A2 Attachment 2 STABILIZATION MATOC_SAMPLE PROJECT_SITE PLAN_SHEET-Plot-000.pdf
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- Nashville District Bank Stabilization MATOC
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N 24°57'51" E 399.97'
N 37°57'51" E 300.01'
N 13°37'5 2" E 400.05'
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LEGEND
These standard symbols will be found in the drawing.
BASELINE MONUMENT
GAS METER
GUY WIRE
POWER POLE
SEWER CLEAN OUT
TELEPHONE BOX
TREE
WATER METER
WATER VALVE
FENCE
UNDERGROUND TELEPHONE
SCALE 1" = 60'
120'30'0 60'
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NOTES:
WORK LIMITS
OF CONTRACTOR
LANDWARD EXTENT
7. SEED DISTURBED SOIL ABOVE ARMORING WITH TURF GRASSES
SLOPES STEEPER THAN 2H:1V.
6. DO NOT DESIGN RIPRAP THICKNESS LESS THAN 2'. DO NOT DESIGN SURFACE
5. CONSTRUCT END PROTECTION AT UPSTREAM AND DOWNSTREAM LIMITS.
TO REMAIN IN PLACE AND OPENINGS ARE NOT TO BE BLOCKED.
CULVERT(S) AND STORMWATER OUTFALL EXTENSIONS. EXISTING UTILITIES ARE
4. SHOW DETAILS FOR SPECIFIC PARAMETERS FOR ARMORING IN VICINITY OF BOX
ONSITE STAGING/LAYDOWN AREA. REMOVAL OF EXISTING RIPRAP IS NOT REQUIRED.
3. ASSUME WORK IS TO BE COMPLETED BY BARGE AND WILL NOT NECESSITATE AN
370' TO ELEVATION 380' INSTEAD OF ARMORING.
16+50 REPAIR SHOULD INCLUDE BIOENGINEERED FILL FROM ELEVATION
THE FULL EXTENT OF THE BANK SECTION. BETWEEN STATIONS 11+00 AND
2. BETWEEN STATIONS 1+50 AND 11+00 REPAIR SHOULD CONSIST OF ARMORING
BE EXTENDED BELOW ELEVATION 350'.
330' AND 320') INSTEAD OF KEYING IN. GEOTEXTILES, IF APPLICABLE, NEED NOT
BOTTOM OF BANK (OR BEDROCK OUTCROPS) (TYPICALLY BETWEEN ELEVATION
350' AND KEY IN. WHERE BANK IS OVER-STEEPENED, EXTEND ARMORING TO
TOP OF ARMORING SHOULD BE ELEVATION 380'. EXTEND ARMORING TO ELEVATION
1. ARMOR EXISTING BANK BETWEEN FULL EXTENT OF STATIONS 1+50 TO 16+50.
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