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HomeMy WebLinkAboutD-344005plt qqt C*? T�. N CL 3 N 0 i ! N S u a v 1; M a n ADAPTOR SKIRT, TRIM TO WITHIN r RETRIEVAL STRAP 3" - 5° OF GRATE OVERFLOW BYPASS FOR PEAK STORM VOLUMES GEOTEXTILE FABRIC SEDIMENT ACCUMULATION NOTES: 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF 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 FEDERAL REGULATIONS. DETAIL CATCH BASIN INSERT C1 NO SCALE CONCEPTUAL PLAN OF BOULDER PLACEMENT NO SCALE I DETAIL 2 TEMPORARY SILT FENCE C1 NO SCALE EXSTING STRUCTURAL STAINLESS STEEL PLATE CU_VERT, APPROX BAFFLE, TACK WELD TO 75" WGH x 68" W DE, EXISTING CULVERT TO 2X6 CORRUGATIONS HOLD IN PLACE DURING SEE NOTE 2 ` 1 CONCRETE PLACEMENT. SEE DETAIL 4, THIS OWG. C CLASS 400D CONCRETE 4#4 3 — 1 1(3 #4x3D "x32" RAD ` 06" SPACING SAND BLAST AND APPLY EPDXY BONDING AGENT TO CONCRETE CONTACT AREAS NO. I REVISION TYPICAL SECTION PROPOSED PIPE CROSS SECTION C2 SCALE: 1 ° =1' TEMPORARY 24" CREEK BYPASS (CONTRACTOR TO DETERMINE ACTUAL LOCATION AND METHOD FOR ATTACHMENT TO CULVERT) AS SHOWN I s B 19 D8 a6.m co unu cuc .,m.a BY DATE APPR �.__ NOTES: 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 EWPSE HAVING NOMINAL DIMENSIONS OF 76 -INCH HIGH BY 66 -INCH WIDE. ACTUAL MEASUREMENTS SHOW THE HEIGHT AND WIDTH CAN VARY BY INCHES AND POSSIBLY 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, GROUT VOID SPACE BETWEEN BAFFLE AND CORRUGATION TO OBTAIN A COMPLETE SEAL STAINLESS STEEL BAFFLE PL. SEE NOTES 2 AND 3. CONTRACTOR TO CUT WOOD TEMPLATE AT EACH BAFFLE LOCATION TO CONFIRM PLATE FIT WITH EXISTING PIPE. DETAIL 4 STAINLESS STEEL BAFFLE - SCALE: 1"=l' TYPICAL SECTION B BOULDER CASCADE C2 SCALE: 1"=4' CARR ROAD - PANTHER CREEK EMERGENCY CULVERT REPAIR PROJECT CIVIL SECTIONS AND DETAILS GRADE TAKES 4T 3' O.C. ;KNESS OF BOULDERS. )TE 1 1 AND GRAVEL 8/19/ goo