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G GPS Total Station 4700 G.1 Introduction G.2 Serial Ports The GPS Total Station 4700 system is a fully integrated GPS receiver, radio modem, radio antenna, and external GPS antenna. The 4700 GPS receiver is a low-latency, fast-update GPS engine designed to provide centimeter-level positioning for Real-Time Kinematic (RTK) surveys. It also features on-the-fly initialization for RTK mapping operations and provides differentially corrected C/A code positions accurate to better than one meter on a second-by-second basis. The 4700 receiver tracks GPS satellites on both the L1 and L2 frequencies to provide precise position data for land survey and mapping applications. The 4700 receiver records GPS data and makes all raw and computed data available through bi-directional RS-232 ports. There are three serial ports on the GPS Total Station 4700 receiver: Port 1 is typically connected to the TSC1 datalogger. (Flow control only on Port 1.) Port 2 is either connected to an external power source or to a desktop computer. Port 3 is for connecting to an external RTK radio. G.3 Turning the Receiver On Press the large green button on the 4700 receiver. After a second, the green LED turns on. G.4 Turning the Receiver Off Hold down the large green button on the 4700 receiver for a few seconds. The LEDs turn off. 290 TSC1 Asset Surveyor Operation Manual
GPS Total Station 4700 G G.5 Configuring the Receiver to Work with the Asset Surveyor Software No special configuration of the GPS Total Station 4700 receiver is required in order to use the Asset Surveyor software and 4700 receiver together beyond the usual GPS rover options that you need to configure in the Asset Surveyor software. The minimum Asset Surveyor software should be version 4.02. The following section describes the settings required to obtain submeter accuracy from your 4700 receiver. G.6 Operational Aspects Specific to the GPS Total Station 4700 The following sections outline the operational aspects specific to the 4700 receiver. G.6.1 Submeter Accuracy To achieve accuracy with the 4700 receiver of better than 1 meter (RMS) +2 ppm times the distance between the base station and the rover, you must use the GPS rover options configuration settings in the Asset Surveyor software listed in Table G.1. Table G.1 Recommended settings Setting Recommended value Position mode Overdetermined 3D or Manual 3D PDOP mask 4.0 or less SNR mask 6 or more Elevation mask 15 degrees or more TSC1 Asset Surveyor Operation Manual 291
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TSC1 Asset Surveyor Operation Manua
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Corporate Office Trimble Navigation
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Contents About This Manual 1 Quick
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Data Files . . . . . . . . . . . .
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7 Carrier Phase Data Collection Int
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B Pro XR System Introduction . . .
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Base Station Operation. . . . . . .
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Configuration for Use with the Asse
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About This Manual Welcome to the TS
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About This Manual Technical Assista
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1 Quick Setup In this chapter: ■
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1.2 Before Leaving the Office Quick
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1.5 Rover Configuration Quick Setup
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1.5.1 Data Collection Quick Setup 1
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1.6.1 Base Station Data Collection
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2 Introduction to the Asset Surveyo
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Introduction to the Asset Surveyor
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2.3 System Components 2.3.1 GPS Rec
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Introduction to the Asset Surveyor
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3 Introduction to the TSC1 Datalogg
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Function keys Backspace key Space k
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Introduction to the TSC1 Datalogger
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3.3.4 Menu Key 3.3.5 Next Key 3.3.6
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3.5.1 Choosing a PC Card 3.6 Reboot
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3.7 Data Capacity B Tip Introductio
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3.9.1 Battery Status Introduction t
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Introduction to the TSC1 Datalogger
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3.11Servicing Introduction to the T
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4 Before Leaving the Office In this
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Before Leaving the Office 4 The Qui
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4.3.1 Creating a Project Before Lea
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Before Leaving the Office 4 To star
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4.7 Data Files Before Leaving the O
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Before Leaving the Office 4 To ensu
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4.8 Data Transfer B Tip Before Leav
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4.8.2 Transferring Files to the TSC
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4.9 Configuring the System Before L
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B Tip Before Leaving the Office 4 T
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Table 4.2 Non-critical configuratio
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Table 4.3 Display configuration set
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5 In the Field In this chapter: ■
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In the Field 5 When you first start
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In the Field 5 If the Asset Surveyo
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In the Field 5 Note - The entire co
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In the Field 5 The skyplot is a gra
