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5/8' DIA EPDXY ANCHOR <br />6" EMBEDMENT (TYP) <br />�l (E)BLDG WAIL <br />GAS DRYER <br />��N <br />107, 3 <br />(E)EQUIP PAD <br />COMPRESSOR <br />C I <br />FRONT <br />6'-8" 1 I- 5' 8 <br />6' -8" <br />CNG COMPRESSOR AREA PLAN <br />SCALE: 318"=1'-0" <br />UA DAO Ai, 4" n" L %AI ,r 8t BOTTOM) <br />TYPICAL CONCRETE PAD SECTION <br />SCALE: 314" = 1'-0" <br />Iv <br />112- CHAMFER (TYP.) <br />3" MIN <br />T-2" <br />1A <br />DIA EPDXY ANCHOR 2 <br />6" EMBEDMENT (TYP) C1 <br />EPDXY ANCHOR BOLT I, I, <br />(DIA PEI <br />DOUBLE NUT OR <br />A - BOLT DETAIL <br />N.T.S. <br />GENERAL NOTES: <br />1.0 GENERAL <br />1.1 THE CONSTRUCTION SHALL CONFORM TO THE 2006 CALIFORNIA BUILDING CODE (CBC) <br />AND LOCAL REGULATORY AGENCIES' REQUIREMENTS. <br />1.2 THE CONTRACTOR SHALL VERIFY ALL PERTINENT DIMENSIONS PRIOR TO BEGINNING <br />CONSTRUCTION. <br />O <br />1.3 CHANGES FROM THE CONTRACT DRAWINGS SHALL BE MADE ONLY WITH THE <br />v <br />APPROVAL OF THE ENGINEER AND SAN JOAQUIN COUNTY. <br />LU <br />aw <br />1.4 CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING <br />Z <br />o <br />UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY <br />f <br />w <br />UNDERGROUND UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE <br />ih <br />LL <br />REPAIRED AT THE CONTRACTORS EXPENSE. <br />1.5 EQUIPMENT DOES NOT REQUIRE GROUTING IN PLACE PER ANCI <br />INTERNATIONAL. <br />2.0 FOUNDATIONS <br />2.1 THE FOUNDATIONS SHALL BE OF A SPREAD FOOTING TYPE. <br />2.2 SOIL DESIGN BEARING PRESSURE 1,000 psf MAX. <br />a 3.0 MATERIALS <br />F <br />zo <br />j a 3.1 CONCRETE: <br />w X HARDROCK, WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH EQUAL TO 2,500 psi. USE <br />w DENSE GRADED, 3/4" MAX. AGGREGATE, MAXIMUM SLUMP 4". <br />wa <br />r ty61 <br />4 X y <br />rvecNon ° IN 'h2n i. _ <br />U... `9 n)g'br ^9 Shop id <br />All 1,'.;;.` a -ion may iaipoecT Tie rite os <br />3.2 REINFORCING STEEL: <br />ASTMA615, GRADE 60 <br />3.3 THREADED RODS: <br />ASTM A307, ASTM A36 OR AISI 1040 COLD DRAWN. <br />3.4 ANCHOR BOLTS: <br />HILTI KWIK BOLT III, CARBON STEEL <br />4.0 CONCRETE CONSTRUCTION: <br />4.1 BENDS AND HOOK REBAR SHALL CONFORM TO UBC AND ACI REQUIREMENTS <br />REGARDING BEND RADIUS AND EXTENSION. <br />4.2 PROVIDE MINIMUM CONCRETE COVER OF REINFORCEMENT 3" TO EARTH, 2" TO SKY. <br />5.0 SPECIAL INSPECTIONS: <br />5.1 NONE REQUIRED. <br />THE USE OF THESE DRAWINGS AND <br />SPECIFICATIONS SHALL BE RESTRICTED TO <br />THE ORIGINAL USE FOR WHICH THEY WERE <br />PREPARED. REUSE, REPRODUCTION, OR <br />PUBLICATION, IN WHOLE OR IN PART, IS <br />'ROHIBITED WITHOUT THE WRITTEN CONSENT <br />OF T. MITCHELL ENGINEERS. <br />COUNTY OF SAN JOAQUIN <br />Submitted 2008 <br />THOMAS RYAN FLINN <br />DIRECTOR OF PUBLIC WORKS <br />2 MINOR REVISION TM 03/08 <br />1 REVISED COMPRESSOR AREA TM 07107 <br />0 PRELIMINARY FOR CLIENT REVIEW TM <br />REV. DESCRIPTION BY DATE <br />SAN JOAQUIN COUNTY - PUBLIC WORKS <br />STOCKTON, CA <br />T. WTICHELL ENGINEERS <br />OAKLAND CALIFORNIA <br />SCALE AS NOTED IFOR <br />CNG SYSTEM UPGRADE <br />10/18/06 DOWNTOWN GARAGE <br />T. MITCHELL <br />COMPRESSOR PAD <br />0521 I_.._..._. C-1 <br />