Attachment 7 Sardine Creek TB.pdf

PDF 604 KB Posted Sep 18, 2026

Attached to: GAOA Sand Pond Trail Boardwalk Replacement Tahoe NF
Solicitation number: 127EAX26Q0070
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Sep 18, 2026

This document is a set of technical construction drawings for the Sardine Creek Trail Bridge for Sand Pond Boardwalk, prepared by the U.S. Department of Agriculture Forest Service. The project drawings include plan and elevation views, foundation details, abutment and railing specifications, and helical pile design information.

The bridge construction specifications detail the use of Douglas fir-larch timber for structural components including deck planks, run planks, rails, and curbs, with pressure-treated lumber required for all timber except rails and posts. The estimated bridge quantities include 10,101 board feet of larch lumber, removal of existing structures, and treated structural timber and lumber totaling approximately 520 board feet. Key design elements specify 4x12 deck planks with 3/4-inch spacing, 2x12 run planks, 6x6 posts and curbs at 4-foot intervals, and 2x8 cap rails. Hardware requirements include stainless steel bolts, screws, and plates conforming to ASTM standards. The design incorporates helical piles with a diameter hardness of 60 for foundation support, with bearing pads meeting Design Method A Grade 3 specifications. Hydrological data indicates a Manning coefficient of 0.080, stream slope of 0.6 percent, and precipitation of 96 inches annually, with design flood calculations based on a 100-year recurrence interval. All construction work must comply with AASHTO LRFD Bridge Design Specifications and supplemental forest service requirements for timber treatment and fabrication protocols.

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Other files

File	Type	Posted
127EAX26Q0070 Amendment 3.pdf	PDF	Sep 29, 2026
Attachment 13 Revised C-02.pdf	PDF	Sep 29, 2026
Atch 3 Statement of Work Updated.pdf	PDF	Sep 18, 2026
Atch 11 Bridge DCP blow counts.pdf	PDF	Sep 18, 2026
Atch 9 bridge auger report.pdf	PDF	Sep 18, 2026
Questions and Answers.pdf	PDF	Sep 18, 2026
Atch 10 bridge boring summary.pdf	PDF	Sep 18, 2026
Atch 5A Drawings.pdf	PDF	Sep 18, 2026
127EAX26Q0070 Amendment 2.pdf	PDF	Sep 18, 2026
Atch 2 Updated SOI 9-17-27.xlsx	XLSX spreadsheet	Sep 18, 2026
Atch 12 SP_Draft_Staging_CG map.pdf	PDF	Sep 18, 2026
Atch 8 9-3-2020 Boring Log.pdf	PDF	Sep 18, 2026
127EAX26Q0070 Amendment 1.pdf	PDF	Sep 14, 2026
R-1763 - Sardine Creek TB For Sand Pond Boardwalk.pdf	PDF	Sep 14, 2026
Attachment 3 Statement of Work.pdf	PDF	Aug 17, 2026
127EAX26Q0070 GAOA Sand Pond Trail Boardwalk.pdf	PDF	Aug 17, 2026
Attachment 4 Trail Specifications.pdf	PDF	Aug 17, 2026
Attachment 2 Schedule of Items.xlsx	XLSX spreadsheet	Aug 17, 2026
Attachment 6 Wage Determination.pdf	PDF	Aug 17, 2026
Attachment 5 Sand Pond Boardwalk Dwgs.pdf	PDF	Aug 17, 2026

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AutoCAD SHX Text %%u TYPICAL SECTION %%u

AutoCAD SHX Text Scale: 3/4" = 1'-0"

AutoCAD SHX Text 4x12 x 4'-11" Deck planks

AutoCAD SHX Text Sym. about ~C of bridge

AutoCAD SHX Text 2x8 Cap Rail

AutoCAD SHX Text 6x6 Posts

AutoCAD SHX Text 6x6 Curb

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2x6 Rails

AutoCAD SHX Text 2x12 Run Planks

AutoCAD SHX Text Glued laminated girder 6 "x 22 " x 25', typ.34"x 22 " x 25', typ.12" x 25', typ.

AutoCAD SHX Text %%u PLAN %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text 4x12 Deck planks, install with a 3/4" space between planks..

