Jerome J. Butler

From Design Review Process to As-Builts With a Water GIS

ABSTRACT: The Colorado Springs Utilities Water Resources Department is a city-owned water and wastewater utility, serving a population of approximately 430,000. This paper presents the steps involved beginning with water facility designs and ending with final geographic and attribute data referenced to as-built drawing images within the GIS. The water design is referenced to the GIS by creating a polygon and assigning a pointer variable to an image of the water design drawing. This information is used along with a resource management system to help monitor the construction phase. All new water systems features are located using decimeter-accuracy GPS. The GPS data along with notes from Department inspectors are used to update the GIS. The GIS data are exported and added as a layer on the design drawings to create an "as-built" image. The as-built is referenced back to the polygon in the GIS for later image retrieval.

COLORADO SPRINGS UTILITIES

Colorado Springs is a community of about 350,000 people at the foot of the Rocky Mountains in central Colorado. The climate is temperate and semi-arid. The Utilities service area includes over 400,000 people.

Colorado Springs Utilities (CSU) is a 4-utility company, wholly owned by the City of Colorado Springs.

GIS Organization
Figure 1. CSU GIS Organization

The City Council serves as our Board of Directors and our customers are in effect our shareholders (Fig. 1). Electric and Gas are separate Departments, while Water and Wastewater are combined in the Water Resources Department. In addition, there is a "headquarters" consisting of the central Utilities administration. Each Department, including some central staff departments, contains its own GIS section, whose various responsibilities reflect the Department-unique needs. In addition, the City government GIS section (not part of Utilities) contributes zoning and planning data and the County government GIS section contributes county-wide parcel data.

THE CSU GEOGRAPHIC INFORMATION SYSTEM (GIS)

The CSU GIS is called the "Facility Information Management System", or FIMS. This system began in 1988 with a resolution to proceed, and it has evolved through 12 years into a very large, integrated Arcinfo-based GIS. The central CSU GIS office is the FIMS Section of the Business Information Systems (BIS) department. This section handles common administrative actions such as licensing and Utilities-wide development efforts. BIS-FIMS is also responsible for maintaining common Utilities-wide GIS coverages, such as planimetric and cadastral coverages, thus freeing the "operating departments" to concentrate on their specific facilities. All common-use coverages are fully shared, including the Departments' major facility data. BIS-FIMS also maintains SDE layers of all major coverages.

The CSU GIS system is Unix-based, using Sun workstations running the Sun Solaris operating system. There are 75 Sun workstations being used, 33 in the Water Resource Department. The data servers are all Unix-based. Efforts to migrate FIMS access to desktop PCs consist of several intranet applications and (eventually) an adaptation of the Arcinfo 8 Desktop package. There are some workstation/PC interfaces in the Design-to-As-Built process, and we'll refer again to them when we get to that discussion.

Since this presentation is concerned with water GIS data processes, the remainder of the discussion will consider primarily the Water Resources Department GIS system, with other parts of the organization mentioned as interfaces occur.

THE WATER RESOURCES DEPARTMENT GIS

The primary raw water source is snowmelt from Pikes Peak and from the area of the Continental Divide, west of Colorado Springs. Some 600 miles of pipe, about 120 miles of the Arkansas River, several tunnels and 25 reservoirs form the raw water collection system. The CSU water service area (Fig. 2) includes 205 sq. miles, in which are six water treatment plants, 1600 miles of treated water mains, over 50,000 valves, some 20,000 hydrants, and 30 storage tanks and reservoirs. The service area is broken up into 47 pressure zones, necessary because there is about 2000 feet of vertical variation within the water service area.

Mains & Pressure Zones
Figure 2.  CSU Distribution Mains and Pressure Zones

The chief access to water FIMS data is through an in-house application called the Map Builder program. This is a large Arcinfo AML program that runs on Sun workstations and from PCs using (in our case) the "X-Term" application from Novell's LAN Workplace Pro package. Originally conceived as a mapping program, it has evolved into the primary vehicle for users and other applications to access water and wastewater data.

The Map program, using the entire FIMS database, can find specific locations using nine different criteria, and also can retrieve previously saved map displays (Appendix, Fig. A1). Forty-seven coverages are available, as shown here on the Utilities and City Menus (Figs. A2 and A3). For many of these coverages, annotation and/or text can be selected for display (Fig. A4). Six user-specified (non-standard) coverages can be entered and displayed. There is a full set of geometric display adjustments (zoom, pan, etc.) and several built-in analysis functions (Fig. A5). Finally, there is a full set of output options, including DXF and shape files of all displayed data in any arbitrary area (Fig. A6).

Having waded through all the background information, it's finally time to get to the meat of this paper: the Design-to-As-Built process, and the part the FIMS GIS plays in that process.

