HomeMy Public PortalAboutResolution 12-10 Digital Data Submission Standards Policy and Code AmendmentsRESOLUTION NO. 12-10
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MCCALL, IDAHO
RELATING TO A DIGITAL DATA SUBMISSION STANDARDS POLICY, AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, The City of McCall staff developed digital drawing submittal format and data
standards to establish uniform requirements for all digital drawing submissions and to streamline
the integration of the digital information into the City's Engineering and Geographic Information
Systems (GIS) datasets; and
WHEREAS, the criteria will establish a standard protocol for the collection of survey data that
has been peer reviewed; and
WHEREAS, through use of City wide network of monuments for survey control, on State Plane
grid, known as the McCall Control Point Network (MCPN) and a ground based network known
as the McCall Modified Grid Control Point Network (MMGCPN) or also known as the "McCall
Grid", all survey data and resulting documentation will originate from control networks that have
been created and reviewed by the local surveying community; and
WHEREAS, the digital data submission standards will be beneficial to the local surveyors,
engineers and general public; and
WHEREAS, the data submitted to the City using these standards will be used to improve the
accuracy of City-wide datasets containing information such as property boundaries, utility
infrastructure, topography, land use, etc; and
WHEREAS, the data submitted to the City using these standards will be made available to the
public for use in future planning, development, and general documentation purposes; and
WHEREAS, at the March 22, 2012 City Council Meeting, the City Engineer and GIS Analyst
presented information on digital data submission standards to the City Council; and
WHEREAS, on April 3, 2012 the Policy and draft Ordinance were recommended for approval by
the McCall Area Planning and Zoning Commission; and
WHEREAS, the Digital Data Submission Standard Policy will update and replace the GIS
Digital Submission Standards; and
WHEREAS, on May 10, 2012 a properly noticed public hearing was held during the McCall
City Council Meeting to amend the McCall City Code in various sections of Title 2 (Building
Regulations), Title 3 (the Zoning Code), and Title 9 (the Subdivision Code), in order to fully
implement the Digital Data Submission Standards Policy .
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE CITY
OF MCCALL, Valley County, Idaho that:
Page 1 of 3
Resolution 12-10 Digital Data Submission Standards Policy
May 24, 2012
Section 1: The McCall City Council hereby adopts The Digital Data Submission Standard
Policy, a copy of which is attached as Exhibit A, and incorporated herein by this reference.
Section 2: The City has developed the Digital Data Submission Standard Policy to establish
uniform requirements for all digital drawing submissions and to streamline the integration of the
digital information into the City's Engineering and Geographic Information Systems (GIS)
datasets.
Section 3: Any changes to The Digital Data Submission Standard Policy in sections I-V shall
only be updated by Council action.
Section 4: Due to the fluidity of the content, any changes to The Digital Data Submission
Standard Policy in sections VI-VIII may be updated by City Staff without Council action. Most
of the content in sections VI-VIII that staff may change contains information that pertains to
processes necessary to change data formats which change with the changes in software and
hardware used in the digital data field. The attachments section will change due to the addition of
control points to the City network.
Section 5: This resolution shall be in full force and effect upon its passage and approval.
PASSED AND APPROVED BY THE COUNCIL AND MAYOR OF THE CITY OF MCCALL
THIS 24 DAY OF MAY 2012.
CITY OF MCCALL
Valley County, Idaho
Donald C. Bailey, Mayor
ATTEST:
BessieJo Wagner, City Clerk
Resolution 12-10 Digital Data Submission Standards Policy
May 24, 2012
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EXHIBIT A
Surveying and Engineering Consultants
Digital Data Submission Standards
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Resolution 12-10 Digital Data Submission Standards Policy
May 24, 2012
City of McCall
Surveying and Engineering Consultants
Digital Data Submission Standards
May 17, 2012
City Council Approval: May 24, 2012 and Resolution No.12-10
Valley County Board of Commissioners Approval: Date and Ord. No.
Table of Contents
I. Definition and Direction
II. Purpose
III. Requirements
IV. Data Standards
V. Drawing Standards
VI. Guidance For Preparing your Data
VII. Densification of McCall Control Points
VIII. Attachments
A. Control point Map
B. McCall Survey Control Point Network Database
C. Example OPUS Solution Sheet
D. Control Point Description Sheets
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I. Definition and Direction
The City of McCall has developed the digital drawing submittal format and data standards
contained in this document. The standards were developed to establish uniform requirements
for all digital drawing submissions and to streamline the integration of this digital information
into the City's Engineering and Geographic Information Systems (GIS) datasets. Additionally,
these criteria establish a standard protocol for the collection of survey data using a peer
reviewed, City wide network of monuments for survey control on State Plane grid, known as
the McCall Control Point Network (MCPN) and a ground based network known as the McCall
Modified Grid Control Point Network (MMGCPN), also known as the McCall Grid. Through use
of these networks all survey data and resulting documentation (plats, surveys, engineering
plans, etc) will originate from control networks that have been created and reviewed by the
local surveying community.
The City intends for these standards to be mutually beneficial to the local surveyors, engineers
and general public. As we continue to densify our control network, we hope users will find it
most beneficial for current and upcoming projects within the City and the Area of City Impact.
Finally, data submitted to the City using these standards will be used to improve the accuracy of
City-wide datasets containing information such as property boundaries, utility infrastructure,
topography, land use, etc. Ultimately, this information will be made available to the public for
use in future planning, development and general documentation purposes.
II. Purpose
A. To establish a baseline where all survey and engineering work within the City and the
McCall Area of City Impact should begin.
B. To integrate the digital data of all new projects into the city GIS and engineering
database.
C. To establish the McCall Control Point Network (MCPN) — a State Plane Coordinate
system and a modified State Plane Coordinate system, the McCall Modified Grid Control
Point Network (MMGCPN) also known as the McCall Grid. For tying all ground based
surveying and engineering measurements in the City.
D. To provide a protocol for converting ground based engineering and survey data to the
State Plane grid and vise versa, when necessary.
E. To integrate the engineering design, plan production and as -built information for all
new projects into a format that is readily usable by the City Engineer and GIS Analyst.
F. To improve the accuracy and extent of GIS data with a long view towards inclusion in a
county and state wide system.
G. To provide a protocol for the expansion of the McCall Modified Control Point Network
monument database, and a structure for the submission of new control points.
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H. To provide local surveyors and engineers CAD drawings to us as a starting point for their
drawings
I. To provide local surveyors point descriptions sheets and a data base of points to help
initiate local surveys.
This document and the data contained within it have been approved by the McCall City Council,
City Engineer and City GIS Analyst, the Valley County Commissioners, and the Valley County
Surveyor.
III. Requirements
As of16 March 2006, each subdivision plat(s) or subdivision map(s) delivered to the City of
McCall as required by policy and established by ordinance will be delivered digitally, in addition
to a paper copy with ROS applications, or Final Subdivision plat applications.
A. Digital submittals that do not conform to the guidelines or digital files that are not
readable by the City of McCall GIS or City Engineer will need to be re -submitted.
B. Submission timelines are established in relevant City of McCall Code Sections. If no
timeline has been established in relevant code, the Project Engineer or Surveyor has 30
days from the completion of the project to submit the required Digital Data to the City
of McCall.
C. Ground Based Engineering Data shall be submitted to the City Engineer located in the
Public Works Building.
D. Grid Based GIS Data shall be submitted to the GIS Analyst located in City Hall.
E. Failure to comply with these requirements may result in the following:
1. Delay in final acceptance/approval of public and private infrastructure which
may impact the release of financial guarantees
2. Delay in final project approval which may result in the suspension of issuing
building, occupancy or other City permits pertaining to the subject property or
project area.
Digital File Specifications
The following are the required specifications for digital file submission:
A. Digital files should be submitted in DXF, DWG, GIS shape file, or Geodatabase format.
This digital format drawing shall be only the line work and data legend. Please exclude
any title blocks, borders and backgrounds.
B. A scanned conformed copy of the recorded plat or survey shall also be submitted at
scale in Adobe 'rod' format.
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C. This data must be provided on standard transfer media or by electronic transfer (CD-
ROM or DVD or E-mail attachment). The submitted transfer media shall be labeled with:
1. The project name (subdivision name, or accepted job name, etc.),
2. filing date,
3. registered land surveyor or professional engineer's name, and
4. any other established project identifier.
D. Any digital submittal will convey rights to the City of McCall for use within the City
Engineer's and City GIS offices. Acceptance of digital data by the City of McCall absolves
the surveyor or engineer of any additional liability related to the electronic submittal.
E. The City of McCall reserves the right to modify these standards to insure that digital
submittals are compatible with the City's system.
Digital Files That Fall Under This Criteria
Survey Submissions (Plats; ROS; Easements; etc):
All applicants for new subdivisions, condominium and townhouse plats, all new Records of
Survey, and all new easement exhibits which are submitted under the City Record of Survey
application, or other City mandated procedure, must submit a version of the drawings in a CAD
drawing file or GIS compatible shapefile. A scanned conformed copy of the plat or survey shall
also be submitted, at scale, in Adobe .pdf format. See Sections IV and V, Data and Drawing
Standards for additional file requirements.
Engineering Submissions (civil design plans):
All new engineering designs for projects within the city must include during the engineering review
process a CAD drawing file of proposed water, sewer and stormwater infrastructure tied to the McCall
Survey Control Point Network. This file will be used to project water and wastewater flow rates to
better understand system capacity issues that may affect the preliminary conditions of approval for a
project. Upon completion of construction, and prior to final engineering approval/acceptance of any
new project within the City, the project engineer must submit a final "as -built" CAD drawing file tied to
the City's Control Network and in accordance with the standards described herein. See Sections IV and
V, Data and Drawing Standards for additional file requirements.