AutoCAD SHX Text 4x12 Girder blocking near midspan and at each end

AutoCAD SHX Text 6x6 Post

AutoCAD SHX Text 2x6 Rail

AutoCAD SHX Text Sym. About ~C Deck & Bridge

AutoCAD SHX Text 2x12 Run Planks

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text #14 x 4" galvanized wood screw at 2' o.c., staggered, and centered on deck plank below.

AutoCAD SHX Text 1" x 3" bevel ramp on end of run planks

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 6x6 Curb

AutoCAD SHX Text %%u ELEVATION %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 0.0% grade

AutoCAD SHX Text Q100 El. 5999100 El. 5999 El. 5999

AutoCAD SHX Text 25'-3"

AutoCAD SHX Text Elev. 6003.5

AutoCAD SHX Text 2x6 Rails

AutoCAD SHX Text 6x6 Curb

AutoCAD SHX Text 6x6 Post

AutoCAD SHX Text 2x8 Cap rail

AutoCAD SHX Text 2x10 End wall planks

AutoCAD SHX Text El. 6000.3

AutoCAD SHX Text Typ. 4 piles

AutoCAD SHX Text Existing grade at ~C Bridge

AutoCAD SHX Text 12x12 Sill

AutoCAD SHX Text El. 6003.5

AutoCAD SHX Text (Cap rail not shown for clarity)

AutoCAD SHX Text Helical Pile, see Sheet 3

AutoCAD SHX Text (Contractor designed)

AutoCAD SHX Text Helical Pile, see Sheet 3

AutoCAD SHX Text (Contractor designed)

AutoCAD SHX Text

AutoCAD SHX Text %%u FOUNDATION PLAN %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text

SARDINE CREEK

AutoCAD SHX Text ~C Brg. to ~C Brg. = 24'-3"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 12x12 Sill

AutoCAD SHX Text Helical pile (below), typ.

AutoCAD SHX Text Sym. About ~C Deck & Bridge. See Boardwalk Drawing C-01 for alignment.

AutoCAD SHX Text 12x12 Sill

AutoCAD SHX Text Helical pile (below), typ.

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text Post Spacing = 4'-6", typ.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

REGION FIVE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SARDINE CREEK TRAIL BRIDGE

AutoCAD SHX Text

FOR SAND POND BOARDWALK

AutoCAD SHX Text As Noted

AutoCAD SHX Text

AutoCAD SHX Text C. Shields

AutoCAD SHX Text 05/20/26

AutoCAD SHX Text C. Shields

AutoCAD SHX Text 05/20/26

AutoCAD SHX Text Mark Sodaro

AutoCAD SHX Text 05/28/26

AutoCAD SHX Text

AutoCAD SHX Text Tahoe

AutoCAD SHX Text

PLAN AND ELEVATION

AutoCAD SHX Text R-1763-01

AutoCAD SHX Text

AutoCAD SHX Text HYDROLOGY AND HYDRAULICS Mannings coefficient n = 0.090 = 0.090 0.090 Drainage area = 0.8 sq. mi. below dam = 0.8 sq. mi. below dam 0.8 sq. mi. below dam sq. mi. below dam Stream slope = 0.6 % = 0.6 % 0.6 % % Precipitation, P = 76 in. per year = 76 in. per year 76 in. per year in. per year Q = 66 cfs El. 5999.0 V = 2 fps 100 = 66 cfs El. 5999.0 V = 2 fps = 66 cfs El. 5999.0 V = 2 fps (Assumes Lower Sardine Lake and Sand Pond attenuates the basin 900 cfs Q100 flow.)

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text Latitude 39.6182, Longitude -120.6183

AutoCAD SHX Text

ESTIMATED BRIDGE QUANTITIES

AutoCAD SHX Text

ITEM NO

AutoCAD SHX Text 15101 Mobilization Lump Sum

AutoCAD SHX Text

* 20304 Removal of Structures and Obstructions Lump Sum

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Untreated Structural Timber and Lumber (Rail)

AutoCAD SHX Text ** 55706

AutoCAD SHX Text Lump Sum

AutoCAD SHX Text 20102 Clearing and Grubbing Lump Sum

AutoCAD SHX Text

* Pay Item 20304 consists of removing the remnants of the existing trail bridge and disposing off of Forest Service land.

