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- - - - - '---_- <br />-492_ <br />_ \ 1 <br />Point Table <br />Point # <br />Elevation <br />Northing <br />Easting <br />Description <br />1 <br />124.33 <br />5058.28 <br />5047.16 <br />BOTTOM FACE OF CURB <br />2 <br />125.46 <br />5044.59 <br />5033.34 <br />BOTTOM FACE OF CURB <br />3 <br />125.44 <br />5039.59 <br />5033.38 <br />BOTTOM FACE OF CURB <br />4 <br />125.43 <br />5036.77 <br />5033.40 <br />EDGE OF DRIVEWAY <br />5 <br />125.36 <br />5016.78 <br />5033.54 <br />EDGE OF DRIVEWAY <br />6 <br />125.35 <br />5014.20 <br />5033.56 <br />BOTTOM FACE OF CURB <br />7 <br />125.25 <br />5036.76 <br />5041.34 <br />EDGE OF DRIVEWAY <br />8 <br />124.82 <br />5036.74 <br />5047.91 <br />EDGE OF DRIVEWAY <br />9 <br />125.19 <br />5016.76 <br />5041.37 <br />EDGE OF DRIVEWAY <br />10 <br />124.81 <br />5016.73 <br />5047.37 <br />EDGE OF DRIVEWAY <br />11 <br />125.30 <br />4999.54 <br />5033.67 <br />BOTTOM FACE OF CURB <br />12 <br />125.54 <br />4999.53 <br />5038.75 <br />ANGLE POINT <br />13 <br />125.29 <br />4995.54 <br />5033.70 <br />BOTTOM OF CURB RAMP <br />14 <br />125.15 <br />4995.58 <br />5040.20 <br />TOP OF CURB RAMP <br />15 <br />125.28 <br />4991.54 <br />5033.73 <br />BOTTOM OF CURB RAMP <br />16 <br />125.15 <br />4991.58 <br />5040.23 <br />TOP OF CURB RAMP <br />17 <br />125.26 <br />4987.54 <br />5033.75 <br />BOTTOM FACE OF CURB <br />18 <br />125.35 <br />4977.93 <br />5041.60 <br />ANGLE POINT <br />19 <br />125.23 <br />4977.96 <br />5033.82 <br />BOTTOM FACE OF CURB <br />20 <br />125.21 <br />4973.52 <br />5033.86 <br />BOTTOM FACE OF CURB <br />21 <br />124.35 <br />4959.62 <br />5047.62 <br />BOTTOM FACE OF CURB <br />22 <br />124.72 <br />4955.68 <br />5051.64 <br />ANGLE POINT <br />23 <br />124.24 <br />4935.98 <br />5047.77 <br />BOTTOM FACE OF CURB <br />24 <br />124.63 <br />4935.99 <br />5051.78 <br />ANGLE POINT <br />25 <br />124.16 <br />4919.00 <br />5047.88 <br />BOTTOM FACE OF CURB <br />26 <br />124.54 <br />4919.00 <br />5051.91 <br />ANGLE POINT <br />27 <br />124.35 <br />4906.53 <br />5051.98 <br />ANGLE POINT <br />28 <br />124.10 <br />4906.51 <br />5047.95 <br />BOTTOM FACE OF CURB <br />29 <br />124.41 <br />4907.71 <br />5061.14 <br />BACK OF WALK <br />30 <br />124.84 <br />4947.70 <br />5061.44 <br />BACK OF WALK <br />31 <br />139.90 <br />4947.43 <br />5072.00 <br />FACE OF BUILDING <br />32 <br />125.15 <br />4969.43 <br />5066.44 <br />ANGLE POINT <br />33 <br />125.20 <br />4969.39 <br />5074.11 <br />FACE OF BUILDING <br />34 <br />125.18 <br />4981.45 <br />5066.90 <br />ANGLE POINT <br />35 <br />125.20 <br />4978.97 <br />5074.14 <br />FACE OF BUILDING <br />36 <br />125.17 <br />4965.91 <br />5072.06 <br />FACE OF BUILDING <br />37 <br />124.88 <br />5010.69 <br />5058.73 <br />ANGLE POINT <br />38 <br />124.90 <br />5010.68 <br />5066.63 <br />FACE OF BUILDING <br />39 <br />124.90 <br />5036.67 <br />5066.72 <br />FACE OF BUILDING <br />40 <br />124.86 <br />5036.70 <br />5058.68 <br />ANGLE POINT <br />41 <br />124.89 <br />5056.55 <br />5061.25 <br />MATCH EXISTING <br />42 <br />117.35 <br />4907.72 <br />5181.14 <br />ENTRY WAY <br />43 <br />117.35 <br />4914.19 <br />5181.14 <br />ENTRY WAY <br />44 <br />117.50 <br />4931.43 <br />5181.15 <br />ENTRY WAY <br />45 <br />117.50 <br />4951.81 <br />5181.14 <br />ENTRY WAY <br />46 <br />117.90 <br />4975.15 <br />5181.14 <br />ENTRY WAY <br />47 <br />117.90 <br />4980.75 <br />5181.14 <br />ENTRY WAY <br />48 <br />125.17 <br />4951.65 <br />5064.37 <br />ANGLE POINT <br />49 <br />125.07 <br />4966.45 <br />5065.09 <br />ANGLE POINT <br />50 <br />125.07 <br />4966.45 <br />5067.67 <br />ANGLE POINT <br />51 <br />125.17 <br />4951.24 <br />5068.85 <br />ANGLE POINT <br />52 <br />124.90 <br />5026.74 <br />5047.64 <br />FACE OF BUILDING <br />53 <br />125.46 . <br />4977.49 <br />5039.33 <br />FINISHED GRADE <br />54 <br />125.07 <br />4977.49 <br />5047.37 <br />FINISHED GRADE <br />56 <br />125.10 <br />4987.58 <br />5047.37 <br />FINISHED GRADE <br />PERTEET <br />2707 COLBY AVENUE, SUITE 900 <br />EVERETT, WA 98201 <br />425.252.7700 1800.615.9900 <br />} <br />} <br />} <br />} SCALE <br />} <br />} 10 0 10 20 <br />FEET <br />} <br />} <br />} <br />1b <br />} <br />} CONSTRUCTION NOTES: <br />}} CEMENT CONC. CURB AND GUTTER PER CITY OF <br />(DEVERETT STANDARD DWG NO. 307. <br />O2 CONSTRUCT TYPE A CURB RAMP PER CITY OF EVERETT <br />STANDARD DWG NO. 318. <br />) <br />} <br />) <br />) <br />) <br />) <br />) <br />) <br />) <br />) <br />iIA83a �10J 03M31A3 <br />113�13A3 JO W <br />} GENERAL NOTES.- <br />1 . SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND SHALL BE <br />CLASS 3000 CEMENT CONCRETE, WITH AIR ENTRAINMENT (MIN <br />4.5%, MAX 6.5%) PER C.O.E STANDARD DWG 312. <br />2. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF <br />MAXIMUM DENSITY. <br />3. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER <br />HAVING A 1 /4" RADIUS. <br />4. SEE ARCHITECTURAL DRAWINGS FOR SIDEWALK MATERIALS AND <br />SCORING PATTERNS. <br />) <br />LEGEND <br />CEMENT CONC. DRIVEWAY PER DETAIL SHEET C5.0, <br />CEMENT CONC. SIDEWALK PER CITY OF EVERETT <br />° STANDARD DWG NO. 312 & 313. <br />CEMENT CONC. REPAIR PER DETAIL SHEET C5.0. <br />Know. what's below. <br />Call Dore you dig. <br />1 b POINT ELEV. UPDATED & ADDED 11 /7/19 <br />NO. DESCRIPTION DATE <br />REVISIONS <br />PROJECT NO: 20180241 <br />DATE: 02/2019 <br />DRAWN BY: MC <br />APPROVAL: MRM <br />Marquee <br />Apartments <br />2721 Wetmore Ave <br />Everett, WA <br />Sidewalk and <br />Plaza Grading <br />Plan <br />DESIGN DEVELOPMENT <br />PHASE <br />� MOWSM•a <br />C2.0 <br />y_ <br />