mt-d-malm202301_DAR2023(1)_control-point.xlsx
XLSX spreadsheet 41 KB Posted
- Attached to
- MT DAR MALM 2023(1) Defense Access Roads FY 2023
- Solicitation number
- 69056723B000007
About this file
This document contains a survey control point list and plan sheets for a federal Defense Access Roads project in Montana. Key details include the project name and number as MT DAR MALM 2023(1), field work dates of July 2022 and final adjustment date of August 2022. The survey control point list provides state plane coordinates, elevations, latitude and longitude, and ellipsoid heights for 16 control points along with their descriptions. The plan sheets layout follows the standard format including title blocks, notes, and control point data displayed across 16 numbered sheets.
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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: | MT | Note: If there is more than one project number, use <ALT><ENTER> to insert page break for additional lines. | |
| Project: | MALM 2023(1) | ||
| NPS PMIS / |
Drawing No:
| Designed by: | S. Markwardt | |||
| Date: | 1/1904 | |||
| Checked by: | N. Bell | |||
| Date: | 1/1904 | |||
| First sheet #: | D.16 | 1.0 | ||
| Title block text: | K-03 ROAD 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 : DEFENSE ACCESS ROADS FY 2023 |
DATE OF FIELD WORK : JULY 2022
DATE OF FINAL ADJUSTMENT : AUGUST 2022
PROJECT UNITS : INTERNATIONAL FOOT
COORDINATE SYSTEM : SPCS NAD83(2011); MT ZONE 2500
VERTICAL DATUM : NAVD88 BASED ON GEOID 18
| 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.16 | 3 | 16 | OK | |
| Sheet (2) | Undefined | FALSE | 16 | ||
| Sheet (3) | Undefined | FALSE | 16 | ||
| Sheet (4) | Undefined | FALSE | 16 | ||
| Sheet (5) | Undefined | FALSE | 16 | ||
| Sheet (6) | Undefined | FALSE | 16 | ||
| Sheet (7) | Undefined | FALSE | 16 | ||
| Sheet (8) | Undefined | FALSE | 16 | ||
| Sheet (9) | Undefined | FALSE | 16 | ||
| Sheet (10) | Undefined | FALSE | 16 | ||
| Sheet (11) | Undefined | FALSE | 16 | ||
| Sheet (12) | Undefined | FALSE | 16 | ||
| Sheet (13) | Undefined | FALSE | 16 | ||
| Sheet (14) | Undefined | FALSE | 16 | ||
| Sheet (15) | Undefined | FALSE | 16 | ||
| Sheet (16) | Undefined | FALSE | 16 | ||
| Sheet (17) | Undefined | FALSE | 16 | ||
| Sheet (18) | Undefined | FALSE | 16 | ||
| Sheet (19) | Undefined | FALSE | 16 | ||
| Sheet (20) | Undefined | FALSE | 16 | ||
| Total Sheets: | 1 | 0 | sheets missing |
Revised: 15 June 2015
Sheet
| Sheet Information | ||||||||||||
| Sheet num: | D.16 | Filename | ERROR:#REF! | |||||||||
| Sheet name: | Sheet | F:\highways\FHWA\22500007_mt-d-malm202301_DAR2023\Submittals\Grade Raise\[mt-d-malm202301_DAR2023(1)_control-point.xlsx]Sheet | ||||||||||
| Reference: | Time | |||||||||||
| 24-Mar-2023 9:21 AM | ||||||||||||
| Begin Column: | A | B | C | D | E | F | G | H | I |
PROJECT : DEFENSE ACCESS ROADS FY 2023
