1) MODIFICATIONS TO EXISTING CURB AND GUTTER SHALL EXTEND TO THE NEAREST JOINT. 2) GRADE SURROUNDING SURFACE TO BE FLUSH WITH PROPOSED SIDEWALK. 3) CONDUIT TO MAINTAIN A 24-INCH MINIMUM DEPTH BELOW GROUND SURFACE. NOTES: 1) FOUNDATIONS SHALL BEAR ON COMPETENT, UNDISTURBED SOIL OR 95% COMPACTED FILL. IF SIGNS OF ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE, OR OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND, CONSTRUCTION OF THE FOUNDATION MUST BE STOPPED AND CONTRACTOR SHALL SEEK DIRECTION FROM THE PROJECT ENGINEER. 2) NO FOUNDATIONS SHALL BE PLACED INTO OR ADJACENT TO SUBGRADE CONTAINING WATER, ICE FROST, ORGANIC, OR LOOSE MATERIAL. 3) WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN FOUNDATION EXCAVATIONS. 4) ALLOWABLE SOIL PRESSURE: A) VERTICAL BEARING - 2,000 PSF B) LATERAL BEARING - 100 PSF/FT NOTES 1) SHELTER CONCRETE PAD SHALL SLOPE TO DRAIN BUT NOT TO EXCEED 2.00% CROSS SLOPE IN ANY DIRECTION. 2) SUB-BASE SHALL INCLUDE 6-INCHES ABC STONE OVER 6 MIL. POLY SUPPORTING 4-INCHES CONCRETE W/ 6X6X10/10 WWM. 3) CONCRETE SHALL HAVE A COMPRESSIVE STRENTH OF 3000 PSI AT 28 DAYS. 4) SURFACE SHALL BE ROUGH NON-SKID TYPE