IV. Data Standards
Survey Submissions (Plats, ROS, Easement, etc.):
All submissions must show ties to a minimum of two McCall Survey Control Point Network
monuments as listed in the McCall Survey Control Point Data table and subsequent Point
Description sheets.
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All submissions must clearly state the horizontal and vertical datum from which the project
coordinates are derived. If derived from GPS measurements, the submissions must also note
the geoid model and epoch. All data must be in the McCall Modified Grid Control Point Network
(Ground - Engineering) as well as in a digital file on Idaho State Plane West (1103) NAD83 (Grid -
GIS).
All Project elevations should correspond to elevations established in the (MMGCPN).
Submissions shall show all property, boundary line, and right of way information on a single
layer named 'Property'. They shall show all tie lines to city control on a single layer named
'Ties.' See Section IV, Drawing Standards for additional drawing requirements.
Engineering Submissions (Civil design plans):
All submissions must show horizontal and vertical ties to a minimum of two McCall Modified
Control Point Network monuments as listed in the McCall Modified Control Point Data table
and subsequent Point Description Sheets.
All submissions must clearly state the horizontal and vertical datum from which the project
coordinates are derived. If derived from GPS measurements, the submission must also note the
geoid model and epoch. All data must be in the McCall Modified Grid Control Point Network
(Ground - Engineer) as well as in a digital file on Idaho State Plane West (1103) NAD83 (Grid -
GIS).
All Project elevations should correspond to elevations established in the (MMGCPN).
Submissions shall show all data utilizing "The National Engineering Standard Symbols and
Layers."
Electronic engineering files shall contain all site information including: all property boundaries,
Rights of Way, easements, and natural features (wetlands, rock outcroppings, etc.); all utility
infrastructure (water, wastewater, stormwater, electrical, telecommunications, etc.); final site
grading information (for roadways, sidewalks, pathways and new or proposed building
locations); and any additional information that may be unique to the project. See Section IV,
Drawing Standards for additional drawing requirements.
V. Drawing Standards
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A. Two sets of drawings are required at the time of submittal: the first on State Plane ID
West (Grid) and the second on the McCall Modified (Ground). This is the case for both
Engineering and Surveying drawings.
B. All drawings will be constructed in the Idaho State Plane West Coordinate System in feet
using the NAD83 Datum and as in the State Plat and Record of survey Code.
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C. All drawings must include elevational data at ground and should correspond to
elevations established in the MMGCPN.
D. Digital linework must be topologically clean. Lines must be geometrically continuous and
boundaries must be geometrically closed with no "undershoots" or "dangles" where
boundaries intersect. The digital linework must not include "sliver polygons" (gaps or
overlaps between properties). All traverse features will be "snapped" closed at
intersections. Essentially, the digital version of the map must be of a high precision so
that it can be easily converted to a GIS format.
E. All features should be closed polygons (polylines) or annotation (text) with the
exception of benchmarks, which are point features, and road centerlines, which are line
features.
VI. Guidance for Preparing Your Data for Submission to the City Of McCall for
Review
McCall Modified State Plane Coordinates (McCall Grid): For simplicity, the McCall Survey
Control Point Network, based upon State Plane Coordinates (NAD83, NAVD88, Geoid03,
Epoch02, US survey feet, with ground elevations), has been modified to a Ground based
network. This initial modification has been made by applying an averaged Combined Factor (CF)
of 1.000302 to State Plane Coordinates and scaling them from the origin of the McCall Grid,
which is 2,536,000 East and 1,190,000 North. State Plane Grid Azimuth and Orthometric
elevations will be retained, as the basis of bearings and the elevational datum.
Plat and survey submissions will be rotated, translated, and elevated to their correct position
on the McCall Grid (modified state plane) through the required horizontal and vertical ties to
two control monuments. In this manner they can be translated back to the State Plane
database by scaling with the inverse of the CF, .999698, from the origin noted above. Again,
State Plane Grid Azimuths (bearings) and orthometric elevations will remain the same.
The following are examples of the steps an applicant may use to accomplish the plat submission
goals:
A. Ground or State Plane Projects Converted To McCall Grid for Engineering Purposes
If a survey has been performed with a local coordinate system with assumed origin,
assumed north bearings, and assumed elevations, then:
1. The first step is to complete the physical ties to two of the nearest McCall Grid
(modified state plane) control points.
2. Then the applicant should rotate the project bearings/azimuths to fit the inversed
bearing between the McCall Grid coordinate values for the two tie points. This
places the project on State Plane Grid Azimuth.
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3. Then the applicant should translate the project coordinate values from the assumed
local coordinates to the published coordinate values for the closest tie point to the
project. The applicant's inversed ground distance between the two control points is
now tied and should be compared to the inversed distance between the published
values for these points. If these distances differ markedly, then a local scale factor
may need to be calculated and applied to all project points, again, from the closest
tie point to the project. This local scale factor should be noted in the digital
submission. This step translates and scales the local coordinates into the McCall Grid
(modified state plane).
4. Then the applicant should elevate, or drop, the elevations for their project points to
the elevational value for the closest tie point to the project. This places the project
on the elevational datum used in the McCall Grid system. Variations of these
methods can be used, depending upon how the applicant acquires the coordinate,
azimuth, and elevational values.
In summary, the project is rotated to McCall Grid azimuths (also State Plane Grid azimuths);
translated and scaled to the McCall Grid (modified state plane) coordinates; and elevated to the
McCall Grid elevational datum.
If a survey has been performed with assumed coordinates, but with State Plane grid azimuths
and assumed ground elevations, then there is a little more to do.
1. Again, the first step is to complete the physical ties to two of the nearest McCall Grid
(modified state plane) control points.
2. There is no need to rotate the project if its azimuths agree closely with the McCall
Grid.
3. Again, the applicant should translate and scale their project coordinate values from
the assumed local coordinates to the published coordinate values for the closest tie
point to the project. This translates the local coordinates into the McCall Grid
(modified state plane.)
4. Then the applicant should elevate, or drop, the elevations for the project points to
the elevational value for the closest tie point to the project. This will place the
project on the elevational datum used in the McCall Grid system.
If a survey has been performed in State Plane Coordinates, with ground elevations, then the
work is almost done. The applicant could translate their X and Y coordinates from the Origin of
the McCall Grid (2,536,000 East and 1,190,000 North) by the averaged Combined Factor of
1.000302. The coordinates would then be on the McCall Grid coordinate system. In the future
this scenario may not require the two ties to McCall Grid points.
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B. Local Coordinates or McCall Grid Projects Converted To State Plane for McCall GIS
Purposes
If a survey has been performed with a local coordinate system with assumed origin,
assumed north bearings and assumed elevations, then:
1. The first step is to complete the physical ties to two of the nearest McCall Control
Point Network(MCPN) (state plane coordinate) control points.
2. Then the applicant should rotate the project bearings/azimuths to fit the inversed
bearing between the MCPN coordinate values for the two tie points. This places the
project on State Plane Grid Azimuth.
3. Then the applicant should translate the project coordinate values from the assumed
local coordinates, to the published state plane coordinate values for the closest tie
point to the project. The applicant's inversed ground distance between the two
control points is now tied and should be divided into the inversed distance between
the published values for these points. If the result of this division is a "9's" number
that differs markedly from the inverse of the MCPN averaged Combined Factor of
.999698., then a local scale factor may need to be calculated and applied to all
project points, again, from the closest tie point to the project. This local scale factor
should be noted in the digital submission. This step translates and scales the local
coordinates into the MCPN (state plane) coordinate system.
4. Then the applicant should elevate, or drop, the elevations for their project points to
the elevational value for the closest tie point to the project. This will place the
project on the elevational datum used in the McCall Grid system. Variations of these
methods can be used, depending upon how the applicant acquires their coordinate,
azimuth, and elevational values.
If a survey has been translated to the McCall Grid, with ground elevations, then the work is
almost done. The applicant could translate their X and Y coordinates from the Origin of the
McCall Grid (2,536,000 East and 1,190,000 North) by the inverse of the averaged Combined
Factor of .999698. Their coordinates would then be on the State Plane Coordinate system, with
State Plane Azimuths, and ground elevations. In the future this scenario may also not require
the two ties to McCall Grid points, McCall Control Point Network (MCPN).
VII. Densifving the McCall Survey Control Point Network
The City of McCall Survey Control Point Network has been created and maintained with high
survey accuracy. Attached to these standards is the McCall Survey Control Point Data Table.
Please also see the Control Point Description Sheets; these sheets are included in this
document to aid in preparing drawings and future surveys. We hope that you will be able to
benefit from the use of these in the field.
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As the control network is densified, the City will be updating this document with those new
control points. If the applicant is submitting a survey located in an area where it is difficult to
utilize the existing McCall Survey Control Point Network monuments, the applicant may opt to
create a new control point(s) following the procedures described in this section.
Requirements for Submitting A NEW McCall Survey Control Point Network Control Point:
A. All documentation submitted to the City associated with the new control point must be
prepared by a Surveyor licensed in the State of Idaho.
B. A new control point must be marked in the field with a stamped cap on a minimum 5/8
by 30 inch rebar or other monument accepted by the City Engineer.
