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Exhibit E -Bridge Exhibit
NOVEMBER20,2014 TBPE FIRM 12580 T/HEADWALL ELEV. 454.50 100 YR ELEV. 447.80± ARCH CULVERT OVER DENTON CREEK TYPICAL ELEVATION 4% LOW STRUCTURE ELEV. 448.00 T/FOOTING ELEV. 433.17 ELEV. 451.75 ELEV. VARIES 425.6 TO 427.3± ELEV. 433.00± APPROXIMATE EXISTING GRADE 112" THICK STONE FACING (TYP.) T/FOOTING ELEV. 436.67 T/FOOTING ELEV. 440.17 4% BLACKBERRY FARM, PHASE 2 DENTON CREEK PROPOSED GRADE T/FOOTING ELEV. 433.17 ELEV. 451.75 T/FOOTING ELEV. 436.67 T/FOOTING ELEV. 440.17 0 6'12'24' T/SIDEWALK T/TEMP. SHEETING ELEV. 435.00± (TYP.) ORDINARY HIGH WATER MARK 433.7±STA 8+50.29STA 9+24.608+00 9+00 9+50 430 435 440 445 450 455 430 435 440 445 450 455 7+50 10+00 COMPACTED FILL COMPACTED FILL GABION PROTECTIONGABION PROTECTION 0.9 CY PER LF0.9 CY PER LF ORDINARY HIGH WATER MARK OUTSIDE LIMITS OF EXISTING ORDINARY HIGH WATER MARK OUTSIDE LIMITS OF EXISTING ORDINARY HIGH WATER MARK APPROXIMATE EXISTING GRADE CONCRETE SPREAD FOOTINGCONCRETE SPREAD FOOTING CONCRETE ARCH CULVERT 8+50 PERMANENT SHEETINGPERMANENT SHEETING T/TEMP. SHEETING ELEV. 435.00± (TYP.) ORDINARY HIGH WATER MARK 433.7± ORDINARY HIGH WATER MARK 100 YR ELEV. 447.80± LOW STRUCTURE ELEV. 448.00 430 440 445 450 455 GABION WALL 1 4 1 4 GABION WALL EXISTING GROUND PROPOSED SLOPE EXISTING GROUND PROPOSED SLOPE 430 435 440 445 450 455