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3 <br />E <br />0 <br />C, <br />0 <br />A <br />N <br />I <br />0 10® <br />SCALE: 1"=20' <br />5 <br />FA <br />28 <br />4. . 0 °• <br />14 <br />e�. <br />18 <br />e. Son- <br />4• <br />� <br />14 2 <br />h <br />23 36 C <br />0 <br />x O�_ <br />41 <br />3 <br />. , <br />SITE PLAN <br />FOR <br />CHICK-FIL-A EVERETT <br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. <br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />�.r <br />P• 2�, <br />0 <br />_0 / <br />30' X 70' SNOPUD <br />EASEMENT 2048683 <br />OWE <br />LVI <br />C7 <br />` <br />i1 <br />9 <br />. <br />9 <br />r <br />WEST MALL DRIVE <br />x <br />+ 1 <br />ri <br />I I <br />I <br />0 <br />I I <br />3 <br />I <br />�p°} <br />J <br />u I II <br />I <br />O <br />I <br />CO <br />I <br />30' X 70' SNOPUD <br />EASEMENT 1395231 <br />J I I <br />I I <br />I I <br />I I <br />of <br />��.✓J I I <br />I <br />II I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />CO <br />I I <br />I I <br />I I <br />' I I <br />o <br />I II <br />I I <br />I I <br />I II <br />I <br />7p STRIP ALONG PUD <br />,3 L/ UNDERGROUND LINES <br />EASEMENT 8003050193 <br />14,1. ` <br />.� I <br />a` II I <br />I <br />\ � �•� � �/f I II II <br />II I <br />I I <br />I I <br />I II <br />I II <br />I I <br />,I <br />I I <br />pO WE DEVELOPMENT NOTES: <br />1. PROPOSED CHICK-FIL-A RESTAURANT. SEE ARCHITECTURAL PLANS. <br />2. PROPOSED ASPHALT PAVEMENT. SEE DETAIL 3/C4.2. <br />3. PROPOSED CONCRETE PAVEMENT DRIVE-THRU. SEE DETAIL 4/C4.0. <br />4. PROPOSED BARRIER CURB. SEE DETAIL I/C4.1. <br />5. PROPOSED ADA COMPLIANT SIDEWALK ACCESSIBLE RAMP PER CITY OF EVERETT <br />DETAIL 319/C5.0. <br />6. PROPOSED ADA COMPLIANT RETURNED CURB ACCESSIBLE RAMP. SEE DETAIL <br />3/C4.1. <br />7. PROPOSED TRASH ENCLOSURE. SEE DETAIL 12/C4.0 AND ARCHITECTURAL PLAN FOR <br />TRASH ENCLOSURE DETAILS. <br />8. PROPOSED BOLLARD WITH MOUNTED ADA ACCESSIBLE PARKING SIGN. SEE DETAILS <br />5 AND 6/C4.0. <br />9. PROPOSED ON -SITE CONCRETE SIDEWALK. SEE DETAIL 9/C4.0 FOR CONCRETE <br />SECTION. <br />10. PROPOSED DIRECTIONAL PAVEMENT MARKINGS. SEE DETAILS 1 AND 2/C4.0. <br />II. PROPOSED SIGN PER SEPARATE SIGN PLAN BY NATIONAL SIGN. <br />12. PROPOSED MENU BOARD. SEE SEPARATE SIGN PLAN AND DETAILS 9 AND 10/C4.2. <br />13. PROPOSED 4" WIDE WHITE PARKING STALL STRIPES PER PAINT STRIPING PROJECT <br />SPECIFICATIONS (TYP.). SEE DETAIL 3/C4.0. <br />14. PROPOSED LANDSCAPING. PER LANDSCAPE AND IRRIGATION PUNS. <br />15. CONTRACTION JOINTS IN CONCRETE. CONTRACTION JOINTS SHALL BE SPACED AT 24' <br />MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. SEE DETAIL <br />9/C4.1. <br />16. EXPANSION JOINTS IN CONCRETE. EXPANSION JOINTS SHALL BE SPACED AT 24' <br />MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. SEE DETAIL <br />6/C4.1. <br />17. FLUSH CURB ALONG DRIVE-THRU