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ANSIT TOP <br />/ I \ (TO MAIN) / <br />\ III o / <br />I i 1 Ln SO <br />9� UN11S / <br />631 STALLS <br />N b CO / <br />X 563 35 \ s ° <br />I , / <br />` <br />557.22 <br />1557.43 557.36 <br />\ \� /557.662,3+00 <br />7557.58 <br />557.83 <br />- -� --- <br />`i ITOP <br />E \(4.5 TOE 562\ B.h 155&26 <br />` \ <br />\\?B ------ -- ` °,5'� X558.47. p / <br />9 558.67 <br />\ 7 56.82 .\\ <br />5 TOP 568 0 80 <br />(1 TOE 564.5--------1 ------ - a CqCV <br />U <br />i <br />f <br />f <br />f <br />f <br />U <br />f <br />CONSTRUCTION NOTES <br />m <br />2 <br />0 <br />U <br />0 <br />U <br />0 <br />U <br />0 <br />U <br />O AC PAVEMENT VALLEY, FLOWLINE <br />O APPROXIMATE GRADING DAYLIGHT LINE <br />in <br />O MSE RETAINING WALL PER DET. ON C3.100 <br />W <br />s <br />o <br />o <br />¢ <br />0 <br />0 <br />CIP CONC. RETAINING WALL PER <br />o <br />a <br />O STRUCTURAL DESIGN <br />o <br />¢ <br />W <br />3 <br />LEGEND <br />Of M <br />"' <br />" <br />Z <br />m <br />a <br />Y <br />z <br />� <br />0 <br />w <br />0 <br />wa <br />o <br />'.' <br />z <br />3a <br />X 505.80 FG SPOT ELEV. <br />zo <br />ac <br />¢ <br />0¢ <br />w <br />m <br />o <br />Z <br />4 <br />L <br />w <br />K <br />o <br />2.0% PAVEMENT SURFACE GRADE <br />3 <br />¢ <br />¢ <br />o <br />¢ <br />AC PAVEMENT VALLEY, FLOWLINE <br />IL <br />dk <br />EE= 500. oo FINISH FLOOR ELEV. <br />N <br />N <br />pNp <br />m <br />N <br />r <br />m <br />- -100- - EXIS77NG TOPOGRAPHIC CONTOUR <br />-100- <br />z <br />PROPOSED GRADING CONTOUR <br />- - - - - GRADE BREAK <br />EW <br />J <br />MSE WALL <br />® CIP WALL <br />NOTES: <br />1. SPOT ELEVATIONS SHOWN REPRESENT <br />FINISHED GRADE AT THE FLOWLINE OF <br />FACE OF CURB OR FINISHED PAVEMENT <br />ELEVATION. <br />2. SEE ARCHITECTURAL PLANS FOR BUILDING <br />FOUNDATION DETAILS AND ADDITIONAL <br />ELEVATION INFORMARON. <br />3. FINISH GRADE PROFILES OF DRIVE <br />ALIGNMENTS ARE SHOWN ON SHTS. <br />C3.20-C3.23. <br />4. ALL LANDSCAPED AREAS SHALL BE <br />AMENDED PER DOE BMP T5.13: <br />POST -CONSTRUCTION SOIL QUALITY AND <br />DEPTH AND COE STD. DET. 202. <br />5. WALL 4' IN HEIGHT OR TALLER REQUIRE <br />SEPARATE DEFERRED BUILDING PERMIT. <br />OVAL l�Q <br />��� <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />BY MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />0 <br />z <br />z <br />z <br />z <br />0 <br />U <br />2 <br />N <br />i <br />O <br />in <br />-ate -ate tea= as as I as as a sby -- (6.0 TOE 559.5 / 559 03 <br />TOP 56a5 ® TYP. 3 ssaoo REC ' ` - 1 a a <br />u F -1 <br />O of r C� m I• I m m m m m m m �°��. mk v, /y <br />v7J <br />DS <br />1 a ,' P OP 7 03 ,$ ° \ \ ° (3 TOE 563.5 z 0 <br />i OP � ,I a a 4 \ � ° ; V z <br />/ _A ° ° as @J ab as as as Oa ai_ 4 \ cr <br />\ � � rr <br />/ o/, �O �Q - - - - - - - g9 EXTEND T i1 TOP'10° / 0 0 a <br />GAR=570.50 / - - , a AS bSHOW V, A� _TOE 565.0 �O (7 <br />56727OP TOP 566..5/5Z <br />In (.LLQ w567.81 565.71ur <br />E <br />�I 70.32 8' TOP 56 <br />TOP 565.2 0.5 O yrotg ' Ld <br />i 7. <br />�i o° 5' 8.2' 4' ° TOE 566. 0'4) TOE 564. 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SIDE \ a O° 5642 <br />Uj <br />1 <br />Zs I III _ - - -- - ---- -- --- --- --- --- <br />'1 ' - - will /m m m m m Illllli mill <br />Ss <br />0�0 Q s'o - <br />` STA 309+88.04, 45.19 LT <br />i+ 2 - - -a - - - - \ - - - - - --- -_ TA 6+21.86, 35.13' LT '\ a ' �O rE MATCH EXIST. o / <br />V - _ _ ----------------- -- i ,�, GJ ^p <br />� N - = -----_ _ 4' a.o ° STA 309+77.01, 45.2 ' iT <br />TOP 569.5 0.S --__ _ MATCH EXIST. <br />DRII, 5+\ 0 (1.0 71 <br />TOE �518.5 (3: �1 Ex 557.0 aS '- <br />Z W` \ �� �` - -- N ACCESSIBLE PEDESTRIAN SIDEWALK DETAIL <br />6 = e \ g1`, n \ / 0 20 40 A SCALE: AS NOTED <br />u m 601a 4 0� PLAN IN FEET <br />CQC - - -- _- _ - _- I1-° -h _ <br />owwhaCsbelOW. G ?�$ g 6 � (4 <br />f ° <br />m ill <br />IMl <br />mp <br />N <br />0 10 20 <br />PLAN IN FEET <br />Copyright 0 2020 CPH Consultants, U.C. All Rlghts Reserved <br />CPH <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 1201h Street <br />Kirkland, WA 98034 • (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98MI • (509) 293-7731 <br />www. c p h c o n s u l t a n ts. c a <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.04 <br />SHEET 22 OF 62 <br />