20241115
12391200
1.0
FALSE
htfd_planimetric_Driveway
1006250.000000
1029027.638520
822773.532004
856250.000000
1
002
Projected
GCS_North_American_1983
Linear Unit: Foot_US (0.304801)
NAD_1983_StatePlane_Connecticut_FIPS_0600_Feet
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20190930
14265600
20190930
14265600
htfd_planimetric_Driveway
Feature Class
14142
OBJECTID
OBJECTID
OID
4
10
0
Internal feature number.
Esri
Sequential unique whole numbers that are automatically generated.
Shape
Shape
Geometry
4
0
0
Feature geometry.
Esri
Coordinates defining the features.
Source
Source
String
50
0
0
Date_Added
Date_Added
Date
8
0
0
CODE
CODE
String
25
0
0
Shape.STArea()
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Double
0
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0
0
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Shawn Benham
Sanborn Map Co., Inc.
Project Manager
719-593-0093
1935 Jamboree Drive, Suite 100
Colorado Springs
Colorado
80920-5358
sbenham@sanborn.com
20190930
ArcGIS Metadata
1.0
Eric Young
The Metropolitan District
Principal GIS Analyst
860.278.7850 ext 3426
555 Main St
Hartford
Connecticut
06142-0800
eyoung@themdc.com
n/a
Digital
Data
Feature Class
htfd_planimetric_Driveway
2017-02-13
Final
The Metropolitan District
vector digital data
This metadata record describes the planimetrics produced for The Metropolitan District by the Sanborn Map Company. This planimetry was stereo-compiled from 4-band (R, G, B, NIR), 8-bit per pixel aerial photography. The imagery was flown on April 16th and May 3rd of 2015 using an UltraCam Eagle camera and the planimetrics comply with the American Society for Photogrammetry and Remote Sensing Accuracy Standards (ASPRS) for Class 2, large scale maps at 1" = 40'. The average flight altitude was 4200 feet. This planimetry is published in NAD_1983_StatePlane_Connecticut_FIPS_0600_Feet (US Survey Feet). The Vertical datum is National American Vertical Datum of 1983 (NAVD88).
Planimetry for The Metropolitan District to serve as a basemap for GIS applications.
Shawn Benham
Sanborn Map Co., Inc.
Project Manager
719-593-0093
1935 Jamboree Drive, Suite 100
Colorado Springs
Colorado
80920-5358
Hartford County
Connecticut
Planimetry
Planimetry
Hartford County
Connecticut
None
This data may be used be the requested party for stated purposes and should not be re-distributed.
This data is meant for use by requested parties. This data cannot be used without express consent.
Version 6.2 (Build 9200) ; Esri ArcGIS 10.7.1.11595
-72.8160258533804
-72.5694781662489
41.6262677252449
41.9298575782367
0.000000
491.706500
The Metropolitan District, CT
2015-04-16
2015-05-03
0.000000
491.706500
1
-72.727107
-72.643524
41.811045
41.719129
This data is meant for use by requested parties. This data cannot be used without express consent.
To ensure feature type attribution is consistent, coded domains were utilized in all feature classes for feature type identification. Geospatial consistency was ensured by defining a topology relationship within and between feature classes in the dataset.
To ensure feature type attribution is consistent, coded domains were utilized in all feature classes for feature type identification. Geospatial consistency was ensured by defining a topology relationship within and between feature classes in the dataset.
To ensure feature type attribution is consistent, coded domains were utilized in all feature classes for feature type identification. Geospatial consistency was ensured by defining a topology relationship within and between feature classes in the dataset.
Data completeness was verified through visual inspection against the aerial imagery utilized for stereo-collection.
This planimetry meets ASPRS Class 2 Accuracy Standards for 1"=40' scale mapping
Specification requires that data meet a 0.8' RMSE requirement. Points were surveyed and compared to location within the planimetry and found to meet this specification.
0.455724-foot RMSE
N/A
Planimetric mapping accuracy is not assessed vertically, but rather horizontally.
0.0
QA/QC. Planimetric data was reviewed and reworked as necessary for quality, consistency and completeness.
2015-10-23
Shawn Benham
Sanborn Map Co., Inc.
Project Manager
719-593-0093
719-528-5093
1935 Jamboree Drive, Suite 100
Colorado Springs
CO
80920
US
sbenham@sanborn.com
8:00 AM - 5:00 PM M-F
Image Acquisition by Sanborn Map Company, April 16th and May 3rd of 2015 , Using a UltraCam Eagle Camera. Imagery and GPS/IMU data is downloaded from disc on the plane to disc on the ground. GPS/IMU mission data is processed together with simultaneously collected ground-based GPS base station data in forward and reverse directions. This precisely determines the aerial camera's position and orientation in the terrain (project) coordinate system and allows for correct orientation of the imagery.
2015-05-01
Shawn Benham
Sanborn Map Co., Inc.
Project Manager
719-593-0093
719-528-5093
1935 Jamboree Drive, Suite 100
Colorado Springs
CO
80920
US
sbenham@sanborn.com
8:00 AM - 5:00 PM M-F
Stereo-compilation. Softcopy software was used to extract point, line and polygon features from aerial imagery. Feature coding was also applied.
2015-10-01
Shawn Benham
Sanborn Map Co., Inc.
Project Manager
719-593-0093
719-528-5093
1935 Jamboree Drive, Suite 100
Colorado Springs
CO
80920
US
sbenham@sanborn.com
8:00 AM - 5:00 PM M-F
Using the processed GPS/IMU data and correctly oriented imagery, a bundle adjustment is computed (AT).
2015-09-01
Shawn Benham
Sanborn Map Co., Inc.
Project Manager
719-593-0093
719-528-5093
1935 Jamboree Drive, Suite 100
Colorado Springs
CO
80920
US
sbenham@sanborn.com
8:00 AM - 5:00 PM M-F
Imagery and GPS/IMU data is downloaded from disc on the plane to disc on the ground. GPS/IMU mission data is processed together with simultaneously collected ground-based GPS base station data in forward and reverse directions. This precisely determines the aerial camera's position and orientation in the terrain (project) coordinate system and allows for correct orientation of the imagery.
Aerial Imagery and AGPS
IMG
Sanborn Map Co., Inc.
ground condition
2015-05-15
2015-05-22
Raw Aerial Imagery - UltraCam Eagle Digital Aerial Camera, Sanborn Map Company.
Aerial Imagery
IMG
Sanborn Map Co., Inc.
Raster data
ground condition
2015-05-12
2015-05-22
Geodetic ground control is used to create a digital control file and control report as well as QC check of planimetric accuracy. Predefined points within the project area are targeted and photo-identifiable locations are measured. These points along with their precise coordinates are used in the AT process and to check the accuracy of the resulting planimetry.
LiDAR
CONT
Sanborn Map Co., Inc.
Vector data
ground condition
2015-06-01
2015-06-10
1
dataset
EPSG
5.3(9.0.0)
14142
Simple
FALSE
14142
TRUE
FALSE
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