QnA 7 10 2020 Salt Gulch.pdf

PDF 10 MB Posted Jul 10, 2020

Attached to: CA FS 1038(1), Salt Gulch Bridge Federal contract opportunity
Solicitation number: 6982AF20B000006
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation is seeking bids for a bridge abutment repair and culvert replacement project located in Siskiyou County, California. Major work elements include 76 linear feet of drilled shaft construction, a temporary bridge support structure, 80 cubic yards of structural concrete, and replacement of 1,000 linear feet of corrugated metal pipe culverts ranging in size from 36 to 96 inches. The engineer's estimate for the total project cost is between $1-2 million. Construction is anticipated to occur between August 2020 and late October/early November 2020, with award of the contract expected in mid-late July 2020. The soliciting agency is the Federal Highway Administration within the Department of Transportation.

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Other files for this federal contract opportunity

Other files attached to CA FS 1038(1), Salt Gulch Bridge, newest first.
File	Type	Posted
Bid Tabs - Salt Gulch Bridge.pdf	PDF	Jul 30, 2020
Bid Opening Summary - Salt Gulch Bridge.pdf	PDF	Jul 14, 2020
QnA 7 8 2020 Salt Gulch Bridge.pdf	PDF	Jul 8, 2020
Amendment-A002-Original Bridge Plans.pdf	PDF	Jul 8, 2020
Amendment A001-Wage Decision .pdf	PDF	Jul 8, 2020
07.08.2020 Interested Vendors List - Salt Gulch.pdf	PDF	Jul 8, 2020
QnA 6 25 2020 Salt Gulch.pdf	PDF	Jun 26, 2020
Plans Final-CA FS 1038(1) .pdf	PDF	Jun 11, 2020
FP14.pdf	PDF	Jun 11, 2020
Signed Plan Cover sheet .pdf	PDF	Jun 11, 2020
CA.FTFS.46N50.Salt Gulch Bridge.FINAL 4-20-2020_signatures.pdf	PDF	Jun 11, 2020
CA FS 1038(1) Salt Gulch - Final Hydraulics Memo - 04.16.2020.pdf	PDF	Jun 11, 2020
IFB - CA FS 1038(1) SALT GULCH BRIDGE.pdf	PDF	Jun 11, 2020

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Questions and Answers during Advertisement for CA FS 1038(1), Salt Gulch Bridge

July 10, 2020

Questions Answers 1 See 7/8/20 QnA questions related to water drafting/access. Additional information and constraints related to water drafting:

See map provided (next page) showing locations of water drafting sites (red dots)

Drafting sites and methods will follow NOAA Fisheries 2001 direction including screen size and the amount of flow withdrawal guidelines when drafting from anadromous fish bearing stream reaches.

Pumping rate will not exceed 350 gallons per minute or 10% of morning flow.

Pumping will be terminated when the water tank is full.

Water drafting would be from existing drafting sites and would be identified by the Forest Service.

Water trucks and pumping equipment will be in a well maintained condition, free of fluid leaks and having hoses in good operating condition.

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Creek

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Buck Mtn

Buckhorn

Cr ee k

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Sto ne s

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Turk Lake

Scott River R.D.

