Laserfiche WebLink
3 <br />E <br />0 <br />N <br />I <br />0 5' To' 20' <br />SCALE <br />GEOTECHNICAL RECOMMENDATIONS <br />THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING REPORT <br />REFERENCED ON THE COVER SHEET, THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECH <br />REPORT. <br />1. ALL EXISTING FILL SOILS SHALL BE REMOVED IN EITHER OF THE FOLLOWING WAYS: <br />1.1. REMOVAL OF 2.5 FEET OF THE EXISTING FILL WITHIN THE BUILDING FOOTPRINT <br />AND 5 FEET BEYOND THE PLANNED BUILDING FOOTPRINT <br />1.2. REMOVAL OF THE ENBRE EXISTING FILL (ESTIMATED TO BE 5-6 FEET BELOW <br />EXISTING GRADE AND 5 FEET BEYOND THE CURRENTLY PLANNED BUILDING <br />FOOTPRINT). <br />2. UTILITY TRENCHES PENETRATING BENEATH THE BUILDING SHOULD BE EFFECTIVELY <br />SEALED. PROVIDE A TRENCH PLUG THAT EXTENDS AT LEAST 5 FEET FROM THE FACE <br />OF THE BUILDING EXTERIOR. THE PLUG MATERIAL SHOULD CONSIST OF CEMENRTIOUS <br />ROWMLE FILL. <br />�tuc <br />600 .i .� <br />\ <br />C I. it <br />4 \\ <br />B <br />CHANNEL LANDSCAPE <br />BETWEEN BACK OF TRAIL <br />AND BACK OF SITE CURB <br />TO WEST SIDE OF SWALE <br />ON SHEET C32 <br />GRADING PLAN - NORTH <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 />i�•O�\` <br />7 " <br />GRADE <br />BEAK <br />k' II <br />BREAK <br />MATCH EXISTING <br />ELEVATIONS MOUND <br />EXISTING POWER POLE <br />aa^, <br />2.1 3.3% <br />�a <br />I <br />I 1 <br />p;I <br />1 t <br />I <br />I <br />�I <br />I , I <br />I I <br />I � 1 <br />I ` <br />I <br />h <br />I / \ <br />L r I <br />B5 <br />SNOPUD <br />y o <br />F <br />dI <br />a <br />4 <br />I /F <br />—/ <br />L <br />dy <br />16.39 TA <br />16.89 TC <br />I d 1 <br />d / <br />Ids <br />GRADE <br />BREAK <br />- <br />)(539 TA <br />-' a a <br />)6a9 TC <br />nn za Fr <br />x 1 <br />Ill <br />A SPOT ELEVATION NOTES: <br />ALL SPOT ELEVATIONS SHOWN ME TO FINISHED <br />SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE <br />PAVEMENT) UNLESS OTHERWISE NOTED. <br />TA - TOP OF PAVEMENT AD ACE14T TO CURB/SIDEWALK <br />/01IMERUBANF CURB/SIDEWALK ADJACENT TO ASPHALT <br />TRAIL EASEMENT ADJACENT TO PAVEMENT <br />EXISTIN ELEVATION <br />GRADING GENERAL NOTES; <br />1. ALL GRADING AND PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN <br />ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY ORDINANCE AND <br />STANDARD PLANS. THE GRADING AND IMPROVEMENTS ARE SUBJECT TO THE <br />OBSERVATION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. <br />2. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE, UNLESS OTHERWISE <br />NOTED. SEE SPOT ELEVATION NOTES THIS SHEET. <br />3. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS. <br />MATCHLINE SEE SHEET C3.2 <br />MATCH EXISTING ELEVATIONS MOUND — <br />EXISTING POWER POLE. MAXIMUM GRADE <br />MOUND THIS IS I:I SLOPE PER SNOPUD <br />STANDARDS. <br />I <br />FF-507.00 <br />. 06-, <br />r� <br />t ( O <br />INA <br />\\\ 0 <br />I� <br />30' X 70' SNOPUD <br />EASEMENT 1395231 I g <br />Al <br />4" CURB FROM ADA <br />RAMP WEST TO <br />RIDGELINE AT NORTH <br />END OF DRIVE-THRU <br />d50722 TCTAd <br />° `'�" <br />5oz2z <br />507 <br />TRANSITION FROM 4" ° it <br />CURB a CURB TO FLUSH CURB \ <br />4. a'4 F ° 41 <br />4506.9 <br />a n \ <br />I j a - <br />d <br />d4. <br />d <br />a GRADE <br />° BREAK M; FaNR\ 11 m <br />I <br />1.5 <br />— <br />° d <br />Xa <br />Ts <br />° A <br />j d yl <br />I 4 d <br />GRADE 1 <br />BREAK <br />d ° <br />. 44 ° GRADE <br />AID <br />N <br />BREAK <br />4d Q. <br />d <br />9 �p Fd <br />i <br />I 9 <br />al d <br />1 d <br />' <br />B <br />I 4 <br />II <br />I <br />1' <br />1d d a .I <br />I <br />) <br />F <br />1 <br />O <br />1 <br />1 O <br />1 <br />1 . <br />d <br />s df <br />1 d <br />1 <br />° <br />O1 <br />° d d <br />4. <br />w. <br />KnowCall what's ore you <br />0 C811 before you dig. <br />Dial 811 <br />1 <br />A <br />a W— <br />OQOO <br />go00 <br />��OGO% <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />[i] <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, VVA.98032 <br />425.251.6222 <br />barghausen.com <br />06 <br />I <br />Q <br />J� LLa <br />C W <br />� � W� <br />LU <br />�W� <br />0 i <br />W <br />V=JQ�WwWj2�w FSR#04669 <br />BUILDING TYPE / SIZE <br />'. <br />RELEASE' <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />CONSULTANT PROJECT% 21637 <br />PRINTED FOR <br />DAM 4/26/2022 <br />DRAWN BY ADS <br />1mmi„Nnn"M M I a HiS ao.«e •m 1n a nlelml •S. <br />MY 11MM�"M0 narnyxi my not mn <br />GRADING PLAN - <br />NORTH <br />SHEET NUMBER <br />4 1 3 1 2 <br />C11 <br />