Attachment_25_Amendment_No__0004_0004.pdf

PDF 2 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

Written by GovTribe AI ·

This document appears to be an attachment to Amendment No. 0004 for the solicitation numbered 140R2020R0009 from the Department of the Interior Bureau of Reclamation. The solicitation is for the FKC Middle Reach Capacity Correction Project Phase 1. The attachment provides drawings and specifications for excavation work at the Terra Bella Irrigation District borrow site to obtain embankment material for the canal project. It details allowable excavation zones and depths, grading requirements, protection of aquatic resources, and notes regarding subsurface conditions, testing of material, and the contractor's responsibilities. The project involves excavating approximately 2.5 to 4.2 million cubic yards of material from the borrow site to use for canal embankments.

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Other files for this federal contract opportunity

Other files attached to FKC Middle Reach Capacity Correction Project Phase, newest first.
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Attachment_8_Amendment__0006_0006.pdf PDF
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Attachment_44_Amendment_0005_0005.pdf PDF
Attachment_41_Amendment_0005_0005.pdf PDF
Attachment_40_Amendment_No_0005_0005.pdf PDF
Attachment_30_Amendment_No__0005_0005.pdf PDF
Attachment_27_Amendment_No__0005_0005.pdf PDF
Attachment_17_Amendment_No__0005_0005.pdf PDF
Attachment_15_Amendment_No__0005_0005.pdf PDF
Attachment_9_Amendment_No_0005_0005.pdf PDF
Attachment_12_Amendment_No__0005_0005.pdf PDF
Attachment_1_Amendment_No_0005_0005.pdf PDF
Attachment_29_Amendment_No_0004_0004.pdf PDF
Attachment_28_Amendment_No__0004_0004.pdf PDF
Attachment_23_Amendment_No__0004_0004.pdf PDF
Attachment_22_Amendment_No__0004_0004.pdf PDF
Attachment_20_Amendment_No__0004_0004.pdf PDF
Attachment_16_Amendment_No__0004_0004.pdf PDF
Attachment_13_Amendment_No__0004_0004.pdf PDF
Attachment_12_Amendment_No_0004_0004.pdf PDF
Attachment_6_Amendment_No_0004_0004.pdf PDF
Attachment_5_Amendment_No_0004_0004.pdf PDF
Drawing_GC-15_Attachment_20_Amendment_No__0003_0003.pdf PDF
Drawing_G-13_Attachment_17__Amendment_No__0003_0003.pdf PDF
Drawing_C-506_Attachment_15_Amendment_No__0003_0003.pdf PDF
Drawing_C-215_Attachment_12_Amendment_No__0003_0003.pdf PDF
Drawing_C-214_Attachment_11_Amendment_No__0003_0003.pdf PDF
Drawing_C-204_Attachment_7_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
FKC_31_30_00-12_Att_7_Amendment_0002_0002.pdf PDF
FKC_01_14_00-12_Att_6__Amendment_0002_0002.pdf PDF
GC-10-REV-1_Att_5_Amendment_No__0002_0002.pdf PDF
Attachment_No__2_-_FKC_Pre-Proposal_Presentation_Sign_in_Sheet_0002.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 13 - Drawing Part 1 of 5.pdf PDF
Attachment 9 - Experience and Management.pdf PDF
Attachment 4 - Offeror Responsibility Information.pdf PDF
Attachment 2 - Subcontracting Plan.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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TP-1

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TP-8 TP-9

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N 1876414.16

E 6533859.37

N 1876478.52

E 6533886.23

N 1876580.98

E 6533640.69

N 1876636.35

E 6533663.80

N 1876692.59

E 6533529.00

N 1876572.62

E 6533478.94

N 1878044.50

E 6533101.04

ZONE "A" BOUNDARY

N 1876731.04

E 6533099.28

ZONE "A" BOUNDARY

N 1877244.51

E 6533099.97

ZONE "B" BOUNDARY

N 1877241.70

E 6535202.86

ZONE "B" BOUNDARY

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-14

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Sheet: of 203

GC-14

TBID BORROW SITE

1" = 200'

RUCKER RUCKER WEBER

AM

EN

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C

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B

EXISTING GROUND

PROPOSED

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CONSTRUCTION

EXISTING GROUND

EXISTING GROUND

EX FENCE

PROPERTY

LINE

EXISTING GROUND

PROPERTY

LINE

EX FENCE

EX FENCE

14.00'

ACCESS ROAD

A

B

A

A

C

CONSTRUCTION CENTERLINE

A

GC-7

PROPOSED ROW

WESTERN BANK

SCALE: 1" = 20'

A

NORTHERN BANK

SCALE: 1" = 20'

B

EASTERN BANK

SCALE: 1" = 20'

C

SOUTHERN BANK

SCALE: 1" = 20'

D

20.0'

ROAD

D

D

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20.00'

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20.00'

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EXSITING

FRIANT-KERN CANAL

0 200 400

SCALE IN FEET

R O

A

R O

A

FARM ROAD

TOE OF 3:1

FINISHED SLOPE

(TYP)

TOE OF 3:1

FINISHED SLOPE

(TYP)

FINISHED CANAL EMBANKMENT

G

H

0 200 400

SCALE IN FEET

A. EXISTING BARBED WIRE FENCING TO REMAIN.

B. EXISTING COMMUNICATIONS LINE TO REMAIN.

C. EXISTING OVERHEAD ELECTRICAL TO REMAIN.

D. ACCESS RAMP, 10% MAX SLOPE. FINISH WITH 4" CLASS II AGG

BASE AND SEAL COAT PER SECTION 31 30 00.