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Sc ho olh o u s e Cr ee k

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Wilderness Dr

40S26

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47 N70Y A

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44N30Y

44N

44N 60Y

44N41

44N02X

45N77

45N05Y

45N71

7J001

7J002

8J0 0245N

4 246N74Y

45N60

44N54Y

46N47

46N14

46N

46N53

46N

46N36 46N18

46N60

46N85Y

40S

46N

46N 28Y

Mc Ad am Cr eek Ro ad

40S20

A 40S26

40S29

20 A 41S05

B 41S02

40S19 41S15

A 48N16

48N25

48N

48N25

47N52

48N27

48N04

47N70Y 47 N42 A

47N67X D B 47N44

48N

47N

47N 23Y

47N27

47N

47N69 47N79Y

47N90

47N

A B

46N41Y

46N77

45N85

45N19

15N02

15N53

18N01

45N47

6E002

8G0

6G001

47N67

48N

46N60

45N

45N 39Y

46N45

45N89

45N60

44N90Y

44N17

46N

46N51

44N47

44N18

46N

46N61

45N39

7 J02

45N88

45N97

45N4046N 75Y

45N

45N 42Y

44N

44N46

45N

45N75

46N 80X

47N58 47N54

46N37

46N

46N 67 46N21

46N 14Y

46N

46N37

46N54

47N

46N33Y

B 46N40

46N90

46N

46N82

Valley

Road

West Moffett Creek Road

40S31

40S

40S19 40S13

41S

40S14 41S10 A

48N

48N13

48N

A48N14 D 41S0641S

40S

48N12

47N01B

B 47N44

47N05Y C

47N22Y

47N

48N04

47N66 47 N 26

47N

47N24 47N

47N 33Y

40S

47N18B 47N40

A47N82 47N29

47N5 7

47N 63Y

46N

46N70

46N

46N76

45N 86X

15N

15N06

16N16

45N 90Y

8G004

8J01

8J0

7H01

6G002

6G003A

46N

16N28

Road Closed

44N24

¡¢96

¥§5

¡¢263

¡¢3

¡¢96

¥§5

ST7J 002

ST7J 001

ST8J 002

ST7J 001

ST8J 001

ST8 J 0 1

ST8J 004

ST8G001

ST8G004

ST8 F 003 ST8 F 001 ST8J 001

ST0 J 0 1

ST0 J 002

ST0 J 001

ST1 1 5 1

ST7 F 0 1

ST8D002

ST8D001

ST8D006

ST7 F 0 1

9:;11

9:;12

9:;20

Willamette Mount Diablo

Meridian Meridian

Hu mb old t

Mo un t D iab lo

Me rid ian Me rid ian

9 7

5 42

9 7

4 46

2 13

35 3332

3635 333231313432

8 9

1 44 356

1 26

5 5

13 16

11 11

33 35

27 26

20 23

21 22

10 10

28 26

34 33

16 15

32 36

35 36

25 25 28

10 10

36 31

25 27

27 28

33 35

31 32 33 3534

20 21

31 32

34 32

31 33

15 13

181314

17 14

16 15

31353432 33 36

18 17

15 13

18 16

15 1716

17 1413

171813

77 7

6800 520

Legend QQ Watersources

! Gate ¬¬ª Barrier

7 Mountain Peak !8 Campground !> Administrative Site

!A" Lookout Tower !4 Picnic Site

!Ô" Trailhead

Wilderness_Boundary

Ranger District Boundary Private Land within the Forest Boundary

Trail

OPER MAINT LEVEL

KNF Classified Road, ML 1 KNF Classified Road, ML 2 KNF Classified Road, ML 3, 4, 5 Decommissioned FS Road State or US Highway/County Road/Interstate

! ! ! ! ! ! ! ! Unauthorized route Unauthorized route, Decommissioned

""" """ """ """ """ """ Adjacent Forest Road Private/Other Road

0 1 2 3 40.5 Miles

Contour Interval 80-Ft.

Road Maintenance Levels with Gates, Barriers and Watersources Oak Knoll Ranger District Klamath National Forest

1:63,360

1 inch = 1 miles

T N

R 8 E R 12 W R 11 W R 10 W

R 2 W R 1 W R 1 E R 2 E

R 9 W R 8 W R 7 W R 6 W

T S

T N

R 6 WR 7 WR 8 WR 9 WR 10 WR 11 WR 12 WR 8 E

Date: 2/24/2016

Produced by GIS of Klamath National Forest GIS File path is T:\FS\Reference\GeoTool\r05_knf\MXD\OperMainLevel_GatesBarrierWatersourceMaps\Base51_63k_OperMainLevel_GatesBarrierWatersource2016.mxd

02-23-2016 at 11:14:54

File details come from the government source that posted it. Updated Jul 11, 2020.