AutoCAD SHX Text

AutoCAD SHX Text Treated Structural Timber and Lumber

AutoCAD SHX Text ** 55706

AutoCAD SHX Text Lump Sum

AutoCAD SHX Text ** Payment for Items 55706 includes cost for all hardware and galvanized materials.

AutoCAD SHX Text Helical Pile, In Place

AutoCAD SHX Text 57302

AutoCAD SHX Text 4 Each

GENERAL NOTES: SPECIFICATIONS: DESIGN: AASHTO LRFD Bridge Design Specifications, 9th edition, 2020, and the AASHTO LRFD Guide Specifications for the Design DESIGN: AASHTO LRFD Bridge Design Specifications, 9th edition, 2020, and the AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges. Comply with FSH 7709.56b, Chapter 80 Trail Bridges. CONSTRUCTION: Standard Specifications For Construction of Roads and Bridges on Federal Highway Projects (FP-24), with Forest Service Supplemental Specifications. DESIGN LOADS: Concrete = 150 PCF; Timber = 50 PCF; Pedestrian Live Load = 90 PSF; Earth pressure equivalent to a fluid weighing 36 PCF. Concrete = 150 PCF; Timber = 50 PCF; Pedestrian Live Load = 90 PSF; Earth pressure equivalent to a fluid weighing 36 PCF. Snow Load = 330 PSF (unfactored). Snow load and Pedestrian Live Load are not combined. Equestrian Live Load = 1,000 pound single hoof load over a deck plank square area measuring 4 inches on a side. Wind load = 58 psf (100 mph). Seismic CSM = 0.84g. TIMBER: Deck planks, 6x6 posts, sills, and curbs shall be Douglas Fir-Larch, No. 1, S4S. Run Planks and end planks shall be Douglas Deck planks, 6x6 posts, sills, and curbs shall be Douglas Fir-Larch, No. 1, S4S. Run Planks and end planks shall be Douglas Fir-Larch No. 2 or better, rough. Girders shall be glued laminated Douglas-Fir, combination symbol 24F-V4 DF/DF. Rails shall be solid sawn California Redwood, No. 1, S4S. Maximum moisture content for timber shall be 19%. Maximum moisture content for glued laminated members shall be 16%. 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. Treated materials shall follow the post treatment requirements summarized in "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. All wood members shall be cut and drilled before treatment. When miscellaneous field drilled holes and cuts are required because of mis-alignment, they must be approved by the Engineer. All field drilled holes and cuts shall be treated with two applications of copper naphthenate 2% solution. Lead holes are required for all bolts and screws. Driving of lag bolts and screws will not be permitted. Glued Laminated stringers shall be fabricated with a 1000' Radius). MISCELLANEOUS STEEL: All plates and shapes shall conform to AASHTO M270 (ASTM A709) Grade 36. Bolts shall conform to ASTM A 307. All plates and shapes shall conform to AASHTO M270 (ASTM A709) Grade 36. Bolts shall conform to ASTM A 307. Anchor bolts shall conform to ASTM F1554, Grade 36. All steel shall be hot dipped galvanized per AASHTO 232 (ASTM A153) after fabrication. Stainless steel plates, shapes, and bolts may be used in lieu of hot dipped galvanized steel. Stainless steel bolts shall conform to ASTM A193. Stainless steel plates shall conform to ASTM A480. HELICAL PILES: Design, furnish, and install helical piles and accessories. Design the pile shaft for an unbraced length of 6'. See Drawing Design, furnish, and install helical piles and accessories. Design the pile shaft for an unbraced length of 6'. See Drawing R-1763-03 for design loads and soil boring data. Submit design, calculations and shop drawings for helical piles to the Contracting Officer for approval. ELASTOMERIC BEARING: Bearing pads shall have a Durometer Hardness of 60. Design method A, grade 3. Bearing pads shall have a Durometer Hardness of 60. Design method A, grade 3. CONSTRUCTI0N NOTES: Abutment fill shall not be placed until superstructrure has been placed. Fill shall be brought up to grade equally at Abutment fill shall not be placed until superstructrure has been placed. Fill shall be brought up to grade equally at both abutments. FABRICATION: Submit shop drawings for all bridge components. Show all dimensions and fabrication details for all cut or bored timber. Submit shop drawings for all bridge components. Show all dimensions and fabrication details for all cut or bored timber. Submit final as-built drawings to the Regional Bridge Engineer.