WINDOW LANDING. SEE DETAIL <br />16. PROPOSED 18" STEP OFF CURB (TYP.). SEE DETAIL 2/C4.1. <br />19. PROPOSED ADA STALL STRIPING AND MARKING. SEE DETAIL 1 AND 3/C4.0. <br />20. PROPOSED CONCRETE SECTION AND APRON FOR TRASH ENCLOSURE. SEE DETAIL <br />12/C4.1. <br />21. PROPOSED CROSSWALK STRIPING SEE DETAIL 7/C4.1. <br />22. PAVEMENT EDGE. SEE DETAIL 11/C4.1. <br />23. PROPOSED LOT LIGHT, PER SEPARATE LIGHTING PLAN. <br />24. PROPOSED HEIGHT CLEARANCE ARM. PER ARCHITECTURAL PLANS AND DETAIL <br />7/C4.2. <br />25. PROPOSED ORDER POINT STRIPING SEE DETAIL 5/C4.2. <br />26. PROPOSED BOLLARD (TYP). SEE DETAIL 5/C4.1. <br />27. DRIVE-THRU ORDER POINT ISLAND. SEE DETAIL 8/C4.1. <br />28. PROPOSED CURB AND GUTTER (TYP.). SEE DETAIL 10 AND 11/C4.0. <br />29. PROPOSED CANOPY COLUMNS. SEE ARCHITECTURAL PUNS. <br />30. PROPOSED FUG POLE. SEE ARCHITECTURAL PLANS. <br />31. PROPOSED SCREENING FENCE. SEE ARCHITECTURAL PLANS. <br />32. PROPOSED OFF -SITE CONCRETE SIDEWALK PER CITY OF EVERETT STANDARD <br />312/C5.0. <br />33. PROPOSED BIKE RACK, SEE ARCHITECTURAL PLANS. <br />34. PROPOSED CONCRETE SWALE. SEE DETAIL 7/C4.0. <br />35. PROPOSED CEMENT CONCRETE DRIVEWAY PER CITY OF EVERETT STANDARD <br />315/C5.0, <br />36. PROPOSED DRIVE THROUGH PER DETAIL 8/C4.0 AND 6/C4.2. <br />37. INSTALL DETECTIBLE WARNING PER DETAIL 4/C4.1. <br />38. PROPOSED ASPHALT BUTT JOINT. SEE DETAIL 4/C4.2. <br />39. ADA ACCESSIBLE PATH OF TRAVEL. SEE ACCESSIBLE PATH OF TRAVEL NOTE <br />THIS SHEET. <br />WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY <br />ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS <br />SLOPE. AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS (SECTION <br />405) WHERE NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE <br />EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP <br />MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED WHERE A <br />WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS NOT SEPARATED BY <br />A CURB, RAILING, OR OTHER ELEMENT MEETING ADA STANDARDS. <br />CONTRACTOR TO PROVIDE POST -CONSTRUCTION SURVEY TO CONFIRM ADA <br />COMPLIANCE. <br />Know whabs below. Call before you dig. <br />Dial 811 <br />E <br />a W- <br />ooQO <br />goo <br />19 oo <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />D [i] <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, VVA98032 <br />425.251.6222 <br />barghausen.eom <br />C 06 <br />Q <br />JJ�J <br />J L 00 <br />Wl-00 <br />LU <br />LU <br />0 � <br />e L J LU Ioo <br />LU <br />LU (1) <br />Vw T4w <br />FSR#04669 <br />BUILDING TYPE I SIZE'. <br />RELEASE: <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />CONSULTANT PROJECT% 21637 <br />PRINTED FOR <br />DAM 4/26/2022 <br />A DRAWN BY ADS <br />m"„Ned, mn„mSe a HiS doong wonice dU lNo <br />mimuno in <br />midutond W9 SHEET <br />SITE PLAN <br />SHEET NUMBER <br />CM <br />4 <br />3 <br />2 <br />1 <br />