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Home My WebLink AboutR-384720a N�Z4 w Z CL � U) CL Q o U Z :mr In v> CMACT: DWMT E. SLATO N m � CONSiOWTIM MAwAOER U� a N, Cc7c D c •— a V) H t IMA 94032 a CONTACT: JAY GAM, PE ON •C (425)251-6222 C rl Cf I.L.f C O� J yyyo U 0 W in 420 ALAN WOW ROAD EN, PA 14426 0 W Y t„ 1 U 0 Z :mr In v> CMACT: DWMT E. SLATO N m � CONSiOWTIM MAwAOER cn (614) 534-01ft CELL 303-546-4623 D c conncn t IMA 94032 a CONTACT: JAY GAM, PE (425)251-6222 �- �- w .- o r _ _mai'- • r �._ r ■ DFLAPAGE I REM � � ■ ��■ ■ ■ � 7i ■ ■ �>t � • moi, • • � �r • N� � EXISTING CATCH BASIN El 1 15 FT WIDE GRAVEL MAINTENANCE ACCESS DRIVE. SEE ALSO C1.4-3 6 RIP—RAP FOR PIPE OUTLETS AND POND L"NG SHALL BE AS PER EXISTING STORM PIPE _ _ - - _ _ SURFACE (MATER DRAINAGE NOTE AND SPECIFICATION- NOTE 14 ON 2 NOT USED SHEET CO.2-1 EXISTING GRADE CONTOUR 3 SEE BSD CAGE DEBRI BARRIER DETAIL SHEET C1.5-4 PROPOSED CATCH BASINPROPOSED GRADE CONTOUR ------ - - - - - 4 BEEHIVE GRATE AS PER DETAIL SHEET C2.6 ■ PROPOSED STORM CATCH MSMN/M NHOLE <E> DEBRIS BARRIER AS PER DETAIL 223.0 SHEET C2.6 PROPOSED STORM PIPE `�---•� UTILITY CROSSING j L MATCHL�� E ��iEET `" Ln SURFACE ELEVATION 141) CID mm } "' o cmc€ o U U U m — — oZ— 4.I -O — E I PROPOSED Two—CELL *fV WET POND TO PROVIDE BASIC (MATER -- 1 „x..w. °�' QUALITY TREATMENT REQUIREMENTS PER 2009 KCSwDM 0 3 r • � fir � I � z, 0 0 uj 000 z z z 00 z o > CALL 2 WORKING DAYS (� Cm= OFE • YOUOG D LL �C4 #q A s DrA1'M CITY OF RENTON, NAVD 88 Approved by: e, CITY OF RENTON CONTROL AWovrd by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING `01�`I by: 19.488 FEET (NAVD86) oved `i € € € € € € € oil€ KEYWIAP € € Q, € € NOT TO SCALE 3: € € 1 . 4- C1111111114 TVE Zo 1N W/ STO GMTE M = 19.92 1E = 16.08 (12" S) IIE = 15.00 (24N E) 1E 15.58 (16 w) E 00—" € € a�09 TVK 2, 46" W/ SOI COVER MM = 21.47 NE = 1522 (18" W) IE = 15.2 (19" E) A 1 € i Ir TYPE 2, 46" 1 W/o'EN CUM FAC FAMIE AND OMTE MM = 20.52 IE = 14.91 (24" E) I IE = 14.91 (24" w) 00 L9 € d ! a ! s a ! ♦ ! ♦ i _ d i _ # > _ ! .. a .. # . .. 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F a Aws m #a> a.ada as# a#m� a♦♦ aa»::kY ♦3. »dk aaa a.># a'• »k# #a !!ra$ a wad ! aa a a .aw .a d a ♦>a! a 8.wx wa #mm a♦. awx.> #a :»♦Y aD I ,. . $ am . . wiY aF . •a> d da> •a>i> aa.d . m m ♦ .mm♦tl .• ♦ a . .s mi ♦ sm ♦ MM 19.411 Z, VVYV IE 14. (24N S) d a ♦ k a a a > a a # a $ # ♦ 9 k ! ♦ a tF ;k® FACE 14.50 (24" w 6 % . % d • w a . 