Dallas Water Utilities Benchmarks

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Dallas Water UtilitiesBenchmarksApril, 2014

PurposeTo communicate changes and additions to the Dallas Water Utilities Benchmark publication as part of theDallas Water Utilities Elevation Control Network maintenance program.The City of Dallas has recognized that having a consistent elevation datum within the City providesnecessary structure for any construction efforts. Additionally, having a freely available set of Benchmarkscan reduce construction costs not only for City sponsored projects but for privately sponsored projects, aswell.CaveatsNeither the City of Dallas, any Department operated by the City of Dallas, City of Dallas employees, nor Cityof Dallas Contractors, assume any liability for the use or reliance on any data presented herein. In all cases,it is the responsibility of the user to verify the correctness or usefulness of this data for any purposeswhatsoever.In Case of Errors:It is possible that errors exist in this document. Errors can include poorly written location descriptions,elevations that may be incorrect, coordinates or Latitudes and Longitudes that are in error, not foundbenchmarks, or anything else that would render a benchmark questionable. We encourage the users of thisdata to provide feedback on the information herein provided, and if errors are found, please forward yourfindings to:Anel RodríguezProject CoordinatorDallas Water Utilities2121 Main Street, Suite 401Dallas, Texas 75201(214) 948-4614DWUUAISurvey@dallascityhall.com

Data PresentationThe data presented in this document is as follows:cntThis column is a simple count and is issued by the database. The count for an individualBenchmark is likely to change with each version of the Dallas Water Utilities Benchmark List.It is on this report to facilitate communication between parties, so they can be sure that arediscussing the same information.Final-NameThis is the permanent and unique name for a Benchmark. This name is assigned by the mostapproximate MAPSCO grid. This name is not anticipated to change over time; however,there are no guarantees that a Benchmark’s name will not change. Also consider that abenchmark can be removed if it is not found or destroyed.*Denotes Benchmarks based on NAVD 88. There are only 83 BM based on this datumLocationThe location column is a listing of cross streets. This is a description of a street intersectionon which, or near which, the Benchmark is located. In some cases, an actual address isgiven. In these cases, the benchmark will be located near that address.GPS-DateThis is the date the benchmark was verified as still existing.Date SetThis is the date the benchmark was first established.DescriptionThe Description is a written description of what the Benchmark looks like.State PlaneNorthingThe Northing ordinate of the State Plane Coordinate. This was developed through GPSSoftware based on NAD83.State PlaneEastingThe Easting ordinate of the State Plane Coordinate. This was developed through GPSSoftware based on NAD83.ElevationThis is the Elevation of the Benchmark, based on NGVD29, unless denoted with an (*). Seedescription above.LatitudeThe Latitude is the latitude of the Benchmark as computers by the GPS software based onNAD83. Notice that the Latitude is always presented with an “N” as the last digit.LongitudeThe Longitude is the latitude of the Benchmark as computers by the GPS software based onNAD83. Notice that the Longitude is always presented with a “W” as the last digit.

Preface to the April, 2014 Versionof theDallas Water Utilities BenchmarksThis list of Dallas Water Utilities Benchmarks has been electronically available for about two years. Duringthis time, there have been several versions submitted. The Dallas Water Utilities Automation andIntegration Division continues to provide maintenance to existing benchmarks. Additionally, it has beenreviewing the data for accuracy and correctness. The result of this effort is a new version of the Dallas WaterUtilities Benchmarks. The main purpose of this update is to communicate that all benchmark descriptionsare now available. Many benchmarks were added or re-instated. Also, we have eliminated the benchmarksthat were found to be out of tolerance, lost due to construction or obliterated and placed as not reliable.This resulted on a net gain of more than 30 benchmarks in comparison with the previous edition.The April, 2014 listing of the Dallas Water Utilities Benchmarks has had numerous descriptions “cleaned” upand efforts were made to be sure the locations shown are shown on the correct Mapsco page and grid.During next year, we expect to provide an updated version with the addition of benchmarks re-instated orbenchmarks that were existent but not recovered in past efforts. Also a possibility is the removal ofbenchmarks not found, destroyed or out of tolerance.Should you, as a user of this data find an error in a location, description, or elevation, please let us know andwe will do our best to correct or eliminate the Benchmark in question. We encourage the participation ofthe public and feedback is always appreciated.