E. LIMIT OF EXCAVATION SHOWN IS EQUIVALENT TO

APPROXIMATELY 2.5 MILLION CUBIC YARDS OF BORROW

MATERIAL EXCAVATED ACROSS THE ENTIRE SITE.

F. MAXIMUM ALLOWABLE DEPTH OF EXCAVATION. LIMIT OF

EXCAVATION SHOWN IS REQUIRED DEPTH FOR

APPROXIMATELY 4.2 MILLION CUBIC YARDS OF BORROW

MATERIAL EXCAVATED ACROSS THE ENTIRE SITE.

G. AREA IDENTIFIED AS AQUATIC RESOURCE, CONTRACTOR

SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT IN

PLACE. NO PERMANENT OR TEMPORARY EXCAVATION IS

ALLOWED WITHIN LIMITS SHOWN.

H. INSTALL 1,100 LINEAR FEET OF SILT FENCE TO PROTECT

AQUATIC RESOURCE PRIOR TO BORROW EXCAVATION.

SHEET KEYNOTES

1. SURVEY OF THE TBID BORROW SITE WAS CONDUCTED IN 2020. DUE TO SUBSIDENCE IN THE AREA THERE IS

VERTICAL GAP BETWEEN 2020 SURVEY AND 2018 SURVEY.

2. SEE THE GEOTECHNICAL DATA REPORT FOR THE TERRA BELLA IRRIGATION DISTRICT 160 ACRE PARCEL

(FEBRUARY 13, 2020) FOR DATA RELATED TO SUBSURFACE CONDITIONS OF THE BORROW MATERIAL.

3. SEE SPECIFICATION 31 30 00 - EARTHWORK AND 01 14 00 - CONSTRUCTION CONSTRAINTS AND SEQUENCING

FOR ADDITIONAL REQUIREMENTS.

4. TEST PIT DEPTHS RANGED FROM 11.0 TO 12.5 FEET BELOW EXISTING GRADE. IF THE CONTRACTOR INTENDS

TO USE BORROW MATERIAL FROM THIS SITE TO AN EXCAVATION LIMIT DEEPER THAN THE PREVIOUS TEST

PIT DEPTHS, THE CONTRACTOR SHALL PERFORM FIELD INVESTIGATIONS FOR CONFIRMATION OF

ACCEPTABLE MATERIAL TO INTENDED DEPTHS. TEST PIT MATERIAL INVESTIGATION RESULTS SHALL BE

SUBMITTED TO CONTRACTING OFFICERS REPRESENTATIVE FOR APPROVAL AS USE FOR CANAL

EMBANKMENT MATERIAL.

5. THE INTENT OF THIS PLAN IS TO PROVIDE MINIMUM GRADING CRITERIA AND ALLOWABLE LIMITS. PER

SPECIFICATION SECTION 31 30 00 THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED TERRA

BELLA IRRIGATION DISTRICT BORROW AREA GRADING PLAN. AT A MINIMUM, THE GRADING PLAN SHALL

SHOW THE EXTENT AND USE OF THE BORROW AREA PROPOSED FOR THE WORK, INCLUDING FINISHED

GRADES, SLOPING, CONTOURS, DEPTHS, ACCESS RAMPS, AND OTHER GRADING DETAILS, ALONG WITH

EARTHWORK VOLUME CALCULATIONS.

6. EXCAVATION OF TBID BORROW MATERIAL SHALL BE PERFORMED WORKING FROM WEST TO EAST IN THE

FOLLOWING ORDER BY EXCAVATION ZONE: 1) ZONE "A" 2) ZONE "B" 3) ZONE "C". EXCAVATION SHALL OCCUR

AT CONSISTENT DEPTHS AND GRADES. NO LOCALIZED AREAS OF DEPRESSIONS OR PITS WILL BE

ALLOWED.

GENERAL NOTES

M A

X

D E

P T

H

M A

X

D E

P T

H

M A

X

D E

P T

H

M A

X

D E

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ZONE A - WEST

NOTE 6

ZONE C - NORTHEAST

NOTE 6

ZONE B - SOUTHEAST

NOTE 6

Attachment 25 Amendment No. 0004

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FRIANT-KERN CANAL

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GC-14

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