2x8 Cap Rail

AutoCAD SHX Text 6x6 Post, typ.

AutoCAD SHX Text Splice, typ.

AutoCAD SHX Text ~C Post

AutoCAD SHX Text B

AutoCAD SHX Text 3/4"

AutoCAD SHX Text #14 x 4" Wood screw, typ.

AutoCAD SHX Text %%u BRIDGE RAILING ELEVATION %%u

AutoCAD SHX Text Scale: 3/4" = 1'-0"

AutoCAD SHX Text 2 3/4"

AutoCAD SHX Text 1 3/8"

AutoCAD SHX Text %%u SECTION A-A %%u

AutoCAD SHX Text Scale: 3/4" = 1'-0"

AutoCAD SHX Text Note: Deck, Curb and Railing not shown.

AutoCAD SHX Text

RAILING NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text Posts shall be vertical

AutoCAD SHX Text Rails shall be parallel to grade and continuous over 2 or more posts.

AutoCAD SHX Text 2.

AutoCAD SHX Text 6"

AutoCAD SHX Text Only two rail splices per post, staggered every other rail, and every other post.

AutoCAD SHX Text 3.

AutoCAD SHX Text Posts shall fit tightly against girders.

AutoCAD SHX Text 4.

AutoCAD SHX Text 4x12 Blocking

AutoCAD SHX Text Girder

AutoCAD SHX Text Offset blocking 6" from ~C railpost

AutoCAD SHX Text 6x6 Post

AutoCAD SHX Text 2-30d Spikes each side (tot. 4 ea. end)

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1/2" x 1'-0"Lag screw @ 4'-0" o.c.

AutoCAD SHX Text %%u SECTION B-B %%u

AutoCAD SHX Text Scale: 3/4" = 1'-0"

AutoCAD SHX Text 2x6 Rail, typ.

AutoCAD SHX Text 3/4" x 1'-2" Hex bolt, nut, andtwo 3/8" x 3 " sq. plate washers 12" sq. plate washers w/ 13/16" hole (typ. all post bolts)

AutoCAD SHX Text (See "Railing Notes")

AutoCAD SHX Text 6x6 Curb

AutoCAD SHX Text Sym. about ~C of bridge

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Sym. about ~C of bridge

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1~8

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text 4x12 Deck planks

AutoCAD SHX Text 6x6 Curb

AutoCAD SHX Text 60d Spikes (2 per plank per girder)

AutoCAD SHX Text 2-30d Spikes each side (tot. 4 ea. end)

AutoCAD SHX Text 4x12 Blocking S4S (at mid-span, and over bearings at each end.)

AutoCAD SHX Text %%u HALF SECTION %%u

AutoCAD SHX Text %%u AT MIDSPAN %%u

AutoCAD SHX Text Scale: 3/4" = 1'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text %%u HALF SECTION %%u

AutoCAD SHX Text %%u AT ABUTMENT %%u

AutoCAD SHX Text Scale: 3/4" = 1'-0"

AutoCAD SHX Text 30d Spikes (2 per plank per girder)

AutoCAD SHX Text 1/2" x 1'-0" Lagscrew @ 4'-0" o.c.

AutoCAD SHX Text 2x10 Rough end wall plank, typ.

AutoCAD SHX Text Trail fill

AutoCAD SHX Text 4x12 x 4'-11" Deck planks

AutoCAD SHX Text Sym. about ~C of bridge

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2x12 Run Planks

AutoCAD SHX Text Glued laminated girder 6 "x 22 " x 25', typ.34"x 22 " x 25', typ.12" x 25', typ.

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 4'-8 3/4"

AutoCAD SHX Text typ.

AutoCAD SHX Text 2x8 Cap Rail, typ.

AutoCAD SHX Text #14 x 4" Wood screw, typ.

AutoCAD SHX Text 2"

AutoCAD SHX Text 5 1/2"

AutoCAD SHX Text typ.

AutoCAD SHX Text 6"

AutoCAD SHX Text 6x6 Curb

AutoCAD SHX Text 30°

AutoCAD SHX Text typ.

