Attachment_19_Amendment_No__0005_0005.pdf

PDF 3 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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Written by GovTribe AI ·

This document is an amendment to plans for the FKC Middle Reach Capacity Correction Project Phase 1. The amendment provides additional details for road and canal work including a culvert installation, road widening and paving, shoulder transitions, and grading details. It specifies dimensions, materials, and work associated with Road 208 including relocating an overhead power line, removing and replacing asphalt, and installing gravel base and seal coat. The project aims to increase capacity in the Friant-Kern Canal's middle reach through these infrastructure improvements. The federal sponsor is the Bureau of Reclamation within the Department of the Interior.

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Attachment_1_Amendment_0007_0007.pdf PDF
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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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5599+00 5600+00 5601+00 5602+00 5603+00

FG: 415.71

FG: 415.88

FG: 413.96

FG: 413.79

FG: 413.79

FG: 413.96

FG: 415.88

FG: 415.71

FG: 415.18

FG: 401.95

FG: 400.97

FG: 403.54

FG: 402.14

FG: 400.54

FG: 402.14

FG: 402.32

FG: 400.45

FG: 401.95

FG: 403.54

FG: 400.92

FG: 401.86

FG: 400.36

FG: 401.86

FG: 403.31

FG: 403.31

FG: 402.23

FG: 400.73

FG: 402.23

FG: 402.38

FG: 415.79

FG: 415.62

FG: 415.09

FG: 413.88

FG: 413.71

FG: 413.88

FG: 413.71

FG: 415.62

FG: 415.79

FG: 415.09

INV: 399.87

INV: 399.98

B

B-318

5599+00 5600+00 5601+00 5602+00 5603+00

5.00' 59.27'20.95'

36.96'

PAVED

TOS EL 416.38

58.71' 21.51' 5.00'

TOL EL 413.38

INV EL 387.01

INV EL 382.20

INV EL 374.91

TOS EL 416.38

50.00'

TRANSITION

209.90'

TRIPLE 19' x 19' SIPHON BOX

50.00'

TRANSITION

INV EL 374.91

INV EL 382.11

INV EL 386.92

TOS EL 416.29

TOL EL 413.29

TOS EL 416.29

S T

A

S T

A

5599+00 5600+00 5601+00 5602+00 5603+00

FG: 415.71

FG: 415.88

FG: 413.96

FG: 413.79

FG: 413.79

FG: 413.96

FG: 415.88

FG: 415.71

FG: 415.18

FG: 401.95

FG: 400.97

FG: 403.54

FG: 402.14

FG: 400.54

FG: 402.14

FG: 402.32

FG: 400.45

FG: 401.95

FG: 403.54

FG: 400.92

FG: 401.86

FG: 400.36

FG: 401.86

FG: 403.31

FG: 403.31

FG: 402.23

FG: 400.73

FG: 402.23

FG: 402.38

FG: 415.79

FG: 415.62

FG: 415.09

FG: 413.88

FG: 413.71

FG: 413.88

FG: 413.71

FG: 415.62

FG: 415.79

FG: 415.09

INV: 399.87

INV: 399.98

B

B-318

5599+00 5600+00 5601+00 5602+00 5603+00

2+62

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

. D O

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Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. 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_C-206

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Sheet: of 203

C-206

SIPHON 7 PLAN -

ROAD 208

H: 1" = 20' V: 1" = 20'

A. XIA R. RUCKERB. WEBER

0 20 40

SCALE IN FEET

PROFILE

CANAL INVERT

EXISTING GRADE

TOP OF CANAL LINING

R

O

A

D

TOP OF LINING

CONSTRUCTION

CENTERLINE

MATCH EXISTING GROUND

MATCH EXISTING GROUND

MATCH EXISTING GROUND

END AGG BASE INSTALLATION

AT END OF RADIUS, MATCH

EXISTING PAVING

S

A

GC-8

S = 3.5%

S = 3.5%

S = 3.5%

S = 3.5%

S = 3.5%

S = 3.5%

R

T

Y

P

A

5.00' 5.00'

C-905

C-905

C-905

B

C-130

A G

G

B A

S E

P

A

V

E

D

PP#908439E

GC-12

S-901

S-901

C

S = 3.5% S = 3.5%

O & M

RO

AD

O & M

RO

AD

O & M ROAD

O & M ROAD

F

U

T

U

R

E

W

E

X

I

S

T

I

N

G

W

15" SD (RC01)

C-101

C-101

A. EXISTING OVERHEAD SCE ELECTRICAL TO REMAIN.

B. EXISTING SCE POWER POLE IN CONFLICT WITH

CONSTRUCTION TO BE RELOCATED BY OTHERS PRIOR TO

CONSTRUCTION.

C. INSTALL 15-INCH CULVERT WITH GALVANIZED STEEL END

SECTION TO MATCH DIAMETER BY CONTECH ENGINEERED

SOLUTIONS, ALL METAL SUPPLY, OR EQUAL, TYP OF 2.

D. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING

PAVING TO LIMITS SHOWN AND REPLACE PER DETAIL C-130.

E. 32 '+/- TAPER ROADWAY PAVEMENT TO MATCH EXISTING

PAVEMENT WIDTH ON BRIDGE, NO SHARP TRANSITIONS OR

NOTCH AT THE EAST END OF THE EXISTING BRIDGE IS

ALLOWED.

F. CONTRACTOR SHALL FURNISH AND INSTALL 4" GRAVEL BASE

WITH SEAL COAT ON TURNAROUND AREA PER SPECIFICATION

SECTION 31 30 00.

SHEET KEYNOTES

C-215

C-33

ROAD 208 SIPHON

LIMITS OF WORK

EX ROAD 208 BRIDGE

S

S

STA 2+62.35

OFFSET 13.2'

STA 1+32.35

OFFSET 16.0'

STA 1+40.72

OFFSET 12.8'

STA 0+90.72

OFFSET 16.0'

26.59'

EXISTING WIDTH

ROAD 208 EAST PAVING PLAN

D

STA -1+50.80

END PAVEMENT REPLACEMENT

15" SD (RC01)C

S H

O U

L D

A

N S

I T

I O

N

S H

O U

L D

A

N S

I T

I O

N

E

C-905

C-905

R

O & M ROAD

FOR CONTINUATION SEE DWG C-33

F

S = 1.5:1

S = 1.5:1

R

AD

DE

ND

UM

CR

M C

.05 .26

AM

EN

DM

EN

T #

RR

M C

.06 .17

Attachment 19 Amendment No. 0005

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CULTIVATED

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ASPH

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GATE

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CULTIVATED

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CULTIVATED

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ASPH

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GATE

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CULTIVATED

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ROAD 208

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888

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