A22_-_PLAN_SET_AMND-2018-02-14-_0003.pdf
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Amendment 0003
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SHEET PILE PLAN
TABLE OF COORDINATES
PI-1
PI-2
PI-3
NORTH (FT) EAST (FT)
639883.30
639943.77
639824.38
1586453.15
1586538.99
1586623.02
NORTH
GENERAL SHEET NOTES
SHADED AREAS REQUIRE USE OF SELECT GRANULAR FILL.1.
SEE SA502
GRANULAR MATERIAL,
LIMIT OF SELECT
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'-0
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B3
SA502
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STEEL SHEET
EA SIDE
x 2-08 5 - 11 x
1 x 1 x 0-10
1- 10
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x 1 x 0-82 1- 3
PILING
STEEL SHEET
- 4 x 1 x 0-8
" BOLT (A 325)4
SIDE
LAKE
SIDE
RETAINED
W/L
SHEET PILE
TOP EL 839.0'
SHEET PILE
PZ27
PZ27
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1" I.D. PIPE SPACER
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SECTION
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ALTERNATING SIDES,
" DIA. BOLTS 2
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EL 855.0'
TOP EL 848.0'
GRADE
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TIP EL 835.5'
(TO REMAIN)
ANCHOR WALL
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CL
10'-0"
10'-0" 5'-0"
EXISTING GRADE
COMPACTION OF SELECT GRANULAR FILL
DEWATER THE AREA WITH SUMP DURING
AND PLACE POROUS BACKFILL, OR FULLY
EITHER DEWATER BELOW ELEVATION 833.0
RETAINING WALL
WITHIN 2'-0" OF TOP OF
ANCHOR WALL AND TO
MATERIAL TO TOP OF
USE SELECT GRANULAR
C1
REACH 1 SECTION
REF: SA501
REACH 2 SECTION
REF: SA501
SA501
SEE DRAWING
SHEET PILE
TIP EL VARIES
SA501
SEE DRAWING
SHEET PILE
TIP EL VARIES
ANCHOR WALL
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AT 6'-0" CTR
GRADE 50
841.0 TO 846.0
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+/- 58'-0" C/C
CL ANCHOR WALL
(TO REMAIN)
AT 6'-0" CTS
REACH 3 SECTION
REF: SA501
2-C15X33.9
GRADE 50
AND TIE ROD
PLAN SECTION SHEETPILE
EL 839.0
EL 837.0
EL VARIES ±840' TO ±842'
TIE RODS AND WALER
833.0 TO 834.5
TIP EL VARIES
SCALE : NO SCALE SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
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SCALE : NO SCALEA2
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SIDE
RETAINED
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| B5BCBD1801_SA101 |
| B5BCBD1801_SA101 |
| B5BCBD1801_SA502 |
| B5BCBD1801_SA502 |
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