Dallas Water Utilities Benchmarkscnt1.Final-Name:02-T-1LocationElm Fork Treatment PlantLast VisitDate Set6/5/20071/1/19512.3.02-T-303-D-1Missouri, Kansas & TexasRailroad (M.K.&T.) - WhitlockRoadMarsh Lane - Gainsborough6/5/20075/22/20078/6/19854.03-G-1Kelly Springfield Road Frankford Road6/19/2007DescriptionA Hex Bolt is set in concrete at Northwest of GateWell and East of Northeast corner of Pump Building.7,039,984.553A square is cut on the Northwest corner of aconcrete Headwall of Twin 30" concrete CulvertUnder Missouri, Kansas & Texas Railroad (M.K.&T.)and Approximately 60' South of Whitlock Lane.7,038,888.643A square is cut on North end of a concrete Headwallon the East side of Marsh Lane and 100' North ofGainsborough.7,052,895.208A square is cut on top of a concrete curb at theMidpoint at Southwest corner of the -303-G-6Kelly Boulevard - Kelly CreekFrankford Rd - Louisiana -SanFrancisco R/RAppleridge Road - Golden GroveCircleA square is cut on top of a concrete Headwall of aTwin Box Culvert on the Northwest side of Kelly9/30/1985Boulevard at Kelly Creek.5/30/201310/13/19868.03-L-1Kelly Boulevard - Seedling Lane7/6/20115/5/19869.04-D-1Pear Ridge Drive Havenuerwood Drive9/12/20077/10/1985State Plane EastingElevationLongitude2,454,106.707460.02032 58' 16.86317" N32 58' 6.02709" N33 0' 21.86549" N32 59' 48.90378" N11/16/20126/5/2007State Plane NorthingLatitude7,050,224.27232 59' 55.79539" NSquare Cut in Center of Storm Sewer Inlet on TheNorth Side of Frankford Rd. and 200' East ofLouisiana & San Francisco Railroad7,049,531.012A square is cut on top of a concrete curb on Westside of Appleridge Road and 25' South of Northeastcorner of North side of a Jr. High School Addition.7,050,273.793A square is cut on top of a concrete curb on the Eastside of Kelly Boulevard and 80' North of thecenterline of Seedling Lane.7,047,648.127A square is cut on back of curb on top of Inlet on theEast side of Pear Ridge Drive, 600' South ofcenterline of Havenuerwood Drive.7,052,817.85632 59' 49.28047" N32 59' 56.47015" N32 59' 30.40389" N96 54' 59.14719" W2,454,059.882458.31096 54' 59.89072" W2,472,114.712600.08096 51' 25.40319" W2,469,292.106556.45096 51' 59.16372" W2,469,808.033558.14096 51' 52.97735" W2,467,568.315544.04096 52' 19.40101" W2,468,606.788547.64096 52' 7.07265" W2,469,178.497562.91096 52' 0.83925" W2,482,023.190636.520Page 1 of 224

