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GENERAL CONSTRUCTM NOTES
<br />t FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY
<br />GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK & VEATCH)
<br />CONTRACTOR: (CONSTRUCTION)
<br />OWNER. ELECTRIFY AMIC
<br />1 ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.
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<br />6® UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
<br />APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
<br />ON THE DRAWINGS.
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<br />27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE
<br />REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
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<br />34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
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<br />5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION.
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<br />1® CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE
<br />N-1, (F'M=1,500 PSI). MEDIUM WEIGHT. (115 PCF)
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<br />6® GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING
<br />TO ASTM C476.
<br />4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS, ALL CELLS IN RETAINING
<br />WALLS, AND ALL BELOW GRADE SHALL BE SOLID GROUTED.
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<br />6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS
<br />SHALL BE FORMED BY STOPPING THE GROUT POUR 'l-1/2" BELOW TOP OF THE UPPERMOST UNIT.
<br />7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.
<br />9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
<br />10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE®
<br />13. LOW LIFT CONSTRUCT , MAXIMUM GROUT POUR HEIGHT IS 4 FEET.
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<br />15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID W17H GROUT, EXCEPT AS NOTED IN THE
<br />DRAWINGS OR SPECIFICATIONS.
<br />16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH
<br />CELLS CONTAINING REINFORCING STEEL.
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<br />18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST,
<br />LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL.
<br />19l, ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR
<br />TO GROUTING.
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<br />3. REINFORCEMENT SHALL COMPLY WITH THE LATESTEDITION OF ACI 318 FOR MINIMUM
<br />CLEARANCES AND CONCRETE COVER.
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<br />5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90
<br />DEGREES FAHRENHEIT.
<br />6® DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY -MIX CONCRETE AT THE JOB
<br />SITE®
<br />7o WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
<br />8. EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS WHERE
<br />PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B"TENSION LAPS UNLESS
<br />NOTED OTHERWISE.
<br />9. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICA TION SP-66 AND
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 3116®
<br />10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING.
<br />11. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE CONCRETE PAD
<br />ABUTS CONCRETE CURBS, DRIVEWAYS, AND SII IALR STRUCTURES, AND AS SHOWN ON
<br />APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH
<br />PIS ®FABRICATE NON -EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE
<br />SLAB.
<br />ELECTRIFY AMERICA, LLC.
<br />2003 EDMUND HALLEY DRIVE
<br />SU17E 200
<br />RESTON, VIRGINIA 20191
<br />BLACK & VEATCH
<br />6800 W 115th ST, SUITE 2292
<br />OVERLAND PARK, KS 66211
<br />(913) 458-2000
<br />4'489
<br />09/12/2018
<br />IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
<br />THEY ARE ACTING UNDER THE DIRECTION OF A
<br />LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS
<br />DOCUMENT.
<br />SHEET TITLE
<br />GENERAL NOTES I
<br />SHEET NUMBER
<br />G Nm 1
<br />
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