About this file

This document contains a federal contract opportunity and related survey control sheet for a project with the National Park Service in Denali Borough, Alaska. The contract opportunity involves repairing two bridges on the Denali Park Road at mileposts 23 and 61, replacing a concrete box culvert at milepost 52, and conducting rockfall mitigation including scaling, installing dowels and bolts at milepost 52.9. The total project length is 0.3 miles. The tentative completion date is fall 2020. The estimated price range for the work is $2 million to $3 million. The control sheet provides state plane and geospatial coordinates and elevations for survey control points related to the project.

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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:AKNote: If there is more than one project number, use <ALT><ENTER> to insert page break for additional lines.
Project:NPS DENA 10(47)&10(48)
NPS PMIS /

Drawing No:

Designed by:WFLHD Survey
Date:1/1904
Checked by:WFLHD Survey
Date:1/1904
First sheet #:D.51.0
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:Sheet6rows w/dataOK - no spaces in data
Max. row/table406data rowsWarnings:
40rows/table
PROJECT : Culvert Replacement MP52 rockfall mitigation MP 52.9

PROJECT UNITS : US Survey Foot

COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 (2011) VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

EPOCH DATE : 2010.000

Sheet Names
Input the names of the worksheets in the order you would like the sheets numbered.
Worksheet NameSheetHeader rowSheet NumberNotes
SheetD.535OK
Sheet (2)UndefinedFALSE5
Sheet (3)UndefinedFALSE5
Sheet (4)UndefinedFALSE5
Sheet (5)UndefinedFALSE5
Sheet (6)UndefinedFALSE5
Sheet (7)UndefinedFALSE5
Sheet (8)UndefinedFALSE5
Sheet (9)UndefinedFALSE5
Sheet (10)UndefinedFALSE5
Sheet (11)UndefinedFALSE5
Sheet (12)UndefinedFALSE5
Sheet (13)UndefinedFALSE5
Sheet (14)UndefinedFALSE5
Sheet (15)UndefinedFALSE5
Sheet (16)UndefinedFALSE5
Sheet (17)UndefinedFALSE5
Sheet (18)UndefinedFALSE5
Sheet (19)UndefinedFALSE5
Sheet (20)UndefinedFALSE5
Total Sheets:10sheets missing

Revised: 15 June 2015

Sheet

Sheet Information
Sheet num:D.5Filename0
Sheet name:SheetC:\MyFiles\Projects_2021\Alaska\Bugstuffer\[AK_NPS_DENA_10(48)_controlsheet.xlsx]Sheet
Reference:Time
28-Jan-2021 8:44 AM
Begin Column:ABCDEFGHI

PROJECT : Culvert Replacement MP52 rockfall mitigation MP 52.9 PROJECT UNITS : US Survey Foot COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 (2011)

STATE PLANE COORDINATESGEO COORDINATES
3.0POINT
NUMBERNORTHEASTELEVATIONLATITUDELONGITUDEELLIPSOID
HEIGHTCOMBINED
FACTORDESCRIPTIONNOTE:
70013476913.0291641257.7293249.83963°30'53.928784"N149°59'41.458221"W3297.27680.9997428101.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.
90013476777.2241641447.5513243.08163°30'52.591652"N149°59'37.273753"W3290.5220.999743130
BUG13475849.0841643747.2833320.37763°30'43.449628"N149°58'46.581809"W3367.85040.999739465/8" IR w/fhwa alum cap
BUG23475975.2101643428.9283295.38463°30'44.692258"N149°58'53.598651"W3342.85460.999740655/8" IR w/fhwa alum cap
STONY3455943.2281603386.8043935.48363°27'26.841808"N150°13'34.710259"W3982.81920.99971175/8" IR w/fhwa alum cap
Y1253474436.9391632261.2833162.04763°30'29.521317"N150°02'59.748262"W3209.47170.99974707Brass Cap
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
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 : Culvert Replacement MP52 rockfall mitigation MP 52.9 PROJECT UNITS : US Survey Foot

COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 (2011)

STATE PLANE COORDINATESGEO COORDINATES
POINT
NUMBERNORTHEASTELEVATIONLATITUDELONGITUDEELLIPSOID
HEIGHTCOMBINED
FACTORDESCRIPTION
70013476913.0291641257.7293249.83963°30'53.928784"N149°59'41.458221"W3297.2770.99974281
90013476777.2241641447.5513243.08163°30'52.591652"N149°59'37.273753"W3290.5220.99974313
BUG13475849.0841643747.2833320.37763°30'43.449628"N149°58'46.581809"W3367.8500.999739465/8" IR w/fhwa alum cap
BUG23475975.2101643428.9283295.38463°30'44.692258"N149°58'53.598651"W3342.8550.999740655/8" IR w/fhwa alum cap
STONY3455943.2281603386.8043935.48363°27'26.841808"N150°13'34.710259"W3982.8190.999711705/8" IR w/fhwa alum cap
Y1253474436.9391632261.2833162.04763°30'29.521317"N150°02'59.748262"W3209.4720.99974707Brass Cap

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