Dallas Water Utilities nFrankford Road - Voss RoadSpyglass Drive - Seapines DriveLast VisitDate Set5/22/2007A Standard Water Department Bench Mark is set inthe concrete nose of median on West side of the12/15/1989Intersection at the centerline of Frankford Road, 31'West of centerline of Voss Road.5/22/200704-G-3SFrankford Road - Park Grove Lane637.564A Standard Water Department Bench Mark is set ona concrete nose of a median on the West side of theIntersection at the centerline of Frankford Road and36.5' West of centerline of Pear Ridge Drive.7,050,462.7982,482,028.666640.839A Standard Water Department Bench Mark is set ona concrete nose of a median on the West side of theIntersection at centerline of Frankford Road and 33'West of the centerline of Coral Ridge Drive.7,050,534.628A square is cut on the concrete Base and Leg, at theNortheast corner of T.P.&L. Tower #65,925, West of1/31/1984Vail Street and 120' North of Briargrove Lane.7,048,423.150Frankford Road - Pear RidgeDrive5/22/200717.18.04-L-104-R-1SDallas Parkway - Knoll Trail Drive96 50' 20.1918" W2,479,833.32804-H-1SVail Street - Briargrove Lane32 59' 50.93382" N7,049,913.26814.04-J-1648.469A Standard Water Department Bench Mark is set inthe concrete nose of a median on the West side of12/15/1989the Intersection, at centerline of Frankford Road and42.5' West of the centerline of Gibbson 884.059Frankford Road - Gibbons DriveFrankford Road - Coral RidgeDriveElevationLongitudeA Standard Water Department Bench Mark is set in aconcrete nose of a median on the West side of theIntersection at the centerline of Frankford Road and35.5' West of centerline of Park Grove Lane.5/22/200704-G-8S04-H-2SState Plane Easting7,049,000.63513.15.State Plane NorthingLatitudeA square is cut on top of the East concrete curb ofSpyglass Drive at Alley North of Seapines 2/2007A square is cut on the North concrete curb of KnollTrail Drive, in Front of a Fire Hydrant at Northeast1/16/1975corner of the Intersection.Westgrove Drive - Westgrove5/22/2007PlaceBetween Vista Meadow and Club Hill 11/17/1977DriveA Standard Water Department Bench Mark is set ontop of a concrete curb at the end of a Island at thecenterline of Westgrove Place and on the North sideof Westgrove Drive (Between Vista Meadow Driveand Club Hill Drive).32 59' 41.89996" N32 59' 51.0094" N32 59' 56.25015" N32 59' 56.85287" N32 59' 37.27731" N7,045,668.26932 59' 8.95934" N7,043,046.06232 58' 42.58462" N2,481,290.502638.40096 49' 38.38631" W2,478,943.745640.93496 50' 5.77484" W96 49' 29.44587" W2,482,712.433629.76996 49' 21.40404" W2,474,318.289643.66096 51' 0.35279" W2,481,102.196632.26096 49' 41.21989" W2,483,830.159611.06896 49' 9.68715" WPage 2 of 224

Dallas Water Utilities V-1LocationWestgrove Drive - Knoll TrailClub Hill Drive - Club Hill CircleDallas Parkway - West GroveDriveLast VisitDate Set5/22/2007A Standard Water Department Bench Mark is set ontop of a concrete curb at the Northwest corner of11/21/1977the Intersection.5/22/2007A Standard Water Department Bench Mark is set ontop of a concrete curb at the center of a Storm11/18/1977Sewer Drop Inlet at the Northeast corner of S05-B-1S05-B-3S05-C-1SCampbell Road - Flintshire CtDeseret Trail - Mahogany TrailBentwood Trail - Tree ShadowTrailBentwood Trail - Tree ShadowTrailGenstar Lane - Fortson AvenueA Standard Water Department Bench Mark is set ontop of a concrete curb at the center of a Storm3/27/1981Sewer Drop Inlet on South side of Deseret Trail, 0.05miles (About 264') East of Mahogany Trail.6/5/2007A Standard Water Department Bench Mark is set ontop of a concrete curb at the center of Storm SewerDrop Inlet on South side of Bentwood Trail, 0.153/27/1981miles (About 792') East of Tree Shadow Trail.6/5/2007A Standard Water Department Bench Mark is set ontop of a concrete curb at the center of Storm SewerDrop Inlet on East side of Bentwood Trail, at the3/27/1981centerline of Tree Shadow Trail.6/5/200705-C-2SGenstar Lane - Davenport Road6/5/2007A Standard Water Department Bench Mark is set ontop of a concrete curb at the center of a StormSewer Drop Inlet on the Northwest corner of theIntersection.A Standard Water Department Bench Mark on top ofconcrete curb at Midpoint of curb on the Southeast3/30/1981corner of the Intersection.2,482,911.574616.1597,044,349.90932 58' 55.4149" N7,052,016.7306/5/2007ElevationLongitude32 58' 34.75582" NA Standard Water Department Bench Mark is set ontop of a concrete curb at the Midpoint at the3/27/1981Southeast corner of the Intersection.6/5/2007State Plane Easting7,042,240.1097,041,981.9563/30/198127.State Plane NorthingLatitudeA square is cut on top of the North concrete curb ofWestgrove Drive at the Northeast corner of DallasParkway, in Front of a Fire Hydrant.1/16/197522.Description32 58' 32.23757" N33 0' 10.8794" N7,052,803.42833 0' 18.53831" N7,052,305.67033 0' 13.41286" N7,052,478.28633 0' 15.21487" N7,051,953.84633 0' 9.50352" N7,051,880.78833 0' 8.72069" N96 49' 20.62119" W2,484,271.681607.17296 49' 4.25918" W2,482,684.255617.41096 49' 23.33792" W2,486,730.348604.69196 48' 33.94816" W2,487,512.282628.23596 48' 24.61789" W2,488,769.203645.37796 48' 9.95337" W2,488,179.785623.65096 48' 16.84158" W2,491,442.422655.01996 47' 38.63165" W2,491,815.730660.57996 47' 34.26228" WPage 3 of 224

