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<br />lI- 1�-, �} I I I �
<br />LEGEND:
<br />NEW 18" OR 24" STEEL PILE, SIZE AS NOTED.
<br />EXISTING
<br />OCTAGONAL
<br />CONCRETE HOLLOW PILE,
<br />SEE PLAN ABOVE. SEE S6.1.
<br />SIZE AS
<br />NOTED.
<br />NEW 24" STEEL CRANE BEAM PILE. SEE S6,1,
<br />EXISTING
<br />OCTAGONAL
<br />CONCRETE SOLID PILE,
<br />SIZE AS
<br />NOTED.
<br />NEW 12" STEEL FENDER PILE. SEE S21 ,1 .
<br />EXISTING
<br />STEEL PILE,
<br />SIZE AS NOTED,
<br />�l
<br />PILES REQUIRING PDA AND CAPWAP ANALYSIS.
<br />=}
<br />EXISTING
<br />12" 0 WOOD
<br />OR STEEL FENDI®R PILE.
<br />l` ✓
<br />LOCATIONS MAY BE ADJUSTED BY THE
<br />ENGINEER BASED ON THE CONTRACTOR'S
<br />,:'
<br />EXISTING
<br />OCTAGONAL
<br />BATTER PILE.
<br />SELECTED DRIVING SEQUENCE.
<br />A
<br />112/8/17
<br />SAC
<br />ISSUED FOR BID AND PERMIT.
<br />NO,
<br />DATE I
<br />BY
<br />REVISION
<br />; f t
<br />E f
<br />0
<br />N
<br />,.'%% 24 ?- -T .,99 99 .,_...-24:99:...._.....,;+ `9 2 99 99 yp `,- 9)
<br />1 8 118 I _.11 fir_ t 11 S 1 4 118 124 118 124 118 124 118
<br />0
<br />I
<br />24"-I'24" 1'24 124" ►1524" '1"24" 124" 12 4C✓24" 24" 1�24" 1+24" T24" I'24"'` 124" Q0
<br />I
<br />{ J
<br />24 -�—�1 21 124 24 24 124 124 ! 24
<br />PILE LAYOUT
<br />SCALE: 1/16" = 1'-0"
<br />BEFORE PILE DRIVING COMMENCES, A CLEAN
<br />SAND CAP OR OTHER APPROVED FILTER
<br />DEVICE SHALL BE PLACED IN THE NEW PILE
<br />FOOTPRINT AT A DEPTH OF 6". THE SAND
<br />SHALL BE PLACED SUCH THAT THE PILE IS IN
<br />THE CENTER OF THE CAP AREA WHICH SHALL
<br />HAVE A DIAMETER OF THREE (3) PILE
<br />DIAMETERS.
<br />NO. I DATE I BY
<br />REVISION
<br />5' — 0 99
<br />TYP
<br />10'-0" TYP
<br />PROJECT ENGINEER:
<br />A. BERGMAN
<br />DESIGNED BY:
<br />S.STORY
<br />DRAWN BY:
<br />T. LEMONS
<br />APPROVED BY:
<br />W,
<br />SCALE:
<br />AS SHOWN
<br />DATE:
<br />12/08/2017
<br />CHECKED BY:
<br />S. KUEBLER
<br />Ki:r PLAN,
<br />NTS
<br />A
<br />I
<br />CIP NO.
<br />1—8-001 —06
<br />PROJECT
<br />NO, MT- T-2017-1 1
<br />SHEET NO. 64 OF 176
<br />
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