4. Drawings.pdf

PDF 19 MB Posted

Attached to
127EAW22R0042 - Caldor Fire Phase II Storm Proofing
Solicitation number
127EAW22R0042
Issued by

About this file

This solicitation is for a construction project to conduct storm proofing on the Caldor Fire Phase II project within the El Dorado National Forest. The project value is between $500,000 and $1,000,000 and has been set aside for total small business. Interested parties must submit all questions to the contracting officer by June 14, 2022 using the attached RFI form. A pre-proposal site visit will not be held but the project locations are open to the public for inspection. Proposals are due to the Department of Agriculture Forest Service by the dates outlined in Section L. The solicitation provides an opportunity for qualified contractors to support recovery efforts from the Caldor Fire within El Dorado National Forest.

View the file

Other files

File Type Posted
2. Fire Plan.pdf PDF
7. RFI Form.docx DOCX document
1. Statement of Work.pdf PDF
5. Forest Service Supplemental Specifications.pdf PDF
6. Davis-Bacon Act WD # CA20220007.pdf PDF
127EAW22R0042 - Caldor Fire Phase II Storm Proofing.pdf PDF
3. Schedule.docx DOCX document

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Text version

PROJECT LOCATION

SHEET OF

United States Department of Agriculture

Forest Service

01 15

RECOMMENDED BY:

APPROVED:

DESIGN ENGINEER DATE

FOREST SUPERVISOR

DATE

FOREST ENGINEER DATE

DISTRICT RANGER

DATE

(R05) PACIFIC SOUTHWEST REGION

EL DORADO NATIONAL FOREST

EL DORADO COUNTY

CALIFORNIA

CALDOR FIRE PHASE II ROAD STORMPROOFING

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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PLACERVILLE RANGER

DISTRICT

VICINITY MAP

04/2022

A. Sarmiento

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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PLACERVILLE RANGER

DISTRICT

ESTIMATE OF BASE

QUANTITIES /

GENERAL NOTES

4/2022

A. Sarmiento

A. Sarmiento

GENERAL NOTES:

1. REFER TO APPLICABLE SECTIONS OF "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS,

2. MAINTAIN ALL CONSTRUCTION STAKING ON THE PROJECT, UNTIL FINAL INSPECTION AND ACCEPTANCE.

3. ROCK SOURCE SHALL BE FROM A CERTIFIED WEED FREE SOURCE. PROVIDE CONTRACTING OFFICER WRITTEN NOTIFICATION OF PROPOSED MATERIAL

(FP-14)," AND ATTACHED FOREST SERVICE FP-14 SUPPLEMENTAL SPECIFICATIONS (FSSS) FOR CONTRACT SPECIFICATIONS.

SOURCE 30 DAYS PRIOR TO USE, AS REQUIRED IN FSSS 105.02(c).

4. EXISTING WATER DRAFTING SITE IS LOCATED ON MULTIPLE LOCATION. APPROVAL BY FOREST SERVICE PRIOR TO USE.

5. CONSTRUCTION TOLERANCE D FOR ALL RECONSTRUCTION WORK.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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PLACERVILLE RANGER

DISTRICT

ESTIMATE OF BASE

QUANTITIES / GENERAL

NOTES CONTINUED

04/2022

A. Sarmiento

A. Sarmiento

GENERAL NOTES:

1. REFER TO APPLICABLE SECTIONS OF "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS,

2. MAINTAIN ALL CONSTRUCTION STAKING ON THE PROJECT, UNTIL FINAL INSPECTION AND ACCEPTANCE.

3. ROCK SOURCE SHALL BE FROM A CERTIFIED WEED FREE SOURCE. PROVIDE CONTRACTING OFFICER WRITTEN NOTIFICATION OF PROPOSED MATERIAL

(FP-14)," AND ATTACHED FOREST SERVICE FP-14 SUPPLEMENTAL SPECIFICATIONS (FSSS) FOR CONTRACT SPECIFICATIONS.

SOURCE 30 DAYS PRIOR TO USE, AS REQUIRED IN FSSS 105.02(c).

