1302 SE EVERETT MALL WAY 1 2023 TRADER JOES Plans 2025-04-08

MONOLITHIC THICKENED NOTES NOTES EVERETT SHOPS 3/8"FULL DEPTH EXPANSION CURB AND SI SIDEE WALK 1. SIDEWALKS SHALL BEAMINIMUM OF 4"THICK,AND 1. CUT OR SAWED JOINTS SHALL BE PLACED NOT TO 3/8"FULL DEPTH EXPANSION JOINT 30'MAX INTERVAL HMA OR 6" SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT EXCEED ONLY ATCENTER.POINT OF ANJOINTS SHALL BE REDEVELOPMENT JOINT 30'MAX INTERVAL MATCH STANDARD SPECS,WITH AIR ENTRAINMENT(MIN 4.5 PLACED ONLY AT POINTS OF TANGENCY ON CURB FULL DEPTH JOINTS VGROOVE CONTROL CONC 1"R 2%MAX %,MAX 6.5%). 10 STREETALLEY AND DRIVEWAY RETURNS AND JOINT 1/4"DEEP 5' PAVEMENT WHERE THRU JOINTS OCCUR IN THE PAVEMENT 3/8"HALF DEPTH INTERVALS BETWEEN FULL 7 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL 2-1/2" 5" 2-1/2" SLAB. EXPANSION JOINT AND HALF DEPTH EXPANSION ` 1FiSii3:is GENERALLY BE PLACED TO MATCH THOSE IN L City of Everett Permit Review BETWEEN ALSFULL JOINTS TYP ---'�- -- STRIADJAP). NT MAXIMUM (WITHOUT FEET,PLANTER CONCRETE SHA L BECOMMERCIALMI IONS. "RETT Status:A roved 4"CRUSHED 1�''-- 2. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED EVE pp BETWEEN FULL DEPTH STRIP.MAXIMUM SPACING FEET,F. 3/8"HALF DEPTH EXPANSION JOINT SURFACING '\ SPACING DETERMINATION SHALL BE DECIDED BYTHE 1'RADIUS, 08/05/2023 11:15:25 AM COURSE, '-_-"-_-_-' INSPECTOR IN THE FIELD. -� 15'INTERVAlS COMPACTED g" 12" TYPICAL,2 PLACES "e 3. CONCRETE CURBS WILL BE ANCHORED TO THE BETWEEN FULL 3. SU BGRADE SHALL BE COMPACTED TO NOT LESS THAN EXISTING PAVEMENT BY USING AN ADHESIVE.THE T095%MAX -- - ' DEPTH DENSITY 95%OF MAXIMUM DENSITY. PAVEMENT ADHESIVE SHALL MEET THE REQUIREMENTS OF V-GROOVE CONTROL MONOLITH IC CURB al-1/2"R 1 SECTION 9-26.30F THE WSDOT/APWA STANDARD JOINT I/4"DEEP 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS SPECIFICATIONS FORTYPE II EPDXY BONDING FROM FACE OF CURB &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING308). q AS SPECIFIED AGENT. S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH V-GROOVECONTROL101NT E TRANSPARENT CURING COMPOUND COVERED PER PLANS BY ADHESIVE 1/4"DEEP 5'INTERVALS 6'MIN WATERPROOF PAPER OR PI SHEETING IN THE BETWEEN FULL AN DRALF d� 1"R �� EVENT OF RAIN OR OTHER INCLEMENT WEATHER. DEPTH EXPANSION JOINTSTYP 2%MAX CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. MONOLITHIC CURB&SIDEWALK --_ __ __:_.._$- EXTRUDED CEMENT CONCRETE CURB SECTION TYPE E-1 CURB \\� -:ii ' '-= 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN \ \-- ---' EDGER HAVING A3/8"RADIUS AFTER FINAL BROOM TYPE E-1 CURB&SIDEWALK \ FINISH IS COMPLETED. HMA OR CONC 4"CRUSHED SURFACING PAVEMENT BASE COURSE, 7. SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY THE CITY ENGINEER. 