crla201801_control-points.xlsx

XLSX spreadsheet 41 KB Posted

Attached to
OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements
Solicitation number
69056723R000010
Issued by

About this file

This Excel file contains a Survey Control point list for the Cleetwood Trail project at Crater Lake National Park, Oregon. The document provides detailed geospatial data for 14 survey control points, including state plane coordinates, geographic coordinates, elevations, and point descriptions. Each point is marked with a 2" aluminum cap on a 5/8" rebar, with precise latitude and longitude measurements. The survey was conducted in October 2016, using the Oregon South State Plane Coordinate System (NAD83 2011) and NGVD29 vertical datum. The project is associated with NPS PMIS No. 264912 and NPS Drawing No. 186271, with coordinate measurements using International Foot units and a combined scale factor of 0.99959236.

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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:ORNote: If there is more than one project number, use <ALT><ENTER> to insert page break for additional lines.
Project:NPS CRLA 2018(1)
NPS PMIS /
Drawing No:NPS PMIS No. 264912

NPS Drwg. No. 186271

Designed by:NPS
Date:1/1904
Checked by:WFLHD Survey
Date:1/1904
First sheet #:D.11.0
Title block text:SURVEY CONTROL
Show Totals?TRUE
Data location:Page 1Worksheet found
Data begins in col:A
Min. rows/table53.0
Base sheet name:Sheet14rows w/dataOK - no spaces in data
Max. row/table4014data rowsWarnings:
40rows/table
PROJECT :Cleetwood Tral

DATE OF FIELD WORK : 10/2016

PROJECT UNITS :International Foot COORDINATE SYSTEM : Oregon south SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : NGVD29 based on USGS lake Level gauge 11492200

Sheet Names
Input the names of the worksheets in the order you would like the sheets numbered.
Worksheet NameSheetHeader rowSheet NumberNotes
SheetD.131OK
Sheet (2)UndefinedFALSE1
Sheet (3)UndefinedFALSE1
Sheet (4)UndefinedFALSE1
Sheet (5)UndefinedFALSE1
Sheet (6)UndefinedFALSE1
Sheet (7)UndefinedFALSE1
Sheet (8)UndefinedFALSE1
Sheet (9)UndefinedFALSE1
Sheet (10)UndefinedFALSE1
Sheet (11)UndefinedFALSE1
Sheet (12)UndefinedFALSE1
Sheet (13)UndefinedFALSE1
Sheet (14)UndefinedFALSE1
Sheet (15)UndefinedFALSE1
Sheet (16)UndefinedFALSE1
Sheet (17)UndefinedFALSE1
Sheet (18)UndefinedFALSE1
Sheet (19)UndefinedFALSE1
Sheet (20)UndefinedFALSE1
Total Sheets:10sheets missing

Revised: 15 June 2015

Sheet

Sheet Information
Sheet num:D.1Filename0
Sheet name:Sheetc:\pw-work\d0382103\[crla201801_Survey Control_D.01.xlsx]Sheet
Reference:Time
19-Nov-2024 11:47 AM
Begin Column:ABCDEFGHI

PROJECT :Cleetwood Tral

DATE OF FIELD WORK : 10/2016

PROJECT UNITS :International Foot COORDINATE SYSTEM : Oregon south SPCS NAD83 2011

