TRANSMITTAL To: Mr. Steve Chutchian jl From: 􀁓􀁣􀁾􀁴􀁴􀀠Hardin Company: Subject: Town of Addison 16801 Westgrove Addison, Texas 75248 Addison Airport Survey D1EJob0107 Dal-Tech Engineering, fuc. 17311 Dallas Parkway Suite 200 Dallas, Texas 75248 (972) 250-2727 (972) 250-4774 Fax Date: July 31, 2001 ITEMS SENT: __ELECTRONIC FILES --'-_ OTHER __BLUELINES __SEPIAS ____ CORRESPONDENCE __RENDERINGS __XEROX ___ SPECIFICATIONS I􀁃􀁯􀁰􀁩􀁾􀀠I I I Ire.. I 􀁄􀁾􀀢􀀧􀁰􀁴􀁩􀀧􀀢􀁾􀀠10 􀁃􀀲􀀺􀁊􀁛􀁊􀁜􀀡􀁛􀁾􀁉􀀱􀁬􀀡􀁛􀀡􀁽􀁥􀁮􀁴􀀠Sketches I IDC I Ie I I i I I 1 ID TRANSMITTED AS FOLLOWS: ___ FOR YOUR USE FOR APPROVAL RESUBMITTED __TO BE RETURNED FOR COMMENT _--1_ OTHER MESSAGE: 􀁓􀁉􀁇􀁎􀁅􀁄􀁾􀀧􀀠 §co ardin DaI"""/debrnlO l07frrnmmlffalsichufuhian 7.31.0 1 STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7037202.352 7038090.390 0.99987382 East: 2480632.193 2480945.229 Elevation Scale Factor Elevation: 638.03 638.05 0.99997368 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DALLAS Tx. 75248 POINT NAME: AA" 3 DESCRIPTION: 3" Aluminum Disk set in concrete, inscribed with "AA-3" LOCATION: Located on the east side of Addison Airport, 300' +/-south of George Haddaway Drive, 30' +/-west of the west curbline of Addison Road, 194.7' south of the north end of a 6' high masonry wall, and 13.9' from and perpendicular to said wall. Masonry Wall A A -􀀳􀁾..􀀭􀀭􀀭􀀢􀀬􀀬􀀱􀀹􀀺􀁷� �􀁾􀀮7_'􀁾􀀮􀁉􀀠30'+/• Addison Rood +/_ = 􀁾􀁾􀁌􀁊􀀠JW c:::r * 11 rF I NORTH 􀁟􀁾􀀠􀁾􀀠 STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7043848.691 7044740.705 0.99987336 East: 2477497.499 2477811.242 Elevation Scale Factor Elevation: 652.26 652.28 0.99997300 DAL-TECH ENGINEERING 972-250-2.727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AA-6 DESCRIPTION: 3" Aluminum Disk set in concrete, inscribed with 􀀢􀁁􀁁􀁾􀀢􀀠LOCAnON: Located in the Town of Addison Service Center Compound, 870' South of the centerline of Sojourn Drive where it intersects the centerline of Westgrove Drive, 329' West of the centerline of Westgrove Drive. Monument set at the south radius point of a 3-foot wide traffic island, 4" below top-of-curb. ! i J NORTH I' . ;JII'1 II \ \Lr···. 􀁌􀁾'II mmmm-.-l IZC' 􀁾􀁾􀁾􀁾􀁾􀁾􀁬I ,.ft ......_\ '-----"r 􀁗􀁅􀁓􀁔􀁇􀁒􀁏􀁖􀁾􀀭􀁾;L_---1 j! 􀁾􀀡􀀠[ 810' HI " • STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Grid North: 7043042.492 East: 2477532.021 Elevation: 637.40 Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Surface 7043934.064 2477845.649 637.42 Grid Scale Factor 0.99987343 Elevation Scale Factor 0.99997371 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AH 7852 DESCRIPTION: Standard USGS Disk set in concrete, inscribed with "AH 7852" LOCATION: Located in the Addison Airport, 153.6' south of the Excel Blvd. centerline (extended), 279.6' west of the west curbline of Westgrove Drive. NORTH..., AH 7852 153.6' WESTGROV STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7040772.156 East: 2478253.153 Elevation: 633.02 Surface 7041662.424 2478566.515 633.04 Grid Scale Factor 0.99987357 Elevation Scale Factor 0.99997392 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AB 7648 DESCRIPTION: Standard USGS Disk set in concrete, inscribed with "AB 7648" LOCATION: Located in the Addison Airport, east of the runway, 174.60' east of and 1265.73' north of the intersection ofthe north ROW line of Keller Springs Drive and the east ROW line of Dooley Road. U) LOI Q) S '"--_---, = L ,Q)e.:.0:: DOOLEY ROAD AirportBoundary STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7039506.863 7040396.371 0.99987366 East: 2478102.163 2478415.295 Elevation Scale Factor Elevation: 637.40 637.42 0.99997371 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DAII ASTx. 75248 POINT NAME: AA-5 DESCRIPTION: 3" Aluminum Disk set in concrete, inscribed with "AA·5" LOCATION: Located in the Addison Airport, on the north old ROW line of Keller Springs Drive (SO' ROW), 23.38' east ofthe east ROW line of Dooley Road (60' ROW). NORTH :lfIl-I /' 􀁾􀀠./----Dooley-Addison -Airport«> I"l 􀁾􀀮􀀠AA-5 STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7039305.132 East: 2478531.657 Elevation: 640.77 Surface 7040194.513 2478844.807 640.79 Grid Scale Factor 0.99987367 Elevation Scale Factor 0.99997355 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AB 2786 DESCRIPTION: Standard USGS Disk set in concrete, inscribed with "AB 2786" LOCATION: Located in the Addison Airport, west of the runway, 452' east of and 205.21' south of the intersection of the north ROW line of Keller Springs Drive (50' ROW) and the east ROW line of Dooley Road (60' ROW). NORTH 0''..", 􀁾􀀠􀁾􀀠.b f.JI N• a a. STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7038354.547 7039243.335 0.99987374 East: 2478875.833 2479188.860 Elevation Scale Factor Elevation: 642.02 642.04 0.99997349 DAL-TECH ENGINEERING 972-250-2727 t 73 t t DALLAS PARKWAY, DALLAS Tx. 75248 POINT NAME: CS 1308 DESCRIPTION: Standard USGS Disk set in concrete, inscribed with "CS 1308" LOCATION: Located in the Addison Airport, 409.18' northeast of and perpendicular to the west Addison Airport boundary, and 300.44' southeast from the corner of Lot 1, Block"A" of the Addison Airport Industrial Addition. I 1\ \ \ NORTH 􀁾􀀠 STA1"IC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7035957.986 East: 2479444.822 Elevation: 632.41 Surface 7036845.215 2479757.478 632.43 Grid Scale Factor 0.99987392 Elevation Scale Factor 0.99997395 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AA" 4 DESCRIPTION: 3" Aluminum Disk set in concrete, inscribed with "AA-4" LOCATION: Located on the west side of Addison Airport, 24.94' southeast of, and 75.12' northeast of the northeast corner of Lot 18, Block "C", Addison Airport Industrial Addition. Addison Aif""j)of"" t NORTH 􀁾􀀠 STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7041501.126 7042391.806 0.99987353 East: 2480144.730 2480458.444 Elevation Scale Factor Elevation: 641.92 641.04 0.99997349 DAL-TECH ENGINEERING 972-250-2727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AA 􀁾􀀠2 DESCRIPTION: 3" Aluminum Disk set in concrete, inscribed with "AA·2" LOCATION: Located on the east side of Addison Airport, 41.01' north of and 120.23' west of the southwest comer of the Texas Federal Subdivision No.2. AA-2 Q) >.L. a Q) > 0 􀁾􀀠L. 01 +I/) t\ Q) ;&: J I Addison Rood \ I , G= 0 STATIC CONTROL POINT Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7039689.078 7040578.681 0.99987365 East: 2480245.682 2480559.110 Elevation Scale Factor Elevation: 638.30 638.31 0.99997366 DAL-TECH ENGINEERING 972-250·2727 17311 DALLAS PARKWAY, DALLASTx. 75248 POINT NAME: AA· 1 DESCRIPTION: 3" Aluminum Disk set in concrete, inscribed with "AA-1" LOCATION: Located on the east side of Addison Airport, 222.40' south of the north ROW line of Glenn Curtiss Drive (an undedicated 45' ROW) and 241.66' west of the west ROW line of Addison Road. Addison Airport •AA-I NORTH II> >.L o II) II).+L :::l U c:c: II) a FINAL PLAT/Addison Airport Requesting final plat approval for one lot of 373.7 acres, located east of Midway Road, south of Sojourn Drive, west and south of Westgrove Road, and west of Addison Road, on application from the Town of Addison, represented by Mr. Mark Acevedo. 􀀱􀁑􀀩􀁾􀁛􀀱􀀻􀀬􀁛􀁢􀀬􀁉􀁁􀁜􀂧􀀩􀀱􀀠􀀬􀀭􀀽􀁾􀀠I 􀁳􀁾􀀠\ i􀁦􀁔􀀮􀀱􀁏􀀡􀁘􀁬􀀱􀁾􀀩􀀠T91NlfY " .J COll.IN COUNTY _ ... _ ... _ ... _ ...•􀁾􀀠... 􀀭􀁓􀀭􀀢􀀧􀀭􀁾􀀢􀀭􀀢􀀧􀀭􀀢􀀧􀀭􀀢􀀧􀀭􀀪􀀢􀀭􀀧􀀢􀀠m_-++-+titi''rl-t'rLI TS !-DALLAS CQUNT'f e1rv -'·"1---􀁾􀀢􀀭􀁾􀀠..... • 0 z 􀀽􀀽􀀽􀁴􀁾􀁾􀀽􀁴􀀫􀁆􀀭􀀽 􀁴􀁾􀁉􀀽􀁩􀀠􀁾􀀠o ..... ..... .., lOW .-.. "... 􀁾􀀠""'" {H&OO} ..... , W 􀁾􀀠􀁾􀀠0 = 􀁾􀀠r "'1'1'\'",1-1. I I 1.1 --.J' I , "'!.!!L!!II!!!.!II!.... !!II!!!!!!!II!!!!111!!!!!!_!!® (972) 450·7000 Post Office Box 9010 Addison. Texas 75001·9010 5300 Belt Une Road FAX (972) 450·7043 June 10,2003 STAFF REPORT RE: FINAL PLAT/Addison Airport LOCATION: One lot of 373.7 acres, located east of Midway Road, south of Sojoum Drive, west and south of Westgrove Road, and west of Addison Road REQUEST: Approval of a final plat APPLICANT: Town of Addison, represented by Mr. Mark Acevedo DISCUSSION: Background. Until 2000, the city did not have an accurate survey of the airport property. When the city entered into a new management contract, the city and new manager agreed that the airport property should be surveyed and a metes and bounds description prepared. In addition, every ground lease on the airport was surveyed and a metes and bounds description written for it. Dal-Tech Engineering was hired to perform the survey work. One of the recommendations made during the survey work was that the airport be platted. Dal-Tech . Engineering was then hired to prepare the final plat. Proposed Plat. The Public Works staff worked closely with Dal-Tech during the surveying process, and has no additional comments on the plat. The staff noticed that the document indicated Ron Whitehead would sign on behalf of the Town as the owner. Typically the Mayor signs as the owner of property. Staff recommends that "Mayor Scott Wheeler" replace Ron Whitehead's name as the owner. 􀁒􀁥􀀲􀀺􀀺􀁴􀁾􀁔􀁬􀁤􀀿􀁊􀁾􀀠 Carmen 􀁍􀁾􀀺􀁡􀁮􀁾􀀠. T own of Addison FINAL PLAT/Addison Airport Page 2 June 19, 2003 COMMISSION FINDINGS: The Addison Planning and Zoning Commission, meeting in regular session on June 19, 2003, voted to recommend approval of the final plat for Addison Airport subject to the following condition: -Mayor Scott Wheeler's name shall replace Ron Whitehead's name as the owner. Voting Aye: Bernstein, Braun, Doepfner, Herrick, Jandura Voting Nay: None Absent: Benjet, Bradbury To: Carmen Moran Subject: Comments for June 19, 2003 Planning & Zoning Commission Please accept comments for the following items listed on the June 19, 2003 Planning & Zoning Commission agenda: FINAL PLATIAddison Airport In January 2002, a Boundary Survey was prepared for the Addison Airport. The same components of the Boundary Survey were utilized in preparation of the Final Plant. including metes & bounds, etc. As a result. there are no additional comments. FINAL PLA T/Aircoro Addition, Lot 1, Block A • 􀁂􀁥􀁡􀁾􀁮􀁧􀀠of N 00 degrees 07' 32" E. along the east right-Of-way line of Dooley Rd., and bearing of S20 degrees 44' 54" E. at the southeast comer of the propertY. do not correspond respectively with plat, dated 6/9/98. • Prior to any development or redevelopment ofthe site, the developer must submit plans to the FAA for review and subsequent approval, in order to determine compliance with the Town's height hazard zoning, • Access to the Airport requires clarification of Aviation use. An access agreement between the Town, AATI, FAA and Texas Department of Transportation (Aviation Division) is necessary. • This propertY is located within the 70 to 75 idn noise contours. In accordance with the adopted airport master plan. an aVigation easement is required as a component of this plat. • Prior to development of the site, engineering plans and specifications must be prepared and approved by the Town of Addison. and include the following: 1. Existing and proposed utility mains and service connections. 2. A five-foot wide sidewalk along Dooley Rd. 3. Stormwater Detention as part of the overall grading and drainage plan. 4. Proposed drive approach(s), fire protection, and other appurtances deemed necessary by the Town of Addison. Steven z. Chutchian, P .E. Assistant CitY Engineer AGREEMENT FOR PROFESSIONAL SERVICES Between DAL-TECH Engineering, Inc. and Town of Addison TIllS AGREEMENT, entered into at Addison, Dallas County, Texas, on the 17th day of April , 2001 ,by and between Town of Addison, hereinafter called "CLIENT," and DAL-TECH Engineering, Inc., a Dallas corporation, hereinafter called "DALJECH," is as follows: The CLIENT engages DAL-JECH to perform professional services for a project described as Survey and Utility Mapping Services for Addison airport, hereinafter called the "Project." The CLIENT and D AL-JECH, for mutual consideration hereinafter set forth, agree as follows: A. DAL-JECH agrees to provide and perform certain professional services for CLIENT upon the Project as follows: See Attached Exhibit "A" (Scope ofServices). B. CLIENT agrees to pay DAL-JECH as compensation for its services as follows: Lump Sum fee $251,864.00 for listed services on attached Exhibit "B" to be paid monthly as the work progresses. C. Period in which services are to be rendered: 􀁟􀁾􀁅􀁾􀁩􀁧􀁾􀁨􀀡􀀡􀁴􀀮􀁬􀀮􀀨􀀸􀁾􀀩􀁌􀁍􀀽􀀰􀀡􀀡􀁮􀀡􀀮􀀡􀁴􀀡􀀡􀁨􀀲􀀮􀁳􀁟􀀠1. AUTHORIZATION FOR WORK TO PROCEED Signing of this AGREEMENT for services shall be authorization by the CLIENT for DALJECH to proceed with the work, unless stated otherwise in the WORK AUTIIORIZATION/AGREEMENT. 2. STANDARD OF PRACTICE Services performed by DAL-JECH under this AGREEMENT will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. No other representation, expressed or implied, and no warranty or guarantee is included or intended in this AGREEMENT, or in any report, opinion, document or otherwise. 3. BILLINGANDPAYMENT The CLIENT, recognizing that timely payment is a material part of the consideration of this AGREEMENT, shall pay DAL-JECH for services performed in accordance with the rates and charges set forth herein. Invoices will be submitted by DAL-JECH on a monthly basis and shall be due and payable within thirty (30) calendar days of invoice date. Ifthe CLIENT objects to all or any portion of an invoice, the CLIENT shall so notifY DAL-JECH in writing within ten (10) calendar days of receipt of the bill in question, and pay when due that portion ofthe invoice, not in dispute. Dalserv/debralO 107/ContractslAgreement for Professional ServicesA.13.0 1 4. LIMITATION OF LIABILITY In order for the CLIENT to obtain the benefits of a fee which includes a lesser allowance for risk funding, the CLffiNT agrees to limit DAL-TECH's liability arising from DAL-TECH's professional acts, errors or omissions, such that the total aggregate liability of DAL-TECH shall not exceed DAL-TECH's total fee for the services rendered on this project. 5. CONSEQUENTIAL DAMAGES The CLIENT shall not be liable to DAL-TECH and DAL-TECH shall not be liable to the CLIENT for any consequential damages incurred by either due to the fault of the other, regardless of the nature of this fault, or whether it was committed by the CLIENT or DALTECH, their employees, agents or subcontractors. Consequential damaged include, but are not limited to loss of use and loss ofprofit. 6. TERMINATION In the event termination becomes necessary, the party (CLIENT or DAL-TECH) effecting termination shall so notifY the other party and termination shall so notifY the other party and termination will become effective 'fourteen (14) calendar days after receipt of the termination notice. Irrespective of which party shall effect termination or the cause of termination, the CLIENT shall within thirty (30) calendar days of termination remunerate DAL-TECH for services rendered and costs incurred up to the effective time of termination, in accordance with DAL-TECH's prevailing fee schedule and expense reimbursement policy. 7. ADDITIONAL SERVICES Any services beyond those specified will be provided for separately under an additional Work Authorization or amended Work Authorization. IF ANYONE OR MORE OF THE PROVISIONS CONTAINDED IN THIS AGREEMENT SHALL BE HELD UNENFORCEABLE, THE ENFORCEABILTIY OF THE REMAINING PROVISIONS SHALL NOT BE IMPAIRED. IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this agreement upon the terms, conditions, and provisions above stated, and on the reverse side hereof, the day and year first above written, DAL-TECH Engineering, Inc. Officer 􀁔􀁯􀁾Client ,--, Signature: 􀁊􀁾􀁾􀀠 Signature: f <.7-\.0U t=) • By: 􀁾􀀵􀀮􀀮􀁥􀁣􀁬􀁴. Te?O/2?ttUU By: I(oiool W1-41'TE:-H-eAt) Title: P/?J;6FP'84JT Title: C I"'t Mp,.N ....