Q 3/8"FULL DEPTH EXPANSION T095%MA%OENSTR ARTERIALS,IN COMMERCIAL AREAS,OR AS TYPE E-1 CURB APPROVED BY THE CITY ENGINEER. JOIN (n CURB FULL30' DE TH)DIINTER AL)DINTS 9. CURB REVEAL MUST MATCH EXISTING TOP OF CURB ~ O CURB FULL DEPTH JOINTS FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE V C Q L) VGROVE CONTROL JOINT I/4"DEEP TYPE E-1 CURB,PLANTER STRIP& FULL CURB IS PLACED IN AS SHOWN IN ME TYPICAL C cc 5'INTERVAIS BETWEEN FUEL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECTIONBUTTHEASPHALT STREET WILL COVER FACE C L/� J HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6'MAYBE REVEALED. C z a W VRROVE CONTROL 5'MIN COLDJOINT W 0 IY 3""HALF DEPTH JOINTS/4"DEEPS' COLD101NT J EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE a TYPE _ IY 15'INTERVALS BETWEEN AND HALF DEPTH IXPANSION �MMSIDEWALK [OLD JOINT THICKENED EDGE N ■ W W 30'FULL DEPTHJOINT JOINTSTYP HMAORCONC • V) ■ ■ Z) PAVEMENT 2%MA% 1 W ■ LL Z 3/8"HALF DEPTH 2%MAX ` 2%MA% UOEXPANSION JOINT < �EVN51ONJO BETWEEN TYPE A-1 / BASE t •, Q COLDJOINT 30'FULLDEPTHJOINT5 CURB&CUTTER COURSE,COMPACTED TO 95% -7EI r /�FA �.e SEESTANDARD / / MAX DENSITY ? U DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION +----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 �OI�r�l�r CURB&CURER '""' �/26/201] X o• � 04]367201] FORE SITE CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK group TYPE A CURB&SW SIDEWALK DETAILS 312` AT CORNERS 313 FCresXe GreuP,Inc. w I wxw.fg-Inc.nM 3000 E Cs r Ch..S. 1 1334.007.6064 Suite 400 f1334.007.6024 Austin,TX 70702 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. UTTUTIES 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'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 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 DRAWING 300 DRAWING 300 DRAWN BY: AS FINAL JOINT MUST REVISIONS BE SAWCUT REPLALT EMENCRETE IT'MIN) �\ /\\ \\ \\,y I nnTG DESCRIPTION INITIAL E%ISTINGASPHALT REPLACEMENT PATCH TO BE / " CONCRETE I-THICKER THAN PREVIOUSLY EXISTED �j\/\�\\�\\�\\� /�" N\ \/\\\\�\�\ O O O O \�/ ��\'COVER�\�� \\ 0 0 0 0 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 0 3 MINA ZO 0 0 FINAL JOINT MUST L m W g l EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT BE SAWCUT S z I 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 SHALL 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 ""1- 0`4]z6"]201] 3 "'�•" 'tea' " iw`T+u.ew ��' �267201] EXISTING CEMENT CONCRETE OVER PREPARED GRADE VERTICAL: N/A �. PAVEMENT PATCHING DETAILS 326 I � TYPICAL UTILITY LOCATIONS 330 SHEET: E-03