STATE PLANE COORDINATESGEO COORDINATES
3.0POINT
NUMBERNORTHEASTELEVATIONLATITUDELONGITUDEDescriptionNOTE:
1482528.4764497684.7896823.93042°58'46.91143"N122°04'58.99566"W2" Alum cap on 5/8" Rebar1.To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by .99959236, the calculated average combined scale factor for project.
2482406.6914497516.2036775.55642°58'45.67714"N122°05'01.23238"W2" Alum cap on 5/8" Rebar
3482308.4404497457.1616700.61142°58'44.69575"N122°05'02.00157"W2" Alum cap on 5/8" Rebar
4482259.1384496880.4446622.71542°58'44.10101"N122°05'09.74653"W2" Alum cap on 5/8" Rebar
5482106.5624496508.0416548.97742°58'42.52442"N122°05'14.71686"W2" Alum cap on 5/8" Rebar
6481537.7464496002.2406429.05642°58'36.81180"N122°05'21.37519"W2" Alum cap on 5/8" Rebar
7481519.9854496007.1296415.55242°58'36.63731"N122°05'21.30489"W2" Alum cap on 5/8" Rebar
8481860.8674496490.4066380.22542°58'40.09453"N122°05'14.89141"W2" Alum cap on 5/8" Rebar
9481879.4324496677.4386367.35942°58'40.31290"N122°05'12.38040"W2" Alum cap on 5/8" Rebar
10481875.2754496770.1716324.97542°58'40.28919"N122°05'11.13200"W2" Alum cap on 5/8" Rebar
11481793.8724496658.6386276.62642°58'39.46435"N122°05'12.61147"W2" Alum cap on 5/8" Rebar
12481347.0804496192.8316182.80442°58'34.96443"N122°05'18.76296"W2" Alum cap on 5/8" Rebar
13481183.2864495971.8846193.47142°58'33.30533"N122°05'21.69300"W2" Alum cap on 5/8" Rebar
14481146.9774495986.9366192.32842°58'32.94954"N122°05'21.48128"W2" Alum cap on 5/8" Rebar
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000
00.0000.0000.000000

PROJECT :Cleetwood Tral

DATE OF FIELD WORK : 10/2016

PROJECT UNITS :International Foot COORDINATE SYSTEM : Oregon south SPCS NAD83 2011

STATE PLANE COORDINATESGEO COORDINATES
POINT
NUMBERNORTHEASTELEVATIONLATITUDELONGITUDEELLIPSOID
HEIGHTCOMBINED
FACTORDESCRIPTION
1482528.4764497684.7896823.93042°58'46.91143"N122°04'58.99566"WN/A0.999592362" Alum cap on 5/8" Rebar
2482406.6914497516.2036775.55642°58'45.67714"N122°05'01.23238"WN/A0.999592362" Alum cap on 5/8" Rebar
3482308.4404497457.1616700.61142°58'44.69575"N122°05'02.00157"WN/A0.999592362" Alum cap on 5/8" Rebar
4482259.1384496880.4446622.71542°58'44.10101"N122°05'09.74653"WN/A0.999592362" Alum cap on 5/8" Rebar
5482106.5624496508.0416548.97742°58'42.52442"N122°05'14.71686"WN/A0.999592362" Alum cap on 5/8" Rebar
6481537.7464496002.2406429.05642°58'36.81180"N122°05'21.37519"WN/A0.999592362" Alum cap on 5/8" Rebar
7481519.9854496007.1296415.55242°58'36.63731"N122°05'21.30489"WN/A0.999592362" Alum cap on 5/8" Rebar
8481860.8674496490.4066380.22542°58'40.09453"N122°05'14.89141"WN/A0.999592362" Alum cap on 5/8" Rebar
9481879.4324496677.4386367.35942°58'40.31290"N122°05'12.38040"WN/A0.999592362" Alum cap on 5/8" Rebar
10481875.2754496770.1716324.97542°58'40.28919"N122°05'11.13200"WN/A0.999592362" Alum cap on 5/8" Rebar
11481793.8724496658.6386276.62642°58'39.46435"N122°05'12.61147"WN/A0.999592362" Alum cap on 5/8" Rebar
12481347.0804496192.8316182.80442°58'34.96443"N122°05'18.76296"WN/A0.999592362" Alum cap on 5/8" Rebar
13481183.2864495971.8846193.47142°58'33.30533"N122°05'21.69300"WN/A0.999592362" Alum cap on 5/8" Rebar
14481146.9774495986.9366192.32842°58'32.94954"N122°05'21.48128"WN/A0.999592362" Alum cap on 5/8" Rebar

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