4. EXISTING WATER DRAFTING SITE IS LOCATED ON MULTIPLE LOCATION. APPROVAL BY FOREST SERVICE PRIOR TO USE.

5. CONSTRUCTION TOLERANCE D FOR ALL RECONSTRUCTION WORK.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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NATIONAL FOREST

PLACERVILLE RANGER

DISTRICT

ESTIMATE OF OPTIONAL

QUANTITIES /

GENERAL NOTES

4/2022

A. Sarmiento

A. Sarmiento

GENERAL NOTES:

1. REFER TO APPLICABLE SECTIONS OF "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS,

2. MAINTAIN ALL CONSTRUCTION STAKING ON THE PROJECT, UNTIL FINAL INSPECTION AND ACCEPTANCE.

3. ROCK SOURCE SHALL BE FROM A CERTIFIED WEED FREE SOURCE. PROVIDE CONTRACTING OFFICER WRITTEN NOTIFICATION OF PROPOSED MATERIAL

(FP-14)," AND ATTACHED FOREST SERVICE FP-14 SUPPLEMENTAL SPECIFICATIONS (FSSS) FOR CONTRACT SPECIFICATIONS.

SOURCE 30 DAYS PRIOR TO USE, AS REQUIRED IN FSSS 105.02(c).

4. EXISTING WATER DRAFTING SITE IS LOCATED ON MULTIPLE LOCATION. APPROVAL BY FOREST SERVICE PRIOR TO USE.

5. CONSTRUCTION TOLERANCE D FOR ALL RECONSTRUCTION WORK.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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NATIONAL FOREST

PLACERVILLE RANGER

DISTRICT

ESTIMATE OF OPTINAL

QUANTITIES / GENERAL

NOTES CONTINUED

4/2022

A. Sarmiento

A. Sarmiento

GENERAL NOTES:

1. REFER TO APPLICABLE SECTIONS OF "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS,

2. MAINTAIN ALL CONSTRUCTION STAKING ON THE PROJECT, UNTIL FINAL INSPECTION AND ACCEPTANCE.

3. ROCK SOURCE SHALL BE FROM A CERTIFIED WEED FREE SOURCE. PROVIDE CONTRACTING OFFICER WRITTEN NOTIFICATION OF PROPOSED MATERIAL

(FP-14)," AND ATTACHED FOREST SERVICE FP-14 SUPPLEMENTAL SPECIFICATIONS (FSSS) FOR CONTRACT SPECIFICATIONS.

SOURCE 30 DAYS PRIOR TO USE, AS REQUIRED IN FSSS 105.02(c).

4. EXISTING WATER DRAFTING SITE IS LOCATED ON MULTIPLE LOCATION. APPROVAL BY FOREST SERVICE PRIOR TO USE.

5. CONSTRUCTION TOLERANCE D FOR ALL RECONSTRUCTION WORK.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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DESIGNER

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ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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DESIGNER

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ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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ARCHIVE NO.

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PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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DESIGNER

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ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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PACIFIC SOUTHWEST REGION

CALDOR FIRE

PHASE II ROAD

STORMPROOFING

EL DORADO

NATIONAL FOREST

PLACERVILLE RANGER

DISTRICT

OPTIONAL

RECONSTRUCTION

MAP CONTINUED

4/2022

A. Sarmiento

A. Sarmiento

AutoCAD SHX Text

PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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(R05)

PACIFIC SOUTHWEST REGION

CALDOR FIRE

PHASE II ROAD

STORMPROOFING

EL DORADO

NATIONAL FOREST

PLACERVILLE RANGER

DISTRICT

ROAD

RECONDITIONING

4/2022

A. Sarmiento

A. Sarmiento

AutoCAD SHX Text 1 1/2:1 or as Specified

AutoCAD SHX Text 2:1

AutoCAD SHX Text Clearing Limit - Top of Cut but not greater than 4' from the Edge of the Shoulder.

AutoCAD SHX Text Ditch where

AutoCAD SHX Text shown on Drawings.

AutoCAD SHX Text Drainage

AutoCAD SHX Text Specified

AutoCAD SHX Text Slope .75:1

AutoCAD SHX Text 1' Max.

AutoCAD SHX Text or as

AutoCAD SHX Text Profile Grade

AutoCAD SHX Text Outslope 2%

AutoCAD SHX Text 3:1

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

EXISTING ROAD WIDTH

AutoCAD SHX Text C

AutoCAD SHX Text %%uGENERAL NOTES%%U

AutoCAD SHX Text Clearing Limit - Toe of Slope but not less than 4' from the Edge of the Shoulder.

