Attachment_25_Amendment_No__0005_0005.pdf

PDF 1 MB Posted

Attached to
FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
Solicitation number
140R2020R0009
Issued by
Department of the Interior Bureau of Reclamation

About this file

This document includes plans and drawings for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves improvements to the Friant-Kern Canal including removing portions of existing concrete lining, installing an 18-inch buried pipeline and appurtenances, constructing access roads, and installing drainage improvements. The work will be performed along the canal in Tulare County, California under Solicitation Number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation. Drawings depict the project layout, profiles, details and specifications.

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Other files for this federal contract opportunity

Other files attached to FKC Middle Reach Capacity Correction Project Phase, newest first.
File Type Posted
Attachment_8_Amendment_0008_0008.pdf PDF
Sol_140R2020R0009_Amd_0008.pdf PDF
Amendment_0007_for_Solicitation_140R2020R0009_0007.pdf PDF
Sol_140R2020R0009_Amd_0007.pdf PDF
Attachment_7_Amendment_0006_0006.pdf PDF
Sol_140R2020R0009_Amd_0006.pdf PDF
Attachment_B_1_Amendment_No_0005_0005.xlsx XLSX spreadsheet
Attachment_42_Amendment_0005_0005.pdf PDF
Attachment_37_Amendment_No__0005_0005.pdf PDF
Attachment_35_Amendment_No__0005_0005.pdf PDF
Attachment_33_Amendment_No__0005_0005.pdf PDF
Attachment_32_Amendment_No__0005_0005.pdf PDF
Attachment_26_Amendment_No__0005_0005.pdf PDF
Attachment_10_Amendment_No_0005_0005.pdf PDF
Attachment_4_Amendment_No_0005_0005.pdf PDF
Attachment_2_Amendment_No_0005_0005.pdf PDF
Attachment_25_Amendment_No__0004_0004.pdf PDF
Attachment_21_Amendment_No__0004_0004.pdf PDF
Attachment_19_Amendment_No__0004_0004.pdf PDF
Attachment_15_Amendment_No__0004_0004.pdf PDF
Attachment_7_Amendment_No_0004_0004.pdf PDF
Attachment_14_Amendment_No__0004_0004.pdf PDF
Attachment_26_Amendment_No__0004_0004.pdf PDF
Attachment_18_Amendment_No__0004_0004.pdf PDF
Attachment_17_Amendment_No__0004_0004.pdf PDF
Attachment_11_Amendment_No_0004_0004.pdf PDF
Attachment_9_Amendment_No_0004_0004.pdf PDF
Drawing_GC-17_Attachment_21_Amendment_No__0003_0003.pdf PDF
Drawing_G-03_Attachment_18_Amendment_No__0003_0003.pdf PDF
Drawing_C-703_Attachment_16_Amendment_No__0003_0003.pdf PDF
Drawing_C-304_Attachment_14_Amendment_No__0003_0003.pdf PDF
Drawing_C-203_Attachment_6_Amendment_No__0003_0003.pdf PDF
Amendment_No__0003_for_Solicitation_140R2020R0009_0003.pdf PDF
Attachment_1_Amendment_No_0003_0003.pdf PDF
Drawing_C-302_Attachment_13_Amendment_No__0003_0003.pdf PDF
Drawing_C-208_Attachment_10_Amendment_No__0003_0003.pdf PDF
Drawing_C-207_Attachment_9_Amendment_No__0003_0003.pdf PDF
Drawing_C-206_Attachment_8_Amendment_No__0003_0003.pdf PDF
Sol_140R2020R0009_Amd_0003.pdf PDF
GC-09-REV-1_Att_4_Amendment_No__0002_0002.pdf PDF
Attachment_No__1_-_FKC_Pre-Proposal_Presentation_Slides_0002.pdf PDF
Solicitation No.140R2020R0009 Amendment No 0001_0001.pdf PDF
Sol_140R2020R0009_Amd_0001.pdf PDF
Attachment 3 - Past Performance Questionnaire.pdf PDF
Solicitation 140R2020R0009.pdf PDF
Attachment 1 - General Decision Number CA CA2021000.pdf PDF
Attachment B.1 Schedule of Prices.xlsx XLSX spreadsheet
Attachment 13 - Drawing Part 5 of 5.pdf PDF
Attachment 10 Electronic Proposal Submission.pdf PDF
Attachment 6 - RAC 15-13 Invoicing Documents.pdf PDF
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Text version

B-419

0+00 1+00

2+00 3+00

4+00 4+50

24.00' 38.05' 20.00'

80.00'

ROW

STA 4+30.64

18"x18"x18" TEE

N 1851691.24

E 6518815.23

STA 4+32.35

18" BFV

N 1851691.24

E 6518813.52

STA 4+37.81

BUTT STRAP JOINT

N 1851690.48

E 6518808.06

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0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+50

STA 0+12.00

INV EL 385.50

500 CFS HGL

EL 403.10

MAX Q HGL

EL 405.75

STA 0+54.51

INV EL 387.50

START 12" RW

TOL 410.87

TOS 413.87

TOB 413.87

STA 2+96.60

22.50° BEND (VERT)

CL EL 386.85

STA 3+20.55

22.50° BEND (VERT)

CL EL 376.93

STA 3+57.44

22.50° BEND (VERT)

CL EL 376.93

STA 3+84.76

22.50° BEND (VERT)

CL EL 388.25

STA 4+30.64

18"x18"x18" TEE

CL EL 388.25

STA 4+32.35

18" BFV

CL EL 388.25

STA 4+37.81

BUTT STRAP JOINT

CL EL 388.25

CONTRACTOR TO

VERIFY ELEVATION

ROAD 192

80.00' ROW

STA 1+99.99

EL 387.03

STA 2+19.99

EL 386.85

STA 1+20.00

EL 388.25

STA 1+40.00

EL 388.08

C-407

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SHEET KEYNOTES

PLAN

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PROFILE

18" RW (CS08)

18" RW (CS08)

A

C-101

3.5%

4" THICK

AGG BASE

0 20 40

SCALE IN FEET

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FINISHED GRADE

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EX COMMS LINE

EXISTING

GRADE

18" BLIND FLANGE

18" BFV

5' SPOOL

C-708

EXISTING CANAL

CONCRETE LINING TO

BE REMOVED

C-708

Attachment 25 Amendment No. 0005

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PIPE

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Sheets and Views
C-407

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