«Et. Dalserv/debralOl07!Contrac1sfAgreement for Professional Services.4.13.0 1 Exhibit A ADDISON AIRPORT BOUNDARY SURVEY AND BASE MAPPING SCOPE OF WORK DAL-TECH Engineering, Inc. has been asked to prepare a scope of work and an estimate of probable cost for preparing a boundary survey and a base map of selected features of the Addison Airport property. Included in the boundary survey are locating the approximately 65 ground leases on the airport, the through-the-fenca leases, joint use agreements, and easements affecting the property. Optionally, DTE can also produce individual lease exhibits if desired. The base map will show all buildings, taxiways, runways, fences, and streets within or immediately adjacent to the airport boundary. In addition, utilities such as water, wastewater, storm sewer, electric, gas, and telephone can be located at an optbnallevel of quality as explained in more detail below. The detailed scope of services to accomplish these goals is set out as follows: 1. Gather data and perform research: A. At Town of Addison and at Addison Airport DTE staff will coordinate with Town of Addison staff in both Public Works and at Addison Airport to gather existing documents, plans, maintenance records, electronic flies, and any other information that will aid in the preparation of the boundary survey, leasehold establishment, and base mapping. B. At TxDOT's Aviation Division in Austin DTE staff will obtain any relevant information about Addison Airport from Charlotte Bergfeld or her designated representative in TxDOT's Aviation Division in Austin. C. From County Courthouse Deed Records We will use an outside professional abstracting service to gather the public records research for us. Although several of our DTE staff are very proficient in using the Dallas County Deed Records, abstracting professionals have access to easement databases that allow them to do thorough easement searches that we are unable to do. We plan to avail ourselves of this expertise. Deliverables: DTE will prepare a document control system for the project and establish files containing relevant documents. 􀁄􀀮􀁬􀁳􀁥􀁲􀁶􀁊􀁤􀁥􀁢􀁲􀁡􀁊􀀰􀀱􀀰􀀷􀁊􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁳􀁬􀁅􀁸􀁨􀁩􀁢􀁾􀀠A -Addison Scope.4.16.01 2. Establish Control A. Perform GPS surveys and office processing to establish secondary control on permanent monuments. There are several high-order monuments on the airfield established as part of the National Geodetic Survey's Primary Airport Control Station (PACS) and Secondary Airport Control Station (SACS) program. We will use these monuments as our primary control points for the project. We will establish six additional secondary control points, which will be constructed to a Town of Addison and DTE mutually approved design at mutually agreed upon locations. Classical static GPS surveying techniques will be used to record satellite observation files at each of the primary and secondary control points and at selected verticel benchmarks on the airfield. Constraining the resultant network to the National Geodetic Survey monuments' data, we will perform office post-processing to determine the geodetic coordinates, the NAD 83 (1993) Texas North Central Zone (4202) State Plane Coordinates, and the PACS NAVD88 orthometric height for each of the stations in the network. B. Run level loops as necessary to incorporate existing vertical information. The vertical datum for the PACS I SACS points is GPS-derived NAVD88 orthometric heights. These orthometric heights are published to centimeter precision (-0.03') and are considered to be that precise in relation to other PACS I SACS stations but not necessarily in relation to other NAVD88 known pOints in the area. Therefore, we need to incorporate some of the "local" benchmarks to ensure that our GPS vertical model works properly. C. Prepare a report including "recovery drawings" showing each monument, its physical location, its data, and its metadata on an individual drawing for each monument. After all of the above GPS work and leveling has been completed, DTE will compile a brief report documenting the GPS work and the associated statistics. The report will contain "recovery drawings" showing each monument, its physical location, its data, and its metadata on an individual drawing for each monument. Deliverables: Meet with the Town Staff to deliver and discuss the GPS Report with a "recovery drawing" for each monument. DaiservidebralOl071contractslExhibit A -Addison Scope.4.16.01 3. Compile graphic documents of preliminary data. A. Plot deeds, leases, "through the fence" leases, easements, joint use agreements, TxDOT information, and plan data in a digital (AutoCad or Microstation) file. Using the data gathered in Item 1, above, we will prepare a preliminary work map compiling the known facts concerning the location and extent of airport fee ownership, leases, utility easements, joint use agreements, aviation limitations and easements, engineering data, and other knowledge gained during the data gathering and research activities. B. Analyze plot to identify any problem areas needing special attention and curative work. . Special attention will be paid to possible conflicts and problem areas. Those items that are not locatable due to poor or ambiguous description will be identified for special attention. These items will be added to the preliminary work map to the degree possible for the orderly and efficient prosecution of the fieldwork. Deliverables: the preliminary work map in CAD CAD format. 4. Prepare a preliminary report and present it to the Town of Addison Prepare a formal report describing our findings and identifying those items from the data collected that need further attention or definition. Attend a formal meeting with the Town of Addison staff to present the report and mutually to define "action items' for the Town of Addison and the DTE staff. Deliverables: meet with the Town Staff to present our Preliminary Report on research. 5. Perform field surveys A. Establish three-dimensional tertiary control points for use in making boundary ties and mapping. Working from the primary and secondary control points, DTE field crews will use GPS and conventional methods to establish tertiary control points for use in tying property comers and in mapping. Although these points will be of such permanence as to survive the project, they will not be published formally beyond the documentation in our project files. OalSOlVldebral0107/contractslExhibit A • Addison Scope.4.16.01 B. Locate property corners and evidence of leaseholds using the preliminary work map as a guide. Our crews will use the tertiary control points to locate and tie all evidence of fee simple boundaries and of leaseholds. Artificial monuments recited in deeds will be searched out. The evidence will be tied to the project coordinate system. /C. Locate in three dimensions all buildings, taxiways, runways, fences, streets, and utilities within or immediately adjacent to the airport boundary. In addition to locating boundary corners, DTE personnel will locate buildings, taxiways, crossovers, runways, fences, streets, and utilities (water, wastewater, storm sewer, electric, gas, telephone). Our involvement with utility location can be very limited or very extensive as reflected in the four-tiered Subsurface Utility Engineering (SUE) options stated below: Quality Level D -DTE personnel can conduct "records search" to obtain information on utilities solely from existing utility records. Quality Level C-DTE can perform a "surface visible feature survey" to locate visible aboveground utility facilities such as manholes, valve boxes, posts and to correlate this information with existing utility records. Quality Level 8-DTE can utilize the application and interpretation ofsurface geophysical techniques which include electromagnetic, magnetic, and elastic wave methods to deSignate the presence and approximate horizontal location of underground utilities. Quality Level A-DTE can characterize a utility's spatial position, composition, condition, size, and other data that may be reasonably available about the utility and its surrounding environment through its exposure by nondestructive excavation techniques, such as airlvacuum extraction. *Optianaly, DTE's level ofinvolvement for Subsurface Utility Engineering (SUE) should be determined by the Town of Addison. Deliverables: Meet with the Town Staff to deliver copies of work notes, sketches, ASCII files, etc. OaIS.IV/debra/01 07/contracts/Exhibit A -Addison ScopeA.1S.01 6. Perform office work to process and refine field data into graphic documents. A. Download data collectors, make calculations, and perform analysis and further research to establish property boundaries, encroachments, protrusions, leasehold limits, and easement locations. ' After the field evidence is gathered, the data will be downloaded, processed against our control information, and imported to the project database for analysis. Inevitably, this analysis leads to a secondary level of courthouse research to clarify issues that have become apparent. DTE will provide the services to gain these materials. Once boundary lines have been established, an analysis of the spatial relationship between boundaries and improvements will be made to identify any encroachments or protruSions of improvements that may exist. Leases, joint use agreements, through-the-fence leases, and easements will then be harmonized to the boundaries and the improvements, and, finally, a fieldnote description of the Airport property will will be prepared. B. Perform CAD work necessary to prepare a boundary survey I base map presenting the results of the surveying. The graphic documents presenting the results of the survey will be prepared in CAD formal. The drawings will be "layered" to segregate thematically related data items on the same layer to facilitate the preparation of specialized exhibits in the future. All of the data gathered will reside in this graphic environment, and multiple drawings may be produced at the Town's request. *Opfiona//y, individual/ease exhibifs and descriptions can be prepared. Deliverables: Meet with the Town Staff to provide hardcopies anti digital versions of the graphic documents prepared. DaI...",/debral0107/contractslExhibil A -Addison ScopeA.16.01 7. Monument the boundaries of the airport and the leaseholds. A. Perform office work to prepare stakeout files for the field crews. Data collector files will be prepared for the crews to use to set out the corners. B. Perform field work to set monuments (rebar with plastic caps) at all feasible boundary comers and at leasehold corners if requested by Addison Airport staff. DTE field crews will set out 5/8" diameter 24" long rebar monuments with plastic caps at angle points in the fee simple boundary where no found monument exists. *Optionally. OTE crews can set out the same type of monument at lease comen; ifdesired bythe Town of Addison. Deliverables: Monuments set in the field. 8. Prepare a final surveyor's report to present to the Town of Addison. A. Prepare a final report having the following structure: 1. Executive Summary stating the project scope, objectives, and results. 2. A narrative describing the data gathering activities, preparation of the working sketch, and the conclusions drawn from the documents gathered. 3. Minutes of the formal meeting with the Town of Addison for the presentation of the preliminary report, the action items defined in that meeting, and the actions taken. 4. Formal surveyor's report addressing the research issues, the results of the field work, the interpretation of the evidence gathered, and the professional opinions drawn from that evidence. 5. The boundary survey /base map, signed and sealed, and. optionli!lIy, lease exhibits on individual leases. 6. Appendices a. A list of all documents gathered, their relevance. and their provenance. b. Copies of airport vesting deeds c. Copies of lease agreements Dals9fVldebra/Ol07lconlractsIExhibil A -Addison Scope.4.16.01 d. Monument location sketches, metadata, and horizontal! vertical data for all GPS secondary control monuments that were established. B. Make a formal presentation to the Town Council ofthe results. Deliverables: Electronic and Hard Copies of Final Report, Survey and Sorted Lease Documents DalservJdebralOl07JcontractslExlliM A -Addison Scope.4.16.01 Exhibit B ADDISON AIRPORT SURVEY SERVICES BY DAL-TECH $135,00 $100.00 $50,00 PRINCIPAL RPLS SURVEY TECH I TASKS Hours COlli Hours Cos! Hours Cost Ho' I. Research 1. Gather Data and Perform Research A. At Town ofAddison and at Addison Airport 0 $0 40 $4000 24 S1440 B, At TxDOTs Aviation Division In Austin 0 $0 8 $800 12 5720 C. From County Courthouse Deed Records 0 $0 0 $0 0 SO 2, establish Control A. Perform GPS Surveys 0 $0 32 $3,200 12 $720 e, Run Level Loops 2 $270 8 $800 8 $400 C. Prepare Report Including "Recovery Drawings" • $810 40 $4,00Q 40 52.400 3, CompUe Graphfc Documents of Preliminary Oata A. PJot Deeds, Leases. Joint Use Agreements, Easements, ete. 4 $540 "" $8,00Q 00 $IdentifY Problem Areas 4. I , Report and 5. Perform Field Swvevs . .Po. 1 Centrol Points B. Locate 􀁐􀁲􀁯􀁰􀁥􀁲􀁴􀁹􀁾1 C. Locate I I ,U ,and 􀁌􀁯􀁣􀁡􀁴􀁥􀁾and: . 1$ 1$ 􀁾􀀠Is 􀁾􀀠$ $ 13.340,1 $ 21.700.00 100% 100% 100% 100% 10QK 100% 100% 100% 100% 100% 100% 􀁾􀀠. Level .778.00 100% 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀺􀀺􀁾􀀺􀀱􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀁾􀀲􀀧􀁾􀀺􀀠100% 100% 6. Perform. ,Process Data A, I Analyse Data for , B. Perform CAD Work for, CJveraill , DraWlno and' Joint Use, Tome $ 1.760.00 100% 100% 100% 100% 100% 100% 100% 100% , rooI ,-$ 60 100% $ 28.1 100% $ $ ,$ 1.500][ smoo $ $ 􀁾􀁬􀁏􀀠. . $ $ $ $ .$ -$ 211.77S.10 $ 60000$ $ . i -! ' ----438. lO 896. lO 1.281 10 --1.002-:-40 372-:-40 232.40 , .. 352.00 -465.20 1,852,00 150.00 -1400.e AllPayments 􀁡􀁾due Upon receipt, 1.5% interest per month will be applied after 30 days. 􀁤􀁡􀁬􀁳􀁥􀁍􀁤􀁥􀁢􀁲􀁡􀁜􀀰􀀱􀀰􀀱􀁜􀁣􀁑􀀺􀁲􀁲􀁴􀁲􀁡 􀁣􀁴􀁳􀁜􀁂􀀱􀀰􀀷􀀮􀀰􀁾􀁳􀀠17311 DAllAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE I FT. WORTH, TX 76101 I 817-626-8777 I FAX 817-626-5777 www.dal-tech.com . -. :., -, ',.', . I, . TOWN OF ADDISON 􀁾􀀠.', ';', -. , 1 PAYMENT AUTHORIZATION MEMO • .' ," . Ii .DATE: ClaIm # . . ; Vendor No: . 􀀭􀀭􀀺􀀭􀀺􀀭􀀧􀁾􀀭􀀧􀀭􀀭􀀧􀀭􀀭􀀧􀀭􀀭􀀭􀀢􀀢􀁾􀀭􀀭􀀺􀀭􀀮􀀮􀀮􀀮􀀬􀀭 􀀢􀁾􀀭􀀺􀀭􀀭􀀧􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀁣􀀺􀀭􀀧􀀬􀀢􀀬􀀬􀀺􀀺􀀭􀀺􀀺􀀺􀀭􀀻􀀮􀀮􀀻􀀮􀀻􀀧􀀮􀀮􀀮􀀬􀀧'''':-'....,,-.,. . Vendor Name O/lt. 􀁾􀀡􀀬􀁅􀁴􀀺􀁈􀀠􀁅􀀻􀀻􀁾􀁩􀀻􀁲􀁥􀁅􀀬􀁥􀁦􀀣􀀯􀀻􀁦􀀺􀁮􀀢􀀮􀀻􀀠-',' Address /73//OrlL&1S PKtvj-. ,1 S7E,ZtJCJ' Address Address Zip Code 􀁾CULt Authorized Signature Finance r " . "... Mr. steve,Chutcbian, P.E. Town ofAdalSon 16801 Westgrove AdtfISOn, Texas 75001-9010 ,', : 􀁾􀁾􀁾􀁾􀀺􀁾􀁦􀁾􀁾􀀻􀀧􀁾􀁾􀁂􀁏􀁕􀁮􀁩􀀺􀀡􀁡􀁲􀁹Survey & Base Mapping INVOICE .' AlIPayments eiB due _nrscelpt. 1 . .5% /ntereol pernumfh wm be appfied alf., 30 days. dlllsefIAdllbra'D107\c0ntraet::!Mt01􀁾􀀠17311 DALLAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250·2727 I FAX 972·250-4774 222 W. EXCHANGE I FT. WORTH. TX 76101 I 817·626-8777 I FAX 817-626-5717 www.daJ-tech.com '-". 