Drawing_C-206_Attachment_8_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 the FKC Middle Reach Capacity Correction Project Phase 1. It includes plans for road and canal improvements including a triple 19' x 19' siphon box culvert, road widening and paving, grading, and utility relocations. The project is solicited under solicitation number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation. Services required include construction and installation of the siphon box culvert, roadwork, grading, and coordination for utility relocations. The contractor shall be responsible for verifying all dimensions and reporting any errors or omissions to the engineering firm without delay.

View the file

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_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
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_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
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 3 - Past Performance Questionnaire.pdf PDF
Solicitation 140R2020R0009.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
Show all 50

FKC Middle Reach Capacity Correction Project Phase has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

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

ORIGINAL SHEET - ANSI D

c:

\p w w or kd ir\ d0

\f kc _c

-2

.0 5.

:1 8:

A

M

Te l:

w w w .st an te c.

co m

St an te c

C S tre et

S ui te

Sa cr am en to , C

A

6.

4.

A

B

C

D

1 2 3 4 5

FR

IA

NT

-K

ER

N C

AN

AL

M

ID

DL

E

RE

AC

H

C

AP

AC

ITY

C

O

RR

EC

TIO

N

PR

O

JE

C T

PH

AS

E

Li nd sa y, C

A

YY

YY

.M

M .D

D Re vis io n By

Ap pd

Permit/Seal

Permit/Seal

YY

YY

.M M

.D D

Ac ce pt ed

: S co tt W ol fe rt

2021.02.05

184031016

.1 2.

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

1 A

DD

EN

DU

M

CR

M C

.05 .26

Attachment 8 Amendment No. 0003

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CULTIVATED

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CULTIVATED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CULTIVATED

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CULTIVATED

AutoCAD SHX Text

AutoCAD SHX Text

ROAD 208

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888

Sheets and Views
Plan

File details come from the government source that posted it. Updated .