C. If GPS is used, any new control point must be occupied (continuous data collection) for a
minimum of 4 hours, accompanied with relevant meta-data and OPUS correction sheets
(see item 4). If triangulation, trilateration or traverse methods are used, a complete
description of methodology must accompany the submittal.
D. The surveyor of record must submit the OPUS Solution sheet summarizing the data
collection results during point occupation. The Data sheet must show that greater than
90% of observations were used in the solution. An example OPUS Solution sheet has
been included in the Attachments of this document.
E. The surveyor of record must prepare and submit a Control Point Description Sheet
summarizing point specific QA/QC data as well as location information including
photographs and monument information. Blank sheets can be downloaded from the
City web page (www.mccall.id.us) or can be requested from either the GIS Analyst or
City Engineer.
VIII. Attachments
A. Map of Control Points
B. McCall Survey Control Point Data Table
C. Example OPUS Solution Sheet, with relevant info highlighted and quick descriptions of
information provided on the Solution Sheet.
D. Control Point Description Sheets
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ATTACHMENT A
Map of Control Points
11IPage Updated 5 / 17/ 12
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McCall Survey Control Point Data Table
13IPage Updated 5 / 17/ 12
McCall Survey Control Point Data Table
ORIGIN: (2,536,000 East and 1,190,000 North)Ft (362712.762E and 772974.424N)Meters
Horizontal Datum: NAD83(CORS96)(Epoch 2002.0)Idaho State Plane West(1103),US Survey Feet.
Vertical Datum:NAVD 88
Control Points"Bold and Italic"
NAD83(Coors96)Epoch 2002 Geodetic NAD 83(Coors96)State Plane Coordinates,Zone 1103 Idaho West(3.280833 Meter to feet) GROUND McCall Modified Grid Control Point Network(MMGCPN)
Coordinates
Point Lable Survier Latitude(N) Longitude(W) Northing(Y)U.S.Ft Easting(X)U.S.Ft Northing(Y)Meters Easting(X)Meters Northing(Y)U.S.Ft Easting(X)U.S.Ft Northing(Y)Meters Easting(X)Meters
McCalll 1/4 Crnr Orbitech,Shelby Griggs PLS 44°53'51.99565" 116°06'21.59615" 1177846.740 2532418.220 359008.441 771882.696 1177843.070 2532417.138 359007.322 771882.366
McCall2 1/4 Crnr Orbitech,Shelby Griggs PLS 44°55'36.42978" 116°05'07.55002" 1188400.170 2537791.730 362225.133 773520.545 1188399.687 2537792.271 362224.986 773520.710
McCall3 Sec Crnr Orbitech,Shelby Griggs PLS 44°56'02.37687" 116°10'06.01416" 1191127.610 2516332.830 363056.459 766979.858 1191127.951 2516326.891 363056.562 766978.048
McCall4 1/16 Crnr Orbitech,Shelby Griggs PLS 44°54'04.93116" 116°07'54.45020" 1179187.100 2525740.810 359416.983 769847.417 1179183.835 2525737.712 359415.988 769846.472
E 187 Reset Orbitech,Shelby Griggs PLS 44°53'45.79873" 116°06'09.19596" 1177215.280 2533308.060 358815.971 772153.919 1177211.419 2533307.247 358814.795 772153.672
FAA MYLC Orbitech,Shelby Griggs PLS 44°53'32.67216" 116°06'08.69952" 1175885.790 2533338.020 358410.742 772163.051 1175881.528 2533337.216 358409.443 772162.806
L 137 Orbitech,Shelby Griggs PLS 44°54'43.51868" 116°07'09.50507" 1183079.920 2528993.510 360603.517 770838.842 1183077.830 2528991.394 360602.880 770838.197
P023 Orbitech,Shelby Griggs PLS 44°53'54.34181" 116°06'10.76508" 1178080.930 2533198.870 359079.822 772120.638 1178077.330 2533198.024 359078.725 772120.380
Y 188 Orbitech,Shelby Griggs PLS 45°02'15.57857" 116°03'29.09214" 1228794.700 2545028.750 374537.412 775726.393 1228806.416 2545031.477 374540.983 775727.224
VCSb Russell Surveying,Inc.John Russell 44°52'12.14340" 116°06'22.74170" 1167735.032 2532291.390 355926.386 771844.038 1167728.308 2532290.270 355924.336 771843.696
MSD1 Russell Surveying,Inc.John Russell 44°53'50.38106" 116°07'04.91910" 1177697.136 2529299.125 358962.841 770931.993 1177693.421 2529297.101 358961.709 770931.377
MDMS Russell Surveying,Inc.John Russell 44°53'52.69203" 116°05'04.74212" 1177893.728 2537950.417 359022.763 773568.913 1177890.072 2537951.006 359021.648 773569.092
cp84 Russell Surveying,Inc.John Russell 44°53'39.48368" 116°05'26.18172" 1176562.531 2536401.601 358617.013 773096.833 1176558.473 2536401.722 358615.776 773096.870
5/8RMnwSprings Russell Surveying,Inc.John Russell 44°53'43.79540" 116°05'26.07414" 1176999.148 2536411.177 358750.094 773099.751 1176995.222 2536411.301 358748.898 773099.789
EQ16 Russell Surveying,Inc.John Russell 44°53'52.04347" 116°05'07.46611" 1177828.858 2537754.075 359002.990 773509.068 1177825.182 2537754.605 359001.870 773509.229
Milli Russell Surveying,Inc.John Russell 44°54'55.82226" 116°05'43.94151" 1184298.794 2535156.099 360975.031 772717.203 1184297.072 2535155.844 360974.506 772717.125
GC1 Russell Surveying,Inc.John Russell 44°54'54.60604" 116°05'38.21296" 1184173.875 2535567.788 360936.956 772842.686 1184172.116 2535567.658 360936.419 772842.646
GV2 Russell Surveying,Inc.John Russell 44°55'01.72146" 116°05'34.65212" 1184893.375 2535827.063 361156.260 772921.713 1184891.833 2535827.011 361155.790 772921.697
5/8wb Russell Surveying,Inc.John Russell 44°55'01.51623" 116°05'33.73529" 1184872.313 2535892.946 361149.840 772941.794 1184870.764 2535892.914 361149.368 772941.785
pk-pobCrystalBchx Russell Surveying,Inc.John Russell 44°54'37.62982" 116°06'21.12730" 1182467.995 2532472.234 360417.002 771899.159 1182465.720 2532471.169 360416.309 771898.834
X rxwall Russell Surveying,Inc.John Russell 44°54'37.79509" 116°06'15.40203" 1182482.929 2532884.318 360421.554 772024.763 1182480.659 2532883.377 360420.862 772024.476
nwPaulsl Russell Surveying,Inc.John Russell 44°54'37.43446" 116°06'10.65859" 1182444.920 2533225.513 360409.969 772128.759 1182442.638 2533224.675 360409.274 772128.504
SpgMtnl Russell Surveying,Inc.John Russell 44°54'40.29213" 116°04'49.38878" 1182709.696 2539075.159 360490.673 773911.735 1182707.494 2539076.088 360490.002 773912.018
Alpine-Wooleyl Russell Surveying,Inc.John Russell 44°54'44.20262" 116°05'29.62170" 1183117.701 2536181.560 360615.033 773029.764 1183115.623 2536181.615 360614.400 773029.781
FairwayParkl Russell Surveying,Inc.John Russell 44°55'07.91801" 116°05'23.59562" 1185517.558 2536625.264 361346.511 773165.005 1185516.204 2536625.453 361346.098 773165.063
Aspensl Russell Surveying,Inc.John Russell 44°55'00.23236" 116°05'22.51466" 1184738.900 2536699.785 361109.176 773187.719 1184737.311 2536699.996 361108.691 773187.784
neCrystalBlueWater Russell Surveying,Inc.John Russell 44°55'01.64977" 116°05'26.20783" 1184883.556 2536434.643 361153.267 773106.904 1184882.011 2536434.774 361152.796 773106.944
McGolf Russell Surveying,Inc.John Russell 44°54'56.17705" 116°04'58.66071" 1184321.102 2538414.527 360981.831 773710.374 1184319.387 2538415.256 360981.308 773710.596
Divotl Russell Surveying,Inc.John Russell 44°54'56.84443" 116°05'02.19756" 1184389.734 2538160.304 361002.750 773632.887 1184388.040 2538160.956 361002.233 773633.085
Mc/ Russell Surveying,Inc.John Russell 44°54'30.70566" 116°05'56.72852" 1181759.153 2534225.040 360200.947 772433.416 1181756.664 2534224.504 360200.188 772433.252
seParkStPlaza Russell Surveying,Inc.John Russell 44°54'34.25335" 116°05'52.28574" 1182117.058 2534546.309 360310.037 772531.339 1182114.677 2534545.870 360309.311 772531.205
nwUBank Russell Surveying,Inc.John Russell 44°54'35.95813" 116°05'57.04138" 1182291.172 2534204.813 360363.107 772427.250 1182288.844 2534204.271 360362.397 772427.085
Marketl Russell Surveying,Inc.John Russell 44°54'42.80525" 116°05'45.31869" 1182980.972 2535051.382 360573.358 772685.285 1182978.852 2535051.096 360572.712 772685.198
Abbreviations:rb=rebar,mkd=marked,conc=concrete,shldr=shoulder,SE etc=direction,
Orthometric Orthometric Elipsoid Height Geoid Height U.S STATE PLANE
Elevation U.S.Ft Elevation Meters Elevation U.S.Ft Survey Ft
Point Lable Elevation(Z) Elevation(Z) Elevation(Z) Elevation(Z) Scale Factor Elevation Factor Combined Factor Notes
Found 2 1/2"brass disk in conc approx 270 ft west of Mission Street,approx 14 ft 5 of the center of a dirt lane/driveway running east-west and 22 ft
McCain 1/4 Crnr 5018.280 1529.575 4969.340 48.940 0.99994305 0.99976263 0.9997057 N of the corner of a split rail fence south and west.
