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

BROOM FINISH ALL BROOM FINISH ALL O NOTES O NOTES EVERETT SHOPS SURFACES BEFORE 10 9 SURFACES ISH AL SMOOTH TROWELING SMOOTH TROWELING 1. DETECTABLE WARNING PATTERN AREA SHALL BE EDGES AND JOINTS 1r ESAND JOINTS YELLOW IN COMPLIANCE WITH WSDOT/APWA 1. YELLOW COMPLIANCE WITRNAREASHALLBE STANDARD SPECIFICATION SECTION 8-14.3(3). BACKOFSIDEWALK STAN A DSPECI SPECIFICATION SEC ION 8-1APWA REDEVELOPMENT B, IK OF SIDEWALK /8\ B LANDING HALF WIDTH 2'-6" 5 STANDARD SPECIFICATION SECTION B-14.3(3). 2. CURB RAMPS SHALL BE ISOLATED FROM ADJACENT `) SIDEWALK BY 3/8"FULL DEPTH EXPANSION 2. CURB RAMPS SHALL BE ISOLATED FROM JOINT BY A 3/8"FULL DEPTH �� •••• 3 A 3 GUTTER FUL R M A JAC NS GUTTER SECTI A RgryJN -p-M/ 8 3 SULATEDEFROM ATKAICENT GMP SH SELLBE BV ^•` City of Everett Permit Review A 6' - M\N A RETT Status:Approved M/ 6' EXPANSION JOINT. EVE MAX X 8.3%MAX ISOLATED FROM ADJACENT GUTTER SECTIONS BV 08/OS/2023 11:15:25 AM 2A3/8"FULL DEPTH EXPANSION JOINT. 4. CURBRAMP AND GUTTER HCNON AT CURB RAMPMAV BE POURED MONOLITHICALLY. 8.3% M�' 11 4. CURBRAMPAND GUTTER SECTION AT CURB MP 6'LANDING RAMP S. TYPEA-11NTEGRAL CURB AND GUTTER PER CITY 9RAMP MAV BE POURED MONOLITHICALLY. MIN 6'MIN STANDARD DRAWING 307. N� 5. CON X 30"H X RB 18TINTE POURED H PLACE 15'MAX 15'MAXE OF CURB 6. FOR RETROFIT INSTALLATION SAWCUT AND SLOPE 7 CONCRETE CURB INTEGRAL WITH RAMP. REMOVE EXISTING SIDEWALK,CURB AND GUTTERSECTION ALONG NEW EXPANSION JOINT 11 ......................................................................._^:::::: :^ 6. THICK EN EDGETO FULLDEPTH OF ADJACENT LOCATION.SAWCUT EXISTING DAVEMENT AS """"-^•-••••••-°°°•••••°°°•°°•°°'°°°°° .................. ..... . CURB SECTION. REQUIRED FOR FORMING OF NEW CURB ANDCROSSWAL :::.GUTTER.PATCH PAVEMENT AS REQUIRED. °°•• STANDARD DRASEEWING PLAN 7. TYPE A CURB AND GUTTER PER CITY STANDARD STANDARD DRAWING 721 7. FLUSH WITH GUTTER(NO LIP PERMITTED) 3 DRAWING 307. RAMP RAMP 6' S. AMIN OF 4'CLEAR SPACE,WHOLLY OUTSIDE THE 8. FOR RETROFIT INSTALLATION SAWCUT AND PARALLEL VEHICLE TRAVEL LANE,SHALL BE REMOVE EXISTING SIDEWALK TO FIRST EXISTING 6!MIN MIN PROVIDED WITHIN THE WIDTH OF THE BROOM FINISH ALL 4 7 1 NOTE: JOINT EITHER SIDE OF NEW RAMP.SAWCUT AND 15'MAX VMIN 15'MAX CROSSWALK OR PEDESTRIAN STREET CROSSING SURFACES BEFORE B 10 ALL RAMP DIMENSIONS ARE MEASURED ALONG BACK OF REMOVE EXISTING CURB AND GUTTER SE ION 2 9 LANDING SERVED BY THE RAMP. SMOOTH TROWELING MAX 2%SLOPE SIDEWALK.JOINT LINES ARE RADIAL FROM CENTER. AS REQUIRED.SAWCUT EXISTING PAVEMENT AS y MAX 2%SLOPE PLAN 9. VWX10"H POURED IN PLACE CONCRETE CURB EDGESAND101NT5 REQUIRED FOR FORMING OF NEW CURB AND I INTEGRAL WITH RAMP. MAX 2%SLOPE GUTTER.PATCH PAVEMENT AS REQUIRED. 10. ALL JOINTS SHALL BE CLEANED AND EDGED WITH 9. FLUSH WITH GUTTER(NO LIP PERMITTED). BR EDGER FINISH IS COMPLETED. AFTER FINAL RAMP LA�ING RAMP BROOM FINISH IS COMPLETED. 