Attachment_15_Amendment_No__0005_0005.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

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This document contains construction drawings and specifications for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1. The project involves upgrades to the Deer Creek Check Structure including filling in the existing canal and check structure, constructing a new gated control structure, installing three 60-inch diameter pipes, constructing a control building with earth and concrete foundations, upgrading access roads, and installing riprap. The Bureau of Reclamation is soliciting proposals under solicitation number 140R2020R0009 for construction services on the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1 near Lindsay, California. The solicitation seeks to improve capacity and operational flexibility on the Friant-Kern Canal to benefit water users in Fresno, Tulare and Kern counties.

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Other files attached to FKC Middle Reach Capacity Correction Project Phase, newest first.
File Type Posted
Attachment_8_Amendment__0006_0006.pdf PDF
Attachment_3_Amendment_0006_0006.pdf PDF
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_9_Amendment_No_0005_0005.pdf PDF
Attachment_12_Amendment_No__0005_0005.pdf PDF
Attachment_1_Amendment_No_0005_0005.pdf PDF
Attachment_B_1_Amendment_No_0005_0005.xlsx XLSX spreadsheet
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
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
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_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
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
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 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

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. D O

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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

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Sheet: of 203

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DEER CREEK CHECK

STRUCTURE

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SCALE IN FEET

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103.41'

16'

16'

1.5:1 1.5:1

F L O

W 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 15 Amendment No. 0005

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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

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AutoCAD SHX Text C66888

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