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HomeMy WebLinkAboutR-432616co N STORMTRAP SUPPLEMENTAL INSTALLATION NOTES SUMP PUMP NOTES M 1. PROVIDE MINIMUM 16 ROUND OR SQUARE x 8 DEEP SUMP WITH ZOELLER MODEL N 1. ALL JOINTS FOR MODULES ARE MADE SOIL -TIGHT WHEN APPLIED WITH JOINT TAPE (7/8" DIAMETER 57 SUMP PUMP WITH SOLID BUOYANT POLYPROPYLENE FLOAT. FOR POWER O O PREFORMED BUTYL JOINT SEALER) AND JOINT WRAP (8" WIDE SELF-ADHESIVE ELASTOMERIC RESIN BONDED REQUIREMENTS, SEE DETAIL 5/C311. WOVEN PUNCTURE RESISTANT POLYMER WRAP. 0 10 20 40 C) 2. PROVIDE ELECTRICAL POWER TO VAULT AND WITHIN 4' MIN TO 6' MAX VERTICAL (y 0 2. WATERPROOFING OF THE STORMTRAP DETENTION SYSTEM VAULT WILL BE ACHIEVED BY WRAPPING BELOW DISTANCE AND 1' MAX HORIZONTAL DISTANCE TO SUMP PUMP PER ALL APPLICABLE SCALE 1 " — 20 U L� THE VAULT SLAB AND AROUND THE PERIMETER OF THE EXTERIOR WALLS, WITH AN IMPERMEABLE LINER. THE CODES. LINER WILL BE A MINIMUM OF 40 MIL THICKNESS WITH 1300 PSI PUNCTURE STRENGTH AND IS NSF61 PLANT AND FISH SAFE CERTIFICATION. 3. CONSTRUCT 4" MIN SCHED 80 PVC DISCHARGE PIPING WITH LOCATE WIRE TO NEAREST CATCH BASIN AS INDICATED ON PLAN. PROVIDE "LINK SEAL" FITTING AT 3. IF ANY WELDED LINER JOINTS ARE REQUIRED TO PERFORM THE INSTALLATION, THEY SHALL BE AIR TESTED AT PIPE PENETRATION. TERMINATE LOCATE WIRE INSIDE OF VAULT, 6" FROM LINK -SEAL. LEGEND THE SEAM PRIOR TO ANY BACKFILL. SEAMS IN THE LINER SHOULD BE SOLVENT WELDED. 4. DISCHARGE PIPING SHALL BE ATTACHED TO THE INTERIOR VAULT WALL WITH 4. THE AIR -TEST WILL IDENTIFY IF ANY GAPS IN THE SEAM WELDS ARE PRESENT. ANY GAPS IN THE SEAM WELLS APPROVED FASTENERS AT 3SPACING. PROPERTY LINE N 79°33'06" E - 46.81' NEED TO BE ADDRESSED AND RE -AIR TESTED. 5. INSTALL A QUICK DISCONNECT COUPLING, CHECK VALVE, AND ISOLATION BALL CONTOUR (INDEX) 5. ANY PIPES ENTERING OR LEAVING THE VAULT NEED TO HAVE PIPE PENETRATION "BOOTS" INSTALLED PER THE VALVE ON DISCHARGE PIPING IMMEDIATELY AFTER SUMP PUMP. SEE DETAIL 8/C311 LINER MANUFACTURER'S RECOMMENDATIONS, TO ENSURE WATERTIGHTNESS OF THE MODULAR VAULT CONTOUR —1— SYSTEM. BOOTS CAN EITHER BE PREFABRICATED BY THE LINER FABRICATOR OR FIELD FABRICATED BY THE 6. PROVIDE NEMA-4X RECEPTACLE AT ELEVATION REQUIRED TO CONNECT PUMP. I� TC 109.86 0) CONTRACTOR. A PIPE CLAMP SHOULD BE USED TO SEAL THE BOOT AROUND THE PIPE. SPOT ELEVATION 109.36 J BC 109.36 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL PERMITS AND RIDGEM 6. AFTER COMPLETION OF THE INSTALLATION OF IMPERMEABLE LINER AND THE MODULAR VAULT SYSTEM, THE APPROVALS FOR SUMP PUMP INSTALLATIONS. GRADE BREAK - — — — — VALLEY-- _ O CONTRACTOR WILL ALSO PERFORM A WATER TIGHTNESS TEST BY PLUGGING THE VAULT OUTFALL PIPE AND ASPHALT PAVEMENT O FILLING THE VAULT WITH WATER TO THE CONTROL STRUCTURE OVERFLOW ELEVATION. A FALLING HEAD TEST WILL THEN BE IMPLEMENTED TO ENSURE THE SYSTEM HAS NO SIGNIFICANT MEASURABLE LEAKS. 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