Drawing_C-100_Attachment_5_Amendment_No__0003_0003.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 drawing package is for a federal construction project to improve capacity on the FKC Middle Reach Canal in California. The project scope involves demolishing an existing check structure and siphon, constructing a new gated check structure, control buildings, access roads, and other canal modifications. Key project details include installing a 103-foot wide wasteway gate structure, 60-inch diameter pipes, riprap, a control building with concrete foundations, and excavation/embankment work. Special provisions require protecting existing underground and overhead utilities, salvaging existing radial gates, and implementing measures to avoid impacts to habitat for the Buena Vista Lake shrew during vegetation clearing and fencing installation. The solicitation is issued by the Bureau of Reclamation under opportunity number 140R2020R0009 for the FKC Middle Reach Capacity Correction Project Phase 1.

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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_1_Amendment_0007_0007.pdf PDF
Attachment_9_Amendment_0006_0006.pdf PDF
Attachment_4_Amendment_0006_0006.pdf PDF
Amendment_0006_for_Solicitation_140R2020R0009_0006.pdf PDF
Amendment_0005_for_Solicitation_140R2020R0009_0005.pdf PDF
Attachment_39_Amendment_No_0005_0005.pdf PDF
Attachment_38_Amendment_No__0005_0005.pdf PDF
Attachment_31_Amendment_No__0005_0005.pdf PDF
Attachment_25_Amendment_No__0005_0005.pdf PDF
Attachment_24_Amendment_No__0005_0005.pdf PDF
Attachment_22_Amendment_No__0005_0005.pdf PDF
Attachment_21_Amendment_No__0005_0005.pdf PDF
Attachment_20_Amendment_No__0005_0005.pdf PDF
Attachment_18_Amendment_No__0005_0005.pdf PDF
Attachment_16_Amendment_No__0005_0005.pdf PDF
Attachment_13_Amendment_No__0005_0005.pdf PDF
Attachment_6_Amendment_No_0005_0005.pdf PDF
Attachment_3_Amendment_No_0005_0005.pdf PDF
Sol_140R2020R0009_Amd_0005.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
Attachment_4_Amendment_No_0004_0004.pdf PDF
Attachment_1_Amendment_No_0004_0004.pdf PDF
Sol_140R2020R0009_Amd_0004.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
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
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 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
Attachment 3 - Past Performance Questionnaire.pdf PDF
Solicitation 140R2020R0009.pdf PDF
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G P

S

5536+00

5537+00

5538+00

5539+00

5540+00

5541+00

5542+00

5543+00

5544+00

5536+00

5537+00

5538+00

5539+00

5540+00

5541+00

5542+00

5543+00

5544+00

R

R

243.22'

40.00'

R

R

103.41'

TOL EL 414.21

TOS EL 417.21

TOB EL 413.15

INV EL 387.84

INV EL 389.21

INV EL 389.52

WEIR CREST EL 407.18

INV EL 372.67

INV EL 372.67

INV EL 389.10

INV EL 387.42

TOL EL 413.79

TOS EL 416.79

TOB EL 412.73

EL 379.00

EL 368.00

EL 368.00

EL 377.00

CHECK

STRUCTURE

EL 413.71

EL 413.29

70.00'

TRANSITION

30.00' 196.22'

QUADRUPLE 14'x14' BOX SIPHON

50.00'

TRANSITION

51.00'

Project No.:

Scale:

Revision:

Drawing No.

Title Dsgn. Chkd. YYYY.MM.DDDwn.

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

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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: C-100 DEER CREEK CHECK

STRUCTURE

ORIGINAL SHEET - ANSI D

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Sheet: of 203

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DEER CREEK CHECK

STRUCTURE

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A. XIA R. RUCKERW. WEBER

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SCALE IN FEET

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WASTEWAY GATE STRUCTURE

103.41'

16'

16'

1.5:1 1.5:1

F L O

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2:1

C-402

O&M ROAD

O&M ROAD

SHEET KEYNOTES

A. EXISTING UNDERGROUND COMMUNICATION LINE, SEE ELECTRICAL

DRAWINGS FOR RELOCATION.

