Attachment 5 Sand Pond Boardwalk Dwgs.pdf

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GAOA Sand Pond Trail Boardwalk Replacement Tahoe NF
Solicitation number
127EAX26Q0070
Issued by

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This document is a set of construction design plans for the Sand Pond Boardwalk Replacement project located in Sierra County, California, within the Tahoe National Forest under the Yuba River Ranger District of the Pacific Southwest Region (R05) of the U.S. Forest Service.

The project involves complete replacement of an existing boardwalk structure approximately 1,150 linear feet in length, including removal of a 10-foot by 10-foot bridge and a 15-foot by 15-foot bridge, and installation of new accessible boardwalk sections with gravel surfacing. Key deliverables include mobilization, cleaning and grubbing, boardwalk materials and installation, bridge materials and installation, removal of existing structures, crushed aggregate surfacing, and an accessible passing space. The schedule of items specifies lump sum pricing for most construction activities. Timber materials must be pressure-treated Douglas fir-larch with galvanized fasteners, and all work must comply with Forest Service Standard Specifications for Trail and Trail Bridge Construction, Forest Service Trail Accessibility Guidelines (FSTAG) 2013, and California Best Management Practices. Construction work is restricted to 7:00 AM to 6:00 PM Monday through Friday, with the trail closed to public access during construction. The contractor is responsible for all materials, labor, equipment, site cleanup, traffic control, environmental compliance, and restoration of any damage caused by construction operations. Water sources for fire prevention and construction activities must comply with NMFS water drafting guidelines, and all equipment must be washed and inspected prior to use to ensure a clean and weed-free condition.

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Other files

File Type Posted
127EAX26Q0070 Amendment 3.pdf PDF
Attachment 13 Revised C-02.pdf PDF
Atch 3 Statement of Work Updated.pdf PDF
Attachment 7 Sardine Creek TB.pdf PDF
Atch 9 bridge auger report.pdf PDF
Atch 10 bridge boring summary.pdf PDF
Atch 11 Bridge DCP blow counts.pdf PDF
127EAX26Q0070 Amendment 2.pdf PDF
Atch 2 Updated SOI 9-17-27.xlsx XLSX spreadsheet
Atch 8 9-3-2020 Boring Log.pdf PDF
Atch 12 SP_Draft_Staging_CG map.pdf PDF
Questions and Answers.pdf PDF
Atch 5A Drawings.pdf PDF
127EAX26Q0070 Amendment 1.pdf PDF
R-1763 - Sardine Creek TB For Sand Pond Boardwalk.pdf PDF
Attachment 4 Trail Specifications.pdf PDF
127EAX26Q0070 GAOA Sand Pond Trail Boardwalk.pdf PDF
Attachment 3 Statement of Work.pdf PDF
Attachment 2 Schedule of Items.xlsx XLSX spreadsheet
Attachment 6 Wage Determination.pdf PDF
Show all 20

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United States Department of Agriculture

Forest Service

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SIERRA COUNTY, CALIFORNIA

YUBA RIVER RANGER DISTRICT

SAND POND BOARDWALK REPLACEMENT

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

G-02 VICINITY MAP

G-03

GENERAL NOTES AND SCHEDULE OF

ITEMS

C-01 PROJECT TRAIL LOG AND PHOTOS

C-02 BOARDWALK DETAILS 1

C-03 BOARDWALK DETAILS 2

(R05) PACIFIC SOUTHWEST

TAHOE NATIONAL FOREST

SHEET 1 of 6

DIRECTIONS FROM DOWNIEVILLE: HEAD EAST ON

HWY 49 17.5 MI. TURN LEFT ON GOLD LAKE HIGHWAY.

CONTINUE FOR 1.3 MILES. TURN LEFT ON PACKER

LAKE ROAD FOR 0.3 MILES. CONTINUE STRAIGHT

ONTO SARDINE LAKE ROAD. CONTINUE 0.5 MILES TO

ARRIVE AT SAND POND ON THE LEFT.

