Kittitas 5880(1) Vt Alignment - Driveway.pdf

PDF 83 KB Posted

Attached to
WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
Solicitation number
69056722B000006
Issued by
Department of Transportation Federal Highway Administration

About this file

This document contains a vertical alignment review report and details of a related federal contract opportunity to replace an existing bridge. The vertical alignment review report provides station elevations and element details for the Ex_Drive alignment, including a symmetrical parabola section with a entrance grade of -0.035, exit grade of 0.096, and length of 20 feet.

The related federal contract opportunity is solicitation number 69056722B000006 issued by the Department of Transportation Federal Highway Administration. The work involves replacing the existing Dickey Creek bridge with a new, wider and longer structure to safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes.

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Other files for this federal contract opportunity

Other files attached to WA KITTITAS 5880(1)DICKEY CRK BRIDGE, newest first.
File Type Posted
BidTabulation_WA KITTITAS 5880(1).pdf PDF
BidSum_WA Kittias 5880(1).pdf PDF
Interested Vendors List as of 6_17_22.pdf PDF
Q_A 16-jun-22.pdf PDF
Amendment A001.pdf PDF
Q_A 9-jun-22.pdf PDF
DickeyCreekBridge_Floodplain_Memo.pdf PDF
Dickey Creek Bridge - 2019 Bridge Safety Inspection Report.pdf PDF
DickeyCreekBridge_Waterway_Hydraulics_Memo.pdf PDF
Kittitas 5880(1) Clearing Limits.pdf PDF
Kittitas 5880(1) Base Layer Staking Notes.pdf PDF
Kittitas 5880(1) Vt Alignment - Existing.pdf PDF
Kittitas 5880(1) Hz Alignment - Driveway.pdf PDF
Dickey Creek Bridge - 16203_Teanaway_LoadRating_Final.pdf PDF
CompiledSWPPP_WA KITTITAS 5880signed.pdf PDF
GR15-21 Dickey Creek Bridge Replacement Geotech Recomendations Rev. 1.pdf PDF
Kittitas 5880(1) Subgrade Staking Notes.pdf PDF
Kittitas 5880(1) Superelevation Report - Realign.pdf PDF
waa-kittitas5880-Final Planset.pdf PDF
Dickey Creek Bridge - 1963 Bridge Plans.pdf PDF
DickeyCreekBridge_Scour_Memo.pdf PDF
Kittitas 5880(1) - Final XS.pdf PDF
Kittitas 5880(1) Slope Stakes Notes.pdf PDF
Kittitas 5880(1) Vt Alignment - Realign.pdf PDF
Kittitas 5880(1) Hz Alignment - Existing.pdf PDF
Kittitas 5880(1) Earthwork End Area Volume Report.pdf PDF
Additional physical data.zip ZIP file
IFB_69056722B000006_DickeyCrkBridge.pdf PDF
Dickey Creek Bridge - Repair As-Built.pdf PDF
Kittitas 5880(1) Hz Alignment - Realign.pdf PDF
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Text version

Vertical Alignment Review Report Report Created: Tuesday, March 22, 2022

Time: 9:39:03 AM

Project: 2D Design SurvFt Description:

File Name: c:\pw-work\d0456000\Kitt_5880(1)_ALI_Drive.dgn Last Revised: 3/22/2022 09:37:03

Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: EX_Drive Horizontal Description:

Horizontal Style: Alignment\Baseline - Alt 3

Vertical Alignment: Ex_Drive Vertical Description:

Vertical Style: Alignment\Baseline - Alt 3 Station Elevation

Element: Linear

START -0.004 2393.300

VPC 6.996 2393.055

Tangent Grade: -0.035

Tangent Length: 7.000

Element: Symmetrical Parabola

VPC 6.996 2393.055

VPI 16.996 2392.705

VPT 26.996 2393.669

VLP 12.324 2392.962

Length: 20.000 Entrance Grade: -0.035

Exit Grade: 0.096 r = 100 * (g2 - g1) / L: 65.688

K = l / (g2 - g1): 1.522 Middle Ordinate: 0.328

Element: Linear

VPT 26.996 2393.669

END 39.559 2394.880

Tangent Grade: 0.096 Tangent Length: 12.563

3/22/2022

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