DATE OF FIELD WORK : JULY 2022
DATE OF FINAL ADJUSTMENT : AUGUST 2022 PROJECT UNITS : INTERNATIONAL FOOT
| STATE PLANE COORDINATES | GEO COORDINATES | DESCRIPTION | ||||||
| 3.0 | POINT | |||||||
| NUMBER | NORTH | EAST | ELEVATION | LATITUDE | LONGITUDE | ELLIPSOID | ||
| HEIGHT | COMBINED |
FACTOR
| 1 | 816754.062 | 1908726.892 | 4381.289 | 46° 29' 24.08323" | -109° 44' 14.80965" | 4342.206 | 0.9992266365 | Set RPA RPC 30 ft N of road CL (Lower Nihill Rd) and 1.4 mi E of HWY 191 |
| 2 | 816758.615 | 1906656.889 | 4411.355 | 46° 29' 24.06514" | -109° 44' 44.41062" | 4372.300 | 0.9992252008 | Set RPA RPC 29 ft N of road CL (Lower Nihill Rd) and 140 ft W of wooden corral |
| 3 | 816763.254 | 1905210.263 | 4421.039 | 46° 29' 24.06562" | -109° 45' 05.09741" | 4382.003 | 0.9992247376 | Set RPA RPC 29 ft N of road CL (Lower Nihill Rd) and 0.7 mi E of HWY 191 |
| 4 | 816763.445 | 1903180.460 | 4419.762 | 46° 29' 24.00212" | -109° 45' 34.12331" | 4380.753 | 0.999224800 | Set RPA RPC 28 ft N of road CL (Lower Nihill Rd) and 0.3 mi E of HWY 191 |
| V295 | 816787.000 | 1901412.078 | 4400.013 | 46° 29' 24.17612" | -109° 45' 59.41207" | 4361.027 | 0.999225734 | Found Benchmark. See NGS Datasheet for V295. |
| 0 | 0.000 | 0.000 | 0.000 | 0 | 0 | 0 | ||
| 0 | 0.000 | 0.000 | 0.000 | 0 | NOTE: | |||
| 0 | 0.000 | 0.000 | 0.000 | 0 | 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. | ||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 0 | ||||
| 0 | 0.000 | 0.000 | 0.000 | 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 : DEFENSE ACCESS ROADS FY 2023
DATE OF FIELD WORK : JULY 2022
DATE OF FINAL ADJUSTMENT : AUGUST 2022
PROJECT UNITS : INTERNATIONAL FOOT
| STATE PLANE COORDINATES | GEO COORDINATES | ||||||||
| POINT | |||||||||
| NUMBER | NORTH | EAST | ELEVATION | LATITUDE | LONGITUDE | ELLIPSOID | |||
| HEIGHT | COMBINED | ||||||||
| FACTOR | DESCRIPTION | ||||||||
| 1 | 816754.062 | 1908726.892 | 4381.289 | 46° 29' 24.08323" | -109° 44' 14.80965" | 4342.21 | 0.99922664 | Set RPA RPC 30 ft N of road CL (Lower Nihill Rd) and 1.4 mi E of HWY 191 | |
| 2 | 816758.615 | 1906656.889 | 4411.355 | 46° 29' 24.06514" | -109° 44' 44.41062" | 4372.30 | 0.99922520 | Set RPA RPC 29 ft N of road CL (Lower Nihill Rd) and 140 ft W of wooden corral | |
| 3 | 816763.254 | 1905210.263 | 4421.039 | 46° 29' 24.06562" | -109° 45' 05.09741" | 4382.00 | 0.99922474 | Set RPA RPC 29 ft N of road CL (Lower Nihill Rd) and 0.7 mi E of HWY 191 | |
| 4 | 816763.445 | 1903180.460 | 4419.762 | 46° 29' 24.00212" | -109° 45' 34.12331" | 4380.75 | 0.99922480 | Set RPA RPC 28 ft N of road CL (Lower Nihill Rd) and 0.3 mi E of HWY 191 | |
| V295 | 816787.000 | 1901412.078 | 4400.013 | 46° 29' 24.17612" | -109° 45' 59.41207" | 4361.03 | 0.99922573 | Found Benchmark. See NGS Datasheet for V295. |
File details come from the government source that posted it. Updated .