LATITUDE: 39.617000293221615

LONGITUDE: -120.62241150101839

RECOMMENDED BY:

APPROVED:

DISTRICT RANGER

DATE

DESIGN ENGINEER DATE

TRAIL MANAGER DATE

FOREST ENGINEER

DATE

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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SAND POND

BOARDWALK

TAHOE NATIONAL

FOREST

YUBA RIVER RANGER DISTRICT

VICINITY MAP

3/25/2024

TAHOE

ENGINEERING

J. CLEMENS

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

G-02

SHEET 2 OF 6

PACIFIC SOUTHWEST REGION

TO GRAEAGLE

TO SIERRA CITY

TO SIERRAVILLE

SAND POND BOARDWALK

PROJECT SITE

SAND POND BOARDWALK VICINITY MAP

C. VILLA

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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SAND POND

BOARDWALK

TAHOE NATIONAL

FOREST

YUBA RIVER RANGER DISTRICT

SCHEDULE OF ITEMS

AND

GENERAL NOTES

3/25/2024

J. CLEMENS

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

G-03

SHEET 3 OF 6

(R5)

PACIFIC SOUTHWEST REGION

GENERAL NOTES:

1. PERFORM CONSTRUCTION IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON FOREST SERVICE PROJECTS, US CUSTOMARY UNITS, EXCEPT AS MODIFIED BY SUPPLEMENTAL SPECIFICATIONS AND THE FOREST SERVICE TRAIL

ACCESSIBILITY GUIDELINES (FSTAG) 2013 CLAUSES IN THE CONTRACT DOCUMENT OR THE PLANS.

2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT

3. WATER FOR FIRE PREVENTION & SUPPRESSION REQUIREMENTS UNDER THE CONTRACT, AS WELL AS

FOR USE WITH CONSTRUCTION ACTIVITIES, MAY BE OBTAINED FROM IDENTIFIED WATER SOURCES, SHOWN IN WORK SHEETS AND ON VICINITY MAP, AT THE PROJECT SITE. ALL WATER WITHDRAWALS FOR

FIRE OR CONSTRUCTION SHALL ABIDE BY CURRENT NMFS WATER DRAFTING GUIDELINES. AT A

MINIMUM, ANY WATER WITHDRAWAL IN ACTIVE STREAMS WITH FISH PRESENT SHALL HAVE SCREENED

INTAKES WITH A MAXIMUM SCREEN OPENING OF 3/32 INCH, MAXIMUM INTAKE VELOCITY OF 0.4 FEET PER

SECOND AND WILL NOT REDUCE STREAM FLOW BY MORE THAN 10% BY VISUAL MEASURE. WATER

WITHDRAWAL FROM ANY OTHER SOURCE SHALL BE APPROVED IN WRITING, PRIOR TO USE, BY THE CO.

4. PRIOR TO DIGGING, CALL "DIG SAFELY CALIFORNIA" 811. LOCATING AND PROTECTION OF ALL UTILITIES

(PUBLIC & PRIVATE) IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. CONTRACTING OFFICERS APPROVAL IS NEEDED WITH A MINIMUM OF 72 HRS NOTICE PRIOR TO THE

PLACEMENT OF THE FOLLOWING ITEMS: BEDDING OR LEVELING COURSE OF ANY STRUCTURE.

6. REMOVE ALL CONSTRUCTION RELATED REFUSE FROM GOVERNMENT LAND PRIOR TO FINAL

ACCEPTANCE.

7. REPAIR ANY DAMAGE DUE TO CONTRACTOR'S OPERATIONS, INSIDE OR OUTSIDE THE PROJECT

BOUNDARY, AT THE CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE.

8. CONFINE CONSTRUCTION EQUIPMENT TO THE PROJECT AND STAGING AREAS UNLESS OTHERWISE

SHOWN ON THE PLANS OR APPROVED BY THE CO.

9. STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A

LOCATION APPROVED BY THE CO.

10. CONSTRUCTION TOLERANCE IS 'A' UNLESS OTHERWISE NOTED ON THE DRAWINGS.

11. ALL SLASH, DEBRIS, AND WASTE MATERIAL SHALL BE DISPOSED OF OFF NFS LANDS

12. THE SUBMITTED TRAFFIC CONTROL PLAN SHALL INCLUDE METHODS TO WARN PUBLIC TRAFFIC OF ROAD

WORK ACTIVITIES. ALL CONSTRUCTION SIGNS SHALL MEET CURRENT MUTCD REQUIREMENTS.

13. UNLESS NOTED ELSEWHERE, WATER SOURCE WILL BE CONTRACTOR PROVIDED OFF OF NFS LANDS.

14. FOREST SERVICE ROADS SHALL NOT BE CLOSED TO TRAFFIC.

15. ALL EQUIPMENT SHALL BE WASHED PRIOR TO USE ON THIS PROJECT AND SHALL BE INSPECTED PRIOR

TO USE TO VERIFY CLEAN AND WEED FREE STATE.

16. THE CONTRACTOR SHALL PERFORM ALL WORK BETWEEN THE HOURS OF 7:00 AM AND 6:00 PM MONDAY

THROUGH FRIDAY. NO WORK SHALL BE PERFORMED ON WEEKENDS OR FEDERAL HOLIDAYS WITHOUT

PRIOR APPROVAL FROM THE CO.

17. CADOT 1-1/2" AB AGGREGATE MAY BE SUBSTITUTED FOR USFS CLASS F SURFACING?

18. FOLLOW STATE OF CALIFORNIA BEST MANAGEMENT PRACTICES (BMP) ACCORDING TO THE CADEQ

19. TRAIL WILL BE CLOSED TO PUBLIC DURING CONSTRUCTION HOWEVER CONTRACTOR IS RESPONSIBLE

FOR PUBLIC SAFETY.

ABBREVIATIONS:

NFS - NATIONAL FOREST SYSTEM CO - CONTRACTING OFFICER FS - FOREST SERVICE

FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

TIMBER NOTES:

1. DECK PLANKS, 6X6 POSTS, SILLS, AND CURBS SHALL BE DOUGLAS FIR- LARCH, NO.

1, S4S.

2. RUN PLANKS AND END PLANKS SHALL BE DOUGLAS FIR- LARCH NO.2 OR BETTER,

ROUGH.

3. MAXIMUM MOISTURE CONTENT FOR TIMBER SHALL BE 19%. ALL TIMBER EXCEPT

RAILS AND RUN PLANKS SHALL BE PRESSURE TREATED WITH COPPER

NAPHTHENATE IN HEAVY OIL, IN ACCORDANCE WITH AASHTO M133, AWPA AND

AWPA U1-09. USE CATEGORY UC4B.

4. TREATED MATERIALS SHALL FOLLOW THE POST TREATMENT REQUIREMENTS

SUMMARIZED IN THE “BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED

WOOD IN AQUATIC ENVIRONMENTS” (WWPI 1196), TO ENSURE ALL SURFACES ARE

FREE OF EXCESS PRESERVATIVE AND CHEMICALS ARE ADEQUATELY FIXATED IN

THE WOOD.

5. ALL WOOD MEMBERS SHALL BE CUT AND DRILLED BEFORE TREATMENT. WHEN

MISCELLANEOUS FIELD DRILLED HOLES AND CUTS ARE REQUIRED BECAUSE OF

MISALIGNMENT, THEY MUST BE APPROVED BY THE ENGINEER.

6. ALL FIELD DRILLED HOLES AND CUTS SHALL BE TREATED WITH TWO APPLICATIONS

OF COPPER NAPHTHENATE 2% SOLUTION.

7. LEAD HOLES ARE REQUIRED FOR ALL BOLTS AND SCREWS. DRIVING OF LAG BOLTS

AND SCREWS WILL NOT BE PERMITTED.

