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<br /> Type A—� Curb Dimensions: 18•L x E2•D x 8'H REFERENCE CITY OF EVERETT
<br /> and ta Cutter Weight: 75 lbs STD DWG'S 4128 % 412C
<br /> Standard Plan 30,5A
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<br /> 4" CRUSHED SURFACING TOP COURSE , • f+~(TYPT 41040
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<br /> COMPACTED TO 95%MAX. DENSITY
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<br /> STRUCTURAL FILL UNDER PAVEMENT SHALL #5012' (TYP) #5012" (TYP) /
<br /> AAID PIR,, ,TfBE PLACED IN HORIZONTAL LIFTS NOT TO - Jt"/f
<br /> EXCEED 8 INCHES IN LOOSE THICKNESS AND 4'-10" �' 5'-0" �� 4'-10"
<br /> COMPACTED TO F T LEAST 90 PERCENT OF
<br /> HE MAXIMUM Di, DENSITY AS DETERMINED
<br /> SHUT TIruE
<br /> BY THE ASTM 01157--91 TEST METHOD. 1 "� 4'-10" ---/-"" 5'-0„ DE AILS t VAULT'I
<br /> OSTEPS SHALL BE POLYPROPYLENE PLASTIC STEPS
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<br /> STRUCTURAL FILL FOR THE SUPPORT OF PER CITY OF EVERETT STANDARD DRAWING NO. 606A
<br /> FOUNDATIONS SHOULD BE IMPORTED OR CALL BEFORE YOU DIG
<br /> ONSITE SAND AND GRAVEL MATERIALS
<br /> COMPACTED TO AT LEAST 95 PERCENT OF 1-800-424-5555
<br /> THE MAXIMUM DRYDENSITYAS DETERMINED SECTiON
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<br /> PARKING LOT PAVING DETAIL NTS PRELIMA ?NSTRUCTIONNOT No
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