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FDUNDATIUN NOTES <br /> 1. TOPS OF THE CONCRETE FOUNDATION <br /> SHALL BE WITHIN 0.02" PER FOOT OF <br /> THE PROPOSED ELEVATION. <br /> 2. DISTANCES MEASURED BETWEEN <br /> OPPOSITE CORNERS SHALL DIFFER NO <br /> MORE THAN 1/4". ON CONC <br /> GRARE ETE SLAB <br /> 3. THE CONTRACTOR SHALL FIELD VERIFY FINISH GRADE 1 CHAMFER TYP. <br /> ALL DIMENSIONS AND EXISTING <br /> CONDITIONS PRIOR TO CONSTRUCTION. n m <br /> NOTIFY MOTOROLA'S REPRESENTATIVE OF . <br /> ANY DISCREPANCY IMMEDIATELY. y / -__ __ <br /> --- 4 d _ <br /> 4. ALL SUBTERRANEAN STRUCTURES, ��j�\\�\\�j�\1�� <br /> UTILITIES, PIPING, ETC. IN THE AREA OF <br /> AND <br /> MAR ED ABYTTHE S CON RAC ORTO BEA TED PRIOR TO \/?�\'�`N\ \\/\�\\i\\�\\/\ / 1/' /6 x6'xlOGA./WW/F\ <br /> EARTH REMOVAL WORK, PIN FLAGS OR /\/\//\\/\\/✓\���/\tC\/ \\/\\/\\//\\��\\�\\��\���\\����\\/�// <br /> PAINT ARE ACCEPTABLE METHODS. <br /> CONTRACTOR TO MAINTAIN MARKERS 8° DEEP <br /> UNTIL ALL EXCAVATION ACTIVITIES HAVE COMPACTED <br /> CEASED. COORDINATE WITH MOTOROLA. GRANULAR MATERIAL <br /> 5. ALL CONCRETE SHALL HAVE A MINIMUM <br /> 28 DAY COMPRESSIVE STRENGTH OF <br /> 3,000 P.S.I. W/ AN AIR CONTENT OF 37 41�EQUIPMENT CABINET ANCHOR SLAB <br /> TO 6%, AND SLUMP G 4 INCHES. <br /> NOT TO SCALE <br /> 6. ALL REINFORCEMENT BARS SHALL <br /> CONFORM TO ASTM-A615-81D, GRADE <br /> 60. <br /> 7. ALL REINFORCEMENT BARS SHALL BE <br /> FABRICATED IN ACCORDANCE WITH THE - <br /> 1986 CRSI MANUAL OF STANDARD <br /> PRACTICE AND SHALL BE CLEAN AND <br /> FREE OF GREASE AND SCALING RUST. <br /> WELDING OF REBAR IS NOT PERMITTED. <br /> 8. ALL CONCRETE WORK SHALL CONFORM <br /> TO: ACI 318-99, STANDARD BUILDING _ <br /> CODE FOR REINFORCED CONCRETE AND --- _ - - -- <br /> - - - - - ACL 301, -SPECIFICATION FOR --- - - <br /> STRUCTURAL CONCRETE FOR BUILDINGS. <br /> 9. ALL SECTIONS, DETAILS AND NOTES <br /> SHOWN ON THE DRAWINGS ARE INTENDED <br /> TO BE TYPICAL AND SHALL APPLY TO <br /> SIMILAR SITUATIONS ELSEWHERE UNLESS <br /> OTHERWISE SHOWN. <br /> 10, SLABS SHALL RECEIVE A BRUSH FINISH. <br /> 11. PROVIDE PROPER DRAINAGE AWAY FROM <br /> FOUNDATION AT GRADE. <br /> i n f i n i DETAILS <br /> e n g I n e e r I n g� C6 <br /> &e Sr iv ng VVV ' <br /> n'ayµeO MNX° MOTOROLA MASHPEE <br /> :XN„GD <br /> If <br /> NM°N,G/,°DGBf 154 INDUSTRIAL DRIVE U I-E n MOLAR.UARE <br /> of G MO urc E DIREC, <br /> e Kew,X . PyTamidl�Trtsi�sk vers,d i.0 REV <br /> 0 02/27/12 ISSUm FOR ZONING MOB ROB CJW "'GA n 54 IND E, MA 02849 UNLESS MEY•flE M1WC UNDER 1HE OIPECn0.V <br /> N0. M1E REVISIONS w CXx wR' 127-403 0 OE LICENSED PROEESSpN1l ENGINEER,i0 ALTER <br /> 1N15 DOCUMENT. <br />