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HomeMy WebLinkAboutSWP2703440.50 It d' Cr) CV CL UP 3. G i.� r K 8 i a S� i 9 S g Y co N 0 1n Ck 1 7t H ADAPTOR SK/RT, TRIM TO WITHIN 3" - 50 OF GRATE GEOTEXTILE F� %A-VIOTIL1►1 nVV VITIVLJl 11VY1 S FOR PEAK 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRAD NG ACTMTY, OR UPON PLACEMENT OF A NEW CATCH BAS":N. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALT' FULL (12-- INCHES FROM THE TOP OF THE SEDIMENT TO THE BOTTOM OF THE GRATE.) 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN. DISPOSE OF SEDIMENT IN ACCORDANCE WITH LOCAL, STATE AND FEDERA3 REGULATIONS. DETAIL � CATCH B0.51N INSERT C� NO SCALE CONCEPTUAL PLAN OF BOULDER PLACEMENT NO SCALE J1 nv'17V STAINLESS STEEL BAFFLE, TACK WELD TO EXISTING CULVERT TO HOLO IN PLACE DURING CONCRETE PLACEMENT, SEE DETAIL 4, TH S OWG. CLASS 400D CONCRETE^ # 4x3D"02" RAID 06" SPACING -- DETAIL TEMPORARY SILT FENCE G 1 NO SCALE EX STING STRUCTURAL PLATE CU _.VERT, APPROX 75" H GH x 68" W DE, 2X6 CORRUGATIONS SEE NOTE 2 SAND BLAST AND APPLY EPDXY BONDING AGENT TO CONCRETE CONTACT AREAS 4#4 TYPICAL SECTION A PROPOSED PIPE CROSS SECTION C2 SCALE: 1'=1' TEMPORARY 24" CREEK BYPASS (CONTRACTOR TO DETERMINE ACTUAL LOCATION AND METHOD FOR ATTACHMENT TO CULVERT) PACE AS SHOWN AB SL 0 100% SUBMFTTAL 18/19/081 �e At � � . off awPC" NO. REVISION BY DATE APPR f " re" 1 NOTES- 6- 1 THE INTENTION IS TO CREATE A ROUGH, NOT SMOOTH, CHANNEL RANDOM ROCK PROTRUSIONS NEEDED TO PROMOTE CASCADING WATER. 2 EXISTING CORRUGATED STEEL PLATE CULVERT DIMENSIONS VARY ALONG ITS LENGTH. ORIGINAL DESIGN IS LIKELY A VERTICAL ELLIPSE HAVING NOMINAL DIMENSIONS OF 76-INCH HIGH BY 66-INCH WIDE. ACTUAL MEASUREMENTS SHOW THE HEIGHT AND WIDTH CAN VARY BY INCHES AND POSS BLY MORE IN SOME LOCATIONS. 3. STAINLESS STEEL BAFFLES SHALL BE POSITIONED IN THE TROUGH OF THE CORRUGATIONS. WHERE BAFFLE EXTENDS ABOVE THE CONCRETE PLACED ON FLOOR, GRO VOID SPACE BETWEEN BAFFLE AND CORRUGATION TO OBTAIN A COMPLETE SEAL /a JJ 1 ( L STAINLESS STEEL BAFFLE PL. SEE NOTES 2 AND 3. CONTRACTOR TO CUT WOOD TEMPLATE AT EACH BAFF,_E LOCATION TO CONFIRM PLATE FIT WITH EXISTING P.Pr DETAIL rT� STAINLESS STEEL BAFFLE SCALE: 1'=1' GRADE JAKES 4T 3' O.C. '.KNESS OF BOULDERS. )TE 1 ) AN D G RAVEL JVL.LI{_1\ i ALL wvr'%L.L TYPICAL SECTION rB--� BO:,LDER CASCADE C2 SCALE: 1"=4• tl.RCITY OF RENTON Panning/Building/Public Works Dept. CARR ROAD — PANTHER CREEK EMERGENCY CULVERT REPAIR PROJECT CIVIL SECTIONS AND DETAILS m m> �d 1 r� a ox m O y mmmmmmmm