3"brass disk in conc on the N side of Miles Standish Rd on the 5 boundary of Ponderosa State Park(0.2 miles NE of main park entrance),at a power
McCall2 1/4 Crnr 5022.910 1530.986 4974.268 48.642 0.99994195 0.9997624 0.99970436 line crossing,approx 17 ft N of the center of the road,6 ft N of the N edge of pavement and 19 ft SW of a sanitary sewer lift station pump well.
3 1/4"BLM brass cap on galv iron pipe with cap 0.4 ft above gnd level,at intersection of Longview Rd and Whitefield Ln,approximately 23 ft N of
McCall3 Sec Crnr 5107.830 1556.870 5058.720 49.110 0.99994674 0.99975837 0.99970511 the center of Longview Rd,23 ft W of the center of Whitefield Ln and 2 ft W of an old fence corner post with brace(wire has been removed).
Found 2 1/2"diameter brass disk in concrete at approximately the point of intersection of the centerlines of West Valley Road to the east and
McCall4 1/16 Crnr 5050.100 1539.274 5001.026 49.074 0.99994451 0.99976112 0.99970564 Wisdom Road to the south.
E 187 Reset 5020.110 1530.133 4971.180 48.930 0.99994286 0.99976254 0.99970542 Found 3 1/2"diameter NGS brass disk set in concrete post,at McCall,ID Airport.
FAA MYLC 5012.650 1527.859 4963.700 48.950 0.99994286 0.9997629 0.99970577 Found 3 1/2"diameter NGS brass disk set in concrete post,at McCall,ID Airport.
3 1/2"diameter USC&GS brass disk set in concrete curb at northwest corner of bridge over the North Fork of the Payette River on West Lake Street
L 137 5007.660 1526.338 4958.720 48.940 0.99994379 0.99976314 0.99970694 (Idaho State Highway 55)in McCall,ID.
Antenna Reference Point(ARP)on a Trimble TRM29659.00 SCIT antenna for a Plate Boundary Observatory(PBO)Continuously Operating
P023 5042.820 1537.055 4993.897 48.923 0.99994289 0.99976146 0.99970436 Reference Station(CORS)and is mounted on a deep-drilled-braced mount at the northwest end of the McCall,ID Airport(MYL).
3 1/2"diameter USC&GS brass disk set in conc curb at NE corner of bridge over Fisher Creek on WWR,located approx 10.0 miles northerly from
Y 188 5031.440 1533.586 4984.068 47.372 0.99994058 0.99976193 0.99970252 West Lake Street(ID Hwy 55)and approx 2.2 miles northerly from the intersection with East Side Road.
VCSb 5087.432 1550.653 5038.249 49.183 0.999943078 0.999759064 0.999702156 1/2"x36"rb mkd PL56021,0.2'up,west shldr Norwood Road at crest of hill s of McCall airport
MSD1 5018.828 1529.742 4969.803 49.025 0.99994372 0.999762341 0.999706074 1/2"x24"rb,2"blue cap mkd Survey Control JohnRussell,flush,ne corner shoulder Sewage Storage Pond embankment,s of Deinhard bypass
MDMS 5088.341 1550.930 5039.434 48.907 0.999941921 0.999759008 0.999700943 5/8"x30"rb,pink cap mkd Control J.Russell,0.2'down,north shoulder approach to Middle School,large outcrop 6'se
cp84 5046.318598 1538.121 4997.411 48.907 0.99994223 0.999761016 0.99970326 5/8"x30"rb,pink cap mkd Control J.Russell,0.2'up,approx sw cor Springs(was CP84 redriven)pp 557dW 11'
5/8RMnwSprings 5048.700598 1538.847 4999.793 48.907 0.999942228 0.999760902 0.999703144 5/8"rb mkd PL58577,flush,east edge conc bollards,approx nw cor Springs
EQ16 5074.486 1546.707 5025.303 49.183 0.99994196 0.999759666 0.99970164 2.75"brass cap mkd CE-L51811,0.3'down in pavement,E of int of Samson Trail and Deinhard Lane,sw of Middle School
Milli 5016.159 1528.928 4967.202 48.957 0.999942483 0.999762454 0.999704951 5/8"x30"rb red cap mkd Control,flush,in South berm face btwn.Mill Rd.and McCall Ave.16.2'North of Hemlock St
GC1 5024.289 1531.407 4975.332 48.957 0.999942399 0.999762069 0.999704482 5/8"x30"rb,pink cap mkd Control J.Russell,0.2'up,sw quad on intersection,30'5 Hemlock,60'W Roosevelt,pp 574dE,18',guy anchor W 19'
GV2 5021.729 1530.626 4972.772 48.957 0.999942346 0.999762191 0.999704551 5/8"x30"rb,pink cap mkd Control J.Russell,0.2'down,in new sod Lot 15 Blk 2 GV2,2"aspens N14dE,18.2'&N84dW,24.4
5/8wb 5021.547 1530.571 4972.590 48.957 0.999942333 0.999762199 0.999704546 5/8"rb mkd PL58444,flush,east edge new lawn,approx se cor Lot 15
pk-pobCrystalBchx 5006.634 1526.025 4957.451 49.183 0.99994304 0.999762913 0.999705967 PK nail,flush in center of paved approach to Crystal Beach condos.(POB??)
X rxwall 5012.111 1527.695 4962.928 49.183 0.999942953 0.999762651 0.999705618 X'chisled in top of rock wall 1.7'wide,2'tall,SE cor.Crystal Beach condos.,North of Lake St.
nwPaulsl 5014.574 1528.445 4965.617 48.957 0.999942882 0.999762533 0.999705429 1/2"rebar,orange cap mkd PL59585,flush in paved area NW Pauls parking lot,19.9'North of conc wall,South of Lake St.
SpgMtnl 5063.760 1543.437 5014.954 48.806 0.999941699 0.999760176 0.999701889 5/8"x30"rebar,red cap mkd Control,flush,toe of fill east side of SpgMtnBlvd,40'north of int.with Wooley Ave.,golf course to East
Alpine-Wooleyl 5040.232 1536.266 4991.426 48.806 0.999942275 0.999761302 0.999703591 5/8"x24"rebar,red cap mkd Control,0.2'down,se quadrant of int.Alpine&Wooley Ave.,4.5'East stop sign
FairwayParkl 5022.481 1530.855 4973.675 48.806 0.999942185 0.999762149 0.999704348 1/2"x24"rebar,orange cap mkd PL56021,0.2'down,4.2'west of baseball field fence,12th post south of gate post
Aspensl 5025.853 1531.883 4977.047 48.806 0.99994217 0.999761989 0.999704173 5/8"x30"rebar,red cap mkd Control,0.2'down,1.6'West of wood fence end,north of Lawrence St.bend
neCrystalBlueWater 5021.224 1530.472 4972.419 48.806 0.999942223 0.999762215 0.999704452 5/8"rebar bare,0.6'down,west of Davis Ave.,NE Crystal Blue Waters townhomes
McGolf 5041.636 1536.694 4992.830 48.806 0.999941829 0.999761232 0.999703075 5/8"x30"rebar,red cap mkd Control,0.3'up in flowers,3'West of cart path, 4.4'South of Clubhouse Lane
1/2"x36"rebar,orange cap mkd PL56021,in face of south sloping berm,5/8"rebar blue cap mkd PL56021 falls east 4.3',north of Divot Lane
Divotl 5059.229 1542.056 5010.423 48.806 0.999941879 0.9997604 0.999702285 culdesac
Mcl 5036.962 1535.269 4988.005 48.957 0.999942674 0.999761463 0.999704151 5/8"x30"rebar,red cap mkd Control,0.3'down,4.4' South of bike path, 5.8'West of large boulder,City Hall parking lot
seParkStPlaza 5029.165 1532.893 4979.982 49.183 0.999942608 0.999761835 0.999704457 5/8"rebar,yellow cap mkd PL57314,0.2'up,West edge of concrete walk,SE corner of Park Street Plaza,West of 3rd St.
nwUBank 5021.499 1530.556 4972.316 49.183 0.999942679 0.999762201 0.999704894 5/8"rebar,bare,flush in concrete walk,6.3'South of Lenora,9.3'West of 2nd Street,NW corner of U.Bank
Market], 5026.311 1532.023 4977.354 48.957 0.999942504 0.99976197 0.999704488 5/8"x30"rebar,red cap mkd Control,flush,West edge of concrete walk,West of Railroad Ave&East of Farmers Market area,South of Pine St.
ATTACHMENT C
Example OPUS Solution Sheet
16IPage Updated 5 / 17/ 12
Frontier Mail
+ Font size -
OPUS solution : 14882222.110 000297510
From : opus <opus @NGS.NOAA.GOV> Fri, Aug 12, 2011 10:05 AM
Subject : OPUS solution : 14882222.110 000297510
To : jr rsi <jr_rsi @frontiernet.net>
Reply ngs opus <ngs.opus @noaa.gov>
To :
FILE: 14882222.110 000297510
NGS OPUS SOLUTION REPORT
All computed coordinate accuracies are listed as peak-to-peak values.