􀁾􀀮􀀧􀀠 DATE SUBMITTED: March 15,2002 FOR COUNCIL MEETING: March 26, 2002 Couneil Agenda Item: SUMMARY: This item is for the acceptance and final payment to DAL-TECH ENGINERING, INC. for the Addison Airport Boundary Survey Project. FINANCIAL IMPACT: Budgeted Amount: N/A Cost: $251,864.00 Source ofFunds: This project had been included in the amended fiscal year 2001 Airport Fund budget. However, most ofthe expenses associated with this project have been paid from the 2002 fiscal year budget and will require a mid-year budget amendment. BACKGROUND: As a requirement for the proper operation ofthe Addison Airport by the Town of Addison, it was necessary to perform a new boundary survey ofthe airport property. These improvements also brought the Town's records up to date. A contract was awarded to DAL-TECH ENGINEERING, INC., in the amount 0[$251,864.00, for the completion ofthe proposed boundary survey. The scope ofwork included the following items: a. Performing research ofdocuments related to the airport property and leaseholders. b. Perfurming GPS surveys to establish control on permanent monuments. c. Perfurming field surveys, including establishment ofcontrol points and monumentation, and measurement ofexisting lease holdings, buildings, utilities, taxiways, runways, etc. d. Perfurming CAD work necessary to prepare boundary surveylbase maps of the site. e. Preparing a final report with all support documentation. DAL-TECH ENGINEERING, INC. successfully performed all work within budget limits and the time set furth in the Agreement for Professional Services. RECOMMENDATION: Staffrecommends that Council accept the project and authorize final payment to DALTECH ENGINEERING, INC., in the amount of$9,834.90, for the Addison Airport Boundary Survey. ".: . 􀁂􀁯􀁵􀁮􀁩􀁬􀁾􀁾􀁵􀁲􀁶􀁥􀁹& Base MappIng ......>,:.. . 817-626·5777 , '''' , 􀀮􀀢􀀧􀀻􀁾􀀺􀀺􀀠􀀮􀀬􀀬􀁾􀀮􀁾􀀻􀁾􀀼􀀠, :." 􀀭􀁾􀀮􀀠􀁻􀀺􀀢􀁾􀀧􀀠..... , '.' • < AllPayments Bf8 due upon receipt. 1.1'>% Interes! permonth w1IJbe BppUed B/ler SO dB¥". 􀁤􀁡􀁬􀁕􀁍􀁤􀁥􀁢􀁲􀁡􀁖􀀺􀁭􀁭􀁣􀁯􀀯􀀧􀁬􀀡􀀺􀁲􀁡􀁣􀀺􀁢􀁖􀁩􀀱􀀰􀀷􀀮􀁾􀀠.' .. "," ': ' 17311 DALLAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972·250-4774 222 W. EXCHANGE I FT. WORTH,TX 76101 I 817-626-8777 I FAX . wWw.daHech.com :," Steve Chutchian From: Randy Moravec Sent: Friday, March 15, 2002 3:53 PM To: Steve Chutchian Cc: Michael Murphy Subject: RE: March 26, 2002 Council Agenda Items Steve, The Niles Properties Demolition item looked fine. As for the Boundary Survey, under budget I would suggest the following language: This project had been included in the amended fiscal year 2001 Airport fund budget. However most of the expenses associated with this project have been paid from the 2002 fiscal year budget and will require a mid-year budget amendment. If you have any questions regarding this modification, please contact me. R.and:! ---Original Message--From: Steve Chutchian Sent: Thursday, March 14, 2002 1 :22 PM To: Randy Moravec; Chris Terry; Michael Murphy; Jim Pierce; Gayle Walton Cc: Luke Jalbert Subject: March 26, 2002 Council Agenda Items « File: Niles Properties Demolition Final Payment Agenda Item.doc» «File: Addison Airport Boundary Survey Final Payment Agenda Item.doc » 1 DATE SUBMITTED: March 15, 2002 FOR COUNCIL MEETING: March 26, 2002 Council Agenda Item: SUMMARY: This item is for the acceptance and final payment to DAL-TECH ENGINERING, INC. * 􀁾􀁤􀁤􀁩􀁳􀁯􀁮Airport Boundary Surve>b>c 􀁦􀁾􀀠 FINANCIAL IMPACT: Budgeted Amount: N/A Cost: $251,864.00 . 􀀥􀁾􀀠Source ofFunds: Funds for these improvements were financed from the 􀁲􀀮􀁾􀀩􀀠0Atv Airport Fund, Account No. 12-621-56040. 􀁾􀀻􀀱􀁾􀁾􀀮􀀠BACKGROUND: JIV)A As a requirement for the 􀁦􀁥􀁾operation ofthe Addison Airport by the Town of Addison, it was necessary to perfurm a new boundary survey ofthe airport property A contract was awarded to DAL-TECH ENGINEERING, INC., in the amount of $251,864.00, for the completion ofthe proposed boundary survey. The scope ofwork included the following items: a. Performing research ofdocuments related to the airport property and leaseholders. b. Perfurming GPS surveys to establish control on permanent monuments. c. Perfurming field surveys, including establishment ofcontrol points and monumentation, and measurement ofexisting lease holdings, buildings, utilities, taxiways, runways, etc. d. Performing CAD work necessary to prepare boundary surveylbase maps of the site. e. Preparing a final report with all support documentation. DAL-TECH ENGINEERING, INC. successfully performed all work within budget limits and the time set forth in the Agreement for Professional Services. RECOMMENDATION: 􀁴􀁵􀀺􀀭􀁾􀁾􀀠􀁰􀁲􀁯􀁪􀁵􀁦􀀭􀁾􀀠Staffrecommends that Counckthorize final payment to 􀁄􀁁􀁌􀀭􀁾􀁃􀁈ENGINEERING, INC., in the amount of$9,834.90, for the Addison Airport Boundary Survey. 12/17/2001 17:20 9722584774 DAL TECH ENGINEERING PAGE 01/01 , . CONSUlTING CIVIl ENG1N!;ERS I 􀁓􀁕􀁾􀁖􀁴􀁹􀁏􀁒􀁓 VIA FACSIMILE (972) 450-2837 CONSTRUCTlONMANAGERS December 17, 2001 Mr. Steven Z. Chutchian, P.E. 1680I Weslgrove Addison, Texas 75001-9010 RE: Addison Airport, Areas of Concern Addison, Texas DTE Job 0]07 Dear Steve: . Based on DAL-TECH Engineering, Inc. fmdings to dale and upon the completed boundaI)' SUNey the following areas are needing special attention and/or curative work: 1. The intersection ofWestgrove Road and Addison Road. A tum lane was created heading east on Westgrove road at the southwest comer of the aforementioned intersection. No additional right-of-way taking was found. The sidewalk and street appears to be on airport property. 2. Addison Road at Keller Springs. The jog in airport property should be adjusted to align with the new right-of-way ofAddison Road. 3. Deed to the property owned by the Texas Turnpike Authority at the intersection of Keller Springs and Dooley Road. It was the understanding that this property would be returned to the City or airport. No information has been forwarded to US as of this date. 4. Upon the above property being returned to the airport. Dooley Road and temporaI)' easement. North of Keller Springs, should be abandoned by city ordinance. 5. Dedication of various streets (i.e Amelia Earhan, Claire Chennault, etc.). Ifyou wish for DTE to complete these above mentioned items. we will be glad to propose a schedule offees and the time period involved to assist you in resolving these issues, upon further direction from the Town of Addison. Please do not hesitate to give us a call. with any questions. 􀁓􀁩􀁮􀁣􀁥􀁲􀁥􀁬􀁾􀀧􀀩􀀠1 􀀯􀁾􀀢. " J.A .'􀁁􀀺􀀠/􀁾􀁳􀁥􀁤􀁩􀁁􀁫􀁔􀁯􀁷􀁮􀁡􀁮􀁩􀀮􀀠P.E. SAT/dkj 1':\0 􀁬􀁏􀁩􀀧􀁁􀁤􀁤􀁾􀁮􀀠Ai,rport\U:ttCl.,'AJ ea... ofCOfICtttt.Ch\\\thian 12-17..()l.dnc 17311 DALLAS PKWY I STE 200 ! DALLAS, TX 75246 I 97Z·250·2727 ! FAX 972-250-4714 222 W. EXCHANGE ( FT. WORTH, TX 76101 I 817-626-8777 I FAX 817-626-5777 www.daJ-tech_com 12/17/2881 17:28 9722584774 DAL TECH ENGINEERING PAGE 81/81 , ' CONSULliNG CMl ENGINeeRS I 􀁓􀁕􀁾􀁖􀁅􀁙􀁏􀁒􀁓􀀠 VIA FACSIMILE (972) 450-2837 CONSTRUCTIONMANAGEAS December 11, 2001 Mr. Steven Z. Chutchian, P.E. 16801 Westgrove Addison. Texas 1500]-9010 RE: Addison Airport, Areas of Concern Addison, Texas DTEJobOl01 Dear Steve: Based on DAL-TECH Bngineering, Inc. findings to date and upon the completed boundary SUN<)y the following areas are needing special attention andlor curative work: 1. The intersection of Westgrove Road and Addison Road. A rum lane was created heading east on Westgrove road at the southwest comer of the aforementioned intersection. No additional right-of-way Illking was found. The sidewalk and street appears to be on airport property. 2. Addison Road at KeUer Springs. The jog in airport property should be adjusted to align with the new right-of-way of Addison Road 3. Deed to the property owned by the Texas Turnpike Authority at the intersection of Keller Springs and Dooley Road. It was the understanding that this property would be returned to the City or airport. No inforroation has been forwarded 10 US as of this date. 4. Upon the above property being returned to the l!irport, Dooley Road and temporary easement, North ofKeller Springs, should be abandoned by city ordinance. 5. Dedication of various streets (i.e. Amelia Earhart, Claire Chennault, etc.). Ifyou wish for DTB to complete these above mentioned items, we will be glad to propose a schedule offees and the time period involved to assist you in resolving these issues, upon further direction from the Town of Addison. Please do nol hesitate to give LIS a call. with any questions. 􀁓􀁩􀁮􀁣􀁥􀁲􀁥􀁬􀁾􀀧􀀱􀀠I , 􀁍􀁾􀀺􀁾/s';;;;-;A. Toumani, fB. SAT/dkj f :'I0101·Addison Allport\LcttCI1\I\):'G..' oJ COJ\Ctl"ll.Ch,\tt:hWi \2·17·0l.. doc 17311 DALLAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE I FT. WORTH, TX 76101 I 817'626-8777 I FAX 817-626-$777 www.dal-tach.com CONSULTING CI\IIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS January 9, 2002 Mr. StevenZ. Chutchian, PE 16801 Westgrove Addison, Texas 75001-9010 RE: Addison Airport, Addison, Texas Boundary Survey and Base Mapping Document Submittal DTEJob 0107 Dear Steve: Based on our contract dated April, 2001, we have completed the services assigned and the following reflects DAL-TECH Engineeling, Inc. first time final submittal (2 sets) of maps and documents prepared for the boundary survey and base mapping ofthe Addison Airport: L GPS Control Monuments (llx17) key map for monuments 8 Y:. x 11, 6 control points with individual sketches 2. Boundary Survey sealed and signed Full-size mylar and two blue line prints of boundary 3. Ground Lease Documents Key map of ground leases 57 individual ground lease sketches and descriptions 4. Utility Maps Franchise Utility Map including: a. Overhead and underground electric b. Phone and other eommunication systems c. Gas Lines City Utility including: a. Water System b. Sanitary Sewer System C. Storm Sewer System We trust that these above documents fulfill your requirements. Furthermore, we will be providing you with an electronic file of the entire submittal and if needed all backup documents are available for your use. F:\Ol07·AddisQfl Airport\Lctters\Boundary Survey and Base Mapping.Chutchian 􀁏􀁉􀁾􀁏􀁓􀁾􀀰􀀲􀀮􀁤􀁯􀁣􀀠17311 DAllAS PKWY I STE 200 I DALLAS, TX 75248 I 972·250·2727 I FAX 972·250·4774 222 W. EXCHANGE I FT. WORTH, TX 76101 I 817·626·8777 I FAX 817·626·5777 www.daHech.com It has been a pleasure working with you and all the staff involved in this project and we look forward for continuing on in the future. Please after your review ofthe submitted documents, let us know ifwe can provide additional information or answer any questions. President SAT/dkj attachments F'\Ol07·AddiSDil Airport\Lettets\Bound..ry Survey and Base Mapping.Chutchian Ol·OS·02.doc TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO , ":;",. " ' ..;. 􀁾􀀠" DATE: Claim # Check $ ·+8)8-'2.. S>5:P ... : Vendor tlo: . 􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀠Vendor Name Address /7311 PALLAS fKtv/-'. 1STIE'. 2t.7t:J Address Address Zip Code TOTAL 48,,f'2J>-51/ExPLANATION Authorized Signature Finance ]aM III Ii « : I' ENGINEERING, INC CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS INVOICE NO. 5107 January 14, 2002 Mr. Steve Chutchian, P.E. Town of Addison 16801 Westgrove Addison, Texas 75001-9010 RE: Addison Airport Bounda.y Survey & Base Mapping Addison, Texas DTE Job No. 0107 III. 􀀵􀁾􀀠:;;;;;;;􀁬􀁾􀀶􀀲􀁡􀀠􀁾􀀠:00% 100% Run Level loops 100% Prepare Report I 100% to Date 1$ $ $ 1.628.00 $ $ $ 11 $ 1.629.00 $ $ l' ---3. Compile Graphic , of I , Data A. Plot Deeds. leases, Joint Us. Agmls, B. Analyze Plot to Identify Problem Areas 4. ,Reportand. .' 5. 􀀾􀁥􀁲􀁦􀁏􀁮􀁭􀁾􀁩􀁥􀁬􀁤􀁾􀁾􀀺􀁰􀁯􀁩􀁮􀁴􀁳􀀠..•.. . ·lo.catel ,& lofl I $ 􀁾$ $ $ .. ' ..... , ... 7. , of A. Perfonn' B. Perform ,10 Set I File. 100% 1$ $ $ -$ $ $ -$ $ $ $ 7075 M $ 􀀲􀁾􀀩􀀷􀀭􀁟􀀭􀀭􀀺􀀺􀀿􀁾􀀠$ " .,5 "" $ 􀀱􀁾􀀫􀀢􀀬􀀭􀀤􀁟􀀭􀀭􀀭􀀢􀀬􀁾􀀠8. Prepare Final' , Report A. Prepare Rnal Report B. Present Report to Town Council . 1. . tiii : Radio for Safety .lime, '. I $ 1$ 1$, 1( • $ I $ . I $ 1$ 100% $ $ $ 􀁾􀁾􀀠$ $ $ , 􀀳􀁾􀁾􀀠$ $ $ 8.140.00 􀀱􀁾􀀥􀀠$'" $ 􀁾􀁾􀀫􀀭􀀻􀀻􀀭􀀭􀀤􀁟􀀢􀀧􀀻􀀧􀀧􀀻􀀧􀀧􀁾􀀮􀁣􀀮􀀮􀀺.:.:c'....;· 1$ 1,760.00 80% $ $ 1.232.00 I $ 176.00 1$ 100% $ $ $ 90% .,8KSC $ 930.40 $ 1.852.00 0% -$ -$ 96% 211.779.10 $ $ 1.500.1 1.350.00 $ 825.00 525.00 600.1 􀁾􀀠600.00 $ 600.00 -,ennoo , 1$ 85% $ 95% 􀀱􀀱􀁾􀀠500.001$ 94% 1$ . TOTAL DUE THIS ........'"'... ..: . $ AR R?R !;O All Payments are due upon receipt. 1.5% interest per month wDJ be applied after 30 days. ''',,''',,'raf7°3'1i'' ''OAlt);.'sOhWY I STE 200 I DALLAS, TX 15248 I 912-250-2121 I FAX 912·250·4174 222 W. EXCHANGE I FT. WORTH, TX 76101 I 817-626-8777 I FAX 817-626-5777 www.dal-tech.com Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7039506.863 7040396.371 0.99987366 East: 2478102.163 2478415.295 Elevatign Scale Factor Elevation: 637.40 637.42 0.99997371 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA-5 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-5" Location: Located in the Addison Airport, on the north old ROW line of Keller Springs Drive (50' ROW), 23.38' east of the east ROW line of Dooley Road (60' ROW). North JIll-I ./...... '-. --------DooTev _ Addison • Airport10,., 􀁾􀁏􀀠N AA-5 Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7040772.156 7041662.424 0.99987357 East: 2478253.153 2478566.515 Elevation Scale Factor Elevation: 633.02 633.04 0.99997392 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AB 7648 Description: Standard USGS Disk set in concrete, inscribed with "AB 7648" Location: Located in the Addison Airport, east of the runway, 174.60' east of and 1265.73' north of the intersection ofthe north ROW line of Keller Springs Drive and the east ROW line of Dooley Road. AirportBoundary .c 􀁾􀀭􀀽􀀽􀀽􀁾􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀷􀁁􀁂􀁾􀁾􀀶􀁾􀀸􀁜􀁾􀀠􀁾􀀰􀁜􀀮􀀮􀀮􀀭􀀧􀀠... . North :JIiiiM Located on the east side of Addison Airport, 222.40' south of the north ROW line of Glenn Curtiss Drive (an undedicated 45' ROW) and 241.66' west of the west ROW line of Addison Road. North AA-I Addison Ai....po.... t :a-+5 u c:c: Q) G c;-r')"- -:2879 172-20'0 -217...1 CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS April 12, 2001 Mr. Steve Z. Chutchian, P.E. Assistant City Engineer 16801 Westgrove Addison, Texas 75001-9010 RE: Surveying Services Addison Airport Boundary Survey, Addison, Texas DTE Job Nwnber 0107 Dear Mr. Chutchian: Dal-Tech Engineering, Inc. is pleased to provide our fee proposal, as revised by negotiation, fur surveying services fur the Addison Airport Boundary Survey and Utility Mapping Project Attached is the Level of Effort spreadsheet, prepared based upon the scope of work as discussed during our meeting of March 14,2001, and our visit at the airport with Mr. David Pierce and Mr. Bob Katzen. We received a great deal of information both from our discussion with them and from the airport site visit. These attachments reflect our final fee proposal and Scope of Services based on our discussion with you and our judgment as to the complexities and expertise that will be involved in delivering this assignment within the quality expectations of the Town's staff The proposed professional service fee is a Iwnp swn fee of (not to exceed) $251,864.00, with an expected project schedule of completion within a six to eight month period. We certainly do appreciate this opportunity to serve the Town and are looking forward to working with you, If further information or clarification is needed, please let us know. Following your contract approval, we will be preparing a more detailed schedule of work to be reviewed by you prior to project notice to proceed. Thank you again for this opportunity to be of service to the Town. Sincerely, SAT/ats Ene. Scope ofServices Fee Schedule Dalserv!dcbralO 107/proposalsfRcvised Proposal 􀁌􀁣􀁴􀁴􀁾􀁲􀀮􀁃􀁨􀁵􀁬􀁣􀁬􀁴􀁩􀀼􀁕􀀱􀀮􀀴􀀮􀀱􀀲􀀮􀀰􀀠I 17311 DALLAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE I FT. WORTH, TX 76101 I 817-626-8777 I FAX 817-626-5777 