2 a d a d RATE M. # ♦ ♦' x a i a x » # a a > > a i a ♦ m u a» x m '� s, a F s • �F F a > i a ♦ # > ♦ . x > # ! s i a F x ♦ # . #♦.a a> .#Y»#m. x da a#>mi as♦FF ♦#.a a >♦ > �w�♦1 �i ! x>> #k ## >♦-# »��. .��a ..b' m.. a.ma» a!ffi >�. d>aa.a xa��F r a It TYPE / 2, 44" 4„ . ffim#wF ffi iii � ai . ♦ . ♦ .as> �2 aaa i"� x�' #'3 is ~ ♦•; ' a'�a y. ! a ! aha it m da ,' W/ m R ..12" L N NIE €€ I m19M =14.33( 118"w)24NS) a . ♦ � a;a� > i♦ialas i s i m. ♦•m# ii x# #i» ♦ w �#xi .k # m!a1/ a s a . a > ♦ a . # # a > a € t " .lY. !a .$♦#lie IE 14.33 10 SE » s a » s a m a i a a. i m a a F a• �. d i a m » i ♦ m a a i a d � - fa i • a R m w s ! » ° m • d ♦ i • # i_ x a a ! a # ae a " '� i x # . ♦ 4 F " .r # € 1 > # i a a . m . ! . m a ! a > s ! ♦ ♦ a ! ♦ mart = m a F m e ♦ m s w Sol COVER • a # ♦ ! a m :> > > � # - + € j € , LF 12" CK SO • 1.0. ffi =20.03; i m i . ♦ '` a + d a a♦ksa a k��a IE 13.73 11�'A>r € r ! .:k a # . F # s c d . � ! a ! ' . i ♦ a " ♦ a s s ! ♦ t ! • i ♦ a �: ° ♦ J 1 € . . FY�a .. a. as arwY a# mk iYa♦ #m iF.s F£>� .♦» a# a> idxa» �♦d k. as IE 373(1sE)♦ a. % a>)c € " i # • a a € :X. •19 , � 1 �1� TYPE 2. w/STO GIMTE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ , x � S ADdIJST TO MATCH + + + + + + + + 57 LF 10" C*ER SD • 0.7= + + FOM ONDE CtIAE AND COWAECT NEW 36" + + + + + + + + + + + + + + + + + r 00-69E = 11A3 +/— MATCH EX 36". + + + + + + + + + + + + + + + + + + + + N = 2116 LF ;, 4. t _ + + + + + + + + + + + + + 1E = 11,a3 (36" S) cprwZp SD a n um + + + + + + + + + + + € — + + + + + + + , IE = 13.33 (18" W) 10 0 O �—---r----- 'J" a Fjr Cc ss is _____________________________________________________________ __________________ __ CONNECT PROPOSED 36" SO TO EXISTING MANHOLE TYPE 1, w/ MGK m _ _-- --- ___-- m GMTE mm = 19. 4 IE = 15.5067DRAIN 11" �, t1 � TO D CONVEYANCE SYSTEM. " - - -45!4 TYPE 2 72" 5 ________________________________________-_______-___- r�w/sm Saud c own w w/ GATED 12" MI�rW!ENCE 4 M = 18.64 °® IE 12.46 (36" w) r IE = 12.46 (12" S) IE = 12.46 (36" E) i IE = 12.46 (om" N) € I € I �.. r � � • � . ly! r js • r `,r E • � .D w IKEA PROPERTY INC -II(S S. � 6� 420 ALAN WOW ROAD EN, PA 14426 �P %i A syi z Z :mr In v> CMACT: DWMT E. SLATO N m � CONSiOWTIM MAwAOER cn (614) 534-01ft CELL 303-546-4623 28527 FFG / s T Eli`° ,4�`� ss�Q�A • N COW.A&TMIG ENGMIEERS 18215 72ND AMENUE SOUTH KENT, �,� t IMA 94032 ' '�/ • / CONTACT: JAY GAM, PE (425)251-6222 �.. r � � • � . ly! r js • r `,r E • � .D w low Y z S z Z :mr In v> c m � ' Z m m m ID Z a O a z c) z c 3 m m eD 8 pig o� F� m � ' m � � CD i 0 0 r x o O 1 r Z a eD 8 pig