For additional information: http://www.ngs.noaa.gov/OPUS/about.html#accuracy
USER: jr_rsi @frontiernet.net DATE: August 12, 2011
RINEX FILE: 1488222t.110 TIME: 14:05:09 UTC
SOFTWARE: pages 1108.09 masterl0.pl 062011 START: 2011/08/10 19:40:00
EPHEMERIS: igr16483.eph [rapid] STOP: 2011/08/10 21:42:00
NAV FILE: brdc2220.11n OBS USED: 5090 / 5446 : 93%
ANT NAME: TRM41249.00 NONE # FIXED AMB: 29 / 34 : 85%
ARP HEIGHT: 1.5392 OVERALL RMS: 0.013(m)
REF FRAME: NAD_83(CORS96)(EPOCH:2002.0000) ITRF00 (EPOCH:2011.6078)
X: -1990378.902(m) 0.021(m) -1990379.696(m) 0.021(m)
Y: -4065625.321(m) 0.023(m) -4065624.102(m) 0.023(m)
Z: 4480407.830(m) 0.002(m) 4480407.810(m) 0.002(m)
LAT: 44 53 52.69224 0.011(m) 44 53 52.70883 0.011(m)
E LON: 243 54 55.25781 0.029(m) 243 54 55.20089 0.029(m)
W LON: 116 5 4.74219 0.029(m) 116 5 4.79911 0.029(m)
EL HGT: 1536.033(m) 0.014(m) 1535.491(m) 0.014(m)
ORTHO HGT: 1550.940(m) 0.026(m) [NAVD88 (Computed using GEOID09)]
UTM COORDINATES STATE PLANE COORDINATES
file:///CI/ARSI/11-009/Coords/14882222pnt.htm (1 of 2) [3/8/2012 4:29:09 PM]
Frontier Mail
UTM (Zone 11) SPC (1103 ID W)
Northing (Y) [meters] 4972023.772 359022.733
Easting (X) [meters] 572271.473 773568.833
Convergence [degrees] 0.64612400 -0.23621331
Point Scale 0.99966423 0.99994192
Combined Factor 0.99942353 0.99970116
US NATIONAL GRID DESIGNATOR: 11TNK7227172023(NAD 83)
BASE STATIONS USED
PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m)
DG8521 IDNP GRANGEVILLE APT CORS ARP N455622.935 W1160716.530 115836.4
DL7743 P372 ENTERPRISEOR2007 CORS ARP N452541.277 W1171505.911 109062.1
DK6947 IDSN SALMON CORS ARP N451131.444 W1135348.907 175458.4
NEAREST NGS PUBLISHED CONTROL POINT
QB0090 D 187 N445348. W1160543. 850.5
This position and the above vector components were computed without any
knowledge by the National Geodetic Survey regarding the equipment or
field operating procedures used.
file:///CI/ARSI/11-009/Coords/14882222pnt.htm (2 of 2) [3/8/2012 4:29:09 PM]
ATTACHMENT D
Control Point Description Sheets
19IPage Updated 5 / 17/ 12
Point Description Sheet
McCall Control Point-Y188
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
Geodetic Coordinates
Latitude: 45°02' 15.57857 "
" L :1011, Longitude: 116° 03' 29.09214"
Ellipsoid Height: 4984.068 Feet
City of McCall. Orthometric Elev: 1533.586 Meters
Orthometric Elev: 5031.440 Feet
Geoid Height: 47.372 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 374537.412
Easting Meters: 775726.393
Northing Feet: 1228794.700
Easting Feet: 2545028.750
McCall Modified Coordinates
Northing Meters: 374540.9827 Factors
Easting Meters: 775727.2244
Northing Feet: 1228806.416 Scale Factor: 0.9999406
Easting Feet: 2545031.477 Elevation Factor: 0.9997619
Combined Factor: 0.9997025
Survey Method
Location Description and Monument Photos >
Location Description
Found 3 1/2" diameter USC&GS brass disk set in concrete curb at northeast corner of bridge
over Fisher Creek on Warren Wagon Road, located approximately 10.0 miles northerly from
West Lake Street (Idaho State Highway 55) and approximately 2.2 miles northerly from the
intersection with East Side Road.
This point is in the NGS database with a PID = RA0268. See NGS data sheet for a detailed
description.
Monument Photos:
Close up of point Picture of Equipment set up on point
x
rF 4 r., cy
10,i "" t� Fw4 4,-,
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- P023
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
� *Or� ` Geodetic Coordinates
Latitude: 44° 53' 54.34181 "
Longitude: 116° 06' 10.76508"
Ellipsoid Height: 4993.897 Feet
City of McCall. Orthometric Elev: 1537.055 Meters
Orthometric Elev: 5042.820 Feet
Geoid Height: 48.923 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 359079.822
Easting Meters: 772120.638
Northing Feet: 1178080.930
Easting Feet: 2533198.870
McCall Modified Coordinates
Northing Meters: 359078.725 Factors
Easting Meters: 772120.3804
Northing Feet: 1178077.33 Scale Factor: 0.9999429
Easting Feet: 2533198.024 Elevation Factor: 0.9997615
Combined Factor: 0.9997044
Survey Method
Location Description and Monument Photos >
Location Description
Point is the Antenna Reference Point(ARP) on a Trimble TRM29659.00 SCIT antenna for a
Plate Boundary Observatory(PBO) Continuously Operating Reference Station (CORS) and is
mounted on a deep-drilled-braced mount at the northwest end of the McCall, ID Airport (MYL).
Monument Photos:
Close up of point I Picture of Equipment set up on point
b.r �' }
L
rbITech Job Na 09-018 11/13/2oo9 ILooy�
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- McCaII4 1/16 Crnr
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
Geodetic Coordinates
Latitude: 44° 54' 04.93116"
Longitude: 116° 07' 54.45020 "
Ellipsoid Height: 5001.026 Feet
City of McCall Orthometric Elev: 1539.274 Meters
Orthometric Elev: 5050.100 Feet
Geoid Height: 49.074 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 359416.983
Easting Meters: 769847.417
Northing Feet: 1179187.100
Easting Feet: 2525740.810
McCall Modified Coordinates
Northing Meters: 359415.9881 Factors
Easting Meters: 769846.4724
Northing Feet: 1179183.835 Scale Factor: 0.9999445
Easting Feet: 2525737.712 Elevation Factor: 0.9997611
Combined Factor: 0.9997056
Survey Method
Location Description and Monument Photos >
Location Description
Found 2 1/2" diameter brass disk in concrete at approximately the point of intersection of the
centerlines of West Valley Road to the east and Wisdom Road to the south.
This is Point#21 of a geodetic survey by CH2M Hill and is the NE 1/16 Corner of Section 18,
T18N, R3E.
Monument Photos:
Close up of point Picture of Equipment set up on point
filir . - ''--._ -
14 E: 1l -1 '
■ a 6r4 Job No. 09-019 �6�NJ75/2009 15.50 Virbrrech Job No, 09-018 11/15 ! -
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- McCa113 Sec Crnr
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
Geodetic Coordinates
Latitude: 44° 56' 02.37687 "
x — Longitude: 116° 10' 06.01416 "
. 1 T
Ellipsoid Height: 5058.720 Feet
City of McCall. Orthometric Elev: 1556.870 Meters
`y V 1►'/ Orthometric Elev: 5107.830 Feet
Geoid Height: 49.110 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 363056.459
Easting Meters: 766979.858
Northing Feet: 1191127.610
Easting Feet: 2516332.830
McCall Modified Coordinates
Northing Meters: 363056.5623 Factors
Easting Meters: 766978.0481
Northing Feet: 1191127.951 Scale Factor: 0.9999467
Easting Feet: 2516326.891 Elevation Factor: 0.9997584
Combined Factor: 0.9997051
Survey Method
Location Description and Monument Photos >
Location Description
Found 3 1/4" diameter BLM brass cap on galvanized iron pipe with cap 0.4 feet above ground
level, at intersection of Longview Road and Whitefield Lane, approximately 23 feet north of
the center of Longview Road, 23 feet west of the center of Whitefield Lane and 2 feet west of
an old fence corner post with brace (wire has been removed).
This is Point#6 of a geodetic survey by CH2M Hill and is the NW section corner of Section 1,
T18N, R2E
Monument Photos:
Close up of point Picture of E.ui.ment set us on soint
R *411642.
'a, yam'
O1rb1TErh Job No. 09-018 !i/Is2oo9 13.42 q`
AW
rbFrech Job No 09-01610" 71//4/2009
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- M CCa 112 1/4 Crnr
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
Geodetic Coordinates
AIP‘*Or l f Latitude: 44°55' 36.42978"
Longitude: 116°05' 07.55002 "
Ellipsoid Height: 4974.268 Feet
City of McCall. Orthometric Elev: 1530.986 Meters
Orthometric Elev: 5022.910 Feet
Geoid Height: 48.642 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 362225.133
Easting Meters: 773520.545
Northing Feet: 1188400.170
Easting Feet: 2537791.730
McCall Modified Coordinates
Northing Meters: 362224.9858 Factors
Easting Meters: 773520.7099
Northing Feet: 1188399.687 Scale Factor: 0.999942
Easting Feet: 2537792.271 Elevation Factor: 0.9997624
Combined Factor: 0.9997044
Survey Method
Location Description and Monument Photos >
Location Description
Found 3" diameter brass disk in concrete on the north side of Miles Standish Road on the
south boundary of Ponderosa State Park (0.2 miles northeasterly of main park entrance), at a
power line crossing, approximately 17 feet north of the center of the road, 6 feet north of the
north edge of pavement and 19 feet southwest of a sanitary sewer lift station pump well.
