Control Data
Station Name: GPS1
Date: 2/94
Monument Type: 5/8” Rebar – Plastic Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
Stop Sign
SW
34.3’
SW Side Conc. Pillar
NE
84.2’
Painted Aerial Target
SSW
55.5’
Azimuth Mark
Azimuth
Distance
Station 21
222˚08’27’
1479.164’
Description of Points:
Station GPS 1 is a 5/8’ rebar with a yellow plastic cap
stamped “NDM” on the NW side of La Prada Drive and
between Interstate 635 and off ramp west of Interstate 635
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2541181.591
Zone:
Code:
Y 6994935.396
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6995901.8452
Zone: N. CENTRAL
001˚01’01.5034
E 2541532.6906
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚50’37.006912”
Data
Longitude
096˚38’06.503703”
Field Sketch:
Elev. (feet)
North
West
496.81
Control Data
Station Name: GPS2
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
Corner of Concrete
NNE
3.35’’
Corner of Concrete
SE
8.75’
Light Pole
SW
25.70
Azimuth Mark
Azimuth
Distance
Station 22
220˚24’39’
1619.148’
Description of Points:
Station is a City of Mesquite Brass Cap Stamped “GPS@”
inside a logo cover in center median of Oates Drive, just NE
of Bridge over creek.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
X 2544085.957
State:
Zone:
Y 6993943.492
Code:
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6994909.8038
Zone: N. CENTRAL
001˚01’19.9557
E 2544437.4587
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚50’26.681690”
Data
Longitude
096˚37’32.670738”
Field Sketch:
Elev. (feet)
North
West
491.08
Control Data
Station Name: GPS3
Date: 2/94
Monument Type: 5/8” Rebar – Plastic Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
SE Corner Conc Pad
W
96.3’
SW Corner Old Bridge
E
120’
Power Pole
S
119.8’
Azimuth Mark
Azimuth
Distance
Station 23
061˚14’54’
835.306’
Description of Points:
Station GPS 3 is a 5/8’ rebar with a yellow plastic cap
stamped “NDM” and driven flush with the gound on the
Mesquite Golf Course, South of a creek.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2548199.756
Zone:
Code:
Y 6993016.581
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6993982.7644
Zone: N. CENTRAL
001˚01’46.1448
E 2548551.8254
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚50’16.782112”
Data
Longitude
096˚36’44.651983”
Field Sketch:
Elev. (feet)
North
West
465.61
Control Data
Station Name: GPS4
Date: 2/94
Monument Type: PK Nail
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
60D - Guardrail
SW
23.94’
60D - Guardrail
NE
26.99’
Azimuth Mark
Azimuth
Distance
Station 24
238˚25’25’
1485.886’
Description of Points:
Station GPS 4 is a Targeted PK Nail on the right shoulder of
eastbound Interstate 30, 5.4 feet from guardrail, between
two bridges.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2551049.391
Zone:
Code:
Y 6992660.018
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6993626.1527
Zone: N. CENTRAL
001˚02’04.3180”
E 2551401.8549
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚50’12.746415”
Data
Longitude
096˚36’11.330892”
Field Sketch:
Elev. (feet)
North
West
464.23
Control Data
Station Name: GPS5
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
60D SE Face of Pole
NE
60.80’
Light Pole
ESE
20.0’
Chiseled X Top Curb
SW
58.2’
Azimuth Mark
Azimuth
Distance
Station 25
174˚14’22’
1683.638’
Description of Points:
Station GPS 5 is a City of Mesquite Brass Cap Stamped
“GPS 5” and a logo cover, west of the intersection of Belt
Line Road and Northwest Drive. Station is on the North side
of the center median.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2553269.142
Zone:
Code:
Y 6989772.433
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6990738.1688
Zone: N. CENTRAL
001˚02’18.1716”
E 2553621.9124
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚49’43.779931”
Data
Longitude
096˚35’45.929831”
Field Sketch:
Elev. (feet)
North
West
461.82
Control Data
Station Name: GPS6
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
Top Bolt Fire Hydrant
NW
81.0’
Top Bolt Fire Hydrant
SE
62.40’
60D NE Face of Pole
SW
55.45’
Azimuth Mark
Azimuth
Distance
Station 26
090˚03’55’
1213.886’
Description of Points:
Station GPS 6 is a City of Mesquite Brass Cap Stamped
“GPS 6” and set in concrete with logo cap, in center median
of Town East Boulevard, approximately 77 feet east of the
center line of Red Wolf Drive and Town East Boulevard.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2552722.332
