2525 ROCKEFELLER AVE 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizon PROJECT: PROJECT ID NUMBER 1703MNTR.006 ROW EVT 0577 MONOLITHIC THICKENED EDGE NOTES NOTES reaMlTTlry cervntt: 3/8"FULL DEPTH EXPAN5ION CURB AND SIDEWALK 1. SIDEWALKSSHALL BEA MINIMUM OF4"THICK,AND 1. "V"GROOVES SHALL BE SPACED TO CORRESPOND CITY OF EVERETT JOINFULL DEPTH EXPANSIONT 30'MAX INTERVAL MATCH JOINT 30'MAX INTERVAL 1'R SHALL BE COMMERCIAL MI%CONCRETE AS CALLED TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS JOINT CURB FULL DEPTH l01NT$ V-GROOVE CONTROL HMA OR CONC 6" OUT IN WSDOT SDIRECTEDSPECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. PROJECT LOWION MIN 4.5%,MAX 6.5%). JOINT I/4"DEEP 5' PAVEMENT 2%MA%•� I 1602 HEWITT AVE 3/8"HALF DEPTH INTERVALS BETWEEN FULL 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 ILL DEPTH3/9" EVERETT,WA 15'INTERVALS IOINTSTYP / /\\� a ADJACENT CURB&GUTTER(WITHOUT PLANTER E%PANS ION JOINT MATERIAL PLACED AROUND 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 8' 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). d LJJ VGROVE CONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS W JOINT I/4"DEEP 6" C 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS O -- Q �i AND BEHIND ROLL-CURB(STANDARD DRAWING 308I. 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 Z = O _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INC LUDING v) D_ V-GROVE CONTROL JOINT I/4" - 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 RAMPSBNOL ON TANGENTDSIDE SIDEWALK W ��nn F FULLAND HALF DEPTH �_ RF' HOURS.TIME SHALLBE FOR A MINIMUM OF72 SIDEWALK.MONOLITHIC CURB ANDSIDEWALK U U V Q EXPANSION JOINTS TH CODITION FORMING TO SEN DWG 312 DO NOT REgUIRE J CA RB&SIDEWALK ADDITIONAL THICKENED EDGE. Q' Q TYPE E-1 CURB 4 \ 6. ALL101NTS SHALL BE CLEANED ANO EDGED WITH AN C6. FOR CURB RAMP DETAILS SEE STANDARD O LLJVlEWER HAVING A 3/8"RADIUS AFTER FINAL BROOM PCPC DRAWINGS 319,319 AND 320. L In � Z TYPE E-1 CURB&SW FINISH I5 COMPLETED. 4t Z ELIHMAOR CON[ ACNG !^I�1 Z F PAVEMENT BASE COURSE,COMPACTED ]' SIDEWALKS ARE S'MIN WIDE,EXCEPT VALUING W O O = Q 3/8"FULL DEPTH EXPANSION T095%MAXDENSTTY ARTERIALS,IN COMMERCIAL AREAS,OR AS JOINT 30'MA%INTERVAL MATCH TYPE E-1 CURB APPROVED BY THE CITY ENGINEER. V CURB FULL DEPTH JOINTS 9. CURB REVEAL MUST MATCH EXISTING TOP OF CURB _,PLANTER STRIP Z TYPES-1 CURB FOR REPLACEMENT PROTECTS.THIS MEANS THAT THE c VGROVE CONTROL JOINT I/4"DEEP FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL C Q J p 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECTIONBUTTHEASPHALT STREET WILL COVER FACE C z J Cn HALF DEPTH EXPANSION JOINTS TYP JOINT WMAX INTERVAL OF CURB SO LESSTHAN 6"MAYBE REVEALED. C a VGROVE CONTROL S'MIN COLDJOINT w W K 318"HALF DEPTH JOINT 1/4"DEEP 5' COLD101NT (WE NOTE 71 EXPANSION JOINT INTERVALS BETWEEN FULL CEMENTCONCRETE TYPE"A" _ Q LY 35'INTEPVALS BETWEEN AND HALF DEPTH EXPANSION �MMISIDEWALK R [OLD JOINT THIIXENEp EDGE N ■ > WQ 301FULL DEPTH JOINT JOINTS TYP HMAOR CONC e In ■ ■ �i PAVEMENT 2%MA% 1 Lu ■ Z 3/8"HALF DEPTH 2%MAX ` 2%MAX UOQ EVAN51ON JOINT < � .15'INTERVALS BETWEEN TYPE A-1 / BgSE —T }. • �a Q Q COLDJOINT 30'FULLDEPTHJOINT5 CURB&CUTTER COURSE,COMPACTED TO 95% d 4a 7I t �.e SEE STANDARD / / MAK DENSITY Ie �> 18.� .... 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 '""' /26/2017 m"^s•' o• 04]367201] KF` C CEMENT CONCRETE CURB& X, CEMENT CONCRETE SIDEWALK group TYPE A CURB&SW SIDEWALK DETAILS 312` AT CORNERS 313 ForesXe 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. 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'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 DRAWING 300 DRAWING 300 DRAWN BY: AB FINAL JOINT MUST REVISIONS BE SAWCUT REPLALT EMENCRETC TO /��\/�\ \\\\�/\\ \\�\�j\�\\�'\\,y I nnTG DESCRIPTION INITIAL EXISTING ASPHALT REPLACEMENT PATCH TO BE / \ TSY CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED \\� / 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 3 MIrv� 0 oz Pc oz 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 Mu�xxFw ""1- 0`4]z6"]201] 8 "'�•" '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