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In the Field 5 The Asset Surveyor s
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In the Field 5 You can perform a va
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Points Well sites Power poles Accid
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In the Field 5 Point features When
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In the Field 5 To segment a line fe
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In the Field 5 Reviewing features W
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B Tip In the Field 5 Repeating feat
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In the Field 5 To nest the updating
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In the Field 5 when driving along a
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B Tip In the Field 5 A line, area,
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B Tip In the Field 5 This form cont
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In the Field 5 When you have finish
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B Tip In the Field 5 The fields in
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In the Field 5 Feature icons Each e
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In the Field 5 Note - Changing a fe
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In the Field 5 You can use this for
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5.5.3 File Operations In the Field
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In the Field 5 To specify the filte
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In the Field 5 Searching In a large
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In the Field 5 Updating attributes
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In the Field 5 If a feature has alr
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5.5.5 Collecting New Features B Tip
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5.5.7 Exiting Data Update B Tip In
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The default mode is graphical. Use
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In the Field 5 In the Map display o
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5.6.4 Navigating Using the Map In t
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In the Field 5 When a feature’s l
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5.7 Navigating with the Asset Surve
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B Tip 5.7.2 Heading Lock In the Fie
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B Tip In the Field 5 Close-up scree
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5.7.5 Road Screen In the Field 5 Th
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5.7.6 Info Panels In the Field 5 In
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5.7.7 Waypoints In the Field 5 An A
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5.8 Managing Data Files C 5.8.1 Del
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5.8.3 Copying Files to and from the
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6 Back in the Office In this chapte
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B Tip Back in the Office 6 Transfer
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Back in the Office 6 To transfer fi
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B Tip Back in the Office 6 4. From
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The Data Transfer dialog appears: B
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Back in the Office 6 6. In the list
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6.4.1 Starting Differential Correct
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The Map window now displays this da
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Back in the Office 6 To export data
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6.7 Batch Processor Back in the Off
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CHAPTER 7 7 Carrier Phase Data Coll
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7.2.2 Planning Carrier Phase Data C
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Carrier Phase Data Collection 7 Tim
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Number of SVs 8 7 6 5 4 3 2 1 A Car
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Carrier Phase Data Collection 7 Alt
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7.2.7 Postprocessing Carrier Phase
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C Carrier Phase Data Collection 7 3
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7.4 In the Field Carrier Phase Data
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7.4.2 Starting to Log Data Carrier
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7.4.4 Logging Carrier Phase Data Ca
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Carrier Phase Data Collection 7 Ify
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7.5 Back In the Office Carrier Phas
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8 RTK Mapping In this chapter: ■
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RTK Mapping 8 While the RTK system
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RTK Mapping 8 The difference betwee
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C RTK Mapping 8 Warning - If you ar
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RTK Mapping 8 In the Asset Surveyor
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RTK Mapping 8 Note - You cannot der
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8.2.5 Data Collection RTK Mapping 8
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RTK Mapping 8 Positions logged in R
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RTK Mapping 8 Selecting a site for
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8.3.3 Radios C RTK Mapping 8 Trimbl
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Measure to here Correction Uncorrec
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8.3.5 Batteries RTK Mapping 8 The f
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SC1 datalogger TSC1 data cable PWR-
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RTK Mapping 8 4. Connect the radio
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RTK Mapping 8 2. Assemble and erect
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The Real-time output options form a
