Attach_1_Anticipated_Arrangement_&_Temporary_Pile_Plan.pdf
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- Attached to
- Scorpion Pier Replacement Federal contract opportunity
- Solicitation number
- 140P2019R0011
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Attach 1 - Anticipated Arrangement & Temporary Pile Plan
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Text version
DRAFT
0 40
Feet
LEGEND:
Permanent Pile
Temporary Construction Pile
(12 ea, 18" dia, 3/4" thick)
Publish Date: 2018/09/27 5:06 PM | User: rrazonable
Filepath: H:\AutoCAD Project Files\_Projects\1422-FFA NPS_ PWR-SF SEA MABO\Scorpion Pier-Planning\1422-RP-001 Temporary Pile Plan.dwg AQ-B-Land
Privileged and Confidential | Attorney Work Product | Prepared at Request of Counsel
Figure 1
Temporary Construction Piles
P r o p o s e d
P i e r
Pier Approach Roadway
Existing Road
O c e a n
R n g e r
I s l a d
P c k e r s
Elev: +17.40' MLLW
Pier Elev: +14.10' MLLW
Elev: +7.85' MLLW
12'
SOURCE: Topo survey from B Carr Surveys dated 10-13-2016 and bathy survey recieved from Ashton dated 12-21-2010.
HORIZONTAL DATUM: NAD83, California State Plane, Zone V, U.S. Feet.
VERTICAL DATUM: Mean Lower Low Water (MLLW).
Scorpion Pier Replacement
Fiberglass Fender Piles
Crushed Aggregate
Base Finished Surface
Steel Sheet Piles
Rock Revetment Slope
Protection
Timber Decking
Gangway Platform
Lift Platform
I s l a n d
P a c k e r s
O c e
R n g e r
Truck and Crane
Relocated Aluminum
Gangway From
Existing Pier
18"∅ Pile In Casing (typ)
Pier Support Pile (Typ)
AutoCAD SHX Text -15.0
AutoCAD SHX Text -10.0
AutoCAD SHX Text -5.0
AutoCAD SHX Text 0.0
AutoCAD SHX Text -14.0
AutoCAD SHX Text -13.0
AutoCAD SHX Text -12.0
AutoCAD SHX Text -11.0
AutoCAD SHX Text -9.0
AutoCAD SHX Text -8.0
AutoCAD SHX Text -7.0
AutoCAD SHX Text -6.0
AutoCAD SHX Text -4.0
AutoCAD SHX Text -3.0
AutoCAD SHX Text -2.0
AutoCAD SHX Text -1.0
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