Zone:
Code:
Y 6984382.962
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6985347.9531
Zone: N. CENTRAL
001˚02’14.0532
E 2553075.0262
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚48’50.555708”
Data
Longitude
096˚35’53.481085”
Field Sketch:
Elev. (feet)
North
West
521.97
Control Data
Station Name: GPS7
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
PK Nail & Shiner
NW
12.51’
PK Nail & Shiner
NE
13.33’
3” Tree
S
10.09’
Azimuth Mark
Azimuth
Distance
Station 27
357˚30’43’
1903.722’
Description of Points:
Station GPS 7 is a City of Mesquite Brass Cap stamped
“GPS 7” with a logo cover, set in center median of the 220
Block of Belt Line Road, approximately 225 feet south of the
center of the intersection of Belt Line Road and Ripplewood
Street, approximately 1000’ North of Interstate 20.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2553591.702
Zone:
Code:
Y 6977332.907
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6978296.9237
Zone: N. CENTRAL
001˚02’18.7918”
E 2553944.5164
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚47’40.648066”
Data
Longitude
096˚35’44.792643”
Field Sketch:
Elev. (feet)
North
West
482.13
Control Data
Station Name: GPS8
Date: 2/94
Monument Type: 5/8” Rebar – Aluminum Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
SW CRNR – Brick House
NE
54.5’
Corner of Conc. Walk
ENE
34.8’
Chiseled Square
SSW
17.9’
Azimuth Mark
Azimuth
Distance
Station 28
090˚02’20’
1168.303’
Description of Points:
Station GPS 8 is a 5/8’ rebar with a 1 ½” aluminum cap
stamped “GPS 8” and driven flush with ground at the west
end of a cul-de-sac at the west end of Wheatfield Drive.
Please note the GPS 8 is not aerial target south of cul-desac.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2558469.63
Zone:
Code:
Y 6971882.234
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6972845.4974
Zone: N. CENTRAL
001˚02’49.3189”
E 2558823.1182
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚46’45.841664”
Data
Longitude
096˚34’48.820117”
Field Sketch:
Elev. (feet)
North
West
461.35
Control Data
Station Name: GPS9
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
Top Bolt Fire Hydrant
NW
42.43’
Chiseled X in Concrete
SE
39.54’
Chiseled X in Concrete
SW
45.97’
Azimuth Mark
Azimuth
Distance
Station 29
073˚16’08’
1426.476’
Description of Points:
Station GPS 9 is a City of Mesquite Brass Cap stamped
“GPS 9” with a logo cap in median of Kearney Street, west
of Intersection with Rose Bluff Terrace. Station is southwest
of Plexcare Medical-Surgical Center and Creek Crossing
Community Baptist Church.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2559661.86
Zone:
Code:
Y 6968680.986
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6969643.8079
Zone: N. CENTRAL
001˚02’56.5598
E 2560015.5135
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚46’13.953391”
Data
Longitude
096˚34’35.543649”
Field Sketch:
Elev. (feet)
North
West
455.34
Control Data
Station Name: GPS10
Date: 2/94
Monument Type: 5/8” Rebar – Plastic Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
60D S Face of Tree
NW
45.35’
PK Nail and Shiner
NE
29.81’
60D NW Face of Util. Pole
SE
33.08’
Azimuth Mark
Azimuth
Distance
Station 30
093˚59’43’
1731.613’
Description of Points:
Station GPS 10 is a 5/8’ rebar with a yellow plastic cap
stamped “NDM 2609”, driven flush with ground, south of
Scyene Road
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2561767.033
Zone:
Code:
Y 6966496.053
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6967458.5722
Zone: N. CENTRAL
001˚03’09.7491
E 2562120.9776
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚45’51.954027”
Data
Longitude
096˚34’11.360698”
Field Sketch:
Elev. (feet)
North
West
441.87
Control Data
Station Name: GPS11
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
60D Top Guardrail Post
ENE
15.12’
60D W Face Tele Pole
SE
54.53’
Azimuth Mark
Azimuth
Distance
Station 31
092˚11’55’
2031.191’
Description of Points:
Station GPS 11 is a City of Mesquite Brass Cap Stamped
“GPS 11” with logo cap in median of East Glen Boulevard
West of bridge.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2562238.619
Zone:
Code:
Y 6965354.048
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6966316.4099
Zone: N. CENTRAL
001˚03’12.6268
E 25628592.6288
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚45’40.569516”
Data
Longitude
096˚34’06.084320”
Field Sketch:
Elev. (feet)
North
