Stoddard_HA_Report_20210510.pdf
PDF 161 KB Posted
- Attached to
- ID FS ERFO 2017(1)-29(1), Stoddard Bridge Federal contract opportunity
- Solicitation number
- 69056719B000031
About this file
This document contains horizontal alignment data and reports for a proposed trail, bridge, and north side trail project, as well as the corresponding federal contract opportunity solicitation. The horizontal alignment data listings provide stationing, northing, easting, element type, point of beginning, point of intersection, point of curvature, point of tangency, radius, delta, degree of curvature, length, tangent, chord, middle ordinate, external, radial direction, chord direction, and tangent direction details for the proposed south side trail, bridge, and north side trail alignments. The related federal contract opportunity solicitation number is 69056719B000031 for ID FS ERFO 2017(1)-29(1), Stoddard Bridge bid documents. The opportunity is issued by the Department of Transportation Federal Highway Administration to procure design and construction services for the Stoddard Bridge project.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidSum_Stoddard_5.3.2022.pdf | ||
| QA_04-29-2022.pdf | ||
| QA_04-28-2022.pdf | ||
| QA2_04-27-2022.pdf | ||
| Amendment 3_Stoddard Bridge.pdf | ||
| QA_04-27-2022.pdf | ||
| QA2_04-25-2022.pdf | ||
| Amendment 2_Stoddard Bridge.pdf | ||
| QA_04-25-2022.pdf | ||
| QA_04-19-2022.pdf | ||
| QA_04-18-2022.pdf | ||
| QA2_04-12-2022.pdf | ||
| Amendment 1_Stoddard Bridge.pdf | ||
| GR 06-21 ID FS ERFO 2017(1)-29(1) Final.pdf | ||
| ID USFS Stoddard Pack Suspension - 2010.pdf | ||
| FS ERFO 2017(1)-29(1)_XS_20210510.pdf | ||
| EW_Calc_Report_20210510.pdf | ||
| Stoddard Full Set - Plans - Signed.pdf | ||
| IFB_Stoddard Bridge.pdf | ||
| Stoddard_VA_Report_20210510.pdf | ||
| Stoddard_Bridge_ControlSheet.xlsx | XLSX spreadsheet | |
| Stoddard_Bridge_TSL_Hydraulics_Report.pdf |
Show all 22
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Text version
Horizontal Alignment Data Listing for
South Side Trail, Bridge, and North Side Trail for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
ID ERFO 2017(1)-29(1)
Stoddard Bridge
5/10/2021 Horizontal Alignment Review Report file://ampdxfil02/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/01_Civil Data/Trail HA Report.html 1/1
Horizontal Alignment Review Report Report Created: 5/10/2021
Time: 10:47am
Project: Stoddard Description:
File Name: R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\01_Civil Data\Stoddard.alg
Last Revised: Brain 5/10/2021 10:47:16 AM
Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.
Alignment Name: Trail Alignment Description:
Alignment Style: Default Station Northing Easting
Element: Linear
POB ( ) 30+00.00 1323457.0212 1484612.4612
PI ( ) 30+40.29 1323427.9308 1484640.3373
Tangential Direction: S 43°46'44" E
Tangential Length: 40.29
Element: Linear
PI ( ) 30+40.29 1323427.9308 1484640.3373
PI ( ) 30+58.16 1323411.7350 1484647.8903
Tangential Direction: S 25°00'08" E Tangential Length: 17.87
Element: Linear
PI ( ) 30+58.16 1323411.7350 1484647.8903
POE ( ) 30+94.00 1323382.5444 1484668.6838
Tangential Direction: S 35°27'49" E
Tangential Length: 35.84
South Side Trail (Abutment #1) file://ampdxfil02/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/01_Civil Data/Stoddard HA Report.html 1/2
Horizontal Alignment Review Report Report Created: 5/10/2021
Time: 10:43am
Project: Stoddard Description:
File Name: R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\01_Civil Data\Stoddard.alg
Last Revised: Brain 5/10/2021 10:40:32 AM
Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.
Alignment Name: Stoddard Alignment Description:
Alignment Style: Default Station Northing Easting
Element: Linear
POB ( ) 100+00.00 1323384.1720 1484582.8561
PC ( ) 104+48.89 1323573.8823 1484989.6912
Tangential Direction: N 65°00'00" E
Tangential Length: 448.89
Element: Circular
PC ( ) 104+48.89 1323573.8823 1484989.6912
PI ( ) 104+60.27 1323578.6892 1484999.9996
CC ( ) 1323546.6931 1485002.3697
PT ( ) 104+70.64 1323575.4536 1485010.9038
Radius: 30.00 Delta: 41°31'37" Right
Degree of Curvature (Arc): 190°59'09" Length: 21.74
Tangent: 11.37 Chord: 21.27
Middle Ordinate: 1.95 External: 2.08
Tangent Direction: N 65°00'00" E Radial Direction: S 25°00'00" E Chord Direction: N 85°45'49" E Radial Direction: S 16°31'37" W
Tangent Direction: S 73°28'23" E
Element: Linear
PT ( ) 104+70.64 1323575.4536 1485010.9038
PC ( ) 104+85.62 1323571.1904 1485025.2712
Tangential Direction: S 73°28'23" E
Tangential Length: 14.99
Element: Circular
PC ( ) 104+85.62 1323571.1904 1485025.2712
PI ( ) 106+10.77 1323535.5891 1485145.2512
CC ( ) 1323579.5310 1485027.7461
PT ( ) 105+11.75 1323587.4489 1485031.3512
Radius: 8.70 Delta: 172°02'49" Left
Degree of Curvature (Arc): 658°34'20" Length: 26.12
Tangent: 125.15
Bridge & North Side Trail (Abutment #2) file://ampdxfil02/Projects2/80498_WFLHD_IDIQ/20F000060_StoddardBridgeFinalDesign/CADD/Civil/01_Civil Data/Stoddard HA Report.html 2/2
Chord: 17.36 Middle Ordinate: 8.10
External: 116.75 Tangent Direction: S 73°28'23" E
Radial Direction: S 16°31'37" W Chord Direction: N 20°30'13" E Radial Direction: N 24°28'49" E
Tangent Direction: N 65°31'11" W
Element: Linear
PT ( ) 105+11.75 1323587.4489 1485031.3512
POE ( ) 105+49.89 1323603.2563 1484996.6332
Tangential Direction: N 65°31'11" W
Tangential Length: 38.15
File details come from the government source that posted it. Updated .