webmaster®dal-tech.com ADDISON AIRPORT BOUNDARY SURVEY AND BASE MAPPING SCOPE OF WORK DAL-TECH Engineering, Inc. has been asked to prepare a scope of work and an estimate of probable cost for preparing a boundary survey and a base map of selected features of the Addison Airport property. Included in the boundary survey are locating the approximately 65 ground leases on the airport, the through-the-fence leases, joint use agreements, and easements affecting the property. Optionally, DTE can also produce individual lease exhibits if desired. The base map will show all buildings, taxiways, runways, fences, and streets within or immediately adjacent to the airport boundary. In addition, utilities such as water, wastewater, storm sewer, electric, gas, and telephone cen be located at an optional level of quality as explained in more detail below. The detailed scope of services to accomplish these goals is set out as follows: 1. Gather data and perform research: A. At Town of Addison and at Addison Airport DTE staff will coordinate with with Town of Addison staff in both Public Works and at Addison Airport to gather existing documents, plans, maintenance records, electronic files, and any other information that will aid in the preparation of the boundary survey, leasehold establishment, and base mapping. B. At TxDOT's Aviation Division in Austin DTE staff will obtain any relevant information about Addison Airport from Charlotte Bergfeld or her designated representative in TxDOT's Aviation Division in Austin. C. From County Courthouse Deed Records We will use an outside professional abstracting service to gather the publiC records research for us. Although several of our DTE staff are very proficient in using the Dallas County Deed Records, abstracting professionals have access to easement databases that allow them to do thorough easement searches that we are unable to do. We plan to avail ourselves of this expertise. Deliverables: DTE will prepare a document control system for the project and establish files containing relevant documents. Dalserv/debralO lO'7lProposa/sIAddison Scope FinalA.12.0 1 2. Establish Control A. Perform GPS surveys and office processing to establish secondary control on permanent monuments. There are several high-order monuments on the airfield established as part of the National Geodetic Survey's Primary Airport Control Station (PACS) and Secondary Airport Control Station (SACS) program. We will use these monuments as our primary control pOints for the project. We will establish six additional secondary control points, which will be constructed to a Town of Addison and DTE mutually approved deSign at mutually agreed upon locations. Classical static GPS surveying techniques will be used to record satellite observation files at each of the primary and secondary control points and at selected vertical benchmarks on the airfield. Constraining the resultant network to the National Geodetic Survey monuments' data, we will perform office post-processing to determine the geodetic coordinates, the NAD 83 (1993) Texas North Central Zone (4202) State Plane Coordinates, and the PACS NAVD88 orthometric height for each of the stations in the network. B. Run level loops as necessary to incorporate existing vertical information. The vertical datum for the PACS ! SACS points is GPS-derived NAVD88 orthometric heights, These orthometric heights are published to centimeter precision (-0.03') and are considered to be that precise in relation to other PACS I SACS stations but not necessarily in relation to other NAVD88 known points in the area. Therefore, we need to incorporate some of the "local" benchmarks to ensure that our GPS vertical model works properly, C. Prepare a report including "recovery drawings" showing each monument, its physical location, its data, and its metadata on an individual drawing for each monument. After all of the above GPS work and leveling has been completed, DTE will compile a brief report documenting the GPS work and the associated statistics. The report will contain "recovery drawings" showing each monument, its physical location, its data, and its metadata on an individual drawing for each monument Deliverables: Meet with the Town Staff to deliver and discuss the GPS Report with a "recovery drawing" for each monument. Dalserv/debmlO l071I'roposaisfAddison Scope Final,4, 12,0 I 3. Compile graphic documents of preliminary data. A. Plot deeds, leases, "through the fence" leases, easements, joint use agreements, TxDOT information, and plan data in a digital (AutoCad or Microstation) file. Using the data gathered in Item 1, above, we will prepare a preliminary work map compiling the known facts concerning the location and extent of airport fee ownership, leases, utility easements, joint use agreements. aviation limitations and easements, engineering data, and other knowledge gained during the data gathering and research activities. B. Analyze plot to identify any problem areas needing special attention and curative work. Special attention will be paid to possible conflicts and problem areas. Those items that are not locatable due to poor or ambiguous description will be identified for special attention. These items will be added to the preliminary work map to the degree possible for the orderly and efficient prosecution of the fieldwork. Deliverables: the preliminary work map in CAD fonrnat. 4. Prepare a preliminary report and present it to the Town of Addison Prepare a formal report describing our findings and identifying those items from the data collected that need further attention or definition. Attend a formal meeting with the Town of Addison staff to present the report and mutually to define "action items" for the Town of Addison and the DTE staff. Deliverables: meet with the Town Staff to present our Preliminary Report on research. 5. Perform field surveys A. Establish three-dimensional tertiary control points for use in making boundary ties and mapping. Working from the primary and secondary control pOints, DTE field crews will use GPS and conventional methods to establish tertiary control pOints for use in tying property corners and in mapping. Although these pOints will be of such permanence as to survive the project, they will not be published formally beyond the documentation in our project files. Dalserv/debralO1 07/Proposals/Addison Scope FinalA 12.01 B. Locate property corners and evidence of leaseholds using the preliminary work map as a guide. Our crews will use the tertiary control points to locate and tie all evidence of fee simple boundaries and of leaseholds. Artificial monuments recited in deeds will be searched out. The evidence will be tied to the project coordinate system. C. Locate in three dimensions all buildings, taxiways, runways, fences, streets, and utilities within or immediately adjacent to the airport boundary. In addition to locating boundary comers, DTE personnel will locate buildings, taxiways, crossovers, runways, fences, streets, and utilities (water, wastewater, storm sewer, electric, gas, telephone). Our involvement with utility location can be very limited or very extensive as reflected in the four-tiered Subsurface Utility Engineering (SUE) options stated below: Quality Level D -DTE personnel can conduct "records search" to obtain information on utilities solely from existing utility records. Quality Level C-DTE can perform a "surface visible feature survey" to locate visible aboveground utility facilities such as manholes, valve boxes, posts and to correlate this information with existing utility records. Quality Level B-DTE can utilize the application and interpretation of surface geophysical techniques which include electromagnetic, magnetic, and elastic wave methods to deSignate the presence and approximate horizontal location ofunderground utilities. Quality Level A-DTE can charecterize a utility's spatial position, composition, condition, size, and other data that may be reasonably available about the utility and its surrounding environment through its exposure by nondestructive excavation techniques, such as air/vacuum extraction. *Optionaly. DTE's level ofinvolvement for Subsurface Utility Engineering (SUE) should be determined by the Town of Addison. Deliverables: Meet with the Town Staff to deliver copies of work notes, sketches, ASCII files, etc. DaiservtdebralOI07IProposaIrJAddison Scope Final.4.12,O 1 6. Perform office work to process and refine field data into graphic documents. A. Download data collectors, make calculations, and perform analysis and further research to establish property boundaries, encroachments, protrusions, leasehold limits, and easement locations. After the field evidence is gathered, the data will be downloaded, processed against our control information, and imported to the project database for analysis. Inevitably, this analysis leads to a secondary level of courthouse research to clarify issues that have become apparent. DTE will provide the services to gain these materials. Once boundary lines have been established, an analysis of the spatial relationship between boundaries and improvements will be made to identify any encroachments or protrusions of improvements that may exist. Leases, joint use agreements, through-the-fence leases, and easements will then be harmonized to the boundaries and the improvements, and, finally, a fieldnote description of the Airport property will be prepared. B. Perform CAD work necessary to prepare a boundary survey I base map presenting the results of the surveying. The graphic documents presenting the results of the survey will be prepared in CAD format. The drawings will be "layered" to segregate thematically related data items on the same layer to facilitate the preparation of specialized exhibits in the future. All of the data gathered will reside in this graphic environment, and multiple drawings may be produced at the Town's request. ·Optionally, individual lease exhibits and descriptions can be prepared. Deliverables: Meet with the Town Staff to provide hardcopies and digital versions ofthe graphic documents prepared. Dalserv/debralO107!PropOsafslAddison Scope FinnL4.12.01 7. Monument the boundaries of the airport and the leaseholds. A. Perform office work to prepare stakeout files for the field crews. Data collector files will be prepared for the crews to use to set out the corners. B. Perform field work to set monuments (rebar with plastic caps) at all feasible boundary corners and at leasehold corners if requested by Addison Aim..ort staff. --...--􀀭􀀭􀀭􀁾􀀮􀀭. DTE field crews will set out 5/8" diameter 24" long rebar monuments with plastic caps at angle points in the fee simple boundary where no found monument exists. "Optionally. OTE crews can set out the same type of monument at lease comers if desired by the Town of Addison. Deliverables: Monuments set in the field. 8. Prepare a final surveyor's report to present to the Town of Addison. A. Prepare a final report having the following structure: 1. Executive Summary stating the project scope, objectives, and results. 2. A narrative describing the data gathering activities, preparation of the working sketch, and the conclusions drawn from the documents gathered. 3. Minutes of the formal meeting with the Town of Addison for the presentation of the preliminary report, the action items defined in that meeting, and the actions taken. 4. Formal surveyor's report addressing the research issues, the results of the field work, the interpretation of the evidence gathered, and the professional opinions drawn from that evidence. 5. The boundary survey I base map, signed and sealed, and, optionally, lease exhibits on individual leases. 6. Appendices a. A list of all documents gathered, their relevance, and their provenance. b. Copies of airport vesting deeds c. Copies of lease agreements Dalserv/debralOl 07/Proposalsl Addison Scope FinaI.4.12.0 1 d. Monument location sketches, meta data, and horizontal /vertical data for all GPS secondary control monuments that were established. B. Make a formal presentation to the Town Council of the results. Deliverables: Electronic and Hard Copies of Final Report, Survey and Sorted Lease Documents DaIserv/debralO1071ProposalslAddison Scope FinaL4.12.01 Addison Airport North Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7037202.352 East: 2480632.193 Elevation: 638.03 Surface 7038090.390 2480945.229 638.05 Grid Scale Factor 0.99987382 Elevation SjOale Factor 0.99997368 Dal·Tech Engineering 972·250·2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA -3 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-3" Location: Located on the east side of Addison Airport, 300' +1-south of George Haddaway Drive, 30' +1-west of the west curb line of Addison Road, North Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7035957.986 East: 2479444.822 Elevation: 632.41 Surface Grid Scale Factor 7036845.215 0.99987392 2479757.478 Elevation Scale Factor 632.43 0.99997395 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway. Dallas Tx. 75248 Point Name: AA -4 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-4" Location: Located on the west side of Addison Airport, 24.94' southeast of, and 75.12' northeast of the northeast comer of Lot 18, Block "C", Addison Airport Industrial Addition. North Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7038354.547 East: 2478875.833 Elevation: 642.02 Surface 7039243.335 2479188.860 642.04 Grid 􀁾􀀢􀀢􀀮􀁉.. n Elevation Scale Factor 0.99997349 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: CS 1308 Description: Standard USGS Disk set in concrete, inscribed with "CS 1308" Location: Located in the Addison Airport, 409.18' northeast of and perpendicular to the west Addison Airport boundary, and 300.44' southeast from the comer of Lot 1, Block"A" ofthe Addison Airport Industrial Addition. Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus North: East: Elevation: Grid 7039305.132 2478531.657 640.77 Surface 7040194.513 2478844.807 640.79 Grid Scale Factor 0.99987367 Elevation Scale Factor 0.99997355 Dal·Tech Engineering 972·250·2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AB 2786 Description: Standard USGS Disk set in concrete, inscribed with "AB 2786" Location: Located in the Addison Airport, west of the runway, 452' east of and 205.21' south of the intersection of the north ROW line of Keller Springs Drive (50' ROW) and the east ROW line of Dooley Road (60' ROW). Static Control Point Observers: Mark Yale P. Scott Hardin J. L Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid Surface Grid Scale Factor North: 7039506.863 7040396.371 0.99987366 East: 2478102.163 2478415.295 Elevation Scale Factgr Elevation: 637.40 637.42 0.99997371 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA-5 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-5" Location: Located in the Addison Airport, on the north old ROW line of Keller Springs Drive (50' ROW), 23.38' east of the east ROW line of Dooley Road (60' ROW). North :lfIl-I /􀁾􀀠.