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concept design san antonio river improvements project

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HISTORICAL MISSION (SOUTHERN) REACH<br />

SECTION - RIVER CHANNEL BOTTOM<br />

NOT TO SCALE<br />

DESIGN COMPONENT PROTOTYPES<br />

The <strong>concept</strong> <strong>design</strong> philosophy for <strong>project</strong><br />

components consists of three major elements:<br />

1. The <strong>design</strong> is to be natural in character.<br />

2. Materials are to be indigenous and “of the place”.<br />

3. Artists are to be included in the <strong>design</strong> process.<br />

This philosophy has been translated into a series of<br />

<strong>design</strong> component prototypes for the major <strong>river</strong><br />

components.<br />

River Channel and Edges<br />

1. River Channel Bottom<br />

2. Channel Slope Stabilization (slopes greater than<br />

3:1)<br />

3. Channel Bend Armoring (at outsides of <strong>river</strong><br />

meanders)<br />

4. Retaining Walls (slopes greater than 3:1)<br />

5. Grade Control Structures<br />

6. Tributary Outfall Structures<br />

56 SAN ANTONIO RIVER DESIGN GUIDELINES<br />

SHALLOW CHANNEL SECTION<br />

2/3 OF CHANNEL WIDTH<br />

12’ MIN<br />

24’ MAX<br />

3’ - 4”<br />

THALWEG<br />

1/3 OF CHANNEL WIDTH<br />

6’ MIN<br />

12’ MAX<br />

3’ - 4’ DEPTH<br />

SECTION - LIVE FASCINES SLOPE STABILIZATION<br />

NOT TO SCALE<br />

EROSION CONTROL<br />

BLANKET (BON TERRA C2<br />

MAT OR EQUAL)<br />

3-4” MOIST SOIL BACKFILL<br />

EXISTING GROUND<br />

FASCINE BUNDLE<br />

DEAD STAKE<br />

LIVE STAKE<br />

APPLY 3” DEPTH OF TOPSOIL TO SLOPE<br />

SURFACE PROR TO SEEDING AND<br />

INSTALLATION OF STABILIZATION MATTING<br />

LIVE BRANCH<br />

SEED AND COVER WITH STABILIZATION<br />

MATTING BETWEEN EACH LAYER<br />

TOP OF WALL SHALL BE 6” ABOVE<br />

BANKFUL ELEVATION<br />

SECTION - LIVE BRANCH LAYERING WITH SLOPE STABILIZATION<br />

NOT TO SCALE<br />

3’ - 0”<br />

LIVE STAKE<br />

DEAD STAKE<br />

3’ - 0”<br />

LIVE FASCINES BUNDLE SLOPE STABILIZATION<br />

NOT TO SCALE<br />

8”<br />

LIVE CUTTING<br />

TWINE<br />

(DEAD MATERIAL ALLOWED<br />

IN 4” DIA. CORE)<br />

LIVE CUTTING<br />

KEY IN STABILIZATION<br />

MATTING MIN. 1’-0”<br />

PLANTING<br />

COMPACTED BACKFILL<br />

TAMP IN 12” LAYERS<br />

UNMORTARED ANGULAR BANK<br />

ROCKS 3’X4’X5’<br />

TOP OF ROCK SET AT<br />

CHANNEL INVERT<br />

PLAN<br />

SECTION

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