Attach_1_Anticipated_Arrangement_&_Temporary_Pile_Plan.pdf

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Attached to
Scorpion Pier Replacement
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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AQ-B-Land
PLOT

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