3/8"FULL DEPTH EXPANSION a COMPACTED JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB T095%MAX DENSITY g, FOR REPLACEMENT PROJECTS,CURB REVEAL SHALL CURB FULL DEPTH JOINTS C6.3 MATCH EXISTING REVEAL,WHICH MAY BE LESS THAN TYPE E-1 CURB ,PLANTER STRIP& THE STANDARD6",NEW CURB SHALL MATCH VGR COVE CONTROL JOINT 1/4" DIMENSIONS AS SHOWN IN STANDARD DRAWINGS DEEP 5'INTERVALS BETWEEN FULL 3/8"FULL DEPTH EXPANSION SIDEWALK SECTION 307-309. AND HALF DEPTH EXPANSION JOINT 30'MA%INTERVAL JOINTS TYP 15'MAXSPACING V-GROOVE CONTROL 6'MIN COLD JOINT (SEE NOTE 7) 3/8"HALF DEPTH JOINT 1/4"DEEP S' CEMENT CONCRETE EXPANSION JOINT INTERVALS BETWEEN FULL 2%MAX SIDEWALK 0 15'INTERVALSBETWEEN AND HALF DEPTH EXPANSION HMAORCONC 30'FULLDEPTH JOINT JOINTS TVP PAVEMENT o B R I X T O N :o ............. 5 3/8"HALF DEPTH ----------------------------------- .---.."�h .. EXPANSIONIOINT ., �.t- .�:..: .::".":.�.:..�',`..:'.,:.,..,..i�,.:..,..;.. .. ., z 15'INTERVALS BETWEEN TYPE A-1 4"CRUSHED SURFACING BASE SAWCUT TIOINT , 30'FULL DEPTH JOINTS CURB&GUTTER ---'----------•_ COURSE,COMPACTEDTO 95% 3 SEE SERION CEMENT CONCRETE CURB COLD JOINT ems- SEE DRAW NG STANDARD - --••-• MAX DENSITY o e 307 TYPE A-1 CURB&SIDEWALK SECTION TYPE A-0 MATCH EXISTING CURB n „ URB&GUTTER REVEAL,SEE NOTES JOINT SPACING REPLACED PAVEMENT EVERETT PUBLIC WORKS CITY OF EVERETT NEW WASHINGTON DEPARTMENT PUBLIC WORKS DEPARTMENT TYPE A-1 CURB CURB&GUTTER =---- = ,- _Z_ iTioT20zz "" Ba7z"67zov 119 PINE STREET,SUITE 400 EXISTING �r PAVEMENT = SEATTLE, WA 98101 CEMENT CONCRETE CURB& EXTRUDED CEMENT TYPE A-1 CURB&SIDEWALK 312 311 T 206.223.0326 is REPLACEMENT CURB DETAIL SIDEWALK DETAILSsS CONCRETE CURB www.migcom.com PHASE 1 PERMIT CONCREE CURB+SIDEWALK DETAILS I EnWED CURB 2 p T4b-n--.x NOTES BACK A 10 NOTES FOR SIDEWALKS IO' FOR SIDEWALKS LE55 SIDEWALKANDWIDER THAN 30'WIDE 1. DETECTABLE WARNING PATTERN AREA SDOT/A W BE 1. DETECTABLE WARNING PATTERN AREA SHALL BE BACK A YELLOW IN COMPLIANCE WITH WSDOT/APWA AYELLOW IN COMPLIANCE WITH ION B-1 APWA SIDEWALK STANDARD SPEC SECTION 8-14.3(3). STANDARD SPECIFICATION SECTION 8-14.3(3). A2. CURB RAMPSSHALLBE ISOLATED FROM ADJACENT 2. CURB RAMPS SHALL BE ISOLATED FROM ADJACENT SIDEWALK BY A3/8"FULL DEPTH EXPANSION JOINT. 3 SIDEWALK BY A 3/8"FULL DEPTH EXPANSION JOINT. 3. GUTTER SER LANDING 4'X 4'MIN ION AT CURB RAMP SHALL BE ?2 CIVIL ENGINEER STAMP FOR EVERETT SHOPS z i 10 ISOLATED FROM ADJACENT GUTTER SECTIONS BVA 2%GRADE MAX p 3. GUTTER SECTION AT CURB RAMP SHALL BE ISOLATED ANY DIRECTION - REDEVELOPMENT APPLIES TO SHEET SET UP gi5 3/8"FULL DEPTH EXPANSION JOINT. 2'MIN 2'MIN ag c FROM AXANSIONJ JOINT. FOR BVA3/8"FULL FOR CITY OF EVERETT AND WSDOT STANDARD LANDING 4'X4'MIN DEPTH EXPANSION JOINT. 2%GRADEMAX es 4. CURB E POURED GUTTER SECTION AT CURB RAMP ?