West
442.51
Control Data
Station Name: GPS12
Date: 2/94
Monument Type: PK Nail & Washer
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
Stop Sign
E
82.3’
60D In Corner Post
SSE
48.20’
Azimuth Mark
Azimuth
Distance
Station 32
256˚04’40’
908.139’
Description of Points:
Station GPS 12 is a targeted PK Nail and Washer on south
side of Mesquite Valley Road approximately 180 feet westsouthwest of Rivercrest Drive
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2563998.247
Zone:
Code:
Y 6960799.618
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6961761.3504
Zone: N. CENTRAL
001˚03’23.3278
E 2564352.4993
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚44’55.188353”
Data
Longitude
096˚33’46.463569”
Field Sketch:
Elev. (feet)
North
West
428.24
Control Data
Station Name: GPS13
Date: 2/94
Monument Type: City of Mesquite Brass Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
PK Nail & Shiner
NW
14.10’
Light Pole
NE
46.85’
Center of Manhole
SE
78.00’
Azimuth Mark
Azimuth
Distance
Station 33
015˚51’23’
1131.740’
Description of Points:
Station GPS 13 is a City of Mesquite Brass Cap stamped
“GPS 13” with a logo cap in the median of the 1900 block of
Failthon P. Lucas Boulevard, west of bridge over North
Mesquite Creek.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2566512.85
Zone:
Code:
Y 6957684.776
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6958646.0786
Zone: N. CENTRAL
001˚03’39.0161”
E 2566867.4502
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚44’23.911014”
Data
Longitude
096˚33’17.698461”
Field Sketch:
Elev. (feet)
North
West
416.17
Control Data
Station Name: GPS14
Date: 2/94
Monument Type: 5/8” Rebar – Plastic Cap
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
60D S Face Util. Pole
NNE
53.01’
PK Nail & Shiner
SE
12.43’
Top Center Tele Box
NW
33.50’
Azimuth Mark
Azimuth
Distance
Station 34
135˚04’56’
3751.235’
Description of Points:
Station GPS 14 is a 5/8’ rebar with a yellow plastic cap
stamped “NDM 2609” and driven flush with the ground 17.0’
southwest of the center of the intersection of Cartwright
Road and Edwards Church Road.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
X 2566955.677
State:
Zone:
Code:
Y 6954140.706
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6955101.5187
Zone: N. CENTRAL
001˚03’41.4242
E 2567310.3376
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚43’48.765623”
Data
Longitude
096˚33’13.283188”
Field Sketch:
Elev. (feet)
North
West
439.50
Control Data
Station Name: GPS15
Date: 2/94
Monument Type: ¾” Iron Pin
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
60D Nail in Pole
NW
27.60’
16P Nail in Pole
NE
74.20’
Nail Brace Pole
SSW
33.34’
Azimuth Mark
Azimuth
Distance
Station 34
292˚25’21’
1128.550’
Description of Points:
Station GPS 15 is a ¾” iron pin approximately 300 feet
Northeast of the intersection of Lawson Road and
Cartwright Road.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2570647.139
Zone:
Code:
Y 6951054.279
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6952014.6655
Zone: N. CENTRAL
001˚04’04.6232”
E 2571002.3100
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚43’17.550370”
Data
Longitude
096˚32’30.746947”
Field Sketch:
Elev. (feet)
North
West
434.66
Control Data
Station Name: GPS16
Date: 2/94
Monument Type: ¾” Rebar
City: Mesquite
County: Dallas State: TX
Surveyor: E. Seaton
Prepared by: Aerial Data Service
Project Name: Nathan D. Maier
Distances & Directions to Prominent & Reference Marks
Reference Point
Direction
Distance (feet)
Nail in 16” Pecan
NNW
53.20’
Azimuth Mark
Azimuth
Distance
Station 36
261˚24’52’
808.873’
Description of Points:
Station GPS 16 is a ¾” rebar set in 6” PVC Pipe with a
chiseled “X” on top of hill north-northeast of treatment plant.
Note: Point is north-northeast of a 5/8” rebar & yellow plastic
cap and is “Pig penned” with 6 “T” posts.
Adjusted Horizontal Control Data
Order: Second
Survey Method: GPS
Combined Scale Factor: 0.999861855
Site
Coordinates
Plane Azimuth Angle
Grid Data
(U.S. Survey Feet)
(Convergence)
State:
X 2570658.66
Zone:
Code:
Y 6948128.869
NAD 83
Coordinates
Plane Azimuth Angle
Surface Data
(U.S. Survey Feet)
(Convergence)
State: TEXAS
N 6949088.8512
Zone: N. CENTRAL
001˚04’04.3487”
E 2571013.8323
Code:
Metric Conversion Factor: 3.28083333333
Position: NAD 83
Geodetic
Latitude
032˚42’48.604935”
Data
Longitude
069˚32’31.250280”
Field Sketch:
Elev. (feet)
North
West
431.47