AutoCAD SHX Text 6x6 Posts

AutoCAD SHX Text 2x6 Rails

AutoCAD SHX Text 3/4" x 1'-2" Hex bolt, nut, andtwo 3/8" x 3 " sq. plate washers 12" sq. plate washers w/ 13/16" hole (typ. all post bolts)

AutoCAD SHX Text Glued laminated girder 6 "x 22 " x 25', typ.34"x 22 " x 25', typ.12" x 25', typ.

AutoCAD SHX Text 3/4" x 1'-2" Galv. Hex bolt,nut, and washers, typ. Field drill and preservative treat 7/8" hole through 12x12 sill, typ. Template location from bracket.

AutoCAD SHX Text Helical pile bracket

AutoCAD SHX Text Cut off piles level and line drill helical pile 7/8" hole for 3/4"hex bolt, nut, washer, typ.

AutoCAD SHX Text Helical pile

AutoCAD SHX Text 12 x 12 x 6'-6" Treated Doug. Fir sill

AutoCAD SHX Text %%u GIRDER TO TIMBER SILL %%u

AutoCAD SHX Text %%u CONNECTION DETAIL %%u

AutoCAD SHX Text Scale: 1 1/2" = 1'-0"

AutoCAD SHX Text Girder

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 5/8" x 1"Slotted hole for 1/2" hex bolt w/ washer and nut

AutoCAD SHX Text 5/8" x 1"Slotted hole for 1/2" hex bolt

AutoCAD SHX Text L4"x4"x1/4"x 0'-4~8"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 2 1/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 7/8" Hole

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 7/8" Hole

AutoCAD SHX Text %%u GIRDER BRACKET %%u

AutoCAD SHX Text Scale: 1 1/2" = 1'-0"

AutoCAD SHX Text 12 x 12 x 6'-6" Treated Doug. Fir sill

AutoCAD SHX Text L4"x4"x1/4"x 0'-4~8" (2 req'd. at ea. end of girder)

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 3/4" x 8"Lag bolts w/ washers

AutoCAD SHX Text Girder

AutoCAD SHX Text

END VIEW OF GIRDER

AutoCAD SHX Text

SIDE VIEW OF GIRDER

AutoCAD SHX Text 2"

AutoCAD SHX Text 12" x 4 " x 6 " 12" x 6 " 34" elastomeric pad

AutoCAD SHX Text %%u HELICAL PILE BRACKET %%u

AutoCAD SHX Text Scale: 1 1/2" = 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6 1/8"

AutoCAD SHX Text 11 1/2"

AutoCAD SHX Text Line drill 7/8" holefor 3/4" hex bolt, typ.

AutoCAD SHX Text 1/4

AutoCAD SHX Text Sliding fit with timber sill (11 " x 11 ")12" x 11 ")12")

AutoCAD SHX Text 1/4

AutoCAD SHX Text Typ

AutoCAD SHX Text 38" steel plate, typ.

AutoCAD SHX Text 3" dia. schedule 40 pipe for slide fit over 2 " dia. 12" dia. helical pile shaft.

AutoCAD SHX Text 1/4

AutoCAD SHX Text Line drill 7/8" holefor 3/4" hex bolt, typ.

AutoCAD SHX Text Note: Hot dip galvanize weldment after fabrication is complete

AutoCAD SHX Text 5 3/4"

AutoCAD SHX Text 2x10 Rough end wall plank, typ.

AutoCAD SHX Text 4 1/4"

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

REGION FIVE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

TOTAL

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SHEETS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SARDINE CREEK TRAIL BRIDGE

AutoCAD SHX Text

FOR SAND POND BOARDWALK

AutoCAD SHX Text As Noted

AutoCAD SHX Text

AutoCAD SHX Text C. Shields

AutoCAD SHX Text 05/20/26

AutoCAD SHX Text C. Shields

AutoCAD SHX Text 05/20/26

AutoCAD SHX Text Mark Sodaro

AutoCAD SHX Text 05/28/26

AutoCAD SHX Text

TAHOE

AutoCAD SHX Text

ABUTMENT AND RAILING DETAILS

AutoCAD SHX Text R-1763-02

AutoCAD SHX Text msodaro Stamp

%%u ELEVATION %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Q100 El. 5999100 El. 5999 El. 5999

AutoCAD SHX Text 24'-3"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text Depth

