Attachment__11_Drawing_35_SB-101_Structural_Plan,_Elevations_and_Details_rev.01_Dated_13_Feb_17..pdf

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Attachment #11 FA4418-17-R-0003

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150,000 GALLON CAPACITY WATER TANK

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PILES. SEE FOUNDATION PLAN

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RING WALL

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14"X14" PRE-STRESSED CONCRETE PILE (TYP)

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CENTERLINE OF INTERIOR PILE RING

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CENTERLINE OF EXTERIOR PILE RING

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14"X14" PRE-STRESSED CONCRETE PILE

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(2) #5 CONTINUOUS. LAP SPLICE @ 24"

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FINISHED GRADE

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SCALE: 1/2" = 1'-0"

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TANK RING FOUNDATION PLAN

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NOT TO SCALE

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FOUNDATION SECTION

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SB101

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SCALE: 1/2" = 1'-0"

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TANK ELEVATION

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AutoCAD SHX Text TANK INSTALLATION STRUCTURAL NOTES 1. BOTTOM OF MAT FOUNDATION SHALL BE PLACED ON COMPACTED SOILS WITH A MINIMUM BOTTOM OF MAT FOUNDATION SHALL BE PLACED ON COMPACTED SOILS WITH A MINIMUM BEARING CAPACITY OF 2,000 PSF. 2. ALL CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS. ALL CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATIONS FOR A-615 GRADE 60. ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATIONS FOR A-615 GRADE 60. 4. FOUNDATION DESIGN SHALL BE BASED ON THE ALLOWABLE SOIL BEARING PRESSURE PER THE FOUNDATION DESIGN SHALL BE BASED ON THE ALLOWABLE SOIL BEARING PRESSURE PER THE GEOTECHNICAL ENGINEER'S REPORT PREPARED BY ECS DATED 1-30-12 AND LETTER DATED 2-20-2012. 5. ALL BACKFILL SHALL BE COMPACTED TO 98% STANDARD PROCTOR. ALL BACKFILL SHALL BE COMPACTED TO 98% STANDARD PROCTOR. 6. BACKFILL VOLUME SHALL BE KEPT TO A MINIMUM. BACKFILL VOLUME SHALL BE KEPT TO A MINIMUM. 7. FOUNDATION CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 301. FOUNDATION CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 301. 8. AREA AROUND TANK SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM TANK. AREA AROUND TANK SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM TANK. 9. TOP OF FOUNDATION SHALL BE GRADED AT A SLOPE OF 1" PER 10' TOWARDS THE OUTER TOP OF FOUNDATION SHALL BE GRADED AT A SLOPE OF 1" PER 10' TOWARDS THE OUTER TANK WALL TO PROVIDE POSITIVE WATER FLOW INSIDE THE TANK TO THE SUCTION LINES. 10. LADDERS, CONNECTION, MANWAYS, SAFETY APPURTENANCES, ETC. NOT SHOWN. TANK LADDERS, CONNECTION, MANWAYS, SAFETY APPURTENANCES, ETC. NOT SHOWN. TANK MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR ALL REQUIRED ITEMS. ALL SAFETY ITEMS SHALL MEET OSHA REQUIREMENTS TO INCLUDE LADDERS, FALL PROTECTION CABLES AND ANTI-CLIMB DEVICES. 11. PILES ARE SPACED AS SHOWN SO AS TO LIMIT THE LOAD CARRIED BY EACH PILE. PILES ARE SPACED AS SHOWN SO AS TO LIMIT THE LOAD CARRIED BY EACH PILE. 15. SEVERAL OVER LENGTH PILES SHOULD BE DRIVEN PRIOR TO THE START OF PRODUCTION PILE SEVERAL OVER LENGTH PILES SHOULD BE DRIVEN PRIOR TO THE START OF PRODUCTION PILE DRIVING TO ESTABLISH THE DRIVING CRITERIA, PILE LENGTHS TO BE ORDERED AND TO DETERMINE IF AUGER "PILOT" HOLES ARE JUSTIFIED. FOR BIDDING PURPOSES THE CONTRACTOR SHOULD ASSUME THAT PILOT HOLES ARE REQUIRED. PRODUCTION PILES SHOULD NOT BE ORDERED UNTIL THE PILE LENGTHS CAN BE VERIFIED. TWO TEST PILES ARE RECOMMENDED FOR EACH WATER TANK. A PILE SHOULD BE DRIVEN AT BOTH ENDS OF EACH TANK. 16. PILES ARE TO BE DRIVEN TO AN ESTIMATED DEPTH OF 45 FEET OR AS DETERMINED BY TEST PILES ARE TO BE DRIVEN TO AN ESTIMATED DEPTH OF 45 FEET OR AS DETERMINED BY TEST PILES. PILES TO PROVIDE ALLOWABLE AXIAL COMPRESSION CAPACITY OF 60 TONS, ALLOWABLE AXIAL TENSION CAPACITY OF 30 TONS, AND ULTIMATE LATERAL SHEAR CAPACITY OF 12 TONS. 17. PILE DRIVING HAMMER SHALL HAVE A MINIMUM ENERGY OF 22,000 FOOT/POUNDS. PILE DRIVING HAMMER SHALL HAVE A MINIMUM ENERGY OF 22,000 FOOT/POUNDS. 18. DRIVING CRITERIA AND BEARING ELEVATIONS SHOULD BE ESTABLISHED DURING PILE DRIVING CRITERIA AND BEARING ELEVATIONS SHOULD BE ESTABLISHED DURING PILE INSTALLATION AND PDA TESTING. 19. THE OVER LENGTH PILES COULD BE DRIVEN IN PRODUCTION PILE LOCATIONS. ALL PILE THE OVER LENGTH PILES COULD BE DRIVEN IN PRODUCTION PILE LOCATIONS. ALL PILE INSTALLATION OPERATIONS AND PDS TESTING SHOULD BE MONITORED BY A SENIOR SOIL TECHNICIAN WORKING UNDER THE SUPERVISION OF A LICENSED ENGINEER. 20. FILL BETWEEN TANK BOTTOM AND SLAB AND TANK CONNECTION TO SLAB TO BE IN FILL BETWEEN TANK BOTTOM AND SLAB AND TANK CONNECTION TO SLAB TO BE IN ACCORDANCE WITH AWWA D100-11. 21. PENETRATIONS THROUGH THE RING WALL ARE PERMITTED SO LONG AS REBAR IS NOT CUT. PENETRATIONS THROUGH THE RING WALL ARE PERMITTED SO LONG AS REBAR IS NOT CUT. 22. PROVIDE A 2"x4" KEY AND CONTINUOUS PVC WATERSTOP AT THE JOINT WHERE THE RING PROVIDE A 2"x4" KEY AND CONTINUOUS PVC WATERSTOP AT THE JOINT WHERE THE RING WALL AND MAT MEET.

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6302 FAIRVIEW ROAD #600 CHARLOTTE, NC 28210 E-MAIL: ZAPATA@ZAPATAINC.COM

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PHONE: (704) 358-8240 FAX: (704) 358-8342 WEB SITE: WWW.ZAPATAINC.COM

AutoCAD SHX Text NOTE 1. ALL #6 REBAR TO HAVE A CLASS B TENSION LAP SPLICE OF 48". DO NOT SPLICE BARS ALL #6 REBAR TO HAVE A CLASS B TENSION LAP SPLICE OF 48". DO NOT SPLICE BARS DIRECTLY OVER A PILE.

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