4630 COLLEGE AVE 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizon PROJECT: PROJECT ID NUMBER 1703MNTR.005 ROW EVT 0581 MONOLITHIC THICKENED EDGE NOTES NOTES PeaMITTlry cervnTY: 3/8"FULL DEPTH EXPANSION 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 STDIRECTEDSPECS,WITH AIR ENTRAINMENT DIRECTED BY THE ENGINEER. PROIECTLOCATION MIN 4.5%,MAX 6.5%). JOINT I/4"DEEP 5' PAVEMENT 2%MA%"� I 4634 ALGER 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 101NTSTYP / /\\� 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. dex^ SPACING DETERMINATION SHALL BE DECIDED BY THE EXPANSIONIOINT 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 DENS". 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 Z _ PER PLANS TRANSPARENT CURING COMPOUND COVERED BY TO THE DEPTH OF THE ADJACENT CURB,INCLUDING v) C) V-GROVE CONTROL JOINT I/4" - TMIN 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 SIDEWALKTANGENTD U C) L1-I Q FULLAND HALFDEPE 2%MA% HOURS. TIME SHALLBE FOR A MINIMUM OF72 CDEFORMIN TO MONOLITHIC CURBNOTREQUIRE U) E%PANSION101NT5TYP a CONFORMING TO STD DWG 312 DO NOT REgUIRE U J CA RB&SIDEWALK - ADDITIONAL THICKENED EDGE. � = F TYPE E-1 CURB 4 \ 6 EDGER IMAVINGA3/B TS SMILE BE CRADfIUS AFTERED AND FNAL BROOM GED WITH AN C O L1J (n O_ N a\\. /, 6. FOR CURB RAMP DETAILS SEE STANDARD FINISH I5 COMPLETED. PC PC DRAWINGS 319,319 AND 320. L In Z TYPES-1 CURB&SW \- 4� Z '�nn HMA OR CON[ 2'CRUSHED SURFACING !^I�1 Z V PAVEMENT BASE COURSE,COMPACTED ]' SIDEWALKS AREVMINWIDE,EXCEPTVALONG W O O Q T095%MA%DENSTR ARTERIALS,IN COMMER IALAREAS,ORAS 3/8"FULL DEPTH EXPANSION APPROVED BY THE CITY ENGINEER. In Z JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB _ CURB FULL DEPTH JOINTS 9. CURB REVEAL MUST MATCH EXISTING TOP OF CURB >Z U.1 O TYPES-1 CURB,PLANTER STRIP& FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE V C cc QU 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 SECTIONBUTTHEASPHALT STREET WILL COVER FACE C z J O Z OF CURB SO LESSTHAN 6'MAYBE REVEALED. C m O 0- HALF DEPTH EXPANSION JOINTS TYP JOINT 30'MA%INTERVAI D- VRROVE CONTROL S'MIN COLDJOINT W Z Ir 3/B"HALF DEPTH JOINTS/4"DEEPS' COLD101NT Q C) EXPANSION JOINT INTERVALS BETWEEN FULL CEMENTCONCRETE TYPE"A" _ .�-. IY 35'INTERVALS BETWEEN ANDHALFDEPTHIXPANSION 2%MAX SIDEWALK ° [OLDIOINT THICKENED EDGE N ■ W 30'FULL DEPTH JOINT JOINTSTYP HMAORCONC e In ■ ■ Z) z PAVEMENT 2%MA% 1 Lu ■ 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 tt •, �IIE Q COLDJOINT 30'FULLDEPTHJOINT5 CURB&CUTTER COURSE,COMPACTED TO 95% d g"^to -7EI t ? U �.e SEESTANDARD / / MAX DENSITY ? � In �A 18•i�i 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 FOI�rSlTr CI1RB&CURER '""' /26/201] m"^a•' o• Q 67201] FORE SITE CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK group TYPE A CURB&SW SIDEWALK DETAILS 312` AT CORNERS 313 GmuP,Inc. w I wxw.fg-Inc.n 30M M E 3000 Ceser CM1aysz St. 0 334.00].6064 SuIta4B0 1133, 11 334024 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 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 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 ARE SPHALT CONCRETE IT'MINI \//� \\�\ /\\ � ��/\�\\ \\� CONCNGASPHALT I-THICKER THAATCH TORE / TSY CONCRETE 1"THICKER THAN PREVIOUSLY IXISTEO \\/ / \�\ 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 jZ f f E EZ 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 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