cn-2010-00158_0002-1.tif A
I I
1
1
79' -2°i
NEW MOORING CORP OF ENGINEERS
/— EXISTING MOORING NEW MOORING DOLPHIN q• A° p R DOLPHIN ALLOWABLE ENCROACHMENT
DOLPHIN Y- 4 °t(TYP) - PZCl
1 S5' (TYP) (34145'-0' ES
SHEET PILES
I -
1 r' WATER LINE DEMO
(APPROXIMATE) EXISTING MOORING
(2)Ux1 - 1.5 ,
(11 45' -0 PZC13 _L__J (8)46-W PZC13 2
2 SHEET PILES (TYP) SHEET PILES (TYP) v
_._
2 11.5 \
) _ —__ ___ _____ _ —___ —
—__ _ —__ _ __ —_ ___—
_ _ _ �Ql �Q1 I
(2> Psis
GENERAL NOTES
(TY 6
/ NOR - 11E L I T 1,111) '
TOF HANK v
( P APPRO i
\ yQ1
\— ` FIE D LOCATE 3
EXISTING INC p' ( )
3 WINCH �e
ro (2i P)z11.5 SHEET PILES P) 1 TIE ROD
SHEET PILESI3 '....,.
(2) CBZ11.5
(12 5' -0° 78' -5'
SHEET PIL PZC13 ES{TYP) REFERENCE DRAWINGS
1. D013747SRWS0000101-OVERALL SITELAYOUT PLAN
4 2 C)x11.5 ` 2- AC PAD SECTIONS SHEET PILING, TIEBACK& Q
3. D013747-SRWS0QW`I 04- SHEET PILING &TIEBACK
21-1 (TYP) TYPICAL DETAILS
1 t
so0om soB0o1 s000m i
03 03
tslM) (sma)
PLAN
SCALE: 1°=194'
5
5
i
I
I
s
s
�R
7 GETIIMANN CONSTRUCTION 7
CONSOLIDATED BLENDERS
OFFLOAD FACILITY
BLAIR, NEBRASKA
ZACHRY
MISSOURI RIVER CRANE ACCESS $
g SHEETPIUNG
°- oAVlo F •m '. AND TIEBACK
HOI 0AH ARRANGEM I
MbtE£ Ui 'o R � t4nFP v \waft
P
DOI3747- SRWS00001 02 0
a (: D E F G e errwa+ +mama rrrs --rr ca, cm+. w�aw \n\r;ay..',ott�•ra.r,:urx.�as,
i