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TOP241737 <br />=241737 <br />VOT241737 <br />JSD241737 <br />JWS241737 <br />1LOCK <br />SfT241737 <br />3IT241737 <br />N. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. CONSTRUCTION NOTES <br />I 4C PAvEMENT VALLEY, FLOWLINE <br />APPROXIMATE GRADING DAYLIGHT LINE <br />\ O USE RETAINING WALL <br />LEGEND = <br />-C SPOT ELEV. <br />PAVEMENT SURFACE GRADE a <br />o s <br />AC PAVEMENT VALLEY, FLOWUNE ul Y <br />• 43 \ �\�\\!•: \ FINISH FLOOR ELEV. <br />BWPAT10 EXISDNG TOPOGRAPHIC CONTOUR w <br />s �� �� <br />�0 PROPOSED GRADING CONTOUR <br />GRADE BREAK z <br />GJ' \ F o \ �.; �►�vy MSE WALL <br />}0 <br />SEE C3.02•< <br />i •, <br />\ \ <br />� e4 <br />BBQl no ' � �'r' ` A V ` VAS <br />PLAY <br />/*\ ' <br />- _ 0 AREA - \ i 2s� N <br />v o - \� \ \�� N42V4551W 732.02' <br />#2 <br />U� h45.59 <br />�k <br />•"Tt - .37 z%\•x i <br />L5X <br />- -.!- " BIKE SHELTER#.1 <br />45.51 45.1 Z <br />. 45.38 <br />1 V V <br />Y a <br />z z <br />6 0 . <br />\ \ N <br />-- _ '\ <br />TYP. ab :m <br />(ITnOP4a.s% c_.. �¢yF.1�,. .. X -- zs _ _ -- ---1._ _ 1 41 .t,F \ Q <br />59 - 2 a r�� - _ s b e 1b; j SX �_ _ s>1� a- Lu <br />t5% _ <br />DRIVE C - - <br />TOP50.5 _ � y60 -�� �.-.t. ._.. sst �6� _ 1 � <br />(2.5 r ` _ ,(. 10 0., a - _ �.. - `. \ \�ffi \ .TOE M. J <br />TOEa8.0 � " •,,� �i oX�Co� � �� �_�--� \. `\ i�: <br />�87*505 E 1 t.71' I 1y1 % i "W' sn• k. - 5 H \ ♦ 70P 45.0 G <br />' 2%U ------ s °y°j A6,4 .> 81 47.59 0 �j) X Y . �•7S[ 1�`�,55 \ \ •. TOE 44.0 1J LLi Q d <br />1 <br />i U -y�� �_..� gfl .. 1 h F^_ -_ �1 ah "b� 1�4_ a1 k� '6's �`'` J aq 'e• ay cP 2 'S ^�I `\"`.\'D `� be <br />U <br />75 N� �4 rsy9 all k1�e 3, -- ,`a \ �� m <br />46 41t _ D�IV� 47.24 4z.00 81NES ER �2 F 'f of s� f�9s \`y� <br />DOG 4�ao�t` �a yC�� E k X 81K SHELTER #3 \ a \\\ <br />G 'LYs,: RUN - PLAY p16� 9 <br />AREA Q 4100 <br />TOP ss.s �' y esp0�� #3 RIVERVIEW I, LLC <br />(5 TOE 50.5 _ -`4yys TRASH *� <br />y 3. <br />a1 � ♦ 0900 NE STH STREET <br />7 TOP 56.0 - ___ _ __ __- _______.___..___ _ .\ Q� SUITE\,`� BELLEWE WA 98004 <br />('6 TOE 48.4 86 TOP SAO - - TOP 56.0 T - ___ ' s Xa \ \ a ,`Q 'HONE: (425) 453-9551 <br />(66 <br />- ( TOE 4$.4 T6 TOE so.o (4.8)To�E so i 1,.3 TOP ss.o sBBro2•o3'E na.2T T - ; <br />TOE 47 7 (7 OP -10, 7 TOP 5a 0 ; . _ -- - --- <br />- TOE 48.0 ( TOE 470 •� 3 TOA54. \� \ <br />TOE 47.4 - TOP 54.0 - <br />(6.8 i0P 9.0 TOP 47 0 <br />TOE 4Z4 tit 47,0 T £ 45 0 2j <br />t CPS <br />��Idti>utl��S'1 �ttJ� CONSULTANTS <br />mse i'rc{r�h/}u wc�I& �f) � ems• <br />NOTES: -.--- - a..� eD. Po.ciaq� ` J •• 1143 <br />1. SPOT ELEVATIONS SHOWN REPRESENT FINISHED GRAJATT Ical MSE wall details and calculationsTHE FLOWLINE OF FACE OF CURB OR FINISHED PAVEyp E�vAnaLare included with the updated PWP permit C��/ <br />, PROJECT NO. <br />2. SEE ARCHITECTURAL PLANS FOR BUILDING FOUNDATIpackage (sheets LL1 and LL2) , 0024-17-037 <br />/ •DRAWINGDETAILS AND ADDITIONAL ELEVAAON INFORMATION. (b C3-01 <br />0 30 60 Knowwharsbelow. <br />-�� Callbefore you dig. ­!rj 1.7 ,JI- 44 <br />PLAN INFEET <br />