8. CUT BEAMS SO THEY FIT FLUSH AND TIGHT TO THE ADJOINING MEMBER.

9. ALL FASTENERS SHALL BE GALVANIZED.

TAHOE

ENGINEERING

C. VILLA

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CONTRACTOR RESPONSIBLE FOR ANY UTILITY LINE LOCATES AND ANY DAMAGED DONE TO UTILITY LINES WHEN INSTALLING SIGN POSTS OR ANY OTHER EARTHWORK INVOLVED WITH SIGN INSTALLATION

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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BOARDWALK

TAHOE NATIONAL

FOREST

YUBA RIVER RANGER DISTRICT

PROJECT TRAIL LOG

AND PHOTOS

3/25/2024

J.CLEMENS

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-01

SHEET 4 OF 6

(R5)

PACIFIC SOUTHWEST REGION

TAHOE

ENGINEERING

C. VILLA

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EXISTING BRIDGE TO BE REMOVED

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DESCRIPTION OF WORK LOG

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EXISTING 15 FT X 15 FT LUMBER PILE TO BE REMOVED

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EXISTING 10FT X 10 FT LUMBER PILE TO BE REMOVED

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EXISTING BOARDWALK SECTION (TYP.) TO BE REMOVED

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EXISTING TRAIL ALIGNMENT

EXISTING TRAIL ALIGNMENT

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DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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BOARDWALK

TAHOE NATIONAL

FOREST

YUBA RIVER RANGER DISTRICT

BOARDWALK DETAILS 1

3/25/2024

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-02

SHEET 5 OF 6

(R5)

PACIFIC SOUTHWEST REGION

TAHOE

ENGINEERING

J. CLEMENS

C. VILLA

NOTES:

TIMBER TO BE PRESSURE TREATED. SEE TIMBER NOTES SHEET G-03.

ALL FASTENERS SHALL BE GALVANIZED.

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DIAMOND PIER DP-75 (OR EQUIVALENT) 50" ANCHORS

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3 X 6 DECKING

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3 X 6 DECK BOARDS ( " SPACING BETWEEN)14" SPACING BETWEEN)

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2 X 4 CURB

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2 X 4 X 24" CURB RISER @ 8' ON CENTER8' ON CENTER

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4 X 10 BEAM

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4 X 10 BEAM

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SEAL ALL JOINTS PER SPECIFICATIONS

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GALVANIZED TOE NAIL TYP. 2 EACH BEAM

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4" X 10" BEAM

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SIMPSON GA 2 GUSSET ANGLE (OR EQUIVALENT)

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SIMPSON GA 2 GUSSET ANGLE (OR EQUIVALENT)

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SIMPSON GA 1 GUSSET ANGLE (OR EQUIVALENT)

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4 X 4 POST

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4" X 4" POST

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SIMPSON GA 2 GUSSET ANGLE (OR EQUIVALENT)

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SIMPSON GA 1 GUSSET ANGLE (OR EQUIVALENT)

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SIMPSON GA 2 GUSSET ANGLE (OR EQUIVALENT)

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4 X 4 POST MIN. HEIGHT 8" MAX. HEIGHT 1'-9"

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4 X 4 POST MIN. HEIGHT 8" MAX. HEIGHT 1'-9"

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TYP. SIMPSON ABU 44 (OR EQUIVALENT) ORIENT POSITION AS SHOWN ALL LOCATIONS)

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SIMPSON GA 1 GUSSET ANGLE (OR EQUIVALENT)

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SIMPSON GA 1 GUSSET ANGLE (OR EQUIVALENT)

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SIMPSON GA 2 GUSSET ANGLE (OR EQUIVALENT)

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2 X 4 X 24" CURB RISER @ 8' ON CENTER8' ON CENTER

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2 X 4 CURB

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2 X 4 X 2' CURB RISER @ 8' OF CENTER

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4 X 4 POST MIN. HEIGHT 8" MAX. HEIGHT 1'-9"

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BOARDWALK PROFILE DETAILS N.T.S..