AutoCAD SHX Text B-1

AutoCAD SHX Text N

AutoCAD SHX Text 0.8'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 7.4'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text Depth

AutoCAD SHX Text B-2

AutoCAD SHX Text N

AutoCAD SHX Text 0.8'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 2.9'

AutoCAD SHX Text Depth

AutoCAD SHX Text B-3

AutoCAD SHX Text N

AutoCAD SHX Text 0.8'

AutoCAD SHX Text 6.5'

AutoCAD SHX Text 8'

AutoCAD SHX Text 2.9'

AutoCAD SHX Text 7.0'

AutoCAD SHX Text

AutoCAD SHX Text 90+

AutoCAD SHX Text

AutoCAD SHX Text 7'

AutoCAD SHX Text

AutoCAD SHX Text B-1

AutoCAD SHX Text B-2

AutoCAD SHX Text B-3

AutoCAD SHX Text %%u BORING PLAN %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text %%u BORING LOG %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text Organics

AutoCAD SHX Text Fine Sand

AutoCAD SHX Text Medium Sand

AutoCAD SHX Text Dense Gravel Clasp

AutoCAD SHX Text Dynamic Cone Penetration Test Resistance, Blows per Foot (15 lb weight dropped 20")

AutoCAD SHX Text N

AutoCAD SHX Text

BORING LEGEND

AutoCAD SHX Text (Auger Hole Collapse)

AutoCAD SHX Text Sym. about ~C of bridge

AutoCAD SHX Text Boardwalk each end of bridge. See Boardwalk Drawing for connection details.

AutoCAD SHX Text %%u END ELEVATION %%u

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text Dead Load

AutoCAD SHX Text Ped. Load

AutoCAD SHX Text Snow Load

AutoCAD SHX Text Seismic

AutoCAD SHX Text

(DL)

AutoCAD SHX Text

(PL)

AutoCAD SHX Text

(SL)

AutoCAD SHX Text UNFACTORED REACTIONS AT HELICAL PILE TOP (Kips)

AutoCAD SHX Text

SARDINE CREEK

AutoCAD SHX Text 1.6

AutoCAD SHX Text 2.3

AutoCAD SHX Text 10.2

AutoCAD SHX Text Vert.

AutoCAD SHX Text Lat.

AutoCAD SHX Text ±4.2

AutoCAD SHX Text ±3.0

AutoCAD SHX Text Wind

AutoCAD SHX Text Vert.

AutoCAD SHX Text Lat.

AutoCAD SHX Text

1.7 (dn)

AutoCAD SHX Text ±1.6

AutoCAD SHX Text Approximate Dense Gravel Clasp layer depth profile

AutoCAD SHX Text

2.9 (up)

AutoCAD SHX Text 12x12 Sill

AutoCAD SHX Text Helical pile (below), typ.

AutoCAD SHX Text 12x12 Sill

AutoCAD SHX Text Helical pile (below), typ.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

REGION FIVE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SARDINE CREEK TRAIL BRIDGE

AutoCAD SHX Text

FOR SAND POND BOARDWALK

AutoCAD SHX Text As Noted

AutoCAD SHX Text

AutoCAD SHX Text C. Shields

AutoCAD SHX Text 05/20/26

AutoCAD SHX Text C. Shields

AutoCAD SHX Text 05/20/26

AutoCAD SHX Text Mark Sodaro

AutoCAD SHX Text 05/28/26

AutoCAD SHX Text

AutoCAD SHX Text Tahoe

AutoCAD SHX Text

HELICAL PILE DESIGN INFO

AutoCAD SHX Text R-1763-03

Sheets and Views

R-1753-01

R-1763-02 Sardine Creek TB For Sand Pond Boardwalk.pdf

Sheets and Views

R-1753-02

R-1763-03 Sardine Creek TB For Sand Pond Boardwalk.pdf

Sheets and Views

R-1753-03

	2026-05-28T11:42:23-0700
MARK SODARO

	2026-06-01T09:45:42-0800
JORDAN HALL

	2026-05-28T11:42:58-0700
MARK SODARO

	2026-06-01T09:46:08-0800
JORDAN HALL

	2026-05-28T11:43:32-0700
MARK SODARO

	2026-06-01T09:46:33-0800
JORDAN HALL

File details come from the government source that posted it. Updated Sep 18, 2026.