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HomeMy WebLinkAboutD-295219T u - V \P R.5 _.,, 4, 3, N, E, ORTION OF NW 1' SEC. _T 23 W M N N co , - _• __...... �. i _ N _ OUTFACE SEE - -DWG SD23 0 INSTALL' BLACK .VINYL COATED GATE s :•." ':. � I!,- ___ "__•• >- -.._� _ -_ `\ p) 10'.:•SWINGING. SECTIONS PER O N ` . j I ...... _ p' -gj 1 - _... -. -... \.. \ RENTON STANDARRD PLAN L003 L . A • , -.,_ 1 +28.2 26.8 LT •Yi _ P STA 15 +99.6 .: RIPRAP" OUTLET- PROTECTION _ 55.2' LT WELL- GRADED, - -4!-24 0, NE . . - -- , - :: •. 7 = 2' THICK I, -... - .- ...... - - 82.0 (0.0' OFFSET Q LI ` WATER QUALI.TY.,_ A Q STA 10 +00. STA ­10+77.8 ) - -68.0 LT, ' o -•- I '. _ STORAGE .VOLUME - P•. TA 12+84.2._­.. SPI SE i1 �7x po 53.. ` ..... `•8, ,• \•`,' '''•. ,.� ~` _. • - -,; - .�� D2 .... -CELL =.,. - -" - - .40 3 LT - ...E '" -- - -- - .. -- P TA '•STA 13 +88.4 DZ x� 22542 LT +7 , I - - F- 0.0 ry INE P STA 16 +55.9 _ -_'_-'��_ 00'. POND ' SD2 T 1 _ - _- '� ` - RAMP P STA 11 +82.0 1 S A 3 +87.2 _ 44.2 LT N �- \� \,� \ ' P STA 15 +70.0 L 00TR 1 +75.2 �- -1 t ' - . I: • , _ 7.9 T iv 15 +00 _�- � 0.00 RT '-1 -- 2 +00 CELL 1 T DOWNS 85.4826° E {- P STA 15 +70.0 B STA 221 +, 2 3= \'t I- S 72'46' w P STA 131 85.0 14 +00 I I ' I� \P STA' 10 +79.4_ SEE E �' _ -\ - 2 49" E 13+ ~345.16 P STA 9 +97.4, . 27.7 00 2 .3 LT I „/ 21.83 RT gi 0:.7 RT SD2 �� 5 - -�� CELL 2 I J! �l fI •i ��.l. c� P STA P ST:4 13 +23.0 P -LINE P STA 16 +55.4 P.. STA 11 +34.2 �_ � _ _ "_ \, \�'" � \ ,; =_ _ � 12 +84.2 0.0 ITT __ - _- -_ _ ,� , �� 32;5' RT _ _- ----•- /j / / - B -LINE - / / - ------ / / 1.. D - -- STA MAINTENANCE ROAD -- 83.53' RT - _ - - _`_ _ \, rD P STA 15 +86:6 , P _STA - u __- - - - --� 51.5 R . _ r - G SURFACE t• - -. ~a - - ..__..- _.. (� i/ ___ __�-�^ CELL E 2 8,122 SF A INSTALL BLACK VINYL COATED ✓ ' TYPE 3 FENCE PER COR P STA 12 +91.7 STANDARD PLAN L002, TYP M. T ►`2te +:tsta -r _ '-'- � /'i /'� ' P ST 2 34 1' RT 63.5'ART + 1 95.1 - l P STA 12 +84.2 7. P STA 12+9 y _ - P STA 12+08 .1 : _ g PA STA 22 +851 ' _ v f ` _ -"-... - - INSTALL BLACK VINYL COATED GATE � r _ -'POND (2) 10' SWINGING SECTIONS PER �- -, ,. •' - ,..-' /� ACCESS ' ROAD RENTON STANDARD PLAN L003 PA LINE r ROADWAY EXCAVATION - DETENTION POND 43,700 CY g PE STA 11 +05.95= ROADWAY EXCAVATION N l ' PA- -STA" 20 +00.0 1,500 CY L \ *tr�� (POND ACCESS ROAD AND ACCESS ROAD) �_..- : ~• -., ``... -" ' ---' `��'�✓ : • :>+' ,f" UNSUITABLE EXCAVATION 400 CY `t•'' _ `` / �` `~ �~ PE LINE ' GRAVEL BORROW 470 TON POND B1 35 P 1 30 0 30 60 B STA 218 +06.4 = PE STA 10 +00.0 scale feet y� KC MAP NO. 316-12 " -. -" 33301 9TH AVENUE SOUTH CALL 48 HOURS ,�azse ti'., i FEDERAL WAY, WASHINGTON I BEFORE YOU DIG BEKGERIABAM 98003 -2600 . t•osl - 800 -424 -5555 ` " s ' " ° E " ° ' " VOICE: (206)431 -2300 EXPIRES XME 4,2M9 King County 4%t 7 FAX: (206)431 -2250 NO. REVISION S tart s >pe on wa u 191INA4 0l 07.01P// by Mnairoon � Ahne- 4 11/X/lIFAPN?- 04- RT2IGODI d gt I � .�17.d y s«ae.• ( ARM ° sc BY I DATE I APPR m�__ KEY PLAN ay. CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE wE3/21/08 RENTON RECONSTRUCTION „� DATUM Plo ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ATk pproved For constructio DRAINAGE DETAILS SD21 wr «c Ixc" h Robert M. Hanson P.E. Date SHEET4 °°"' 90 183