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concept design san antonio river improvements project

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SECTION - CHANNEL BEND ARMORING<br />

NOT TO SCALE<br />

1/3 2/3<br />

LENGTH VARIES<br />

2’ -4’<br />

SECTION - LIVE STAKE SLOPE STABILIZATION<br />

NOT TO SCALE<br />

90 0<br />

TOP OF WALL<br />

SHALL BE 5-6’ HT.<br />

18”<br />

LIVE CUTTING<br />

1/2 TO 1-1/2 INCHES<br />

IN DIAMETER<br />

PROPOSED GRADE<br />

BASAL END CUT AT<br />

AN ANGLE FOR EASY<br />

INSERTION INTO SOIL<br />

FINISHED GRADE<br />

AS SHOWN ON<br />

GRADING PLAN<br />

COMPACTED BACKFILL<br />

TAMP IN 12” LAYERS<br />

UNMORTARED BANK<br />

BOULDERS<br />

_’ MIN. DIA.<br />

TOP OF ROCK SET<br />

AT CHANNEL INVERT<br />

ROCK TERRACING<br />

CANOE AND KAYAK FLUE<br />

ELEVATION - GRADE CONTROL STRUCTURE<br />

NOT TO SCALE<br />

AXONOMETRIC SKETCH - GRADE CONTROL STRUCTURE<br />

NOT TO SCALE<br />

BANK FULL CHANNEL<br />

5’ - 0” MIN<br />

CANOE<br />

KAYAK<br />

GRADE CONTROL STRUCTURE AND<br />

WATER CRAFT FLUE<br />

STRUCTURE EXTENDS INTO SIDE SLOPE<br />

NATIVE LIMESTONE BOULDERS<br />

6” MINIMUM DRAFT REQUIRED<br />

SAN ANTONIO RIVER DESIGN GUIDELINES 57

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