There are two tracks that water design and construction follow. One is internal, by which the requirement, design and construction all occur within the Water Resources Department. The external track involves a developer or builder submitting a water plan for a project and, upon approval, building the necessary water facilities. Though similar in many ways, these processes differ enough to be discussed separately.

THE INTERNAL PROCESS


Internal Process

Figure 3.  The Internal Design-to-As-Built Process


Internal requirements originate from the Department's Distribution System Improvement Committee. During the Committee's review and approval, real-time Map Builder displays of FIMS GIS data, projected on a screen, are used as discussion aids. Each project is analyzed for hydraulic soundness using MW-Soft's "H2ONet" application. This application uses FIMS transmission water main data input from Map Builder-generated DXF or shape files, generated at the time of analysis to ensure that data are the most current.

After the necessary reviews and approvals, a project is referred to the Design Section. The first step here is a preliminary analysis. The Design Supervisor makes a Map Builder plot of the area in question, using the appropriate FIMS GIS coverages. The intent here is to identify and resolve major issues before they become real problems. Areas of interest include things like rights-of-way and easement issues, landform constraints, facility impacts to or from other utilities, and survey control needs.

The in-house surveyors use the preliminary analysis results to perform a verification survey of all existing facilities in the design area.  The surveyors verify existing control points as necessary.  If new control points are needed, the surveyors establish them. One of the GIS coverages maintained by the central BIS-FIMS section is a city-wide coverage of "FIMS control points." This is a collection of highly accurate surveyed and often "GPS'd" points, throughout the Utilities service area, which the surveyors use as their base. Data the surveyors obtain on any new control points are forwarded to BIS-FIMS to be added to this coverage.

After foreseeable issues are handled and the survey performed, the project is referred to a designer. The designer creates a DXF file using the Map Builder. The Map Builder composes a single DXF file with a separate layer for every combination of coverage, feature class, annotation and text present on the display. Imported into AutoCAD, this GIS data becomes the design baseline. The AutoCAD design, coupled with the GPS or surveyed points, is then the controlling drawing document through the construction process. A copy of this design drawing is sent to the GIS section for entry into the FIMS database, labeled as "design data." Entries are made to 4000-ft-square tiled coverages and saved to a master water FIMS GIS database consisting of 330 tiles that contain water data.

Early in the process, a master work order is generated. The CSU work order system is a highly customized version of  PSDI's "Maximo."  BIS-FIMS has developed an interface between Maximo and  FIMS called "MaxMaps."  Using this interface, the work order creator outlines a polygon over a FIMS GIS display of the project area.  This polygon and all the appropriate utility features that it includes are then tied to the work order and hence to any related images, including the design drawing and later the as-built drawing. This constitutes the geographic representation of the project in the FIMS GIS database. Because these polygons may overlap, they are maintained only in an SDE database. The polygons will be used to zoom to a selected project, feature, or area and to retrieve electronic or scanned hard copy images of project drawings and documentation.

When construction is nearing completion, the Department GIS Section's GPS crew visits the project and obtains GPS positions of all point features (hydrants, valves, fittings, etc.) to decimeter accuracy.

The design drawing is red-lined to become the as-built drawing by an appropriate construction supervisor. This drawing is then forwarded to the GIS section for entry into the FIMS database. Since the features and their geographic attributes had been entered at the design stage, this entry consists of updating the data to actual positions based on the GPS data, adding any additional features, and changing the data status from "design" to "built." Once the changed tile coverage is sent forward, all master and working water database instances are updated within minutes.

The equipment and installation attributes are then added to each feature's attribute table through a menu-driven Arcedit application. Again, the tile coverage is sent forward, and will show up via the Map Builder application in the planning discussions for the next project in that area.

THE EXTERNAL PROCESS


External Process

Figure 4.  The External Design-to-As-Built Process

The external Design-to-As-Built process is actually simpler, since the developers do most of the work. However, it's harder to monitor. We can easily ensure that all internal designs and construction follow defined specifications and procedures, but this is not as easily done with a large number of developers and builders in a fast-growing community. Our approach is to employ reviews at specific points in the cycle, using the FIMS GIS as the geographic reference.

The FIMS GIS is present from the very beginning. Developers can (and do) go to our CSU Development Services Division to obtain map book pages of their area of interest for all utilities (gas, electric, water and wastewater). If these standard maps are not suitable, Development Services uses the Map Builder program to generate unique maps or DXF files.

During their design activities, developers may submit a recorded plat or a non-recorded Utilities Development Plan (UDP). Either of these includes planimetric and cadastral data, which is reviewed by the Customer Service Department's Development Services Division to head off any major issues, such as easements, zoning, address conflicts, etc. Upon approval, these are entered into special FIMS coverages that contain only proposed lots and street layouts. This data is then available to anyone else who has plans in the same area through the Map Builder program. In either case, plat or UDP, the developer must submit a separate "Water Plan", detailing plans for building the water and wastewater portion of the project.