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BOARDWALK JOINT PLAN VIEW (N.T.S.) (DECK & PIER NOT SHOWN FOR CLARITY)

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BOARDWALK SECTION DETAILS N.T.S..

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PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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BOARDWALK

TAHOE NATIONAL

FOREST

YUBA RIVER RANGER DISTRICT

BOARDWALK DETAILS 2

3/25/2024

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-03

SHEET 6 OF 6

(R5)

PACIFIC SOUTHWEST REGION

NOTES:

ACCESSIBLE PASSING SPACES ARE INCIDENTAL TO PAY ITEM 938

TAHOE

ENGINEERING

J.CLEMENS

C. VILLA

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3 X 6 DECKING

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58 INCH BOLT, NUT & FENDER WASHER (2 PER CURB RISER)

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6 INCH DECK SCREWS 2 PER CONNECTION

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6 INCH DECK SCREWS 2 PER CONNECTION

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58 INCH BOLT, NUT & FENDER WASHER (2 PER CURB RISER)

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6 INCH DECK SCREWS 2 PER CONNECTION

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6 INCH DECK SCREWS 2 PER CONNECTION

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2 X 4 CURB

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3 X 6 DECKING

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58 INCH BOLT, NUT & FENDER WASHER (2 PER CURB RISER)

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6 INCH DECK SCREWS 2 PER CONNECTION

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6 INCH DECK SCREWS 2 PER CONNECTION

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2 X 4 CURB

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4 X 4 POST MIN. HEIGHT 8" MAX. HEIGHT 1'-9"

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4 X 10 BEAM

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2 X 4 X 2' CURB RISER @ 8' OF CENTER (TYP.)

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2 X 4 X 2' CURB RISER @ 8' OF CENTER (TYP.)

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2 X 4 CURB

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6 INCH DECK SCREWS 2 PER CONNECTION

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6 INCH DECK SCREWS 2 PER CONNECTION

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58 INCH BOLT, NUT & FENDER WASHER (2 PER CURB RISER)

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58 INCH BOLT, NUT & FENDER WASHER (2 PER CURB RISER)

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58 INCH BOLT, NUT & FENDER WASHER (2 PER CURB RISER)

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3 X 6 DECKING

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3 X 6 DECKING

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ACCESSIBLE PASSING SPACE SECTION DETAILS N.T.S..

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BOARDWALK DECK AND CURB PLAN VIEW (N.T.S.) PIERS NOT SHOWN

AutoCAD SHX Text

BOARDWALK PERSPECTIVE VIEW (N.T.S.) PIERS NOT SHOWN

AutoCAD SHX Text

ACCESSIBLE PASSING SPACE PLAN VIEW N.T.S..

BOARDWALK DECK AND CURB DETAILS (N.T.S.) PIERS NOT SHOWN

Sheets and Views
Sand Pond 5-20-26-TITLE
OLE7
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Sand Pond 5-20-26-G-02
OLE2
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Sand Pond 5-20-26-G-03
OLE2
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OLE4
OLE5
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OLE7
OLE9
OLE10
OLE11
Sand Pond 5-20-26-C-01
OLE2
OLE3
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OLE5
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Sand Pond 5-20-26-C-02
OLE2
OLE3
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OLE5
OLE6
OLE7
OLE9
OLE10
OLE11
Sand Pond 5-20-26-C-03
OLE2
OLE3
OLE4
OLE5
OLE6
OLE7
OLE9
OLE10
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Sand Pond 5-20-26-Model

2026-05-20T15:41:14-0700
JENNIFER CLEMENS
2026-05-21T09:24:20-0700
JOE CHAVEZ
2026-05-21T09:36:59-0700
TEMOC RIOS
2026-05-21T10:01:30-0700
AMBER NELSON

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