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RTK Mapping 8 To ensure RTK correct
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RTK Mapping 8 8.3.7 Setting up a Ro
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8.4 In the Field RTK Mapping 8 Once
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RTK Mapping 8 Note - These port set
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RTK Mapping 8 8.4.3 Recording Less
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RTK Mapping 8 8.5.1 RTK Positions i
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B Tip RTK Mapping 8 - Use Filter by
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A Pro XRS System In this chapter:
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Pro XRS System A A.4 Configuring th
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A.5.3 RTCM Output Pro XRS System A
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A.6 Cabling Diagram Pro XRS System
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Page 267 and 268: Pro XR System B B.4 Configuring the
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Page 273 and 274: C ProXL System In this chapter: ■
Page 275 and 276: Pro XL System C C.5 Operational Asp
Page 277 and 278: C.6 Cabling Diagram Pro XL System C
Page 279 and 280: D Series 4000 In this chapter: ■
Page 281 and 282: Series 4000 D For Maxwell Technolog
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Page 289 and 290: D.5.10 Receiver Outputs D.5.11 Velo
Page 291 and 292: D.7 Equipment List Series 4000 D Ta
Page 293 and 294: APPENDIX E E Site Surveyor 4400 Rec
Page 295 and 296: Site Surveyor 4400 Receiver E E.5 O
Page 297 and 298: E.5.7 Base Station Operation Site S
Page 299 and 300: E.7 Equipment List Site Surveyor 44
Page 301 and 302: F 4600LS Surveyor In this chapter:
Page 303 and 304: F.5 Operational Aspects Specific to
Page 305 and 306: F.5.6 Base Station Operation 4600LS
Page 307 and 308: 4600LS Surveyor F Figure F.2 Two-po
Page 309 and 310: F.7 Equipment List 4600LS Surveyor
Page 311: G GPS Total Station 4700 In this ch
Page 315 and 316: G.6.6 Receiver Outputs GPS Total St
Page 317 and 318: G.8 Equipment List GPS Total Statio
Page 319 and 320: H GPS Total Station 4800 In this ch
Page 321 and 322: H.2 Switches and Indicator LEDs GPS
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Page 325 and 326: H.7.3 Real-Time Output GPS Total St
Page 327 and 328: H.9 Equipment List GPS Total Statio
Page 329 and 330: I Laser Rangefinders In this chapte
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Page 349 and 350: B Tip Laser Rangefinders I 5. Press
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Page 357 and 358: Laser Rangefinders I Calibration of
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C Laser Rangefinders I Checking the
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C Laser Rangefinders I Warning - Th
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I.4 Laser Atlanta Advantage Laser R
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Laser Rangefinders I Cabling for th
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Laser Rangefinders I Calibration of
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Laser Rangefinders I Configuring th
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Laser Rangefinders I If you attempt
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Laser Rangefinders I 3. Keeping a s
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I.4.5 Collecting Data The following
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Laser Rangefinders I Powering The L
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Laser Rangefinders I I.5.3 Configur
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Laser Rangefinders I Select Externa
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Laser Rangefinders I Activating the
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Laser Rangefinders I You can press
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I.5.5 Collecting Data Laser Rangefi
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I.6.2 Accessories Laser Rangefinder
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Laser Rangefinders I Select Externa
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I.7.2 Accessories Laser Rangefinder
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Laser Rangefinders I Testing When y
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J External Sensors In this chapter:
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External Sensors J You can configur
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3. Change the fields in this form a
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B Tip External Sensors J - After co
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J.3 Digital Cameras External Sensor
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3. Change the fields in this form a
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J.4 Echo Sounders External Sensors
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B Tip 3. Change the fields in this
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B Tip External Sensors J The Asset
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K NMEA Output Messages In this chap
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K.2 Common Message Elements NMEA Ou
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Longitude of ascension node Mean an
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NMEA Output Messages K Fields 3 to
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NMEA Output Messages K K.3.8 ZDA: U
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Index Symbols .ddf files 42 importi
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B back in the office 4, 141, 226 ba
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waypoints 68, 101, 135 in GPS Pathf
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File manager module 14, 137-140 fil
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I icons 97 update status 98 Import
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Info panels 133 proximity alarm 130
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echarging the TSC1 battery 32 recom
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statistics, on files 138 status bat
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Reader Comment Form TSC1 Asset Surv
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