Dallas Water Utilities onHillcrest Road - Genstar LaneHillcrest Road - GarlinghouseDriveLast VisitDate Set6/5/2007A Standard Water Department Bench Mark onconcrete nose of median at centerline of Hillcrest2/22/1990Road, 34' North of centerline of Genstar d Road - Lost View RoadFrankford Road - White RockCreek BridgeFrankford Road - Frankford CourtCampbell Road - Windmier CourtCampbell Road - Stoneridge DriveCampbell Road - London CourtFrankford Road - Gallery RoadDescriptionA Standard Water Department Bench Mark onconcrete nose of median at centerline of HillcrestRoad, and North of centerline of Garlinghouse Drive.6/19/2007A Standard Water Department Bench Mark onconcrete nose of median on West side of the12/8/1989Intersection of centerline of Frankford Road, 36'West of centerline of Lost View Road.6/5/2007A Standard Water Department Bench Mark oncenter of Storm Sewer Drop Inlet 23.2' West ofNorthwest end of White Rock Creek Bridge, 45'12/8/1989North of centerline of Frankford Road.6/19/2007A Standard Water Department Bench Mark onconcrete nose of median on West side of the12/8/1989Intersection of centerline of Frankford Road, 14'West of centerline of Frankford Court.6/19/2007A Standard Water Department Bench Mark on top ofStorm Sewer Drop Inlet on the Northeast corner of3/27/1981the Intersection of Windmier Court and CampbellRoad.6/19/2007A Standard Water Department Bench Mark onconcrete curb at Beginning of curb Return at3/27/1981Northeast corner of the Intersection.6/19/20076/19/2007A Standard Water Department Bench Mark on top ofconcrete curb at Beginning of curb Return atSoutheast corner of the Intersection.A Standard Water Department Bench Mark onconcrete nose of median on the West side of the12/8/1989Intersection of centerline of Frankford Road, 40'West of Gallery Road.State Plane NorthingLatitudeState Plane ,909.15733 0' 8.60622" N7,052,430.12733 0' 13.72265" N7,050,258.39932 50' 23.52845" N7,050,307.89332 59' 54.23564" N7,050,260.30832 50' 23.52845" N7,050,523.67332 50' 23.52845" N7,051,693.37932 50' 23.52845" N7,050,757.28532 50' 23.52845" N7,050,269.37132 50' 23.52845" N96 47' 5.46906" W2,494,502.491663.08596 47' 2.60961" W2,486,481.843612.88996 46' 16.54502" W2,485,073.879601.53996 48' 53.72012" W2,485,791.518607.94996 46' 16.54502" W2,487,974.591645.52996 46' 16.54502" W2,487,621.764614.79696 46' 16.54502" W2,487,963.459649.49696 46' 16.54502" W2,488,710.589661.94996 46' 16.54502" WPage 4 of 224