This is Point#4 of a geodetic survey by CH2M Hill and is the 1/4 corner common to Sections
3 and 4, T18N, R3E.
Monument Photos:
Close up of point Picture of Equipment set up on point
(1 1 - ,, T%r _ .stir_ •}
_ w r ate, ti _ _.
rb,Tech Job No. • '`• = hwezeoo9 /4.34
_OrblTech Job Na 09-018 11/Ie/2009
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- M CCa I I 1 1/4 Crnr
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
_�t ` Geodetic Coordinates
"O Latitude: 44° 53' 51.99565 "
- Longitude: 116° 06' 21.59615 "
Ellipsoid Height: 4969.340
city of McCall. Orthometric Elev: 1529.575 Meters
Orthometric Elev: 5018.280 Feet
Geoid Height: 48.94 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 359008.441
Easting Meters: 771882.696
Northing Feet: 1177846.740
Easting Feet: 2532418.220
McCall Modified Coordinates
Northing Meters: 359007.3221 Factors
Easting Meters: 771882.3659
Northing Feet: 1177843.07 Scale Factor: 0.9999431
Easting Feet: 2532417.138 Elevation Factor: 0.9997626
Combined Factor: 0.9997057
Survey Method
Location Description and Monument Photos >
Location Description
Found 2 1/2" diameter brass disk in concrete approximately 270 feet west of Mission Street,
approximately 14 feet south of the center of a dirt lane/driveway running east-west and 22
feet north of the corner of a split rail fence south and west.
This is Point#2 of a geodetic survey by CH2M Hill and is the 1/4 corner common to Sections
16 and 17,T18N, R3E.
Monument Photos:
Close up of point Picture of E.ui.ment set us on saint
3' s v _ • ar _
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- L 137
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOIDO3
Epoch 2002.00
Geodetic Coordinates
L Latitude: 44° 54'43.51868"
• Longitude: 116° 07' 09.50507 "
Ellipsoid Height: 4958.720 Feet
City of McCa11 Orthometric Elev: 1526.338 Meters
Orthometric Elev: 5007.660 Feet
Geoid Height: 48.940 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 360603.517
Easting Meters: 770838.842
Northing Feet: 1183079.920
Easting Feet: 2528993.510
McCall Modified Coordinates
Northing Meters: 360602.8805 Factors
Easting Meters: 770838.1969
Northing Feet: 1183077.83 Scale Factor: 0.9999438
Easting Feet: 2528991.394 Elevation Factor: 0.9997631
Combined Factor: 0.9997069
Survey Method
Location Description and Monument Photos >
Location Description
Found 3 1/2" diameter USC&GS brass disk set in concrete curb at northwest corner of bridge
over the North Fork of the Payette River on West Lake Street (Idaho State Highway 55) in
McCall, ID.
This point is in the NGS database with a PID =QB0056. See NGS data sheet for a detailed
description.
Monument Photos:
Close up of point Picture of Equipment set up on point
v:
' ,. �_ 4� ,',1-t:x , BIKE ROUTE
i
;At 4.:;.- .. w.J' E n ii'1MpR
f '-+` tie - _,c! G . *\ ILT f ,ill
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1 r 0 L� �1�P�C ak
Ag' fir-- s s ' ' _ _,cirb,Tcch Job No Q- °�?� . -woos 7e,.
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- FAA MYLC
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
Epoch 2002.00
Geodetic Coordinates
11110111,
Latitude: 44° 53' 32.67216"
Longitude: 116° 06' 08.69952 "
Ellipsoid Height: 4963.700 Feet
City of McCall. Orthometric Elev: 1527.859 Meters
Orthometric Elev: 5012.650 Feet
Geoid Height: 48.950 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 358410.742
Easting Meters: 772163.051
Northing Feet: 1175885.790
Easting Feet: 2533338.020
McCall Modified Coordinates
Northing Meters: 358409.4428 Factors
Easting Meters: 772162.8062
Northing Feet: 1175881.528 Scale Factor: 0.9999429
Easting Feet: 2533337.216 Elevation Factor: 0.9997629
Combined Factor: 0.9997058
Survey Method
Location Description and Monument Photos >
Location Description
Found 3 1/2" diameter NGS brass disk set in concrete post, at McCall, ID Airport.
This point is in the NGS database with a PID =A17605. See NGS data sheet for a detailed
description.
Monument Photos:
Close up of point Picture of Equipment set up on point
t "'
_
'N'Iiiiiii.4.. - . . ,...., -,... ,
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- E 187 Reset
Prepared By: Garrett Mapp
NAD83 (CORS96) NAVD88 GEOID03
_Z
Epoch 2002.00
Geodetic Coordinates
— 'll f Latitude: 44° 53'45.79873 "
' z Longitude: 116° 06' 09.19596 "
Ellipsoid Height: 4971.180 Feet
City of McCall. Orthometric Elev: 1530.133 Meters
Orthometric Elev: 5020.110 Feet
Geoid Height: 48.930 Feet
Point Approved By:
Orbitech, Inc.
PLS: Shelby Griggs
State Plane Coordinates
Zone 1103, Idaho West
3.280833 meter to feet
Northing Meters: 358815.971
Easting Meters: 772153.919
Northing Feet: 1177215.280
Easting Feet: 2533308.060
McCall Modified Coordinates
Northing Meters: 358814.7946 Factors
Easting Meters: 772153.6717
Northing Feet: 1177211.419 Scale Factor: 0.9999429
Easting Feet: 2533307.247 Elevation Factor: 0.9997625
Combined Factor: 0.9997054
Survey Method
Location Description and Monument Photos >
Location Description
Found 3 1/2" diameter NGS brass disk set in concrete post, at McCall, ID Airport.
This point is in the NGS database with a PID =QB1408. See NGS data sheet for a detailed
description.
Monument Photos:
Close up of point Picture of E.ui.ment set us on soint
RF`
T,
r¢LTcch_Job, rb7TEdr Job Rlg 09-018 lw
Reference location Photo Reference location Photo
Point Description Sheet
McCall Control Point- 5-8RMnwSprings
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 53 43.79540
Russell Surveying,Inc. Longitude: 116 05 26.07414
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4999.793
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1538.847 Meters
Orthometric Elev: 5048.701 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1176995.222 Feet 3.280833 Meters to feet
Easting: 2536411.301 Feet Northing: 358750.094 Meters
Easting 773099.751 Meters
Northing: 1176999.148 Feet
Easting 2536411.177 Feet
Scale Factor: 0.999942228
Elevation Factor: 0.999760902
Combined Factor: 0.999703144
Meta Data:
3 min. occ. 8/10/11, from MDMS
Location Description:
5/8"rb mkd PLS8577,flush,east edge conc bollards,approx nw cor Springs.
Monument Photos:
-•• j1 _.
-4e•, .r ,�. - - _,.�" - -iii). _ :� '': MAI
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40,
Point Description Sheet
McCall Control Point- 5-8WB
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 55 01.51623
Russell Surveying,Inc. Longitude: 116 05 33.73529
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4972.59
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1530.571 Meters
Orthometric Elev: 5021.547 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184870.764 Feet 3.280833 Meters to feet
Easting 2535892.914 Feet Northing: 361149.840 Meters
Easting 772941.794 Meters
Northing: 1184872.313 Feet
Easting 2535892.946 Feet
Scale Factor: 0.999942333
Elevation Factor: 0.999762199
Combined Factor: 0.999704546
Meta Data:
15 sec. occ. 8/10/11, set from Mcl
Location Description:
5/8"rb mkd PLS8444,flush east edge new lawn, approx se cor Lot 15
Monument Photos:
4
Point Description Sheet
McCall Control Point-Alpine-Wooley 1
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 44.20262
Russell Surveying,Inc. Longitude: 116 05 29.62170
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4991.426
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1536.266 Meters
Orthometric Elev: 5040.232 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1183115.623 Feet 3.280833 Meters to feet
Easting 2536181.615 Feet Northing: 360615.033 Meters
Easting 773029.764 Meters
Northing: 1183117.701 Feet
Easting 2536181.560 Feet
Scale Factor: 0.999942275
Elevation Factor: 0.999761302
Combined Factor: 0.999703591
Meta Data:
3 min. occ. 7/29/11, set from SpgMtnl
Location Description:
5/8"x 24"rebar,red cap mkd Control, 0.2'down, se quadrant of int.Alpine &Wooley Ave.,
4.5'East of stop sign.
Monument Photos:
.,.. ,,, ,46. . .r.' ,
'IP.' -.,,L . l if• _ j::
_ . rte 6i
ate. - _ - -— - . _ - -
Point Description Sheet
McCall Control Point-Aspensl
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,y.,..«.,, Geodetic Coordinates
Point Approved By: Latitude: 44 55 00.23236
Russell Surveying,Inc. Longitude: 116 05 22.51466
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4977.047
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1531.883 Meters
Orthometric Elev: 5025.853 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184737.311 Feet 3.280833 Meters to feet
Easting 2536699.996 Feet Northing: 361109.176 Meters
Easting 773187.719 Meters
Northing: 1184738.900 Feet
Easting 2536699.785 Feet
Scale Factor: 0.99994217
Elevation Factor: 0.999761989
Combined Factor: 0.999704173
Meta Data:
3 min. occ. 7/29/11, set from SpgMtnl
Location Description:
5/8"x 30"rebar,red cap mkd Control, 0.2'down, 1.6'west of wood fence end,north of
Lawrence St.bend.
