Attachment_38_Amendment_No__0005_0005.pdf

PDF 1 MB Posted

Attached to
FKC Middle Reach Capacity Correction Project Phase
Solicitation number
140R2020R0009
Issued by

About this file

This document is an engineering drawing attachment for the FKC Middle Reach Capacity Correction Project Phase 1 solicitation issued by the Department of the Interior Bureau of Reclamation under solicitation number 140R2020R0009. The attachment provides details for cathodic protection systems to be installed on various pipelines as part of the project, including test station locations and spacing, anode types and quantities required based on pipeline diameters and lengths. Pipelines referenced include Tipton Ditch Pipe, Poplar Ditch Pipe, SID S1 Pipe, SID S2 Pipe, DEID 24 E Pipe, DEID 24 W Pipe, KTWD 2 Pipe, DEID 24 E Pump Discharge Pipe, and KTWD 2 Discharge Pipe.

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Text version

Project No.:

Scale:

Revision:

Drawing No.

Title Dsgn. Chkd. YYYY.MM.DDDwn.

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. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

File Name: FKC_GC-13

ORIGINAL SHEET - ANSI D

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Sheet: of 203

GC-13

CATHODIC

PROTECTION DETAILS

C. RIPPLER. RUCKERW. WEBER

AM

EN

DM

EN

T #

RR

M C

.06 .17

NOTE:

REINFORCING WIRE NOT SHOWN FOR CLARITY

1. FILE PIPE TO BARE METAL AND CLEAN

SURFACE.

2. STRIP INSULATION FROM WIRE AND ATTACH

SLEEVE.

3. HOLD MOLD FIRMLY WITH OPENING AWAY FROM

OPERATOR. IGNITE WITH FLINT GUN. REMOVE

SLAG FROM CONNECTION WITH CHIPPING

HAMMER.

4. COVER CONNECTION WITH EPOXY PUTTY OR

EXOTHERMIC WELD CAP OVER ALL EXPOSED

METAL. REPAIR ALL DAMAGE TO COATING AND

LINING IN ACCORDANCE WITH MFG

RECOMMENDATIONS.

TEST LEAD, BOND WIRE,

OR DRAIN CABLE

CEMENT MORTAR COATING

STEEL CYLINDER

EXOTHERMIC WELD

(TYP)

SEE DETAIL

CEMENT GROUT

EPOXY PUTTY

CHIP MORTAR AS

REQUIRED FOR

WELDING

COVER

MARKED WITH "ANODE"

CONCRETE TRAFFIC

VALVE BOX

FINAL GRADE

20" x 20" x 6"

CONCRETE COLLAR

TEST TERMINAL

BOARD

EPOXY PUTTY OR

EXOTHEMIC WELD

CAP

WIRE

PIPE/STRUCTURE

WIRE

DISC

WELD METAL

GRAPHITE MOLD

WIRE

SLEEVE

PIPE

#4 REBAR HOOP (TYP)

FLUSH-MOUNTED TRAFFIC BOX

TEST STATION DETAIL

SCALE: NTS

TEST LEAD/DRAIN CABLE CONNECTION DETAIL

CEMENT MORTAR COATED AND LINED STEEL PIPE

SCALE: NTS

EXOTHERMIC WELD DETAIL

SCALE: NTS

NOTES:

BOTTOM OF PIPE

TOP OF ANODE

FLUSH-MOUNTED

TEST STATION

SEE DETAILS

GRADE

EXOTHERMIC WELD

(TYP)

SEE DETAILS

ANODE (TYP)

40D3 HI POTENTIAL

MAGNESIUM

AMOUNT PER TABLE

ANODE PLACEMENT

SECTION

SCALE: NTS

AWG #10 HMWPE (BLACK)

LENGTH AS REQUIRED

AWG #10 HMWPE

(WHITE)

ANODE LOCATIONS

PIPELINE

DRAWING

REFERENCE

PIPELINE

DIAMETER

NUMBER OF

PIPELINES

TEST

STATIONS PER

PIPELINE

ANODES PER

TEST STATION

TOTAL

NUMBER OF

ANODES

TIPTON DITCH PIPE C-502 60''

2 2 4 16

POPLAR DITCH PIPE C-503 36''

1 2 3 6

SID S1 PIPE C-401 42''

2 1 2 4

SID S2 PIPE C-402 42''

2 1 2 4

DEID 24 E PIPE C-411 42''

1 2 4 8

DEID 24 W PIPE C-411 48''

2 2 6 24

KTWD 2 PIPE C-411 42''

1 2 5 10

DEID 24 E PUMP

DISCHARGE

C-412-2 42''

1 2 4 8

KTWD 2 DISCHARGE

PIPE

C-411-2 36''

1 2 3 6

TEST TERMINAL

BOARD DETAIL

SCALE: NTS

ANODE CABLE FOR

PIPELINE #10 BLACK

JUMPER CABLE #10 WHITE

PIPE LEAD #10 WHITE

CEMENT MORTAR

COATING

STEEL CYLINDER

5'-0"

(TYP)

DETAIL 5 NOTES

1. FOR INSTANCES WHERE MULTIPLE PIPELINES ARE INSTALLED

PARALLEL TO EACH OTHER THE ANODES SHALL BE INSTALLED AT

A MINIMUM 15' SPACING ON THE SIDE OF PIPE AWAY FROM THE

PARALLEL PIPELINES WHERE NO ANODE IS INSTALLED BETWEEN

THE PARALLEL PIPELINES.

Attachment 38 Amendment No. 0005

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888

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ANODE

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GC-13

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