Dallas Water Utilities S05-G-7S05-G-8LocationLast VisitDate State Plane NorthingLatitudeFrankford Rd - Creek Bend Rd.11/6/2007Std. WDBM in Concrete Nose of Median West Sideof Intersection At The Centerline of Frankford Rd.Between Windpiper Dr. and Creek12/20/1989and 31.8' West of The Centerline of Creek Bend Rd.Bend Rd.7,050,226.097Davenport Road - Camille Avenue7,051,051.825Davenport Road - Missy DriveDavenport Road - Old PrestonPlace6/5/2007A Standard Water Department Bench Mark on top ofconcrete curb at Point-of-Curve on the Northeast3/30/1981corner of the Intersection.6/5/2007A Standard Water Department Bench Mark on top ofconcrete curb at Point-of-Curve on the Northeast3/30/1981corner of the Intersection.11/6/2007Frankford Road - Creek BendRoadFrankford Road - Winding CreekRoadHillcrest Road - Mimms DriveHillcrest Road - Sunhaven LaneHillcrest Road - McKamy Branch6/5/2007A Standard Water Department Bench Mark onconcrete nose of median at centerline of Hillcrest2/22/1990Road, 36' North of the centerline of Mimms Drive.6/5/2007A Standard Water Department Bench Mark onconcrete nose of median at centerline of Hillcrest2/16/1990Road 26' North of centerline of Sunhaven Lane.6/5/2007A Standard Water Department Bench Mark onconcrete median at centerline of Hillcrest Road, 626'2/22/1990North of centerline of Frankford Road, at North endof concrete Bridge over McKamy Branch.648.87432 59' 57.63172" N7,050,413.038A Standard Water Department Bench Mark onconcrete nose of median on West side of theIntersection, at centerline of Frankford Road, 28'12/20/1989West of centerline of Winding Creek Road.2,492,293.6507,050,760.097A Standard Water Department Bench Mark on top ofconcrete nose of median on West side of theIntersection of centerline of Frankford Road, 31.80'12/20/1989West of centerline of Creek Bend Road.6/5/2007ElevationLongitude33 0' 0.51826" N7,049,434.6246/19/2007State Plane Easting32 59' 52.27248" NSquare Cut in Top of The South Concrete Curb of OldPreston Place and 25' West of West Property Line ofDavenport Rd.5/20/198041.Description32 59'44.56150"N32 50' 23.52845" N7,050,231.79532 59' 52.10474" N7,051,362.34233 0' 3.23171" N7,049,860.01032 59' 48.3126" N7,050,826.42532 59' 57.89981" N96 47' 28.96668" W2,491,820.414653.18496 47' 34.36547" W2,491,821.769650.77896 47' 34.40522" W2,491,548.825635.84096 47'37.86274"W2,490,992.910640.88996 46' 16.54502" W2,493,684.327654.03496 47' 12.63744" W2,494,047.002657.58596 47' 8.16258" W2,494,388.803661.50096 47' 4.43736" W2,494,230.242661.38596 47' 6.11378" WPage 5 of 224

Dallas Water Utilities Benchmarkscnt46.Final-Name:05-H-7LocationWinding Rose Trail - RisedenDriveLast VisitDate Set6/5/200705-H-8SHillcrest Road - Winding RoseTrail05-H-9SFrankford Road - Cansler Drive05-K-1SCampbell Road - SummersideDrive51.52.05-K-2S05-K-305-K-4Campbell Road - Richwater DrivePreston Road - McCallumBoulevardMcCallum Boulevard - MarianneCircle05-M-1SHillcrest Road - Wester Way654.930A Standard Water Department Bench Mark onconcrete nose of median on West side of theIntersection, at centerline of Frankford Road 31'West of centerline of Cansler Drive.7,050,233.4602,492,931.708644.854A Standard Water Department Bench Mark oncenter of Storm Sewer Drop Inlet on the Southeastcorner of the Intersection.7,047,269.295A Standard Water Department Bench Mark oncenter of Storm Sewer Drop Inlet on the Northeast3/27/1981corner of the 6/5/2007A square is cut on top of concrete curb on center ofStorm Sewer Drop Inlet, on the South side ofMcCallum Boulevard, at Southwest side of 854.05-M-2SMcCallum Boulevard - StanworthDrive653.3702,494,391.304Bolt in Power pole #15N-1E-14, on the Northeastcorner of the 23/27/198150.ElevationLongitudeA Standard Water Department Bench Mark onconcrete nose of median at centerline of HillcrestRoad 26' North of centerline of Winding Rose Trail.11/16/20123/4/198949.State Plane Easting7,049,153.2512/16/199048.State Plane NorthingLatitudeSet a sq

this time, there have been several versions submitted. The Dallas Water Utilities Automation and Integration Division continues to provide mainten ance to existing benchmarks. Additionally, it has been reviewing the data for accuracy and correctness. The result of this effort is a new version of the Dallas Water Utilities Benchmarks.

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