Loading...
HomeMy WebLinkAboutD-349705O' ------------------ - -� _- - Madse INSTALL TEMPORARY YP SAS DAM *-J,4E7_R n Creek 0 SS `- FOR _ SEE DETAIL SON c ` Appk N ACCESS Cn n - SCALE 1 -- 20 Feet = . ---- _..___ _._.._ ----- - ✓ R0 - - - -- ----- -- -- ---- - - --- ` M THIS ` ! SDE D = - PROVIDE SECOND pqM IE _0 .. ..\. - - - - -- -- NEEDED TO AND PUMP - -- _ - -- - -__ COLLECT X CONSTRUCTION NOTES -__ SECONDARY _____ FLOW \ �� A _, PIPE INVERT ELEVATIONS TAKEN FROM PRELIMINARY SITE LOG DROPS -` -'- _ `� \ -' PLAN, NEW LIFE CHURCH, WEST SIDE IMPROVEMENTS. 120 2. SEDIMENT LIMITS AND BASIN BOTTOM ELEVATIONS ARE 2H:7y APPROX. THE CITY MAY ADJUST THE SEDIMENT REMOVAL LIMITS ` AND DEPTHS AS NEEDED. YPASS PIPE 2 "CMP IE =121.1 t \. - - -- _ :� — - ` -_ ._776 -'- --� \ 'i �` / REMOVE SEDIMENT TO BASE GRADES SHOWN 3. TEMPORARY BYPASS DAM SHALL BE WATER TIGHT SO BASIN �� _ � i 7,3` _ -, �� OR TO TOP OF RIP RAP ON SIDE SLOPES. CAN BE DRAINED AND SEDIMENT CAN BE DRIED OUT. / HAND DIG IF NEEDED TO IDENTIFY RIP -RAP. \ \ BOTTOM OF BASIN r DO NOT OVEREXCAVATE SIDESLOPES. SMOOTH BUCKET, NO TEETH. 4. FISH RESCUE IN THE SEDIMENT BASIN SHALL OCCUR APEX. EL 113 \ ; USE IMMEDIATELY AFTER THE BYPASS DAM IS INSTALLED. UTILITY EASEMENT C`� �V `V i rl \ SEDIMENT LIMITS APPROXIMATE. Ste Note DOW T�nF I \ \\ SEDIMENT DEPTH APPROX 4 TO 6 FEET. LY ��'' 2 24 "CMP BYPASS PIPE �� - VA�� LOCATION NOT VERIFIES \ 1 O 120 �V / / I oc 3 0 � Fs _ D \ HYDR FED A D STRAW MULCH \p �\ _j STUR D SL E AND ACCESS ROAD 9� _X i J/ \ A ER B IN CL NING 12'x3' CONC. BOX CULVERT OVERFLOW SPILLW Y IE =117.86 NO ACC UTILITY EASEMENT See Note ESS ` P RO rS SIDE O (\V 24 "CMP BY ASS PIPE >\ LOCATION OT VERIFIED ' �� 36" CMP INLET �\ IE = 115.81 X. 9 BYPASS PIPE OUTLET 24' CMP \`� �� �� .._.._.._.._._.._._ ---_ -_-�_ `-`- -_ GRAVE �� p �. IE = 116.12 � _ -,.. _ � O ( � t. �� oveRFCOw —� ANNEf.. (dry) OM `'� SR— 36" CMP OUTLET Jj –_ 16 9 N IE = 114.47 �� IF =116.8 SPILLWAY est ND c) ' , ry `, �, ` 0 UTILITY EASEMENT FROM NEW LIFE CHURCH 8/10/09 SEDIMENT BASIN CLEANING DRAWING AS -BUILT NOTES 1. 2009 — POND BOTTOM WAS WET AND MUCKY. KING CO. RECORDING # 20091007000046 EXCAVATOR STAYED ON PAD OF SEDIMENT AND REMOVED MATERIAL TO APPX. EL 113 BY JUDGING THE DEPTH SHOVEL WENT DOWN. APPROX 1000 CY REMOVED. BOTTOM WAS TOO MUCKY TO WALK ON AND SURVEY AFTER WORK WAS FINISHED. 2. 2010 — POND CLEANED TO APPX EL 113. BOTTOM WET, MUCKY DUE TO WATER GETTING PAST DAM OR GROUNDWATER. ° ..... ............................... �. 349705 2011 Cleaning Qa RECOMMENDED FOR APPROVAL sumkvso: scut: °�1GN DC vc¢ncv: xnw / AS NOTED MORno"r" NpD 19.B''t QL CITY OF °^�' 6/30/11 MADSEN CREEK SEDIMENT BASIN FlEDB00Ki „� RENTON roNnL�° t 711x1( BY Daniel Carey 6/30/10 °- Dc Gx =_.x =" DATUM CLEANING PROJECT BMEOxEDi DC RS nr m« scuF Planning/Building/Public Woks Dept. SEDIMENT BASIN 1 BY NO. REVISION BY DATE APPR ^PPFOVEDR.S it xor °xc wcx scut nccoamxc+ sx[cr: x 2 -345