􀁉􀁾􀀠DooTey'-Addison • Airportco I"l 􀁾􀀮􀀠N AA-5 Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus North: East: Elevation: Grid 7040772.156 2478253.153 633.02 Surface 7041662.424 2478566.515 633.04 Grid Scale Factor 0.99987357 Elevation Scale Factor 0.99997392 Dal·Tech Engineering 972·250·2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AB 7648 Description: Standard USGS Disk set in concrete, inscribed with "AB 7648" Location: Located in the Addison Airport, east of the runway, 174.60' east of and 1265.73' north of the intersection of the north ROW line of Keller Springs Drive and the east ROW line of Dooley Road. I/) 1..01 􀁑􀀩􀁾􀀭􀀭􀀭􀀭􀀬= I.. '" Q)a.:.0:: AirportBoundary Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus North: East: Elevation: Grid 7043042.492 2477532.021 637.40 Surface 7043934.064 2477845.649 637.42 Grid Scale Factor 0.99987343 Elevation Scale Factor 0.99997371 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AH 7852 Description: Standard USGS Disk set in concrete, inscribed with "AH 7852" Location: Located in the Addison Airport, 153.6' south of the Excel Blvd. centerline (extended), 279.6' west of the west curbline of Westgrove Drive. North 􀁾􀀠AH 7852 \g 153.6' 􀁾􀀠'" wsrGR V I I I North 􀁾􀀠􀁉􀁾􀁾􀀠􀁾􀀠-􀀬􀀨􀀭􀁾􀀩􀀮􀀠870' Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7043848.691 East: 2477497.499 Elevation: 652.26 Surface 7044740.705 2477811.242 652.28 Grid Scale Factor 0.99987336 Elevation Scale Factor 0.99997300 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA-6 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-6" Location: Located in the Town of Addison Service Center Compound, 870' South of the centerline of Sojourn Drive where it intersects the centerline of Westgrove Drive, 329' West of the centerline of Westgrove Drive. Monument set at the south radius point of a 3-foot wide traffic island, 4" below top-of-curb. Located on the east side of Addison Airport, 222.40' south of the north ROW line of Glenn Curtiss Drive (an undedicated 45' ROW) and 241.66' west of the west ROW line of Addison Road. North •AA-I Q) > ____ Located on the east side of Addison Airport, 41.01' north of and 120.23' west of the southwest corner of the Texas Federal Subdivision No.2. G= o AA-2 CD -L > 􀀭􀀭􀀭􀁾􀁾􀁦􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭� �􀀫􀀮􀁯􀀠CD > o L 01 .... I/) CD i: 􀁾􀀠􀁾􀀭􀀧􀀺􀀺􀀺􀀽􀀺􀀷􀁊􀀠c:::\::::::::::J9 􀁬􀀮􀀽􀀮􀀮􀁾􀀭􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀽􀀽􀀧􀀢􀀠 Addison Rood , I ... ,.Static Control Point Observers: Mark Yale Texas State Plane Coordinates P. Scott Hardin Zone: North Central (4202) J. L. Lyle Geoid: Conus Grid Surface Grid Scale Factor North: 7039689.078 7040578.681 0.99987365 East: 2480245.682 2480559.110 Elevation Scale Factor Elevation: 638.30 638.31 0.99997366 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA -1 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-1" Location: Addison Arl"'pol"' t North Static Control Point Observers: Mark Yale P. Scott Hardin J. L Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7037202.352 East: 2480632.193 Elevation: 638.03 Surface 7038090.390 2480945.229 638.05 Grid Scale Factor 0.99987382 Elevation Scale Factor 0.99997368 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA 3 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-3" Location: Located on the east side of Addison Airport, 300' +1-south of George Haddaway Drive, 30' +1-west of the west curbline of Addison Road, 194.7' south of the north end of a 6' high masonry wall, and 13.9' from and perpendicular to said wall. Masonry Wall A A -3,...111--,-='9"""4...,,.7_'-Il0l101 30'+/.. Addison Rood + II rF = 􀁾􀁾􀀠.." ....PIUI Lli Static Control Point Observers: Mark Yale Texas State Plane Coordinates Zone: North Central (4202) P. Scott Hardin Geoid: Conus Grid J. L. Lyle Surface Grid Scale Factor North: 7041501.126 7042391.806 0.99987353 East: 2480144.730 Elevation Scale Factor Elevation: 641.92 2480458.444 0.99997349 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway. Dallas Tx. 75248 Point Name: AA -2 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-2" Location: 641.04 North Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7035957.986 East: 2479444.822 Elevation: 632.41 Surface 7036845.215 2479757.478 632.43 Grid Scale Factor 0.99987392 Elevation Sc!!le Factor 0.99997395 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA-4 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-4" Location: Located on the west side of Addison Airport, 24.94' southeast of, and 75.12' northeast of the northeast comer of Lot 18, Block "C", Addison Airport Industrial Addition. 􀁄􀁤􀁯􀁣􀁊􀁾􀁜􀀮􀂷􀂷􀀠. ll!@==u = North .. U'I 􀁾􀀠8• Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7038354.547 East: 2478875.833 Elevation: 642.02 Surface 7039243.335 2479188.860 642.04 Grid Scale Factor 0.99987374 Elevation Scale Factor 0.99997349 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: CS 1308 Description: Standard USGS Disk set in concrete, inscribed with "CS 1308" Location: Located in the Addison Airport, 409.18' northeast of and perpendicular to the west Addison Airport boundary, and 300.44' southeast from the comer of Lot 1, Block"A" of the Addison Airport Industrial Addition. Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus North: East: Elevation: Grid 7039305.132 2478531.657 640.77 Surface 7040194.513 2478844.807 640.79 Grid Scale Factor 0.99987367 Elevation Scale Factor 0.99997355 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AB 2786 Description: Standard USGS Disk set in concrete, inscribed with "AB 2786" Location: Located in the Addison Airport, west of the runway, 452' east of and 205.21' south of the intersection of the north ROW line of Keller Springs Drive (50' ROW) and the east ROW line of Dooley Road (60' ROW). Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus North: East: Elevation: Grid 7043042.492 2477532.021 637.40 Surface 7043934.064 2477845.649 637.42 Grid Scale Factor 0.99987343 Elevation Scale Factor 0.99997371 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AH 7852 Description: Standard USGS Disk set in concrete, inscribed with "AH 7852" Location: Located in the Addison Airport, 153.6' south of the Excel Blvd. centerline (extended), 279.6' west of the west curbline of Westgrove Drive. North :JII' AH 7852 151.6' W T 􀁾􀁶􀀦􀀭______􀁾􀀠§I I I I North 􀁾􀀠G􀁾􀀠􀀭􀁸􀂧􀁧􀁾􀁾􀁾􀀻􀁲􀁖􀁗􀁅􀁓TGROV􀁾􀀠(_1 j 810' Static Control Point Observers: Mark Yale P. Scott Hardin J. L. Lyle Texas State Plane Coordinates Zone: North Central (4202) Geoid: Conus Grid North: 7043848.691 East: 2477497.499 Elevation: 652.26 Surface 7044740.705 2477811.242 652.28 Grid Scale Factor 0.99987336 Elevation Scale Factor 0.99997300 Dal-Tech Engineering 972-250-2727 17311 Dallas Parkway, Dallas Tx. 75248 Point Name: AA-6 Description: 3" Aluminum Disk set in concrete, inscribed with "AA-6" Location: Located in the Town of Addison Service Center Compound, 870' South of the centerline of Sojourn Drive where it intersects the centerline of Westgrove Drive, 329' West of the centerline of Westgrove Drive. Monument set at the south radius point of a 3·foot wide traffic island, 4" below top-of-curb. -AA-6..... ( lr 􀁗􀁅􀁓􀁔􀁇􀁒􀁏􀁖􀁾􀀭l 􀁊􀁾􀀠870' TOWN OF ADDISON '" . PAYMENT AUTHORIZATION MEMO '... .-. ' . . -, Claim # Vendor No;' '. , .' Vendor Name OAt. ":'TECI{ Address 173/1 􀁻􀀩􀀬􀁲􀁬􀀭􀁌􀁌􀁁􀁾􀀠 􀀮􀁾􀀮􀀠. . -Address 75246" Addrf1ss Zip Code ........􀁾􀁾􀀬􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀮􀀮􀀮􀀻􀀮􀀮􀀻􀀠• • • To--:-----1 . . .' TOTAL ;48/'117,3;Q ;' 􀀧􀀬􀁾􀀮􀀠'. i ; !.' BtlV;v-p,rl-fi"rEXPLANATION .;. } ..' " ... , '" . ,. ,-..'. . ! . :.􀁁􀁾􀀧􀀠, '. . Authorized Signature finance .. CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS INVOICE NO. 2107 July 26,2001 Mr. Steve Chutchian. P.E. Town of Addison 16801 Westgrove Addison, Texas 75001-9010 RE: Addison Airport Boundary Survey & Base Mapping Addison, T exes DTEJob No. 0107 to Date Invoice 1. Gather Data and Perform A. AtTown I ,andal. B. At· , Aviation DMsion In Austin C. From county' , Deed 2. 􀀬􀁾􀀠. Perform GPS Surveys . Run Level Loop. Prep.re Report 3. 􀁾􀁯􀁭􀁰􀁩􀁬􀁥􀀠Graphic! • Data A. Pial Deed., Lease., Joint Use Agmts. B. Analyze Plot to IdentifY 4. rReport and 5. >Orform I . I Polnta Locate p""",rtv' .of $ $ 1.628.00 $ 450000 $ $ $ $ $ 4AAOm $ 3.372.00 85% 100% 90% 100% 100% 80% 90% 90% 30% 50% 50% 25% I $ 1$ 1.131.20 I $ I $ 162800 1 $ 1.628.00 $ 1$ 4,,",,001s $ 1$ 1$ 1$ $ $ $ $ 1 $ $ $ 4.374.00 1 $ 3AAROO $ $ 1.011.60 1 $ -$ -. I $ i $ 1.628.00 I $ . $ 7.580.oo! $ I $ $ ! $ $ -1. . "?5500 6. 􀁾Vorklo_Data 1$ 25,756.00 0% 1$ --1$ -A. • Data 1 $ 85% $ 7,507.20 I $ -I $ e. Perform CAD Work for -OVerall 􀁾􀀠8.216. ,,Drawi"" and I 15% 3.007. -Joint u... ,Drawing and 20% 1.489. , Drawino and 10% 464. 7. t the ,of Airport and I Po. Perform Office Work to t File. e. Perform Field Work to Set 8. Prepam Final , Report A. Prepare Final RePOrt e. Present Report to Town Council su III. Non-Labor I Radio for Safetv . .. I $ 1,760.00 : $ 1$ I $ 1,852.00 1$ 21' 70% . 0% 0% 0% 44% I $ 1.500.00 25% I $ . 600.00 100% 1$ 35% . . 1$ 􀁾􀀬􀁟􀁾􀁾1$ 􀀳􀀲􀀬􀀱􀀰􀀰􀁾􀀠= $ 1,232.00 I $ -$ $ -I $ -$ $ -I $ -$. $ -I $ -$ $ 1$ $ $ 􀁾􀁉$ 286.00 $ $ 600.00 I $ . 389.00 $ $ 1$ $ $ 􀁾􀁉$ 350.00 $ $ 11, $ $ 􀁾􀀴􀀮􀀸􀀱􀀠----89.00 211.00 -TOTAL DUE THIS INVOICE . $ 48,917.30 Ail Payments are due upon recelpl, 1.5% interest per month wRI be applied aller 3Q days. 􀁤􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀧􀁬􀁾􀁮􀁾􀀧􀀧􀀧􀁦􀁬􀁾􀁲􀁌􀀧􀁁􀁫􀁯􀁰􀁋􀁗􀁙􀀠I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE /FT. WORTH, TX 76101 /817-626-8777 , FAX 817-626-5777 www.dal-tech.com . . TOWN OF ADDISON , PAYMENT AUTHORIZATION MEMO ....DATE: ClaIm # 􀀮􀁾􀀮􀀠. -: . . . . , . . ".'',' VemlorNo; ',' , " Vendor Name ,Address .. 􀁄􀁁􀀭􀁩􀁾􀀠Tee!! Address Zip Code ' .. .' .' ;'S4iq71/"',:10 ' '. , , .'J; :' 􀁾􀀠EXPLANATION ,SvgVEr.flVtj " .S E'J?t-rc 8 F.p£", • I , . ,b"JL;'Te-Cf/" i' . . I!>' :Ettr Ci (II--'E"e:e /'1>' 0/I I r;vn of Addison and, , Airport B. At· , Aviation Division in Austin C. From County ; , Deed Records 2. . I Control A. Perform GPS SUlVeyo B. Run Level Loops C. Pr""are Report 3. Compile Graphic i ,of ,Da!a A. Plot Deeds, Leases, Joint Use Armis, B. Aralyze Plot to Identify Problem Areas 4. , Report and 5, Perform Field Suoveys A. 1 Contro!Points B. Locate! 􀁾,of C 􀁾􀁾􀀺􀁾􀁩􀁩􀀠Level D LeveIC Levels 6. 'erform Office Worl< to Process Data I and Analyse Data for Perform,fori Overall I Lease Area Drawing and Joint ; Drawing and i , Drawing and 7. 􀁾􀀠,of Airport and Perf orm ) Prepare Perlorm 8. 'reper. Final' , Report A. Prepare Fina! Report B. Present Report to Town Council to Oate 􀁉􀀤􀁾􀀠$ 1$ -$ I $ 1, 100% $ I $ -$ 1$ $ 1$ -$ 1$ II 􀀱􀁄􀁏􀀥􀁾􀀤􀀠-$"=: . ,. $ , 1$ i $ 1$ -$ 1$ 13, S 1$ -$ 1$ 4, $ 1$ -$ i $ 􀁾􀀠􀁾􀀷􀀺􀁩􀁮􀁮􀀠0% $ -i $ -􀁩􀀤􀁾􀀠20% $' i $ , $ I 20% $ i $ $ i $ 21,700.00 10% $ 2,170.00 1$ -1$ 8.778.00 % -1$ -$ 17.936.00 % -1$ -$ 25,756.00 1$ $ i $ 0% $ -1$ -$ 9AAA 00 -1$ -$ --$ -$ )% $ $ 1,760.00 0% $ -$ -1$ $ 0''<' $ -$ -1$ $ 0''<' $ -1$ $ 1,852.00 0''<' $ -su $ 22% $ -􀁾􀀠I . 1. • $ 1,500.00 􀁾􀀠--1$ 2. UHF I Radio for Safety $ 600.00 --1$ 3. .Time 1$ 19% -4. $ 18% f -$ -$ 20% -$ -.1.131.20 1,628.00 1m! 1,628.00 2,170.00 -.---.--5.359.00 TOTAL DUE THIS mn/UllIl:: $ 54,709_40 All Payments are due upon receipt, U5% interest permonth will be eppHed after 30 days. da1seMdebra\o107\conbacts\110'T.6,2& 01 17311 DALLAS PKWY I STE 200 I DALLAS, TJ( 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE I FT. WORTH, TX 76101 I 817-626-8777 /FAX 817-626-5777 www.daJ-tech.com 05/10121301 PAGE 01/01DAL TECH ENGINEERING __􀁴􀀮􀀽􀁾􀁮􀁲􀁾􀀭􀁦􀁦􀁲__􀁾􀀭􀀱􀀠Co. "Do-(. Te.cL PhOne' Ql1. 7.."!b LTL1 Fax' "ITt. <..& \.1.1 ..'1 􀁾􀁾􀁾􀁜􀁾􀀣􀁾􀀭􀁲􀀬􀁾􀁾􀁾􀁾􀁲􀁾􀀽􀀠􀁾􀁏􀀽􀁟􀀸􀁾􀁾􀁗􀁾 􀁆􀁾􀁡􀀽􀁘􀁾􀁎􀀷􀁯􀁴􀁲􀀮􀁥__ri7_67_1 d P,tt5a J I'fl.b(;l]B ·, PUBliC WORKS DEPARTMENT (972) 4ro-2S71 Post Office Box 9010 Addison) Texa& 75001..9010 16801 W""gro"" March 13, 2001 Mr. Raul Wong, Jr., RP.L.S., P.E. Principal-in-Charge HaIffAssociates 8616 Northwest Plaza Drive Dallas, Texas 75225 Re: Surveying Services Dear Mr. Wong: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services fur our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. " Sincerely, 􀁾􀁬􀁾􀀠 Steven Z. Cliutchian, P .E. Assistant City Engineer Cc: Chris Te\.IY, Assistant City Manager Mike Murphy, Director ofPublicWorks Jim Pierce, Assistant Director ofPublicWorks• PUBUC WORKS DEPARTMENT (972) 45Q..2811 􀁧􀁾􀁾􀁾􀁾􀁾􀁾􀁒􀂮􀀠POll! Office Box 9010 Addiso., T .... 75001·9010 16801 Westgrove March 13, 2001 Mr. Lyndon M. "Bud" Hodgin, R.P.L.S. Senior Associate Manager ofSurveying Services Garcia & Associates Engineering, Inc. 6850 Manhattan Boulevard, Suite 300 Fort Worth, Texas 76120 Re: Surveying Services Dear Mr. Hodgin: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services fur our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time arId effort you took to respond arId hope that you will continue to pursue future work with the Town of Addison. . Sincerely, 􀁾􀁊􀁃􀀴􀁌􀀠Steven Z. Chutchian. P.E. AssistarIt City Engineer •Cc: Chris Terry, AssistarIt City Manager Mike Murphy, Director ofPublicWorks Jim Pierce, Assistant Director ofPublicWorks PUBlJC WORKS DEPARTMENT (972) 450-2871 Post Office Box 9(}lO Addison, Texas 75001-9010 16801 Westgro ..:.:. , March 13, 2001 Mr. Thomas W. Maule, RP.L.S. PBS&J 13800 Montfort Drive, Suite 230 Dallas, Texas 75240 Re: SurveYing Services Dear Mr. Mauk: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, 􀀮􀁾􀀩􀁾􀀠Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Chris Terry, 􀁁􀁳􀁳􀁾􀁴City Manager Mike Murphy, Director ofPublicWorks . Jim Pierce, Assistant Director ofPublicWorks • ..AJj:6isoN PUBUC WORKS DEPARTMENT (972) 450-2871 m 'M !3"B® Post Office Box 9010 Addison. Texs.:' 75001·9010 16801 Westgrove March 13, 2001 Mr. Aubrey C. Adcock, Jr., P.E., R.P.L.S. Senior Vice President Huitt-Zollars, Inc. 3131 McKinney Ave., Suite 600, LB 105 Dallas, Texas 75204-2489 Re: Surveying Services Dear Mr. Adcock: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for qua1ifications. We appreciate the tinIe and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, 􀁾􀀯􀁾Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Chris Terry, 􀁁􀁳􀁳􀁩􀁾􀁡􀁮􀁴􀀠City Manager Mike Murphy, Director ofPublic Works JinIPierce, Assistant Director ofPublic Works PUBLIC WORKS DEPARTMENT (972) 450-2871 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠Post Office Box 9C?lO Addison. Texas 75001-9010 16801 Wesigrove March 13, 2001 Mr. Paul Rossini Principal NTB Associates, Inc. 2929 Carlisle Street, Suite 350 Dallas, Texas 75204 Re: Surveying Services Dear Mr. Rossini: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, 􀁾􀀯􀁾􀀠Steven Z. Chutchian, P .E. Assistant City Engineer Cc: Chris Terry, 􀁁􀁳􀁳􀁾􀁡􀁮􀁴􀀠City Manager Mike Murphy, Director ofPublic Works Jim Pierce, Assistant Director ofPublic Works PUBLIC WORKS DEPARTMENT (972) 450-2871 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀮􀀠p"", Off"", Bnx9010 Addi..". Texas 75001-9010 16801 Westgrove March 13, 2001 Mr. Ayub R Sandhu, P.E., RP.L.S. President ARB Engineers, Inc. 5910 N. Central Expressway, Suite 1000 Dallas, Texas 75206 Re: Surveying Services Dear Mr. Sandhu: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, fo---/􀁾􀀠Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Chris Terry, Assi§tant City Manager Mike Murphy, Director ofPublicWorks Jim Pierce, Assistant Director ofPublicWorks PUBLIC WORKS DEPARTMENT (972) 450-2871 Post Office Box 9010 Addiaoa. T.... 75001·9010 16(101 Westgrove: March 13,2001 Mr. Todd J. Slaton, RP.L.S. 􀁃􀁯􀁴􀁴􀁯􀁮􀁓􀁾􀁹􀁭􀁧􀁃􀁯􀁭􀁰􀁾􀁹􀀠12000 Ford Road, Suite 180 Dallas, Texas 75234 Re: Surveying Services Dear Mr. Slaton: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveymg services for our Addison Airport Boundary 􀁓􀁾􀁹project. Thank you for your response to the request for qualifications. We appreciate the time 􀁾􀁤effort you took to respond 􀁾􀁤hope that you will continue to pursue future work with the Town of Addison. Sincerely, 􀁾􀁊􀁾􀀠Steven Z. Chutchian, P.E. 