Stoddard_Bridge_ControlSheet.xlsx
XLSX spreadsheet 39 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 survey control point data and related details for the Stoddard Bridge project. The file provides state plane and geographic coordinates, elevations, and descriptions for five survey control points used to establish horizontal and vertical control for the project. It also lists the federal solicitation number and project name for the Stoddard Bridge ID FS ERFO 2017(1)-29(1) opportunity through the Department of Transportation Federal Highway Administration. The survey control data sheet is intended to transfer point information from an Excel source file to plan sheets for the 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 | ||
| QA_04-27-2022.pdf | ||
| Amendment 3_Stoddard Bridge.pdf | ||
| QA2_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 | ||
| Amendment 1_Stoddard Bridge.pdf | ||
| QA2_04-12-2022.pdf | ||
| GR 06-21 ID FS ERFO 2017(1)-29(1) Final.pdf | ||
| Stoddard_Bridge_TSL_Hydraulics_Report.pdf | ||
| Stoddard_VA_Report_20210510.pdf | ||
| EW_Calc_Report_20210510.pdf | ||
| Stoddard_HA_Report_20210510.pdf | ||
| Stoddard Full Set - Plans - Signed.pdf | ||
| IFB_Stoddard Bridge.pdf | ||
| ID USFS Stoddard Pack Suspension - 2010.pdf | ||
| FS ERFO 2017(1)-29(1)_XS_20210510.pdf |
Show all 22
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Text version
Information
| Information | |
| 1. | This file transfers the Survey Control point list (in Excel format) to an Excel plan sheet. Open the point list files in Excel. Select the tab at the bottom of the worksheet and drag it to this spreadsheet. It will become a new tab. Place the name of this tab in the "Data Location" block below. The Survey Control point list will appear. |
| 2. | If extra sheets are needed, copy the original plan sheet by holding the left mouse button on the worksheet's tab (below) and hold the <CTRL>key. A mini sheet with a plus sign should appear. Drag this and drop it to the desired location. |
| Common Sheet Information | |||
| Insert the following values. They will appear on every sheet. | |||
| State: | ID | Note: If there is more than one project number, use <ALT><ENTER> to insert page break for additional lines. | |
| Project: | FS ERFO 2017(1)-29(1) | ||
| NPS PMIS / |
Drawing No:
| Designed by: | WFLHD Survey | |||
| Date: | 1/1904 | |||
| Checked by: | WFLHD Survey | |||
| Date: | 1/1904 | |||
| First sheet #: | D.5 | 1.0 | ||
| Title block text: | SURVEY CONTROL | |||
| Show Totals? | TRUE | |||
| Data location: | Page 1 | Worksheet found | ||
| Data begins in col: | A | |||
| Min. rows/table | 5 | 3.0 | ||
| Base sheet name: | Sheet | 5 | rows w/data | OK - no spaces in data |
| Max. row/table | 40 | 5 | data rows | Warnings: |
| 40 | rows/table | |||
| PROJECT : Stoddard Bridge |
DATE OF FIELD WORK : May 2018 DATE OF FINAL ADJUSTMENT : May 2018
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM :Idaho Central SPCS NAD83 2011
EPOCH DATE : 2010.0000
VERTICAL DATUM :Orthometric Elevations based on the NAVD88 GEOID12b
| Sheet Names | |||||
| Input the names of the worksheets in the order you would like the sheets numbered. | |||||
| Worksheet Name | Sheet | Header row | Sheet Number | Notes | |
| Sheet | D.5 | 3 | 5 | OK | |
| Sheet (2) | Undefined | FALSE | 5 | ||
| Sheet (3) | Undefined | FALSE | 5 | ||
| Sheet (4) | Undefined | FALSE | 5 | ||
| Sheet (5) | Undefined | FALSE | 5 | ||
| Sheet (6) | Undefined | FALSE | 5 | ||