+ DETAILS SHOWN ON THIS SHEET. DESIGN OF �a MAY BE POURED MONOLITHICALLY. Z RAMP STANDARD DETAILS IS BY CITY OF EVERETT OR ANY DIRECTION P� 4. CURBEPOURED ONOUSECALLY AT CURB RAMP S. TYPE A-1 CURB AND GUTTER PER CITY STANDARD I MAY BE POURED MONOLITHICALLY. WSDOT PUBLIC WORKS OR AS NOTED ON rll DETAIL. 1 10 DRAWING 307. IU 1 S. TYPE A-1 CURB AND GUTTER PER CITY STANDARD m DRAWING 307. 6. FOR RETROFIT INSTALLATION SAWCUT AND 2 REMOVE EXISTING SIDEWALK,CURB AND GUTTER MAX 10% DATE: JANUARY 18 2023 _ SECTIONALONG NEW EXPANSION JOINT LOCATION. ?II(PARALLEL TO 6. FORRETROFIT INSTALLATION SAWCUT AND REMOVE 1p 2 SAWCUT EXISTING PAVEMENT AS REQUIRED FOR EXISTING SIDEWALK,CURB AND GUTTER SECTION MAX 10% CURB) FORMING OF NEW CURB AND GUTTER.PATCH ALONG NEW EXPANSION JOINT LOCATION.SAWCUT ii (PARALLEL TO PAVEMENT AS REQUIRED. `- EXISTING PAVEMENT AS REQUIRED FOR FORMING REVISIONS, CURB) 7, FLUSH WITH GUTTER(NO LIP PERMITTED) OF NEW CURB AND GUTTER,PATCH PAVEMENT AS 1 04/19/2023 PW2301-012 Revisions 44 REQUIRED. 2' 8. MID BLOCK CROSSINGS OF STREETS WITH STOP 6'MIN V MIN 2 07/13/2023 PW2301-012 Revisions CONTROL ARE ALLOWED 2%MAX CROSS GRADE 5 3 10%MAX 4'MIN RAMP 10%MAX 3 5 7. FLUSH WITH GUTTER(NO LIP PERMITTED) AND 5%RUNNING GRADE.CROSSINGS WITHOUT MAX 2% STOP CONTROL ARE LIMITED TO A 5%MAX GRADE 3 S. AMINO F 4'CLEAR SPACE,WHOLLY OUTSIDE THE 5 A 9O SLOPE 3 IN EITHER DIRECTION.REFER TO GUIDELINES FOR O MAX 2%SLOPE PARALLEL VEHICLE TRAVEL LANE,SHALL BE ACCESSIBLE PUBLIC RIGHTS-OF-WAY. 4 PROVIDED WITHIN THE WIDTH OF THE CROSSWALK 4 5'MIN NMIN RAMP 5'MIN A OR PEDESTRIAN STREET CROSSING SERVED BY THE 30%MAX 1lY%MAX 9. AMINOF4'CLEAR SPACE,WHOLLY OUTSIDE THE RAMP. PARALLEL VEHICLE TRAVEL LANE,SHALL BE CROSSWALK SEE PROVIDED WITHIN THE WIDTH OF THE CROSSWALK STANDARD DRAWING 721 CROSSWALK SEE STANDARD ORPEDESTRIAN STREET CROSSING SERVED BY THE 9. THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB DRAWING 721 RAMP. SECTION. PLAN 10. ALL JOINTS SHALL BE CLEANED AND EDGED WITH 10. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN PLAN AN EDGER HAVING A 3/8"RADIUS AFTER FINAL A EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM 8 BROOM FINISH IS COMPLETED. FINISH IS COMPLETED. CL I RAMP 6'MIN 4'MIN A RAMP . CL MAX 2% 8.3%SLOPE MAX LANDING B RAMP 6'MIN 4'MIN B RAMP SLOPE 7 8.3%SLOPE MAX LANDING TOP O 2'F 2%LANDING < aT PAVEMENT n A l-5 8 2-3 8 MIN MAX O 7 2% C 716 13142 A l-5 8 2-3 8 _ 5 8 1-1 2 C 0 MA%2%SLOPE 1 D 7 8 1-7 16 s5 2 D 7 8 1--7 16 m S a T�D EVERETT PUBLIC WORKS 8 ;4 r�D- EVERETT PUBLIC WORKS WASHINGTON DEPARTMENT §g 5 O 4 2 m WASHINGTON DEPARTMENT DRAWN BY: MK SS JZ 0 �� °...� w 0570672022 1 °"TO'M'�000 mn"ex'9im u"'�i 11W °""5IRR 05�0672022 CHECKED BY: MD SECTION A-A DETECTABLE WARNING PATTERN a SECTION A-A DETECTABLE WARNING PATTERN " JOB NO.: 15205 TYPE A CURB RAMP 318 TYPE B CURB RAMP 319 DETAILS SHEET NO.: NES 'Ts TYPE A CURB mw 3 TYPE B CURB mw 4 C6.