The Water Plan is reviewed within the Water Resources Department for specification compliance, distribution main pressure and flow, collector capacities, easements, and so on using GIS data - usually in the form of a hard copy map book page. Hydraulic modeling using the H2ONet program is also performed at this point, as is a review of the impact on existing infrastructure (tanks, pumps, regulator valves, etc.). Covenants are reviewed for private water facility systems to ascertain that CSU and owner responsibilities are appropriate and clearly stated. Variances are considered and approved or forwarded to higher levels. The approved design, as before, is sent to the Water Resources GIS section for inclusion in the FIMS database as "design features."

As the development proceeds, the developer notifies the Water Resources Inspection section that their water construction is ready for inspection. This is when the design drawing becomes the as-built drawing. An inspector visits the site, ensures that all work is in accordance with specification or standard practice, and records and changes or deviations from the design on a copy of the design drawing. This red-lined drawing, coupled with any further notes taken by the inspector, becomes the "official" hard-copy As-Built Drawing. At this time, the GIS section GPS crew visits the site to obtain accurate positioning on all water system features.

The as-built drawing and the GPS positioning data are forwarded to the GIS section, where the design features are updated in the GIS to their actual location and configuration. From here on, the GIS-related actions are identical to those in our internal process.

FUTURE

As mentioned in the introduction, the CSU GIS system has been evolving for 12 years. We are not there yet. The more conversion you do, the more you can do with the data, so the more conversion you realize you still need. It never ends! We have recently begun using ruggedized mini-laptops with character recognition capability in place of hard-copy map books for our locators.  We will soon begin providing these to our inspectors for red-lining design drawings and collecting attributes in the field, before the hardware is buried. We are on the verge of providing a more seamless interface between the FIMS GIS database and the H2ONet hydraulic modeling application, using shape files rather than DXF files. We are actively investigating which of several possible interfaces between our GIS and the AutoCAD design software is best for us, both at design and red-line times.  We are developing a utilities-wide outage tracking system using a variant of the Map Builder software to supply "affected area" polygons within one minute of notification to a BIS-FIMS intranet application called "Project View" to be used by customer service representatives fielding call-ins.  There is a general commitment to move GIS from workstations to "anyone's PC," but beyond the basic idea the form and substance of that movement is hazy - getting a pretty picture over is easy, but there's a combination of simplicity and practical usability that is still elusive.

SUMMARY

In both our "internal" and "external" processes, GIS is virtually always present. The information critical to water system design, construction and approval is being carried forward by our FIMS GIS in easily accessible, reviewable, and printable form. Information flows from the GIS to individuals and back in such a way that the latest good information is always available. GIS doesn't do anything truly new in this process - maps, review processes and documentation have been with us for a long time. However, the speed at which an arbitrary set of accurate spatially related information can be gathered and presented for any number of  purposes is unprecedented. GIS is a true multiplier of the efficiency and productivity of our Design-to-As-Built process. We look forward to continued improvement as our evolution continues.

APPENDIX: Map Builder Menus


Figure A1.  Main Menu

Figure A1.  Map Builder Main Menu
The Map Builder Main Menu is the entry point to anywhere in our GIS coverages. The design aim is to present all pertinent choices to the user, avoiding hidden, cascading drop-down menus. Though this sometimes covers up part of a map display, we accept this inconvenience.

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Figure A2. Utilities Coverage Selections

Figure A2.  Map Builder Utilities Coverage Selection Menu
Though most selections are coverages in their own right, many are partial or combined coverages that are selected or assembled in the background. Note that there is a submenu for gas and electric coverages; this is due to the 100-item AML menu limit.

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City Coverages

Figure A3.  Map Builder "City" Coverage Selection Menu
These coverage selections are those that are not uniquely utilities coverages. Generally speaking, these are the planimetric and cadastral coverages.

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Figure A4.  Text Selections

Figure A4.  Map Builder "City" Text Selection Menu
This illustrates the types of choices available for either attribute value text or annotation.  The slider bars govern the frequency of appearance of contour elevation tags

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Figure A5.  Locator Menu

Figure A5.  Typical Map Builder Locator Menu
The eight locator menus differ only in the top area, where the specific location information is entered. Below this area, each locator menu presents a full range of map area display options, several analysis tools, and a set of further menus.

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Figure A6.  Output Menu

Figure A6.  Map Builder Output ("Print") Menu
The Print Menu shows the wide range of output options available to the user. Note that DXF and shape file outputs are also provided. As with a plot, these outputs record whatever is displayed on the Arcplot screen: a single DXF file with multiple layers or a set of shape files. (Not including text and annotation in the case of the shape files, of course.)

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Jerome J. Butler
Lead GIS/Database Analyst
Water Resources Department, Colorado Springs Utilities
30 South Nevada Ave., MC 710
Colorado Springs CO 80903
Ph 719-668-8705
FAX 719-448-8734
jbutler@csu.org