AutoCAD SHX Text

1. Road width shown on drawings are to subgrade and include, when applicable, curve widening, fill widening,. 2. Reconstruct roadbed to existing road widths. 3. Roadbed shall be 2% Outsloped unless otherwise shown on the drawings. Percent slope shall be the same regardless of direction. Roadbed in ditched sections to be maintained to existing inslope. 4. Clearing Limits at Culvert Sites shall be a Minimum of 10' Upstream at Inlet, 10' Downstream at Outlet and a Minimum Width of 5' each side of Culvert.

AutoCAD SHX Text

PROJECT NAME

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Contractor shall construct

Lead Off Ditches as needed to ensure proper drainage of

Dips. Lead-Off Ditches are incidental to the construction of Dip construction.

ORIGINAL ROAD

GRADIENT

GRADIENT

A

0 %-8 %

9 %-12 %

+3-5 %

+2-3 %

O

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I G

I N

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L

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NOTES:

OUTLET DIP ON LOWEST HEIGHT FILL SLOPE

O

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1. THE DESIGN VEHICLE OR CRITICAL

VEHICLE FOR THIS DIP DESIGN IS A MODEL 62

FIRE ENGINE.

2. ENTIRE LENGTH OF DIP SHALL BE

OUTSLOPED 3% TO 5%.

3. ROLLING DIP STATIONS ARE APPROXIMATE.

LOCATIONS OF THE DIPS SHALL BE STAKED

ON THE GROUND BEFORE CONSTRUCTION.

CRITICAL DIP DETAIL

B

STATION OR MILEPOST

LOCATION

P

R

O

F

I

S

U

B

G

R

A

D

E

50' 25''

40'

A

G R

A D

IE

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T A

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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(R05)

PACIFIC SOUTHWEST REGION

CALDOR FIRE

PHASE II ROAD

STORMPROOFING

EL DORADO

NATIONAL FOREST

PLACERVILLE RANGER

DISTRICT

CRITICAL DIP

TYPICAL

4/2022

A. Sarmiento

A. Sarmiento

AutoCAD SHX Text

FINISHED GRADE LINE

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

BOTTOM OF DIP

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text

TOP OF DIP

AutoCAD SHX Text 90°

AutoCAD SHX Text

RAISE GRADE WITH EXCAVATED MATERIAL

AutoCAD SHX Text

PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/9 /22

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(R05)

PACIFIC SOUTHWEST REGION

CALDOR FIRE

PHASE II ROAD

STORMPROOFING

EL DORADO

NATIONAL FOREST

PLACERVILLE RANGER

DISTRICT

CULVERT TEE

RISER TYPICAL

4/2022

A. Sarmiento

A. Sarmiento

AutoCAD SHX Text

CONNECTING BAND

AutoCAD SHX Text

CONNECTING BAND

AutoCAD SHX Text

EXISTING FILL SLOPE

AutoCAD SHX Text

INLET

AutoCAD SHX Text

ROAD SURFACE

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

* INSTALL COUPLING PER MANUFACTURE'S RECOMMENDATIONS

AutoCAD SHX Text INSTALL "Tee"

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

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Sheets and Views
Caldor Fire Phase I Stormproofing-cover sheet
Caldor Fire Phase I Stormproofing-2 - Vicinity map
Caldor Fire Phase I Stormproofing-3 - EOQ -General Notes
Caldor Fire Phase I Stormproofing-3 - EOQ -General Notes (2)
Caldor Fire Phase I Stormproofing-3 - EOQ -General Notes (3)
Caldor Fire Phase I Stormproofing-3 - EOQ -General Notes (4)
Caldor Fire Phase I Stormproofing-Recon Map 1
Caldor Fire Phase I Stormproofing-Recon Map 2
Caldor Fire Phase I Stormproofing-Recon Map 3
Caldor Fire Phase I Stormproofing-Recon Map 4
Caldor Fire Phase I Stormproofing-Recon Map 5
Caldor Fire Phase I Stormproofing-Recon Map 6
Caldor Fire Phase I Stormproofing-Road Reconditioning
Caldor Fire Phase I Stormproofing-Critical Dip Typical
Caldor Fire Phase I Stormproofing-Culvert Tee Riser
2022-03-28T16:57:56-0700
ALVIN SARMIENTO
2022-03-31T09:07:57-0700
ROCIO ESPINOZA

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