􀁁􀁳􀁳􀁩􀁳􀁴􀁾􀀠City Engineer '. Cc: Chris Teny, 􀁁􀁳􀁳􀁩􀁳􀁴􀁾􀁴􀀠City Manager Mike Murphy, Director ofPublic Works Jim Pierce, 􀁁􀁳􀁳􀁩􀁳􀁴􀁾􀀠Director ofPublic Works PUBUC WORKS DEPARTMENT (972) 450-2871 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠Post Office Box 9010 Addi,on. T .... 75OO1-90IQ 16801 Westgrove March 13, 2001 Mr. Robert L. Wright, P.E., R. PL.S. Vice President PATE ENGINEERS 8150 Brookriver Drive, Suite S-700 Dallas, Texas 75247 Re: Surveying Services Dear Mr. Wright: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide . surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, 􀁾􀁬􀁾􀀠Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Chris Terry, AssistarttCity Manager Mike Murphy, Lljrector ofPublic Works Jim Pierce, Assistant Director ofPublic Works (972) 400-2871PUBlJC WORKS DEPARTMENT 􀀡􀀧􀁩􀀡􀁾􀁾􀁾􀁾􀁾􀁧􀁧􀂮􀀠Poot Office Box 9010 Addison, To"", 75001·9010 16801 Westgrove March 13, 2001 Mr. David A. Vilbig, P.E., R.P.L.S. President Vilbig & Associates, Inc. 10132 Monroe Drive Dallas, Texas 75229 Re: Surveying Services Dear Mr. Vilbig: This is to advise that DAL-TECH Engineering, Inc. has been selected to provide surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for qualifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, fo-j 􀁾􀀠Steven Z. Chutchiao, P .E. Assistant City Engineer Cc: Chris Terry, As$tant City Manager Mike Murphy, Director ofPublicWorks Jim Pierce, Assistant Director ofPublicWorks PUBUC WORKS DEPARTMENT (972) 450-2871 Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove March 13, 2001 Mr. Mark A. Pacheco, P.E., R.P.L.S. President Pacheco Koch Consulting Engineers 9401 LBJ Freeway, Suite 300 Dallas, Texas 75243 Re: Surveying Services Dear Mr. Pacheco: This is to advise that DAL-TECH Engineering, Inc. haS been selected to provide surveying services for our Addison Airport Boundary Survey project. Thank you for your response to the request for quaIifications. We appreciate the time and effort you took to respond and hope that you will continue to pursue future work with the Town of Addison. Sincerely, 􀁾􀁬􀁴􀁫􀁌􀀠Steven Z. Cliutchian, P.E. Assistant City Engineer Cc: Chris Terry, 􀁁􀁳􀁳􀁾􀁡􀁮􀁴􀀠City Manager Mike Murphy, Director ofPublic Works Jim Pierce, Assistant Director of Public Works , TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO ., DATE: Claim # Check $ ·"l·jg;2. 8':,s,z',Y, .. .. . 􀁖􀁥􀁮􀁤􀁾􀁲NO>:_."":•. ....,",.---:-.':""......,.;..,.:-'----.:..__􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀬􀀮􀀮􀀢􀀭􀀺􀀭􀀺� �􀀭􀀧􀀭􀀭􀀭􀀧􀀮􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀬􀁾􀀮􀀮􀀬􀀮􀀭􀀧􀀭􀀭􀀭􀀧􀀭􀀧􀀭􀁾􀀺􀁟􀀠Vendor Name DIfL 􀁾􀁔􀁅􀁃􀁉􀁉􀀠􀁅􀁉􀁖􀁃􀀧􀁉􀀯􀁖􀁅􀁻􀀻􀁊􀀿􀁦􀀻􀁾􀀠􀀮􀀬􀀮􀀮􀁲􀀬􀁯􀀯􀁾􀀬􀀠Address 17311 P/iLLAS {/C/vr. I .fTc. 2t?t:J Address Address Zip Code TOTAL 48,,?2tf.SZ/EXPLANAtiON. .. AppuC1,v .. At /Z. Nf! T BtJvtV!?/fet S"(/j?vc r " ... . : Finance CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS INVOICE NO. 5107 􀁊􀁡􀁮􀁵􀁾􀁩􀁹14;2002 Mr. Steve Chutchian, P.E. Town of Addison 16801 Westgrove Addison, Texas 75001-9010 RE: Addison Airport Boundary Survey & Base Mapping Addison, Texas DTE Job No. 0107 A,"'·'W.:. to Date .;' Invoice III. 1. Galt Data and Perform : A. 'own of Addison and at 􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀁾􀁲􀁴􀀠$ 100% 1$ $ 1$ 282.80 B. Aviation Division I i $ 100% 1$ 1,628.00 $ 1$ -C. rom County , , Deed Records $ 100% 1$ $ 1$ -2. I 1 Control A. Perform GPS Surveys $ 100% 1$ $ B. Run Level Loops $ 100% 1$ $ . 4.910.00 C. Prepare Report . $ 7.642.00 100% 1$ 7 $ 71"" -3. Compile Graphic , of II , A. Plot Deeds. Leases. Joint Use A.Qmls. $ 100% 1$ 1: $ 1$ 1.334.00 B. Analyze Piol to Identify Problem Areas $ 100% 1$ $ 1$ -4. i ' Report and $ '100% 1$ $ ·3.372.00 1$ -5. Perform Field Surveys . '1 .. A. i I Control Polnls $ 8.140.00 100% $ 8.140.00 $ Jf140.00 1$ B. Locale 􀁾􀁮􀁤􀀠$ 100% 1$ $ i.l60.00 1$ . .C. Locale I . 􀁾􀀠.' Locate >and: $ 95% 1$ $ 17.360.00 1$ , Utility I Level 0 . $ 95% 1$ $ 1$ 1.316.70 Level C 􀀤􀁾􀁏􀁏􀀠95% I $ 17.039.20 $ 14348 RO 1$ '00040 Level B $ 25.' .00 95% $ 24.468.20 $ '0, 1$ 6. Perform C , (to Process Dala A. I I and Analyse Dala for $ 100% 1$ $ 1$ -B. Perform CAD Work for: . Overall $ 100% 1$ $ 1$ -i I Lease Area Drawing and i '004".110 95% 􀀧􀁾􀁾􀀺􀁾􀀠6.014.40 1"031 Joint Use, Drawing and 7.448.1 95% 􀁾i 95% 7. tthe I Airport and . . A. Perform ( ,to Prepare t Files $ 80% 1:$ 1.408.00 $ 1$ 176.00 . B. Perform Field Work to Set $ '.100% . 1$ $ 1$ . .8. Prepare Final , Report A. Prepare Final Report $ 90% $ $ 930.40 I. $ , '5040 B. Present Report to Town Council $ 0% 1$ -$ -$ -=SU $ 96% $ 21 $ " 1$ 1. , $ 90% I $ 1,350.00 $ 825.00 1$ 525.00_ 2. UHF I Radio for Safety $ 600.00 100% 1$ 600.00 $ 600.00 1$ . 3. Time '800000 95% 26= $ 1540000 1 4. 85% $ 500.00 94% , $ TOTAL DUE THIS INVOICE ' .. $ .411 11711 􀁾􀁮􀀠All Payments are due upon receipt, 1.5% interest per month will be applied after 30 days. 􀁤􀀧􀀧􀀧􀀧􀁍􀁤􀀧􀁢􀀧􀀧􀀱􀀱 􀀷􀂰􀀳􀀱􀀱􀀧􀀧􀁄􀁾􀁬􀁛􀁬􀁩􀀧􀁳􀁐􀁋􀁗􀁙􀀠I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222. W. EXCHANGE /FT. WORTH, TX 76101 /817-626-8777 /FAX 817-626-5777 vNIW.dal-tech.com TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: IIIN-lpi Claim # , ' Vendor No. Vendor Name 17311 DA-cc.A-.s ('kwf'. /sre 2C>t:7 Address Address Address Zip Code TOTAL 42) 7P,!.so EXPLANATION .fte-􀁾􀁾􀀠Authorized Signature Finance ]-L1 'iII:c!: [ , ' ENGINEERING, INC., Mr. Steve Chutchian, P.E. Town of Addison 16801 Westgrove Addison, Texas 75001-9010 CONSULTING CIVIL ENGINEERS /SURVEYORS CONSTRUCTION MANAGERS INVOICE NO. 4107 November 5, 2001 RE; Addison Airport Boundary Survey & Base Mapping Addison, T exes DTEJob No. 0107 to Date 􀁲􀁮􀁾􀁩􀁾􀁾􀀠II. 1. Gather Data and Perfoon I 􀁾􀀠'It Town of Addison I Alroort $ !73.20 Is -,AUstin $ Is 1.628 , Deed Reconls $ 100% $ 4!;oOO 􀀲􀁾A. Perfoon' ; Surveys $ 100% 1$ 1$ 􀀱􀀰􀁾􀀠-B. Run L Loops $ 100",(, $ 􀁾􀀤􀀠4.' -C. Prepare Report ! $ , IY? nil 100% ,S 7.' 1$ ri -S. lof I Data A, Plot Deeds, lease., Joint Use Agmt., 90% 1$ 1$ -, Analyze Plot to IdentifY Problem Area. 100% 4.860.00 1$ 1$ 48600 4. i , 3,372.00 100% 3,372.00 $ 1,348.80 I> 5. '.rtoon Field Su""",s ' , I I Conlrol Points $ 100% $ " 14000 $ 8,140,. -locate 􀁾􀀠,of! $ 100% $ I> Locate I , Loeate I , and $ 21,700.00 BO% $ $ I> , Utility I Level D BO% $ $ 􀁾levelC "􀀧􀁏􀁾􀁾􀀠III 80% "'..... on 􀀤􀁾􀀶􀀰􀀠$ LevelS 80% $ ,1.80 I> 6. Pertonn C ,to Process lata A. I and Analys. Data or I I> 100% $ $ 7.507.20 $ 1.324.•n B. Perform CAD OVerall I $ 100% $ $ 821610 $ , ....qon I. Leas. Area Drawing and I I I> 30% I> $ 3.007.20 $ 3.007.20 ; Drawing and $ SO% I> $ $ 744.80 I and I> d.Aom 40% 1> ' $ $ 697.20 7. ; of 􀁁􀁬􀁲􀁰􀁯􀁲􀁴􀁾􀀠. A. Perform Office Work to Prepare: $ 70% $ $ 1 􀀿􀁾􀀿􀁍􀀠$ -Perlorm Field War!< to set $ 100% $ $ -s 7.260:00 a, repare Final' , Report Prepare Flnal ROIlort $ 20% S . 930., $ $ <130.0 Present Report to Town COUncil $ 0% $ -$ -$ -$ 90% $ $ $ 􀁾1, I !$ 55% $ 825.00 $ 375.00 S 2. UHF I 􀁾􀀠$ , . 600,00 100% $ 􀀶􀀰􀀰􀀮􀀰􀀰􀁾􀀰􀀰􀀠$ 3. . $ 55% S 1.00 $ 4. S . 60% $ 1.200.00 I $ 7BO.00 $ 420.06 $ 56% $ Is $ IU fAL DUE THIS INVOICE . , : : . :' $ 42,709.50 All Payments are due upon receipt. 1.5% Interest per month wm be applied after 30 􀁤􀁡􀁾􀀮􀀠dalseMdebra\0107\l,;on1Fact:A411l1. 11.5.01 17311 DALLAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE I FT, WORTH, TX 76101 I 817-626-8777 I FAX 817-626-5777 www.dal-tech.com TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: Claim # Vendor No. Vendor Name Address Address Address Zip Code EXPLANATION OBJ PROJ SAC 􀁁􀁾􀀮􀀠Authorized Signature Finance Mr. Steve Chutchian, P.E. Town of Addison 16801 Weslgrove Addison, Texas 75001-9010 CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS INVOICE NO. 3107 September 14, 2001 RE: Addison Airport Boundary Survey & Base Mapping Addison, Texas OTE Job No. 0107 I Perform 􀁾of Addison and I I Airport HxlX 1 Division In Austin 'rom , Deed Records 2. 1 Control A. P!!lfurm GPS Surveys B. Run Level loOPS 􀀬􀁾􀀠C. Props,. Report 3. Compile Graph!c Data Plot Deeds, L.a.es, Joint Us. Aomt•. Analyze Plot to IdentifY Problem Area. 4. I 5. Perform FI, lid Surveys A, I Control Points B, .ocate 􀀮􀁾􀀠, of C. Locate I ;U r 􀀬􀁾􀀠Level 0 lavale Level B 6. 'erform ' ,to Proce.. Deta 􀁾AnalYs. Data for: PertOmt ';AD Overall: .1 lease, lend I • Orew!ng and , Drnwlng and I . " A, .. to Date 􀁾􀀠􀁾􀀠􀁾􀀠$ 􀁾􀀺􀀠$ 90% $ $ 100% $ $ $ $ 4.910.00 100% $ $ $ $ 100% $ $ $ 􀀱􀀲􀁾$ 90% 􀀱􀀲􀁾􀀠$ $ 90'... 4; !.OO $ $ 40% $ , , • $ 100% $ $ $ $ 15.150.00 80% $ $ $ • $ 60% $ 􀀱􀀳􀁾􀀠$ $ $ 60% $ $ $ $ 17,936.00 60% $ 10,761.60 $ -$ $ 60% $ 11 $ -$ $ $ .20 $ ,20 $ $ 85% 8.216,10 8.216.11 $ $ 15% $ $ 20% 1,489,60 $ $ 0 25% 1,162.00 464.80 $ 7. 􀁉􀁾A. 􀁾􀁉􀁏Prepare: $ 17RO"" 70% $ $ $ B. Perform ,to' lot $ 0% $ -$ -$ 8. Pre.are Final' I Report A. Prepare Final Report $ 0% $ $ -$ B. Present Report to Town Council $ 0% $ -$ -$ SU S 63% S $ $ I , 1. $ 25% $ 375.00 $ 2. UHF II Radio for Safety $ 600.00 100% $ 600.00 $ 3. 'Time $ 35% $ $ 9. 4. 􀁾􀀺􀀠39% $ 760.00 $ $ '36% $ $ 11. II s 􀁾􀀠--1.S?R "" -337.20 7.595,00 877,80 --0.00 697.20 -------430.00 430.00 TOTAL DUE THIS INVOICE .. $ AjUll::AAn • t{ It;,All Payments are due upon 􀁲􀁥􀁣􀁥􀀯􀁰􀁾􀀠1.5% interest permonth will be applied after 30 days. dalseMd'ebra\D1IJi'\eontractsU101.9,14,Q1 17311 DALLAS PKWY I STE 200 I DALLAS, TX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE /FT, WORTH, TX 76101 I 817-626-8777 /FAX 817-626-5777 WWl'I.dal-tech.com fr>,P/$ I STEVEN Z. CHUTCIllAN, P.E. Assismnt City Engineer (972) 450-2886 (972) 450-2837 FAX (214) 673-2518 Mobile schutchian@ci.addison.tx.us E-mail Town ofAddison 16801 Westgrove Dr. P.O. Box 9010, Addison, Texas 75001-9010 /1-lfCe -AT/fiCHe]) (5 77fE 􀁦􀀧􀁾􀁆􀁊􀀻􀀻􀀱􀁌􀀠{2. 􀀢􀀧􀀯􀁅􀁻􀀼􀀻􀁾􀀠F« T1f.e 􀁦􀀧􀁾􀀬􀁒􀁐􀀵􀁥􀁰􀀠A P !l/.f tJ If...-Ai􀁾􀀠(3ov,,-,PHy Sv£.'t.-er' 􀀮􀀵􀁾tp'e Iff-VW)!!,e:-u-e /f:e (?<.,,!,/fi!.E/VIe tJ,e( t;(IVft(.. P 7Y1t:.. 􀁆􀁾􀀠SV.Dr"1{JJEp 1>r D,AL -Tall 1<...,rl3; 􀁦􀁴􀀯􀀯􀁾􀀩􀀨􀀬􀀠􀀮􀁦􀀳􀀢􀀧􀁾􀁯􀀼􀁯􀀼􀀠...f;1 "'e. 5CC"/e qP 􀁾􀁥􀀠AkZJ /2e iJKe 17k TO/,/1C 􀁆􀁾􀀠-I-z; #'ZSI;36C{-. t4-/1.5 ft :Bte TD /?/.s ( f.1;5 1?f7.s Ff"'-"k 􀁴􀁲􀁾􀀵􀁾􀁣􀀺􀀾........ C/F 77Je 􀁴􀁦􀀿􀁾􀀯􀀢􀀬􀁲􀁁􀁣􀀮􀀠4-( J7""1 f'. April 16. 2001 MEMORANDUM To: Chris Terry. Assistant City Manager Through: Mike Murphy. P.E .• Director ofPublic Works From: Steve Chutchian, P.E .• Assistant City Engineer 􀀺􀁦􀀬􀁾􀀠Cc: Jim Pierce. P.E., Assistant Director ofPublic Works Subject: Addison Airport Boundary Survey Proposal for Surveying Services As a requirement for the permanent operation ofthe Addison Airport by the Town, it is necessary to perform a new boundary survey ofthe airport property. The attached proposal represents a scope and fee proposal from the firm ofDAL-TECH Engineering, Inc., in the amount of$251,864.00, for the completion ofthe proposed boundary survey. The total scope ofwork includes the following components: a. Perfurming research ofTown, County. State or other documents related to the airport property, leaseholders, etc. b. Perfurming GPS surveys to establish control on permanent momunents. c. Compiling graphic documents ofdata and plotting deeds, leases, joint use agreements. easements, etc. d. Perfurming field surveys, including establishment ofborizontal and vertical control points, and locating existing monumentation, lease holdings, existing buildings, utilities, taxiways, runways, fences, roads, and structures. e. Performing CAD work necessary to prepare boundary surveylbase map ofthe airport site. f. Preparing a final surveyor's report with all support documentation. The boundary survey will be financed from the Airport Fund. It is recommended that the Council approve a proposal from DAL-TECH Engineering, Inc. in the amount of$251 ,864.00, for surveying services related to the Addison Airport Boundary Survey. AGREEMENT FOR PROFESSIONAL SERVICES Between DAlrTECH Engineering, Inc. and Town of Addison THIS AGREEMENT. entered into at Addison, Dallas County, Texas, on the 17'h day of April , 2001 , by and betvveen Town of Addison, hereinafter called "CLIENT," and DAlrTECH Engineering, Inc., a Dallas corporation, hereinafter called "DALTECH," is as follows: The CLIENT engages DAL-TECH to perfonn professional services for a project described as Survey and Utility Mapping Services for Addison airport, hereinafter called the "Project." The CLIENT and DAL-TECH, for mutual consideration hereinafter set forth, agree as follows: A. DAL-TECH agrees to provide and perfonn certain professional services for CLIENT upon the Project as follows: See Attached Exhibit "An (Scope ofServices). B. CLIENT agrees to pay DAL-TECH as compensation for its services as foHows: Lump Sum fee $251,864.00 for listed services on attached Exhibit "B" to be paid monthly as the work progresses. C. Period in which services are to be rendered: 􀁟􀀮􀀮􀀮􀀡􀀡􀁅􀀢􀀢􀁩􀀬􀀮􀁧􀀮􀀲􀁨􀁴􀀡􀀮􀀮􀀨􀀱􀀡􀁩􀀸􀁾􀀩􀀭􀀧􀁬􀁍􀁾􀁯􀁾􀁮􀁩􀀡􀀡􀁴􀀬􀀬􀀭􀀬􀁨􀂣􀀮􀁳􀁟􀀠L AUTHORIZATION FOR WORK TO PROCEED Signing of this AGREEMENT for services shall be authorization by the CLIENT for DALTECH to proceed with the work, unless stated otherwise in the WORK AUTHORIZATION/AGREEMENT. 2. STANDARDOFPRACTICE Services perfunned by DAL-TECH under this AGREEMENT will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. No other representation, expressed or implied, and no warranty or guarantee is included or intended in this AGREEMENT, or in any report, opinion, document or otlierwise. 3. BILLING AND PAYMENT The CLIENT, recognizing that timely payment is a material part of the consideration of this AGREEMENT, shall pay DAL-TECH for services perfonned in accordance with the rates and charges set forth herein. Invoices will be submitted by DAL-TECH on a monthly basis and shall be due and payable within thirty (30) calendar days of invoice date. Ifthe CLIENT objects to all or any portion of an invoice, the CLIENT shall so notify DAL-TECH in writing within ten (10) calendar days of receipt of the bill in question, and pay when due that portion of the invoice, not in dispute. Dalserv/debralO107/CooftaoWAgreement for Professional Servi"",.4.13.0 1 4. LIMITATION OF LIABILITY In order for the CLIENT to obtain the benefits of a fee which includes a lesser allowance for risk funding, the CLIENT agrees to limit DAL-JECH's liability arising from DAL-JECH's professional acts, errors or omissions, such that the total aggregate liability of DAL-JECH shall not exceed DAL-JECH's total fee for the services rendered on this project. 5. CONSEQUENTIAL DAMAGES The CLIENT shall not be liable to DAL-JECH and DAL-JECH shall not be liable to the CLIENT for any consequential damages incurred by either due to the fault of the other, regardless of the nature of this fault, or whether it was committed by the CLIENT or DALJECR, their employees, agents or subcontractors. Consequential damaged include, but are not limited to loss ofuse and loss ofprofit. 6. TERMINATION In the event termination becomes necessary, the party (CLIENT or DAL-JECH) effecting termination shall so notifY the other party and termination shall so notifY the other party and termination will become effective fourteen (14) calendar days after receipt of the termination notice. Irrespective of which party shall effect termination or the cause of termination, the CLIENT shall within thirty (30) calendar days of termination remunerate DAL-JECH for services rendered and costs incurred up to the effective time of termination, in accordance with DAL-JECH's prevailing fee schedule and expense reimbursement policy. 