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TOP2417J7 <br />GRD24,•737 <br />NOT241737 <br />USD241737 <br />UWS241737 <br />3LOCK <br />SIT241737 <br />SIT241737 <br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />C885. TYPE 1 501M #21290 <br />STA 61+86.77, 9.05 RT Rw 42,' <br />12" C1 A rE J6 8B !SE) <br />00 020478 8•CPP K 371r (SSE) <br />RIM 0.57 \ 8' CJNC C 36 (NW) <br />B• <br />__ -.-_ -_ __ - - lr CONC K 16=2 ;'SE) \ •� 1C1° CATS VALAL VE 3760 (SE) <br />op OP <br />85+W 16TH STREETall references have been revised to -- ---7- i - +57 1RW W 4106 <br />1 2 r`g - _ Ir � �C 37. 75 (N» <br />"...DIAM. DETENTION TANK" with ,Y - ` 26LF T2's0 C8120086 ,J N42'059JV 25.2r <br />materials specified by the City's standard . s-asos RYI 41.66 <br />RIM 4V 1E 39.49 {NW) NOI3'S6E 736' <br />detail. Intent is that this tank will be <br />• N42'04'551V 51.54' <br />aluminum. _ _ - <br />N88'OOY61v 52.i6 ' � <br />Z-lSTiLF 54'L'6WAi1 TYPE ?-72' \. N68'38'49 W 11.18' <br />::MN /21327 DETENTION 1ANK ST4 6I+62.38, 0.75• RT 37LF 12' SO <br />va RIM 39,09 TOP PIPE=4L2 SEE SHT. CJ.20 9 S=O:Sit' - <br />S. <br />PVC rr f972 nM (SE, BOT PIPE=36.7 1 _ <br />21 a rT 7 (SSE; SEE SHT C3.20 <br />zr (R •C rB - \ <br />(NE, <br />w <br />d' P C H .f7.53 (N7 � `'�` <br />C8100 TYPE 2-48' BEEHIVE - <br />STA 23+16.28, 41.40' LT Q <br />RIM=29.59 �!� t� o <br />IE(12iV)=25.65 r �y ! SiDRIVE G { <br />ce Rroee <br />RIM Jd86 < <br />8" PVC (ME) ,rt <br />TOP EL90w 36 981 n`v \98LF -� Y i `J ) .i ,) -1 \ ' .\\\ \ N421 <br />C8105 TYPE 2-48' 55LF 12' SO DETENTLON T. I,ti` '\ \ r _ <br />STA 23+01,31, 71.96' L T S=15.95x I TBot . 7 <br />RIM 38.44 .. A \\ \ > \ Rgs, <br />=�.. SEE SHT C3.20 p \� - �••� \ a' <br />IE(12'S)=34.50 A Q� <br />IE(12'E)-34.50 \ = _ _ - I \ 2 IE=43.6 <br />C875, TYPE 2- 72' <br />STA 23+01.58. 26.04' LT <br />49LF 12' SD <br />RIM 4557 <br />6- PVC fE 43. 16 (W) <br />6' PVC IE 4375 (g)�-' , I?t+ C868 TYPE 2-72` 5 <br />DRIVER _ ! � <br />-STA 60+I3:59, 11-zs' 1 _ r \ <br />sow 02134; 54LF 12' 5-0 <br />Rut 39.34 S=3.87%- I i . - 8" PVC d 3J 37 (NW)) <br />12" 01 1E 28.86 (NEIf• `- .� <br />11'0IC 18.84 <br />.`AINT. - \. 2 IE=43.6 <br />C8110. TYPE 1 (BEEHIVE) �' Yl Q . <br />VE F <br />STA 22+47.02, 50.38' LT =LDG �iL, YA426 r <br />RIM=42.40 �� B_BQ/PA770 <br />IE(I2N).J8.40 2 E-44.4 BASKETBALL \ \ 43COURT <br />N � <br />Ng� Cr <br />i PLAY <br />AREA <br />i <br />I'#1B <br />a 3 <br />p [ PLAY <br />I II Q AREA <br />SEE C3.03 <br />5-W 732.02' <br />M <br />41 <br />1L 4:51 (SE) <br />x 4.36 (SW) <br />R /4470856 Rul <br />6- CONC ¢ 43.52 (SW) <br />CONSTRUCTION NOTES <br />O6' PVC FOR BLDG. DRAIN CONN., �, ?,OZ MIN. <br />OSTORM DRAIN CLEANOUT PER BET. ON SHT. C3.100, <br />INVERT ELEV. PER PLAN <br />3O ADJUST EXIST CATCH BASIN TO FINISHED GRADE <br />O REMOVE EXIST CB AND CAP SO PIPE AT BACK OF SIDEWALK <br />OCAP EXIST CULVERT AT BACK OF SIDEWALK <br />O REMOVE EXIST SO STRUCTURE AND PIPE <br />O AREA DRAIN PER BET. ON SHT C3.100 <br />LEGEND <br />DRAIN PIPE <br />-� SO CATCH BASIN <br />CLEANOUT <br />- - ROOF DRAIN <br />• AREA DRAIN <br />NOTES <br />1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT <br />CENTER OF STRUCTURE PER STRUCTURE. <br />2. ALL STORM DRAINAGE (SO) CONVEYANCE PIPE SHALL BE <br />LINED CORRUGATED POLYETHYLENE (LCPE), LINO. <br />3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES WITH VANED GRATES (207X24� PER COE STD. DWG. <br />406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS <br />SHALL BE LOCKING FRAME AND GRATE OR LID PER COE <br />STD. DWG. 611 (UNO). <br />4. TYPE ;_CATCH BASIN TO BE PER COE STD. DWG. 402. <br />TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG, 403. <br />TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, <br />DIAMETER PER PLAN. <br />0 <br />i <br />3 <br />o <br />> <br />0 <br />z <br />0 <br />LLI <br />0 <br />Z <br />N <br />a-� <br />Q <br />W <br />O <br />a <br />LU <br />r� <br />(Y <br />L1J <br />U <br />2 <br />> <br />U <br />RIVERVIEW I, LLC <br />10900 NE BTH STREET <br />SUITE 1200 <br />BELLEVUE. WA 98004 <br />PHONE: (425) 453-9551 <br />P4. <br />CONSULTANTS <br />sie Bar <br />Use ce, _ <br />uan; <br />�/� i PROJECT NO- <br />002417-037 <br />DRAWING <br />C3.04 <br />0 30 60 Know. wws below. - <br />Call before you dig. SHEET 20 ()r 411 <br />PLAN INFEET a�os.�.•nle cr, =.,-a <,.a.r.,.... <br />