Monument Photos:
_ :_ ,. --,y _ _ �;
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,._ _ ir .
44
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AIIIIIIIIIIII) I--. -
Point Description Sheet
McCall Control Point- CP84
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 53 39.48368
Russell Surveying,Inc. Longitude: 116 05 26.18172
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4997.411
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1538.121 Meters
Orthometric Elev: 5046.319 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1176558.473 Feet 3.280833 Meters to feet
Easting: 2536401.722 Feet Northing: 358617.013 Meters
Easting 773096.833 Meters
Northing: 1176562.531 Feet
Easting 2536401.601 Feet
Scale Factor: 0.99994223
Elevation Factor: 0.999761016
Combined Factor: 0.99970326
Meta Data:
3 min. occ. 8/10/11, from MDMS
Location Description:
5/8"x 30"rb,pink cap mkd Control J. Russell, 0.2'up,approx sw corner Springs
(was CP84 redriven)pp S57dW 11'
Monument Photos:
I
tir .-_
Point Description Sheet
McCall Control Point-Divotl
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 56.84443
Russell Surveying,Inc. Longitude: 116 05 02.19756
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 5010.423
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1542.056 Meters
Orthometric Elev: 5059.229 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184388.04 Feet 3.280833 Meters to feet
Easting 2538160.956 Feet Northing: 361002.750 Meters
Easting 773632.887 Meters
Northing: 1184389.734 Feet
Easting 2538160.304 Feet
Scale Factor: 0.999941879
Elevation Factor: 0.9997604
Combined Factor: 0.999702285
Meta Data:
Trimble 5800 rtk observation. 3 minute occupation 7/29/11, from SpgMtnl base station
Monument set during 2009 survey for gate location.
Location Description:
North of Divot Lane end cul-de-sac.
1/2"x 36"rebar,orange cap mkd PLS6021, set flush in face of south sloping berm.A 5/8" rebar,blue
cap,mkd PLS6021 falls east 4.3',north of Divot Lane culdesac.
Monument Photos:
_ -}-• _" __-� K.,� tip:. � -_-
•
r
Point Description Sheet
McCall Control Point-EQ16
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,.,«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 53 52.04347
Russell Surveying,Inc. Longitude: 116 05 07.46611
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 5025.303
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1546.707 Meters
Orthometric Elev: 5074.486 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1177825.182 Feet 3.280833 Meters to feet
Easting 2537754.605 Feet Northing: 359002.990 Meters
Easting 773509.068 Meters
Northing: 1177828.858 Feet
Easting 2537754.075 Feet
Scale Factor: 0.99994196
Elevation Factor: 0.999759666
Combined Factor: 0.99970164
Meta Data:
3 min. occ. 7/23/11, from VC5B
Location Description:
2.75" brass cap mkd CE-LS1811, 0.3'down in pavement,E. of int of Samson Trail and Deinhard
Lane, sw of Middle School.
Monument Photos:
. /
t
- -�' .fi -- 9. .•
~_ - a --
Point Description Sheet
McCall Control Point-FairwayPark 1
4110 City of McCall NAD83 (CORS96)NAVD88 GEOID03
Epoch 2002.00
cry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 55 07.91801
Russell Surveying,Inc. Longitude: 116 05 23.59562
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4973.675
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1530.8554 Meters
Orthometric Elev: 5022.481 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1185516.204 Feet 3.280833 Meters to feet
Easting 2536625.453 Feet Northing: 361346.511 Meters
Easting 773165.005 Meters
Northing: 1185517.558 Feet
Easting 2536625.264 Feet
Scale Factor: 0.999942185
Elevation Factor: 0.999762149
Combined Factor: 0.999704348
Meta Data:
Auton 1 hr.11/9/10 OPUS corr.
3 min. 7/29/11,from SpgMtnl,avg.
Location Description:
1/2"x 24"rebar,orange cap mkd PLS6021, 0.2'down,4.2'west of baseball field fence, 12th
post south of gate post.
Monument Photos:
".:-
Point Description Sheet
McCall Control Point- GC1
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 54.60604
Russell Surveying,Inc. Longitude: 116 05 38.21296
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4975.332
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1531.407 Meters
Orthometric Elev: 5024.289 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184172.116 Feet 3.280833 Meters to feet
Easting 2535567.658 Feet Northing: 360936.956 Meters
Easting 772842.686 Meters
Northing: 1184173.875 Feet
Easting 2535567.788 Feet
Scale Factor: 0.999942399
Elevation Factor: 0.999762069
Combined Factor: 0.999704482
Meta Data:
3 min. occ. 8/10/11,set from Mcl
Location Description:
5/8"x 30" rb,pink cap mkd Control J. Russell, 0.2'up, sw quad on intersection, 30' S.Hemlock,
60'W. Roosevelt,pp S74dE, 18',guy anchor W 19'.
Monument Photos:
•
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Point Description Sheet
McCall Control Point- GV2
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,y.,..«.,, Geodetic Coordinates
Point Approved By: Latitude: 44 55 01.72146
Russell Surveying,Inc. Longitude: 116 05 34.65212
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4972.772
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1530.626 Meters
Orthometric Elev: 5021.729 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184891.833 Feet 3.280833 Meters to feet
Easting 2535827.011 Feet Northing: 361156.260 Meters
Easting 772921.713 Meters
Northing: 1184893.375 Feet
Easting 2535827.063 Feet
Scale Factor: 0.999942346
Elevation Factor: 0.999762191
Combined Factor: 0.999704551
Meta Data:
3 min. occ. 8/10/11,set from Mcl
Location Description:
5/8"x 30"rb,pink cap mkd Control J. Russell, 0.2' down,in new sod Lot 15 Blk 2 GV2,2" aspens
N14dE, 18.2'&N84dW,24.4'.
Monument Photos:
I3, 4 - .
ior_i law
Point Description Sheet
McCall Control Point-Market 1
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 42.80525
Russell Surveying,Inc. Longitude: 116 05 45.31869
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4977.354
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1532.023 Meters
Orthometric Elev: 5026.311 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182978.852 Feet 3.280833 Meters to feet
Easting 2535051.096 Feet Northing: 360573.358 Meters
Easting 772685.285 Meters
Northing: 1182980.972 Feet
Easting 2535051.382 Feet
Scale Factor: 0.999942504
Elevation Factor: 0.99976197
Combined Factor: 0.999704488
Meta Data:
3 min. occ. 7/29/11,set from Mcl
Location Description:
5/8"x 30"rebar,red cap mkd Control,flush West edge of concrete walk,West of Railroad
Ave. &East of Farmers Market area, South of Pine St.
Monument Photos:
l
L
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4
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Point Description Sheet
McCall Control Point-MCl
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 30.70566
Russell Surveying,Inc. Longitude: 116 05 56.72852
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4988.005
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1535.269 Meters
Orthometric Elev: 5036.962 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1181756.664 Feet 3.280833 Meters to feet
Easting 2534224.504 Feet Northing: 360200.947 Meters
Easting 772433.416 Meters
Northing: 1181759.153 Feet
Easting 2534225.040 Feet
Scale Factor: 0.999942674
Elevation Factor: 0.999761463
Combined Factor: 0.999704151
Meta Data:
Auton 2.25 hr. 7/29/11, OPUS corr.
Location Description:
5/8"x 30"rebar,red cap mkd Control, 0.3' down,4.4' South of bike path, 5.8'west of large
boulder,City Hall parking lot.
Monument Photos:
kflit...E14101-1-' ... -,- -...p:,::-,:,'::•_.:;.:,.IN.1,-..,;,,,,,...' ...,-;..,,,. ,_,, ....,.47?-14.1'.....4-stk.. . .
111111.11111111111.-OF'7-
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Iciiiiiimid /J.,:,'.. .. ..,.....,,',‘.. ,.. .:,_.■.',.,,.. 7-mr.F.7,*.Vri.1-47,!•44.5_1r.r. . . -
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Point Description Sheet
McCall Control Point-McGolf
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 56.17705
Russell Surveying,Inc. Longitude: 116 04 58.66071
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4992.83
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1536.694 Meters
Orthometric Elev: 5041.636 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184319.387 Feet 3.280833 Meters to feet
Easting 2538415.256 Feet Northing: 360981.831 Meters
Easting 773710.374 Meters
Northing: 1184321.102 Feet
Easting 2538414.527 Feet
Scale Factor: 0.999941829
Elevation Factor: 0.999761232
Combined Factor: 0.999703075
Meta Data:
3 min. occ. 7/29/11, set from SpgMtnl
Location Description:
5/8"rebar,red cap mkd Control, 0.3'up in flowers, 3'west of cart path,4.4' South of
Clubhouse Lane.
Monument Photos:
•
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,+ :>.-f: rc�W,4111''• - •':Y,::" ;� ..
ff 4..i:. ....1.'.1• E•:
Point Description Sheet
McCall Control Point-MDMS
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 53 52.69203
Russell Surveying,Inc. Longitude: 116 05 04.74212
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 5039.434
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1550.930 Meters
Orthometric Elev: 5088.341
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1177890.072 Feet 3.280833 Meters to feet
Easting 2537951.006 Feet Northing: 359022.763 Meters
Easting 773568.913 Meters
Northing: 1177893.728 Feet
Easting 2537950.417 Feet
Scale Factor: 0.999941921
Elevation Factor: 0.999759008
Combined Factor: 0.999700943
Meta Data:
Auton 2 hr. occ. 8/10/11 OPUS corr.