7. ADDITIONAL SERVICES Any services beyond those specified will be provided for separately under an additional Work Authorization or amended Work Authorization. IF ANY ONE OR MORE OF THE PROVISIONS CONTAINDED IN THIS AGREEMENT SHALL BE HELD UNENFORCEABLE, THE ENFORCEABILITY OF THE REMAINING PROVISIONS SHALL NOT BE IMPAIRED. IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this agreement upon the terms, conditions, and provisions above stated, and on the reverse side hereof, the dey and year first above written. DAL-JECH Engineering, Inc. Officer Town of Addison, Client Signature: 􀀮􀁾􀁾􀁾􀀠Signature: ___________ By: 􀁓􀁾.7¢:'«m4U/' By: __________------------Title: ______________Title: <)i?,g,.;.""5"/DG•tV r Dalserv/debralO 107/ContractslAgreemmt for Professional Services.4.13.01 Exhibit A ADDISON AIRPORT BOUNDARY SURVEY AND BASE MAPPING SCOPE OF WORK DAL-TECH Engineering, Inc. has been asked to prepare a scope of work and an estimate of probable cost for preparing a boundary survey and a base map of selected features of the Addison Airport property. Included in the boundary survey are locating the approximately 65 ground leases on the airport, the through-the-fence leases, joint use agreements, and easements affecting the property. Optionally, DTE can also produce individual lease exhibits if desired. The base map will show all buildings, taxiways, runways, fences, and streets within or immediately adjacent to the airport boundary. In addition, utilities such as water, wastewater, storm sewer, electric, gas, and telephone can be located at an optional level of quality as explained in more detail below. The detailed scope of services to accomplish these goals is set out as follows: 1. Gather data and perform research: A. At Town of Addison and at Addison Airport OTE staff will coordinate with Town of Addison staff in both Public Works and at Addison Airport to gather existing documents, plans, maintenance records, electronic files, and any other information that will aid in the preparation of the boundary survey. leasehold establishment, and base mapping. B. At TxDOT's Aviation Division in Austin DTE staff will obtain any relevant information about Addison Airport from Charlotte Bergfeld or her designated representative in TxDOT's Aviation Division in Austin. C. From County Courthouse Deed Records We will use an outside professional abstracting service to gather the public records research for us. Although several of our DTE staff are very proficient in using the Dallas County Deed Records, abstracting professionals have access to easement databases that allow them to do thorough easement searches that we are unable to do. We plan to avail ourselves of this expertise. Deliverables: OTE will prepare a document control system for the project and establish files containing relevant documents. Oal..rvldebral01 071contracts/Exhibit A -Addison Scope.4.16.01 2. Establish Control A. Perform GPS surveys and office processing to establish secondary control on permanent monuments. There are several high-order monuments on the airfield established as part of the National Geodetic Survey's. Primary Airport Control Station (PACS) and Secondary Airport Control Station (SACS) program. We will use these monuments as our primary control pOints for the project. We will establish six additional secondary control points. which will be constructed to a Town of Addison and DTE mutually approved design at mutually agreed upon locations. Classical static GPS surveying techniques will be used to record satellite observation files at each of the primary and secondary control pOints and at selected vertical benchmarks on the airfield. Constraining the resultant network to the National Geodetic Survey monuments' data, we will perform office post-processing to determine the geodetiC coordinates, the NAD 83 (1993) Texas North Centrel Zone (4202) State Plane Coordinates, and the PACS NAVD88 orthometric height for each of the stations in the network. B. Run level loops as necessary to incorporate existing vertical information. The vertical datum for the PACS /SACS points is GPS-derived NAVD88 orthometric heights. These orthometric heights are published to centimeter precision (-0.03') and are considered to be that precise in relation to other PACS /SACS stations but not necessarily in relation to other NAVD88 known pOints in the area. Therefore. we need to incorporate some of the "local" benchmarks to ensure that our GPS vertical model works properly. C. Prepare a report including "recovery drawings" showing each monument, its physical location, its data, and its metadata on an individual drawing for each monument. After all of the above GPS work and leveling has been completed. DTE will compile a brief report documenting the GPS work and the associated statistics. The report will contain "recovery drawings" showing each monument, its physical location. its data. and its meta data on an individual drawing for each monument. Deliverables: Meet with the Town Staff to deliver and discuss the GPS Report with a "recovery drawing" for each monument. Dal5e!V/debralOl07/contractSlEJ3.200I-Level B 4 $540 40 $400n ao $4BDO 6. Perform Office Work to Process Data A. Download and Analyse Data for Boundary 0 $0 $4800.. 60 S3BOO B. Perform cAD Work for Boundary OVerall Boundary 0 II( 24 $2400 100 $6000 lndMdual Lease Area Drawing and Description 4 $540 SS i8600 18" $10800 Joint Use Agreements Drawing and Description $54ll 32 $3200 60 "600• 􀁾􀁾􀀠_Easements Drawtng and Description 4 $540 40 $2400'6 $1600 1. Monument the Boundarles of Airport and Leaseholds (If I'@qulred) A. Perform Office Work to Prepare stakeout Flies ,.0 $0 $800• B. Perform Field Work to Set Monuments 0 $0 0 $0 16 $$60 -8. Prepare Final Surveyor's Report A. Prepare Final Retlort 4 $540 8 $48032 :>3200 B. Present ReDort to Town Counc:Il 4 __§!l40 4 $400 54SO•SUB-TOTAL 54 $7,290 650 $65000 948 $56.8Bo II. Non-t.abor 2. UHF Handheld Radio for Safety 3. GPS/Computer T1mE! 1. Reproduction : " " 􀀮􀀧􀁾􀀢􀀠.' -, : ", ' t :r,'; 􀁾􀀠.' §: 􀀧􀁾􀀱􀀺􀀥􀀮􀁾􀀺􀁗􀀠􀁾􀀮􀀠.' , ,< 􀀮􀁾􀀺􀀻􀀻􀁾􀀬􀀠, , • ' :.:>'x 􀀧􀁾􀀢􀀧􀁾􀀠"'" 􀁾􀁥􀀬􀀼􀁾􀀡􀀧􀀠􀀧􀁾􀀾􀀠.,.?' .:: ;', . 􀁾􀀺􀀠. 4. Meetings: ',-􀀢􀀼􀀧􀁾􀁾􀁾􀀤􀀬􀀢􀀬􀀺􀀩􀀬􀀻􀀠.:;;,.:;;,' . < 1: ,',:",: . '. ',.": SUB-TOTAL 0 $0 0 $0 0 $0 -TOTAL 􀁜􀁉􀁾􀁜􀁮􀀢􀀢􀁾􀂫􀁢􀀧􀀧􀀧􀁜􀁯􀁉􀁏􀁔􀁬􀁰􀁴􀀢􀁣􀁲􀀾􀁉􀀮􀁜􀁓􀁬􀁬􀀺􀁓􀀮􀁜􀁯􀀤􀁜􀁬􀁲􀁮􀁴􀁬􀁬􀀤􀀠orpn ::haib1a .::cslsA-.12.01 Projected Pay-Out Scbedule Addison Airport Boundary Suryey Item Time Value Gather Data & Perform Research \12 mo. $11,784 Establish Control 1 mo. 23,022 Compile Graphic Documents ofPre1. Data 1 mo. 27,200 Preliminary Report & Presentation \12 mo. 4,372 Perform Field Surveys 2 Y:z mo. 97,770 Perform Office Work to Process Data 1 mo. 59,642 Monument Boundaries ofAirport & Leaseholds 1 mo. 18,020 Prepare Final Surveyor's Report \12 mo. 10,054 Month Projected Payout 1 $23,295 2 25,111 3 17,972 4 39,108 5 39,108 6 49,375 7 38,831 8 19,064 $251,864 04/16/21301 11:35 97225134774 DAL TECH ENGINEERING PAGE 132 AGREEMENT FOR 􀁰􀁊􀁾􀁂􀁦􀁌􀁉􀁍􀁬􀁎􀁁􀁒􀁙Between DAL-TECH Engineering. Inc. THIS AGREEMENT, entered into at Addison, Dallas County, Texas ,on the 17'" day of April , 2001 , by and between Town of Addison, hereinafter called "CLIENT," and DAL-TECH Engineering, Inc., I!. Dallas corporation, hereinafter called "DALTECH," is as follows: The CLIENT engages DAL-TECH to perform professional services for a project described as Survey and Utility Mapping Services for Addison airpo.rt, he..-eil!after called the "Projed." The CLIENT and DAL-TECH, for mutual consideration hereinafter set forth, agree as follows: A. OAL.TECH agrees to provide and perform certain professional services for CLIENT upon the Project as follows: See Attached Exhibit "A" (Scope of Services). B. CLIENT agrees to pay OAL·TECH as compensation for its services as follows: Lump Sum fee $251,864,00 for listed services on attached Exhibit "B" 10 be paid monthly as the work prouesses. C. Period in which services are to be rendered: 􀁟􀀭􀀬􀁓􀁾􀁥􀁥􀀢􀀬􀀭􀀬􀁁􀀢􀀬􀁴􀁴􀀢􀁡􀀢􀀬􀁥􀀢􀀢􀁢􀀢􀀬􀁥􀁤􀀢􀀬􀀭􀀬� �􀀢􀀬􀁸􀁨􀀢􀀢􀀢􀁩􀁢􀀢􀀬􀁪􀁃􀀡􀀮􀁴􀁟􀀢􀀢􀀬􀁃􀀧􀀭􀀢􀀮􀀮􀀮􀁊􀀨􀀢􀀬􀁓􀀢􀀬􀁣􀁢􀀮􀀮􀀬􀁥􀁤􀀢􀀢􀀬􀁵􀁬􀀮􀀮􀀬􀁥􀀡􀀡􀀮􀁬􀀩􀀢􀀭􀀧_ 1, AUTHORIZATION FOR WORK TO PROCEED Signing of this AGREliMENT for services shall be aufhorization by the CLIENT for OALTECH to proceed with the work, unless stated otherwise in the WORK AUIHORJZATION/AGREEMENT. 2. STANDARD OF PRACTICE Services performed by OAL·TECH under this AGREEMENT will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in fhe same locality under similar conditions. No other representation, expressed or implied, and no werranty or guarantee is included or intended in this AGREEMENT, or in any report, opinion, document or otherwise. 3, BILLING AND PAYMENT The CLIENT, recognizing that timely payment is a material part of the consideration of this AGREEMENT, shall pay OAL-TECH for for sel'Vices performed in accordance with the rates and charges set forth herein. Invoices will be submitted by DAL·TECH on a monthly basis and shall be due and payable within fhirty (30) calendar days of invoice date. Jf the CLIENT objects to all or any portion of an invoice, !he CLIENT shall $0 notifY DAL·TECH in writing within ten (l0) calendar days of receipt of the bill in question, and pay when due that portion of the invoice, not in dispute. DAL TECH ENGINEERING PAGE 133134/16/21381 11:35 9722584774 4. LIMITATION OF LIABILITY In order fur the CLIENT to obtain the benefits of a fee which includes a lesser allowance for risk funding, the CLIENT agrees to limit DAL-TECH's liability arising from DAL-TECH's professional acts, errors or omissions, such that the total aggregate liability of DAL·TECH shall not e>AMAGES The CLIENT shall not be liable to DAL-TECH and DAL·TECH shall not be liable to the CLIENT for any consequential damages incurred by either due to the fault of the other, regardless of the natu,e of this fault. or whether it was committed by the CLIENT or DALTECH, their employees, agents or subcontractors. Consequential damaged include, but are not limited to (oss of use and loss of profit. 6. TERMJNATION In the event terminatioll becomes necessary, the party (CLIENT or DAL-TECH) effecting termination shall so notify the other party and termination shali so notifY the other party and termination will become elrective fourteen (14) calendar days after receipt of the termination notice. Irrespective of wluch party shall effect termination or the cause of termination, the CLIENT shall within thirty (30) calendar days of termination remunerate DAL-TECH for services rendered and costs incurred up to the effective time of termination, in accordance with DAL· TECH's prevailing fee schedule md expense reimbursement policy. 7. ADDITIONAL SERVICES Any services beyond those specified wil). be provided for separately under an additional Work Authorization or amended Work Authorization. :rF ANY ONE OR MORE OF Tl;IE PROVISIONS CONTAlNDED IN THIS AGREEMENT SHALL BE HELD UNENFORCEABLE, THE ENFORCEABILITY OF THE REMAINING PROVISIONS SHALL NOT BE IMPAIRED IN WITNESS WHEREOf, the parties hereto have accepted, made and execllted this agreement upon the terms, conditions, and provisions above stated, and on the reverse side hereof, the day and year fi'st above written. DAL-IECH Engineering, Inc. Officer Town of Addiso!l, Client Signature: ___________ Signature: ____________ By: _____________ By: _________________ Tille: ____________ Tille: _____________ De.!Jerv/debrvO l011D}n1.tacl:5IAgre;;m;le.nt rOt Profusion..1S*l"YiCC.f,4.1 3.0 1 DAL TECH ENGINEERING PAGE 6464/1&/2801 11:35 9722504774 Exhibit A ADDISDN AIRPORT 􀁂􀁏􀁕􀁎􀁄􀁾􀀧RY SURVEY AND BASE MAPPI G SCOPEOFWOR I I DAL-TECH Engineering, Inc. has been asked to 􀁰􀁲􀁥􀁰􀁾􀁲􀁥􀀠a scope of work and an estimate of probable cost for preparing a boundary 􀁳􀁵􀁾􀁥􀁹􀀠and a base map of selected features of the Addison Airport property. Included in 􀁴􀁾􀁥􀀠boundary survey are locating the approximately 65 ground leases on the airport, IhlthrOUQh.the-fence leases, joint use agreements, and easements affecting the props , Optionally, DTE can also produce individual lease exh its if desired, , The base map will show all buildings, taxiways, 􀁦􀁵􀁮􀁷􀁡􀁾􀁳􀀬􀀠fences, and slreets within or immedietely adjacent to the airport boundary. In addition, utilities such as water, wastewater, storm sewer, electric, gas, and telephone an be located at an optional level of quality as explained in more detail below, The detailed scope of services to accomplish these go Is is set out as follows: 1. Gather data data and periorm research: A. At Town of Addison and at Ad Ison Airport DTE slaff will coordinate with Town f Addison staff in both Pllblic WorkS and at Addison Airport to ga er existing documents, plans. maintenance recordS, electroniC file . and any other information that will aid in the preparation of the bou dary $I,l/Vey, leasehold establishment. and base mapping, e. At T)(,DOT's Aviation Division i1 Austin DTE staff will obtain any relevant 􀁩􀁮􀁦􀁾􀁲􀁭􀁡􀁴􀁩 􀁯􀁮􀀠about Addison Airport from Charlotte Bergfeld or her desig aled representative in TxDOT's Aviation Division in Austin. C. From County Courthouse DeediRecords I We will use an outside professiona'lbstraCling service to gather the public records research for us. Alth ugh several of our DTE staff are very proficient in using the Dallas C unty Deed Records, abstracting professionals have access to easemr'nl databases that allow them to do thorough easement searches tha we Eire unable to do. We plan to avail ourselves of this expertise. Oeliverables: DTE will prepare a 􀁤􀁯􀁣􀁵􀁾􀁥􀁮􀁴􀀠control system for the project and establish files containing jlevant documents. . Dals9lV/debrelO107/cof'ltractslExhiblt A -Addison Scope-A.1G.01 DAL TECH ENGINEERING PAGE 65e4!16!26Bl 11:35 9722564774 2. Establish Control A. Perform GPS surveys and office processing to establish secondary control on permanent monuments, There are several high-order monuments on the airfield established as part of the National Geodetic Survey's Primary Airport Control Station (PACS) and Secondary Airport Control Station (SACS) program. We will use these monuments as our primary control points for the project. We will establish six additional secondary control points, which will be constructed to a Town of Addison and OTE mutually approved design at mutually agreed upon locations, Classical static GPS surveying techniques will be used to record satellite observation files at each of the primary and secondary control points and at selected vertical benchmarln:V0107/contractsJE)(hiblt A AddisOM ScoptltA.16.01 PAGE 89DAL TECH ENGIN£I':RING972258477484/16/2881 11:35 7. Monument the boundaries of the airport and the leaseholds. A. Perform office work to prepare stakeout files for the field crews. Data collector files will be prepared for the crews to use to set oUl!he corners. B. Perform field work to set monuments (rebar with plastic caps) at all feasible boundary corners and at leasehold corners if requested by Addison Airport staff. OTE field crews will set out 5/8" diameter 24' long rabar monuments with plastic caps at angle points in the fea simple boundary where no found monument exists. "Optionally, DTE crew" can .set ollt the same type of monument at lease corner.s if desired byIhe Town of Addison. Oelivera.bles: Monuments set in the field. B. Prepare a final surveyor's report to present to the Town of Addison. A. Prepare a final report having the following structure: 1. Executive Summary staling the project scope. objectives. and results. 