| Sheet (7) | Undefined | FALSE | 5 | ||
| Sheet (8) | Undefined | FALSE | 5 | ||
| Sheet (9) | Undefined | FALSE | 5 | ||
| Sheet (10) | Undefined | FALSE | 5 | ||
| Sheet (11) | Undefined | FALSE | 5 | ||
| Sheet (12) | Undefined | FALSE | 5 | ||
| Sheet (13) | Undefined | FALSE | 5 | ||
| Sheet (14) | Undefined | FALSE | 5 | ||
| Sheet (15) | Undefined | FALSE | 5 | ||
| Sheet (16) | Undefined | FALSE | 5 | ||
| Sheet (17) | Undefined | FALSE | 5 | ||
| Sheet (18) | Undefined | FALSE | 5 | ||
| Sheet (19) | Undefined | FALSE | 5 | ||
| Sheet (20) | Undefined | FALSE | 5 | ||
| Total Sheets: | 1 | 0 | sheets missing |
Revised: 15 June 2015
Sheet
| Sheet Information | ||||||||||||
| Sheet num: | D.5 | Filename | 0 | |||||||||
| Sheet name: | Sheet | C:\MyFiles\Projects\Idaho\Stoddard_Bridge\Control\[Stoddard_Bridge_ControlSheet.xlsx]Sheet | ||||||||||
| Reference: | Time | |||||||||||
| 8-Aug-2019 2:35 PM | ||||||||||||
| Begin Column: | A | B | C | D | E | F | G | H | I |
PROJECT : Stoddard Bridge DATE OF FIELD WORK : May 2018 DATE OF FINAL ADJUSTMENT : May 2018 PROJECT UNITS : US SURVEY FOOT COORDINATE SYSTEM :Idaho Central SPCS NAD83 2011
| STATE PLANE COORDINATES | GEO COORDINATES | ||||||||||||||
| 3.0 | POINT | ||||||||||||||
| NUMBER | NORTH | EAST | ELEVATION | LATITUDE | LONGITUDE | ELLIPSOID | |||||||||
| HEIGHT | COMBINED | ||||||||||||||
| FACTOR | DESCRIPTION | NOTE: | |||||||||||||
| SPB1 | 1323735.159 | 1484847.739 | 3074.538 | 45°17'48.579872"N | 114°36'16.375910"W | 3028.9339 | 0.99983031 | 5/8" IR w/FHWA Alum Cap | 1. | To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points. | |||||
| SPB2 | 1323571.286 | 1485038.610 | 3042.065 | 45°17'46.976060"N | 114°36'13.688635"W | 2996.4643 | 0.99983179 | 5/8" IR w/FHWA Alum Cap | |||||||
| SPB3 | 1323688.426 | 1484961.659 | 3081.493 | 45°17'48.126902"N | 114°36'14.777372"W | 3035.8894 | 0.99982993 | 5/8" IR w/FHWA Alum Cap | |||||||
| SPB4 | 1323232.170 | 1485090.399 | 3029.140 | 45°17'43.631740"N | 114°36'12.928645"W | 2983.5395 | 0.99983239 | 5/8" IR w/FHWA Alum Cap | |||||||
| SPB5 | 1323435.001 | 1484594.656 | 3064.475 | 45°17'45.597615"N | 114°36'19.884740"W | 3018.8745 | 0.99983088 | 5/8" IR w/FHWA Alum Cap | |||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | |||||||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 |
PROJECT : Stoddard Bridge DATE OF FIELD WORK : May 2018 DATE OF FINAL ADJUSTMENT : May 2018
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM :Idaho Central SPCS NAD83 2011
| STATE PLANE COORDINATES | GEO COORDINATES | ||||||||
| POINT | |||||||||
| NUMBER | NORTH | EAST | ELEVATION | LATITUDE | LONGITUDE | ELLIPSOID | |||
| HEIGHT | COMBINED | ||||||||
| FACTOR | DESCRIPTION | ||||||||
| SPB1 | 1323735.159 | 1484847.739 | 3074.538 | 45°17'48.579872"N | 114°36'16.375910"W | 3028.934 | 0.99983031 | 5/8" IR w/FHWA Alum Cap | |
| SPB2 | 1323571.286 | 1485038.610 | 3042.065 | 45°17'46.976060"N | 114°36'13.688635"W | 2996.464 | 0.99983179 | 5/8" IR w/FHWA Alum Cap | |
| SPB3 | 1323688.426 | 1484961.659 | 3081.493 | 45°17'48.126902"N | 114°36'14.777372"W | 3035.889 | 0.99982993 | 5/8" IR w/FHWA Alum Cap | |
| SPB4 | 1323232.170 | 1485090.399 | 3029.140 | 45°17'43.631740"N | 114°36'12.928645"W | 2983.540 | 0.99983239 | 5/8" IR w/FHWA Alum Cap | |
| SPB5 | 1323435.001 | 1484594.656 | 3064.475 | 45°17'45.597615"N | 114°36'19.884740"W | 3018.875 | 0.99983088 | 5/8" IR w/FHWA Alum Cap |
File details come from the government source that posted it. Updated .