Location Description:
5/8"x 30" rb,pink cap mkd Control J. Russell, 0.2' down,north shoulder approach to Middle
School,large outcrop 6' se.
Monument Photos:
•
•
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Point Description Sheet
McCall Control Point-Mill 1
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 55.82226
Russell Surveying,Inc. Longitude: 116 05 43.94151
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4967.202
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1528.928 Meters
Orthometric Elev: 5016.159 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184297.072 Feet 3.280833 Meters to feet
Easting 2535155.844 Feet Northing: 360975.031 Meters
Easting 772717.203 Meters
Northing: 1184298.794 Feet
Easting 2535156.099 Feet
Scale Factor: 0.999942483
Elevation Factor: 0.999762454
Combined Factor: 0.999704951
Meta Data:
3 min. occ. 7/29/11,set from Mcl
Location Description:
5/8"x 30"rb red cap mkd Control, flush in South berm face btwn.Mill Rd. and McCall Ave.
16.2'North of Hemlock St.
Monument Photos:
A
•
Point Description Sheet
McCall Control Point-MSD 1
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 53 50.38106
Russell Surveying,Inc. Longitude: 116 07 04.91910
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4969.803
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1529.742 Meters
Orthometric Elev: 5018.828 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1177693.421 Feet 3.280833 Meters to feet
Easting 2529297.101 Feet Northing: 358962.841 Meters
Easting 770931.993 Meters
Northing: 1177697.136 Feet
Easting 2529299.125 Feet
Scale Factor: 0.99994372
Elevation Factor: 0.999762341
Combined Factor: 0.999706074
Meta Data:
Auton 8.5 hr. occ. 10/15/10 OPUS Con.
3 min. occ. 7/23/11,from VC5B
Location Description:
1/2"x 24"rb,2"blue cap mkd Survey Control John Russell,flush,ne corner shoulder Sewage
Storage Pond embankment, s. of Deinhard bypass.
Monument Photos:
iii.0.1„..
N
T ~ 1•
Point Description Sheet
McCall Control Point- neCrystalBlueWater
410 City of McCall NAD83(CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 55 01.64977
Russell Surveying,Inc. Longitude: 116 05 26.20783
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4972.419
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1530.472 Meters
Orthometric Elev: 5021.224 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1184882.011 Feet 3.280833 Meters to feet
Easting 2536434.774 Feet Northing: 361153.267 Meters
Easting 773106.904 Meters
Northing: 1184883.556 Feet
Easting 2536434.643 Feet
Scale Factor: 0.999942223
Elevation Factor: 0.999762215
Combined Factor: 0.999704452
Meta Data:
3 min. occ. 11/9/10,from FairwayParkl
3 min. occ. 7/29/11,from SpgMtnl,avg.
Location Description:
5/8"rebar bare, 0.6'down,west of Davis Ave.,NE Crystal Blue Waters Townhomes.
Monument Photos:
Kern
•t � Fa
s
Ii
Point Description Sheet
McCall Control Point-NWPauls 1
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 37.43446
Russell Surveying,Inc. Longitude: 116 06 10.65859
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4965.617
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1528.445 Meters
Orthometric Elev: 5014.574 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182442.638 Feet 3.280833 Meters to feet
Easting 2533224.675 Feet Northing: 360409.969 Meters
Easting 772128.759 Meters
Northing: 1182444.920 Feet
Easting 2533225.513 Feet
Scale Factor: 0.999942882
Elevation Factor: 0.999762533
Combined Factor: 0.999705429
Meta Data:
3 min. occ. 7/29/11, from Mcl
Location Description:
1/2"rebar,orange cap mkd PLS9585,flush in paved area NW Pauls prkg lot, 19.9'North of
conc wall, South of Lake St.
Monument Photos:
pro
Point Description Sheet
McCall Control Point- nwUBank
4110 City of McCall NAD83 (CORS96)NAVD88 GEOID03
Epoch 2002.00
cry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 35.95813
Russell Surveying,Inc. Longitude: 116 05 57.04138
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4972.316
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1530.556 Meters
Orthometric Elev: 5021.499 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182288.844 Feet 3.280833 Meters to feet
Easting 2534204.271 Feet Northing: 360363.107 Meters
Easting 772427.250 Meters
Northing: 1182291.172 Feet
Easting 2534204.813 Feet
Scale Factor: 0.999942679
Elevation Factor: 0.999762201
Combined Factor: 0.999704894
Meta Data:
3 min. occ. 7/23/11,from VC5B
3 min. occ. 7/29/11,from Mcl,avg.
Location Description:
5/8"rebar,bare, flush in concrete walk, 6.3' South of Lenora, 9.3'West fo 2nd St.,NW corner
of U.S.Bank.
Monument Photos:
11P11111: -
\ ;- _ • -
117
Point Description Sheet
McCall Control Point-pk-pobCrystalBeach
4110 City of McCall NAD83 (CORS96)NAVD88 GEOID03
Epoch 2002.00
cry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 37.62982
Russell Surveying,Inc. Longitude: 116 06 21.12730
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4957.451
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1526.025 Meters
Orthometric Elev: 5006.634 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182465.72 Feet 3.280833 Meters to feet
Easting 2532471.169 Feet Northing: 360417.002 Meters
Easting 771899.159 Meters
Northing: 1182467.995 Feet
Easting 2532472.234 Feet
Scale Factor: 0.99994304
Elevation Factor: 0.999762913
Combined Factor: 0.999705967
Meta Data:
3 min. occ. 7/23/11, from VC5B
Location Description:
PK nail,flush in center of paved approach to Crystal Beach Condos. (POS??)
Monument Photos:
ZArr
Y. w L
- •
Point Description Sheet
McCall Control Point- SeParkStPlaza
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 34.25335
Russell Surveying,Inc. Longitude: 116 05 52.28574
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4979.982
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1532.893 Meters
Orthometric Elev: 5029.165 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182114.677 Feet 3.280833 Meters to feet
Easting 2534545.87 Feet Northing: 360310.037 Meters
Easting 772531.339 Meters
Northing: 1182117.058 Feet
Easting 2534546.309 Feet
Scale Factor: 0.999942608
Elevation Factor: 0.999761835
Combined Factor: 0.999704457
Meta Data:
3 min. occ. 7/23/11,from VC5B
3 min. occ. 7/29/11,from MC1,avg.
Location Description:
5/8"rebar,yellow cap mkd PLS7314, 0.2'up west edge of concrete walk, SE corner of Park
St. Plaza,West of 3rd St.
Monument Photos:
1:,,,:7-1,..1
Point Description Sheet
McCall Control Point- SpgMtnl
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 40.29213
Russell Surveying,Inc. Longitude: 116 04 49.38878
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 5014.954
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1543.437 Meters
Orthometric Elev: 5063.760 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182707.494 Feet 3.280833 Meters to feet
Easting 2539076.088 Feet Northing: 360490.673 Meters
Easting 773911.735 Meters
Northing: 1182709.696 Feet
Easting 2539075.159 Feet
Scale Factor: 0.999941699
Elevation Factor: 0.999760176
Combined Factor: 0.999701889
Meta Data:
Auton 2.5hr. Occ. 7/29/11 OPUS corn.
Location Description:
5/8"x 30"rebar,red cap mkd Control,flush,toe of fill east side of SpgMtnBlvd,40'north of
int.with Wooley Ave.,golf course to East.
Monument Photos:
{f•:
xemtiatEN
1►•t '
Point Description Sheet
McCall Control Point-VC5-B
410 City of McCall NAD83 (CORS96)NAVD88 GEOIDO3
Epoch 2002.00
,,ry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 52 12.14340
Russell Surveying,Inc. Longitude: 116 06 22.74170
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 5038.249
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1550.653 Meters
Orthometric Elev: 5087.432 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1167728.308 Feet 3.280833 Meters to feet
Easting 2532290.27 Feet Northing: 355926.386 Meters
Easting 771844.038 Meters
Northing: 1167735.032 Feet
Easting 2532291.390 Feet
Scale Factor: 0.999943078
Elevation Factor: 0.999759064
Combined Factor: 0.999702156
Meta Data:
Auton 3.5hr. Occ. 6/22/11
3.75 hr.6/24/11
6.5 hr. 6/28/11
4 hr.7/23/11
4 hr.8/4/11 OPUS corr.Avg.
Location Description:
1/2"x 36"rb mkd PLS6021, 0.2'up,west shldr Norwood Road at crest of hill s. of Mcall Airport.
Monument Photos:
Alea. 7.7
- _
Point Description Sheet
McCall Control Point-X-rxwall
4110 City of McCall NAD83 (CORS96)NAVD88 GEOID03
Epoch 2002.00
cry.,M«a,, Geodetic Coordinates
Point Approved By: Latitude: 44 54 37.79509
Russell Surveying,Inc. Longitude: 116 06 15.40203
PLS: John Russell,ID PLS#6021 Ellipsoid Height: 4962.928
Prepared By: D.Bourne RSI 2/12 Orthometric Elev: 1527.695 Meters
Orthometric Elev: 5012.111 Feet
McCall Grid Coordinates State Plane Coordinates
Modified State Plane Zone 1103,Idaho West
Northing: 1182480.659 Feet 3.280833 Meters to feet
Easting 2532883.377 Feet Northing: 360421.554 Meters
Easting 772024.763 Meters
Northing: 1182482.929 Feet
Easting 2532884.318 Feet
Scale Factor: 0.999942953
Elevation Factor: 0.999762651
Combined Factor: 0.999705618
Meta Data:
15 sec. occ. 7/23/11, from VC5B