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)P241737 <br />RD241Z37 <br />0T241737 <br />50241737 <br />WS241737 <br />OCK <br />'7241737 <br />T241737 <br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />OP — OP OF <br />65+00 16TH TREEf. 86 <br />+ <br />SS N8800161W 2 76 <br />r . <br />ti <br />T T 39 i06 �1 <br />I - <br />- <br />o to <br />44.91 FF= <br />;t _ DRIVE <br />h° <br />h° <br />'515927'W 34 <br />SEE C3.01 <br />732.02' <br />CONSTRUCTION NOTES <br />O1 AC PAVEMENT VALLEY, FLOWLINE <br />m <br />m m <br />O APPROXIMATE GRADING DAYLIGHT LINE <br />O3 USE RETAINING WALL. SEE NOTE 3 <br />m 4 <br />LEGEND <br />H <br />x505.80 FG SPOT ELEV. <br />; <br />2 or PAVEMENT SURFACE GRADE <br />o <br />— AC PAVEMENT VALLEY, FLOWLINE <br />V <br />m e <br />FF— 500. FINISH FLOOR ELEV. <br />R z <br />--%'i.'-- EXIS77NG TOPOGRAPHIC CONTOUR <br />-100— PROPOSED GRADING CONTOURGRADE <br />is <br />BREAK <br />USE WALL <br />NOTES: <br />1. SPOT ELEVA710N5 SHOWN REPRESENT FINISHED GRADE AT <br />THE FLOWLINE OF FACE OF CURB OR FINISHED PAVEMENT <br />ELEVATION. <br />2. SEE ARCH17ECTURAL PLANS FOR BUILDING FOUNDAT[ON <br />DETAILS AND ADDITIONAL ELEVA7ION INFORMATION. <br />3. SEE SHEETS LL1 AND LL2 FOR MSE WALL DETAILS AND <br />CROSS SEC710NS. <br />Z <br />0 <br />3 <br />z <br />0 <br />^ f U <br />�/ J 2 <br />0 <br />z0 <br />LLJ Z <br />a w <br />Q <br />LLI J <br />z <br />LLJ '1 <br />C <br />CLIENT <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98OD4 <br />PHONE (425) 453-9551 <br />- cp� <br />CONSULTANTS <br />SAe Planning • Civil Engineenng <br />Land Use ConsuLing • Project Management <br />U431 WAI—al NE see m <br />\- . RaNana. WA9WJSl <br />ai,ac N2+t z�zasa I ntix w�sl 39.S23e9 <br />Cam/ w.co�eonsI M111 , am <br />/J i PROJECTNO. <br />� , 0024-17-037 <br />e <br />DRAWING <br />C3.02 <br />o so 50 Know where below. <br />Call before you dig, SHEET 19 of 47 <br />PLAN IN FEET osoisrnxmu--C.at RIena N.:..v,a <br />