B. EXISTING OVERHEAD COMMUNICATION LINE, PROTECT IN PLACE.

C. EXISTING DEER CREEK CHECK STRUCTURE, ABANDON IN PLACE.

D. EXISTING 12'x17.5' RADIAL GATE, TYP OF 4, TO BE SALVAGED. SEE

SPECIFICATION 02 41 19 FOR REQUIREMENTS.

E. FILL EXISTING CANAL AND CHECK STRUCTURE TO LIMITS SHOWN WITH

ACCEPTABLE EMBANKMENT FILL MATERIAL PER SECTION 31 30 00. FILL

ABANDONED SIPHON WITH SAND, SLURRY, OR OTHER APPROVED MATERIALS

PER SPECIFICATION 02 41 19.

F. CONTROL BUILDING EARTH PAD, 32'x25', COMPACTED PER SPECIFICATION 31

30 00.

G. CONTROL BUILDING CONCRETE SLAB FOUNDATION, 13'x13' FOR UPSTREAM

RECORDER HOUSE AND 10'x10' FOR DOWNSTREAM RECORDER HOUSE.

H. EXISTING LARGER BOULDERS ALONG OUTSIDE BANK OF EXISTING CANAL,

REMOVE, STOCKPILE AND REPLACE ALONG EAST BANK OF CONSTRUCTED

CANAL.

I. EXISTING RECORDER HOUSE, ABANDON IN PLACE PER SPECIFICATION

02 41 19.

J. EXISTING POWER POLE, PROTECT IN PLACE.

K. 24-INCH RIP RAP, SEE SPECIFICATION 31 30 00.

L. EXISTING CANAL ROAD GATE, REMOVE AND DISPOSE OF MATERIAL.

M. BUENA VISTA LAKE SHREW HABITAT, REFER TO SPECIFICATION SECTION 01

30 00 FOR REQUIREMENTS RELATED TO HAND CLEARING OF VEGETATION

AND TEMPORARY FENCING IN THIS AREA. APPROXIMATE LIMITS OF

EXCLUSIONARY FENCING SHOWN.

N. REMOVE, STOCKPILE AND REUSE EXISTING RIPRAP.

FG: 416.71

FG: 416.71

10%

10%

G B

G B

G B

G B

FG: 413.71

FG: 413.71

C-508

2:1

℄ 60" Ø PIPE

(TYP OF 3)

FG: 404.00

MATCH EXISTING

FG: 403.82

O&M ROAD

O&M ROAD

G B

G B

G B

G B

10%

10%

FG: 416.29

FG: 416.29

FG: 413.29

FG: 413.29

100.00'

C-904

C-904

100.00'

C-905

O&M ROAD GATE

C-905

O&M ROAD GATE

FG 393.50

C-101

C-103

C-101

C-103

C-101

EXISTING CHAIN LINK FENCE

EXISTING CHAIN LINK FENCE

EXISTING

GUARD RAIL

C-119

C-119

CONNECT TO

EXISTING GUARD

RAIL

OVER EXCAVATION LIMIT

A

B

C

D

E

F

F

G

G

H

J

L

J

I

E

K

S-6

GC-12

M

S T

A

S T

A

FLOW

FLOW

S-10

S-11

N

C-202

N

FG: 413.29

FG: 415.59

FG: 412.73

FG: 412.73

FG: 411.36

FG: 415.01

FG: 408.09

FG: 414.66

FG: 413.71

FG: 413.87

FG: 415.57

FG: 413.15

FG: 415.50

FG: 414.97

FG: 411.98

FG: 408.18

FG: 415.49

FG: 416.01

FG: 413.15

FG: 416.01

FG: 415.50

M

M

Attachment 5 Amendment No. 0003

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CULTIVATED

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FRIANT-KERN CANAL

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DEER CREEK

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RIP-RAP

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GATE

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GATE

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GATE

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RIP-RAP

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RIP-RAP

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PIPE

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PIPE

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CULTIVATED

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888

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