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HomeMy WebLinkAbout20230410 Ver 1_More Info Received_20230630PLAN _ APPROVED EQUAL) SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS WATERPROOF POLYETHYLENE FABRIC ON FACE (MINIMUM 8 MIL THICK) 12' MIN FROM PUMP TOP OF BANK aEa�a� ° PROJECT STREAM FLOW . „_..�,.�, ,. ,_,_,_,_,_,.._�, AREA .i , .ice_:.-'�_'_-�--��ti�-n� �::�_- -• •-�•-•--: •-S-i_i •J- �-': 1- ` - _- - -r-r-- � '�- ^ - / WATERPROOF EX STREAM BOTTOM- POLYETHYLENE FABRIC ON FACE (8 MIL THICK) TEMPORARY STONE DAM SECTION A -A TEMPORARY STREAM CROSSING BYPASS NOT TO SCALE PUMP -AROUND NOTES: 1. IT IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE CULVERT REPLACEMENT CAN BE COMPLETED DURING A TIME OF MINIMAL PRECIPITATION. 2. BYPASS PLAN IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION AND REMOVAL OF ALL EQUIPMENT AND TEMPORARY CONSTRUCTION TO INSURE "DRY" WORKING CONDITIONS. 3. PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR. 4. EROSION STONE TO BE CLASS T' OR "B" RIP -RAP AS SHOWN, UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN. MAINTENANCE NOTES: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES Y INCH OR MORE OF RAIN. 2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY. 3. REMOVE COLLECTED SEDIMENT FROM STONE/RIP-RAP AREAS AS NECESSARY. TOP DRESS WITH 211, WASHED STONE AS NECESSARY. CONSTRUCTION SEQUENCE 1. INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN THE STREAM. 2. INSTALL BYPASS CHANNEL. DIVERT FLOW TO BYPASS CHANNEL. 3. INSTALL UPSTREAM DAM (CLASS "I" RIP -RAP) AND DOWNSTREAM DAM (CLASS "B" RIP -RAP) WITH WATERPROOF POLYETHYLENE FABRIC FACING (MINIMUM 8 MIL THICK). 4. INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAM USING THE FILTER BAG. 5. INSTALL THE CULVERTS AND HEADWALLS. 6. BACKFILL CULVERT. 7. INSTALL PERMANENT EROSION CONTROL DEVICES AND STABILIZE AREAS AS INDICATED ON EROSION CONTROL PLAN. 8. CONCURRENTLY WITH STEP 7 REMOVE PUMPS, SEDIMENT BAGS, AND TEMPORARY COFFERDAMS. (REMOVE POLYETHYLENE, REMOVE AND STOCKPILE RIP -RAP, TO THE LEVEL OF THE STREAM BOTTOM, FOR USE IN CONSTRUCTING RIP -RAP DISSIPATOR. 9. CONSTRUCT ROADWAY IMPROVEMENTS. G Z O J J < J �a Z W W J D U v a a 0 WR Job N.. 02201372 DATE 06/28/2023 DRN: WR DGN: WR CKD: WR 7