W912DS-15B-0012-0015-C-104.pdf
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P H I
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12.11E 633871.87N 518688.99CP12
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DNJ-14-08
1.60E 634222.17N 518752.93LP19
OUTFALL #36B
EXISTING
OUTFALL #36B
EXISTING
-5
DISPOSED, SEE
LIMITS SHOWN AND
AS NECESSARY, WITHIN
CHANNEL TO BE REMOVED
DEBRIS IN EXISTING
EXISTING CONCRETE/
OUTFALL EXTENSION #36B.
DISPOSED, SEE
LIMITS SHOWN AND
AS NECESSARY, WITHIN
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DEBRIS IN EXISTING
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OUTFALL EXTENSION #36B.
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17.22E 634656.86N 518682.45CP13
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IDENTIFICATION
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New York District of Engineers
US Army Corps
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VARIES
BERM WIDTH
VARIES
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APPROXIMATE TOE OF SLOPE
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EXISTING OUTFALL #36B
OCEAN AVE AND THE END OF
LIMITS OF WORK BETWEEN
PLACED OR STORED WITHIN THE
OR MATERIALS ARE TO BE DRIVEN,
RESTRICTED AREA: NO EQUIPMENT
ELEVATION 9.3'
LIMIT OF WORK
S L
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LOCATION
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ELEVATION
TO MEET EXISTING 9.3'
EXTEND BERM LANDWARD
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SITE ACCESS LOCATIONS
REFERENCE LINE
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S-309
S-309
NOTES:
K W
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LOCATION OF CAST-IN-PLACE MANHOLE AND CRIBBING SHOWN ON THE PLANS ARE APPROXIMATE. 6.
SEE SHEET S-309 FOR ELEVATIONS, SLOPES, LENGTHS AND OTHER DETAILED INFORMATION FOR THE OUTFALL.5.
SEE SHEET S-501 FOR MANHOLE DETAILS.4.
INDICATED ON PLANS.
BERM SHALL EXTEND LANDWARD OF REFERENCE LINE AND MEET EXISTING 9.3' ELEVATION AT SPECIFIED LOCATIONS3.
FOR BEACH FILL CROSS SECTIONS SEE SHEETS C-302.2.
DWG. G-101.
FOR GENERAL NOTES SEE SHEET G-002. FOR REFERENCE LINE, CONTROL POINT AND LAYOUT POINT COORDINATES SEE1.
STA 526+00 TO STA 552+00
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