5 10. AMIN OF 4'CLEAR SPACE,WHOLLY OUTSIDE THE SECTION A-A u I A_If PARALLEL VEHICLE TRAVEL DTHDTH E,OSHALL BE`-ll PROVIDEDDWITH WITHIN THE WI THE CROSSWALK OR PEDESTRIAN STREET CROSSING VMIN CL RAMP SERVED BYTHE RAMP. - LANDING B MMF 2 SECTION A-A B B R I X T O N 2 7 8. ALL JOINTS SHALL BE CLEANED AND EDGED WITH 3 2' 76" �}-{�} O Y BR EDGER HAVINGA3/8"RADIUSAFTER FINAL a m MIN MAX a BROOM FINISH IS COMPLETED. MIN MAX F 1 6'MIN A l-5 8 2-3 8 O LANDING B 5 8 1-1 2 ° 2%MAX B 5 8 1-1 2 6' C 7 16 3 4 2' D 7 8 1-7 16 T EVERETT DEPARTMENT 18" 2%MAXEVERETT PUBLIC DEPARTMENT D 5 4 10 _ WASHINGTON = WASHINGTON ° "' o- 72ozz �� 7 4 5 °"""M- ^`�° AM.I. ' %.. o"s7o67zozz 119 PINE STREET,SUITE 400 �a SECTION B-B DETECTABLE WARNING PATTERN SECTION B-B DETECTABLE WARNING PATTERN SEATTLE, WA 98101 a TYPE C CURB RAMP 320 R TYPE D CURB RAMP 321W T 206.223.0326 www.migcom.com L_ i PHASE 1 PERMIT TYPE C CURB RAMP I"Ts TYPE D CURB RAMP b;%zo, �NOTES3 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. EXISTSIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. V6 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF &EVPnIEXISTING NOTE 1 ABOVE IS WOR GREATER. 3 TYPE A-1 y -I �- CURB 4. WIT IN THE CITY RIGHT-OF-WAY THE DRIVEWAY CIVIL ENGINEER STAMP FOR EVERETT SHOPS Oj 4 SHALL BE SURFACED WITH ASPHALT OR - REDEVELOPMENT APPLIES TO SHEET SET UP �, CONCRETE. FOR CITY OF EVERETT AND WSDOT STANDARD DETAILS SHOWN ON THIS SHEET. DESIGN OF \ B S. THE DRIVEWAYRAMP INCLUDINGWING RAMPS -- PAVEMENT -- - STANDARD DETAILS IS BY CITY OF EVERETT OR O SHALL BE CONCRETE COMMERCIAL MIX AS -- ---- WSDOT PUBLIC WORKS OR AS NOTED ON ��' CALLED OUT IN WSDOT STANDARD DETAIL. \ SPECIFICATIONS,AM IN OF 6"THICK AND PLACED 8 ON A MINIMUM OF 4"CRUSHED SURFACING sss•.. \ O BASE COURSE COMPACTEDT095%MAXIMUM DATE: JANUARY 18 2023 \ DENSITY. 6. MAINTAIN 1/2"LIP AT GUTTER. 2 \\� 7. FOR CURB DETAILS,SEE STANDARD DRAWINGS REVISION 307-309 1 .4119/2023 PW2301-012 Revisions 8. DETECTABLE WARNING PATTERN AREA. 2 7/1312.23 PW2301-012 Revisions 8 -REQUIRED FOR COMMERCIAL DRIVEWAYS WITH \�� YIELD OR STOP CONTROL. TYPE E-1 CURB TYPE E-2 CURB -NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. SURFACE SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC SECTION EXIST 8-14.3(3). MONOLITHIC g ALL JOINTS SHALL BE CLEANED AND EDGED WITH CURB AND AN E PAVEMENT SIDEWALK DGER HAVING A 3/8"RADIUS AFTER FINAL -3/4" 6" 2-3/4" 2-3/1' 6° 4" BROOM FINISH IS COMPLETED. VMIN. VMIN. ; y 3 1 R 1 R F8 8 2%MAX 4 PAVEMENT 2%MAX 4 PAVEMENT z •••••' MONOLITHIC CURB ° 10" 7 S 7 AND RAMP g 11-1/2" EVERETT 4"MIN CRUSHED EVERETT PUBLIC WORKS - PUBLIC WORKS SURFACING WASHINGTON DEPARTMENT WASHING70N DEPARTMENT DRAWN BY: MK SS JZ s SECTION A-A SECTION B-B SASE COURSE w e TYPE A-1 CURB OPTION MONOLITHIC CURB OPTION �1o7z022 Suss wxa"E "Pnu:i..�.a wu 04]1672017 CHECKED BY: MD TYPE E-3 CURB TYPE E-4 CURB CEMENT CONCRETE TYPES E-1,E-2,E-3&E-4 JOB NO.: 15205 j > DRIVEWAY RAMP TYPE-1 315 1yr CEMENT CONCRETE CURB&GUTTER 309 � E DETAILS SHEET NO.: NT5 NTS C6.3 CEMENT CONCRETE DRIVEWAY RAMP TYPE-1 3 TYPE E-1 CURB 4