Attachment_2_-_Laydown_Area.pdf

C A

P S

T A

N

Light Pole

Transformer

B u i l d i n g

Bollard

E x i s t i n g

U t i l i t y

M a n i f o l d

E x i s t i n g

C o n c r e e

P d

E l e c t r i c l

U i l i t y

E l i z a b e h

R i v e r

Drydock 8

E q u i p m e n t

L a y d o w n

A r e a

Discharge Pipeline Route

Concrete Block

Concrete Block

Existing 18" Piping

P l a c e

P u m p s

H e r e

Flanged Connection Here to

Allow for Removal of Pipe Section

14'-6"

49°

21'-10"

Norfolk Naval Shipyard

Dry Dock No. 8 Temporary Flooding System

Attachment 2

38'

30'

115'

14'-6"

60'

20'

This hatched area shows the preferred pipeline route to minimize interference with ship overhaul operations

Laydown Area with

Physical

Obstructions

Dimensions of Discharge Pipeline Route

(obstructions removed for clarity)

This is the space available to place pump motor(s) / drive unit(s)

River

This is the optimum location to place the pumps. The pumps must be adjacent to the river and out of the way of ship overhaul operations. Submersible pumps can be placed directly into the river at this location.

This section of pipeline will be temporarily removed while a ship enters the dock.

This is where the pipeline(s) will discharge into the dock

Pier Edge

AutoCAD SHX Text Guard shack

AutoCAD SHX Text Guard shack