2. A narrative describing the data gathering activities. preparation preparation of the working sketch. and the conclusions drawn from the documents gathered, 3. Minutes of the fonnal meeting with Ihe Town of Addison for Ihe presentation of the preliminary report, the action items defined in Ihal meeting, and the actions taken, 4, Formal surveyor's report addressing the researCh Issues, the results of the field work, the interpretation of the evidence gathered, and the professional opinions drawn from that evidence, 5. The boundary survey /base map, signed and sealed, and, optionally, lease exhibits on individual leases, 6. Appendices a. A list of all documents gathered. !hair relevance, and their provenance. b. Copies of airport vesting deeds c. Copies of lease agreements DaJseN/debr«iOl07/contracts/ExhlbH A w Addiaon SeapeA.16.01 PAGE 10DAL TECH ENGINEERING972250477404/1&/2801 11:35 d. Monument location sketches, metadala. and horizontal I vertical data for all GPS secondary control monuments that were established. B. Make a formal presentation to the Town Council of the results. Dellverables: Electronic and Hard Copies of Final Report, Survey and Sorted Lease Documents 􀁏􀁡􀁬􀁓􀁥􀁲􀁶􀁩􀁤􀁥􀁢􀁲􀁡􀀨􀀰􀀱􀀰􀀷􀁉􀁯� �􀁾􀁴􀁳􀁊􀁅􀁸􀁨􀁬􀁢􀁩􀁴􀀠A -Addi60n Scope.4.16.01 ExhlbltB 􀁾􀀠􀁾􀀠􀁾􀀠!l 􀁾􀀠 􀁾􀀠w 8 >g 5 m '" 􀁾􀀠􀁾􀀠l'l 􀁾􀀠 􀁾􀀠 i :0,􀁾􀀠ill 􀁾􀀮􀁾􀀮􀀧􀁉􀁬􀀮__􀀢􀀬􀀮􀀬􀀮􀀡􀁴􀁴􀁾􀀮􀀬􀀢􀂣􀁬􀁬􀀠 04/15/2001 11:35 972251l\4774 DAL TECH ENGINEERING PAGE 12 Exhibit C SCHEDULE O.lserv/debrei01 07lconlraclslE,hibil C • Scnedule PUBlJC WORKS DEPARTMENT (972) 450·2811 Post Office Box 9010 Addison,' Texas 75001-9010 16801 Westgrove March 13,2001 Ms. SediA Toumani, P.E. President DAL-TECH Engineering, Inc. 17311 Dallas Parkway, Suite 200 Dallas, Texas 75248 Re: Surveying Services Addison Airport Boundary Survey Dear Ms. Toumani: The Town ofAddison is pleased to announce that your finn has been selected to provide surveying services for the Addison Airport Boundary Survey project. A meeting has been scheduled for Wednesday, March 14, 2001, at 3 :00 p.m., to discuss a scope and fee proposal for the project Should you have any questions regarding this matter, please contact me at 972-450-2886. Sincerely, 􀁾􀁊􀁥􀁍􀀴􀀠Steven Z. Chutchian, P .E. Assistant City Engineer Cc: Chris Terry, Assistant City Manager Mike Murphy, P.E., Director ofPublic Works Jim Pierce, Assistant DiIector ofPublic Works Steve Chutchian From: Steve Chutchian Sent: Tuesday, February 13, 200111:30AM To: Chris Terry Cc: Michael Murphy; Jim Pierce; Jim Wilscn; Carmen Moran; Mark Acevedo Subject: Addison Airport Boundary Survey A Pre-Submittal meeting is SCheduled for Wednesday, February 14, 2001, at 2:00 p.m., in advance of the Town's receipt of Statements of Qualification from various firms for the proposed Addison Airport Boundary Survey. Subsequent to recent discussions between Dave Pearce, Ken Dippel, John Hill, Jim Pierce, and myself, a more detailed scope of work was generated and will be presented to interested parties at the Pre-Submittal meeting on Wednesday: a. Horizontal and vertical control shall be established for the airport, including monumentation, which shall be tied to Town of Addison horizontal vertical datum. b. Extensive title search and investigation shall be performed, including the following: 1. Parcels acquired as additions to the original airport property, including individual property descriptions and and map of each parcel. 2. All sub-leases on airport property, including boundary descriptions and map. 3. Identification of off-site users, including name, location, type of user, and access point(s) to airport property. 4. Research of other Town, County, State or other documents as necessary to establish the location of existing boundary lines and easements. c. Perform boundary survey of the Airport property and prepare descriptions and map, detailing the following: 1. Original airport site 2. easements 3. encroachments (Le., fences, poles, etc.) 4. on-site leases 5. all property acquisition and deletions for the airport site since 1976 6. pOints of accessibility of off·site users d. Compilation of all metes & bounds descriptions, maps, and other associated data, related to the boundary survey of Addison Airpot, into six (6) bound documents. These documents will be required by the FAA & TxDot, and will serve as permanent records for the Town of Addison. The deadline for submission of Statements of Qualifications is 5:00 p.m., February 23. 2001. At that time, the review and evaluation process will be initiated and will terminate with the selection of a firm and negotiation of fees. Thanks. Steve Chutchian 1 'I' 'Z 14/.357 -zcusI JJerF SJtef'f'Mu) Sti£ET 􀀭􀁾􀀠􀀡􀁉􀁾􀁾􀀠2-1 pAI'.f <; vii' uy l5 -p? 􀁲􀁾􀁶􀀧􀀠pe '(Pw/l/5'* tv .s v/C'''''r u 13-􀁾􀀮􀁁􀀭􀁥􀀧􀁦􀁰r '"-e.J,:; -t-llI'vAnJ 0 f 􀁾􀁥􀀠/+I C-91""J evl>e 􀁾""'f3 !i<4eC<' Y or e4£S /./A-"-'''' "'t /8'-T "'1.--􀀬􀀬􀁾􀀠/'<..) {.IJf 1".M! ./? 􀁾􀁲􀁹􀀠've f!>"vli:tJ.T 􀁾􀀠M 111 IIV 􀁏􀁾􀀠8vv"-"P'*"y) B<-T I.t.e 􀁾􀀠Dr eMt-l 􀁾􀀬􀀠􀀦􀀢􀀨􀁉􀀻􀀢􀀬􀀮􀀮􀀬􀁾􀀢􀀠􀁉􀀭􀁾􀁥􀀠􀀬􀀬􀁾􀀠(frv Cfi>k "'t /VfJ {>f, f""?-rv(e j, ,,"'-' AC/f:,T (FAA Steve Chutchian From: Mauk, Thomas W [TWMauk@pbsj.com] Sent: Thursday, February 08, 2001 8:55 AM To: schutchian@ci.addison.tx.us Subject: RE: SOQ Surveying Addison Airport Thank you for the prompt answer. I will make arrangements later to meet with you and review the material. Tom -----Original Message----From: schutchian@ci.addison.tx.us [mailto:schutchian@ci.addison.tx.us] Sent: Thursday, February 08, 2001 9:03 AM To: TWMauk@pbsj.com Subject: RE: SOQ Surveying Addison Airport Mr. Mauk -I have a copy of a map of the airport property, with descriptions, filing information, sub-leased areas, etc. It will be very valuable in your efforts to complete the project. I was planning to display it during our pre-submission meeting on Feb. 14th. However, feel free to come by anytime and look at it prior to the meeting. I also have started to acquire information on other parcels that the Town has acquired on behalf of the Airport. This material may be very helpful. If you need any other information, please let me know. Steve Chutchian -----Original Message----From: Mauk, Thomas W [mailto:TWMauk@pbsj.com] Sent: Thursday, February 08, 2001 6:45 AM To: schutchian@ci.addison.tx.us Subject: SOQ Surveying Addison Airport Dear Mr. Chutchian, Is there presently an overall Map of the Airport property? Thanks Tom Mauk 1 PBS&J 13800 Montfurt Drive, Suite 230 DaI1as, Texas 75240-4347 Attn: Mr. Clarence Daugherty, P.E. Pacheco Koch Consuhing Engineers 9401 LBJ Freeway, Suite 300 Dallas, Texas 75243 Attn: Mr. Christopher M. Jones, P.E. CANDIDATE FIRMS ADDISON AIRPORT BOUNDARY SURVEY Dal-Tech Engineering, Inc. 17311 Dallas Pkwy., Suite 200 Dallas, Texas 75248 Attn: Mr. Mori Akhaven, P.E. Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Attn: Mr. John W. 􀁂􀁩􀁲􀁫􀁨􀁯􀁾􀀠P.E. Brooks Baker Surveyors 511 E. Bluff Fort Worth, Texas 76102 Attn: Mr. Don Hickey Huitt·ZoUars, Inc. 3131 McKinney Ave.lSte. 600 Dallas, Texas 75204-2489 Attn: Mr. David E. Meyers, P.E. Garcia & Associates Engineering, Inc. 5710 LBJ Freeway, Suite 370 Dallas, Texas 75240 Attn: Mr. Rudy Garcia, P.E. Carson-Salcedo-McWi1liarns, Inc. 1201 Main St. Dallas, Texas 75202 Attn: Mr. Richard Carson 817-335-7151 972-233-6700 214-741-4640 Brockett-Davis-Drake, Inc. 214-824-3647 4144 N. Central Expressway Dal1as, Texas 75204 Attn: Mr. John Pibum Nathan D. Maier Consulting Engineers, Inc. 214-739-4741 8080 Park Ln., Suite 600 Dallas, Texas 75231 Attn: Ms. Jean Maier Dean Carter & Burgess, Inc. 214-638-0145 7950 Ehnbrook Drive Dallas, Texas 75247-4951 Attn: Ms. Wendy M. Martinez f!. 1-'1( -"ill" PAC -Tee -.. 9J ( A.eK; T;4 C4 J:[f l F( ""K44----'''JI>''JI> J!!i\t j r-a/l,el'"G £<21 ( Ar:s0 C fA J?:sI /..z: "c . 7"" 370 + 􀁁􀀭􀁾􀀠-f2J rAe-,> 􀁾􀀮􀀠Jr 􀁁􀀧􀁾􀀧􀀼􀀿􀁾􀀠,'. I' ., j,. i 1 I , i' I. I Halff Associates Halff Associates, Inc. 8616 􀁎􀁑􀁲􀁴􀁾􀁷􀁥􀁓􀁉􀀠Plaza Drive' DallaS. Texas 75225·4292 (214) 346-6200 Fax (214) 739·7066 Oi roe! Oi" (214) 346 6S18 Email: IriChardson@halff.com Website: http://www.halH.com NTB Associates, Inc. ARCHITEcTs • ENGINEERS • SURVEYORS Ayub Sandhu, P.E., R.P'L.S.Mark A. Jusselin, P.E. PresidentPrincipal Civil Engineering. lond Surveying & Comtructlon Mgmt. 2929 CARLISLE ST .. STS. 350. DAlLAS. TX 75204 DoIIO$ (214) 954-4495 .. f {2l4) 9544485 • maj@ntbasport..com 5910 N. Cent/ol Expy '" Ste nIX) 00110>. fexO$ 75206 214/739-3152 • 214/750-8823 fa:( sondhu@o'sengrs,com Fl. Woflll &Xl W. 7th st 4 SUite 1729 Ft. Worth, fX 76102 8J7/332·7¢4Q • 817/332·7686 Fox Waco 'Itti' 11111 #[!II : I 215 Mory St. • Suite 301 Woco. IX 76701􀁅􀁎􀁇􀁉􀁎􀁅􀁅􀁾􀁉􀁎􀁇􀀮􀀠INC. 264-756-7040 • 254-41»7013 fexc=.... _ CONSULTING CIVIL ENGINEERS I SURVEYORS • CONSTRUCTION MANAGERS I I)acJ:::. SfDI I 00 "'A,n, P.E. 􀁾􀀧􀁩IL"" I 17311 DALLAS PKWY /SUITE 200 /DALLAS. TEXAS 􀀷􀀵􀁾􀀠• 972-25t1-:m1/FAX 912·2514774 222 WESHXCHANGE/FOflT WORTH. TEXAS 761111 817-62s.am /FAX 817-{;26-Sm 􀀴􀁡􀁬􀁴􀁢􀀺􀁬􀁴􀁬􀁀􀀳􀁩􀁲􀁭 􀁡􀁾􀀮􀁮􀁥􀀡􀀠 I Message Page I of2 Jim Pierce From: Bill Dyer [Bill.Dyer@Staubach.comJ Sent: Wednesday, January 07, 2004 6:54 PM To: Jim Pierce Subject: FW ADS Proposal This is the proposal I requested from Alan Moore at Dal-Tech for survey work which actually inCludes three different projects. tried faxing it to you but the photos are difficult to see. I am wanting to run these by you to make certain they appear to be in line with what a "seasoned engineer" such as yourself would expect and if the scope of work in your opinion is adequate. FYI, I have $12K budgeted this year for survey and title work. 1) BJtYD!!!l!yjlnd Topo Survey for Keller Springs I!fl!l!!'Jty. I asked Alan to provide a proposal that would identify all that bounded by and included within the area shown in the aerial. We need a description of a ROW for Jimmy Doolittle so a bOulJ.l1aDL of the property north of Doolittle and south of the tunnel can be defined, While the crew was there, I asked him to do the same for """the property north of the tunneL' The two hangars within the scope of work are city owned. To my knowledge, we do not have any legal deSCription for these buildings and their respective ram area. Once these,,;lre defined, then we can determine the vacanC land to the west of th han ars so 0 aXlwa an 0 and north of the tunnel. Then I got ambitious and asked Alan (Since the crew IS on site) to include the two jet hangars south of Doolittle 􀁳􀁩􀁮􀁣􀁥􀁾􀀢not have a legal description for these buildings. Cost for the described work is $6,479. We may omit the jet hangars from the scope of work to save some dollars at this time. 2) Ground"Lease T@,C,l 13A is for the Great Escape/AI Ranyak (a.k.a. Flight Line) ground lease that needs to be amended to reflect the reconfigured boundary as a result of the Airport Parkway realignment HNTB sent Mr Ranyak a CAD file of the road alignment so he can determine what portion ,if any, of the out parcel on the south side of the new road between Omniflight and his property he would like to include in the revised lease premises, Proposed cost of survey is $3,082. 3) !3roJ.!Dd"Lu.s.!tIracts 5A & 58, These are not actually ground leases, they are city owned jet hangars adjacent to the proposed fuel farm. My concem here is that we do not let the fuel farm encroach into the "lease premises" but we do not have a current legal description for these respective properties. I have on file an old survey for the Rockwall ground leases that expired years ago but nothing current. If you look at the Dal-Tech boundary survey, it only reflects the proximity of the buildings and does not reflect the ramp and parking areas or ingress/egress. Option A is for the jet hangars only, Option B was to encompass a larger logical block of land that needs to be surveyed and tied to the airport boundary survey. I think for right now, in the interest of holding costs down we table this work. Subject to your input, I recommend we: a) Proceed with #2 ASAP b) Proceed with #1 subject to Alan's estimate of savings to us for omitting the jet hangar, I suspect there will be a good cost savings to do the work while the crew is there set up and on site. c) Table #3 until either later in the year or possibly add it to the scope of the fuel farm project when the crew is on site for that project (assuming Dal-tech will do the survey work then), ----Original Message-From: Alan Moore [mallto:A1an@Dal-tech.com] Sent: Monday, December 29,2003 11:14 AM To: Bill Dyer Subject: RE: ADS Proposal Bill, Please accept my apology for the delay. I was out all of last week on vacation. Attached below is the proposal in PDF format. Let me know if you have any further questions and I'll be happy to assist you. 11812004 December 17, 2003 VIA FACSIMILE (972)-788-9334 Mr. WiHiam Dyer Addison Airport 16051 Addison Road, Suite 220 Addison, Texas 75001 RE: Boundary and Topographic Survey of Various Portions of Addison Airport Dear Mr. Dyer: DAL-TECH Engineering, In;::. is pleased to submit our fee proposal to perfurm the necessary services to prepare a Boundary and Topographic Survey oftbree separate tracts of land located on Addison Airport property in Addison, Texas. Our budget estimate for these survey items is as follows: Boundary and Topographic Survey, KeRer Springs Road Area -We will prepare a Boundary and Topographic Survey of the area surrounding Keller Springs Road as outlined in red on "Exhibit A" below. This survey will show the location of existing ground lease lines, the location of any known easement lines, the size and location of existing features on site, the location of underground utilities, the flood zone designation, and any other items required by standards related to a Category lA, Condition IT, Survey as published by the Texas Society of Professional Surveyors. Establishing the location of any new ground lease lines can be perfurmed under a separate budget DAL-TECH recommends a lump sum budget of $6,,479.00 for this Boundary and Topographic Survey based on the following man-hour costs: DESCRIPTION HOURS RATE COST 2-Man Field Party 24 $122.00 $2,928.00 Project Coordinator 4 $100.00 $ 400.00 RPLS 16 $ 84.00 $1,344.00 Survey Teclmician 24 $ 68.50 $1,644.00 Secretary/Typist 2 $ 44.00 $ 88.00 Reproduction (Lump Sum) $ 75.00 TOTAL BUDGET $ 6,479.00 F:\OJ68-Mdi50nAilport &uru:!ary &. Topo Survey$ProposalsIBill Dyer 12-17-ffi.doc lof6 Exhibit A Boundary and Topographic Survey, Ground Lease Tract 13B Area -We will prepare a Boundary and Topographic Survey of the area including Ground Lease Tract 13B and the adjacent non-leased area to the south and west as outlined in red on "Exhibit B" below. This survey will show the location of existing ground lease lines, the location of any known easement lines, the size and location of existing features on site, the location of underground utilities, the flood zone designation, and any other items required by standards related to a Category lA, Condition II, Survey as published by the Texas Society of Professional Surveyors. Establishing the locatim of any new ground lease lines can be performed under a separate budget. DAIrTECH recommends a lump sum budget of $3,082.00 for this Boundary and Topographic Survey based on the following man-hour costs: F:\0368· Addison Airport Boundary & Tope Surveym>ropesals\BiR Dyer 12·11-03.doc 20f6 DESCRIPTION HOURS RATE COST 2-Man Field Party 8 $122.00 $ 976.00 Project Coordinator 2 $100.00 $ 200.00 RPLS 8 $ 84.00 $ 672.00 Survey Technician 16 $ 68.50 $1,096.00 SecretarylTypist 2 $ 44.00 $ 88.00 Reproduction (Lump Sum) $ 50.00 TOTAL BUDGET $ 3,082.00 ExhibitB F:\0368 -Addison Airport Boundary & Topa Surveys\Proposals\Bill Dyer 12-17 -03.doc 30f6 Boundary and Topograpbic Survey, Ground Lease Tracts SA and SB Area -We will prepare a Boundary and Topographic Survey of the area including Ground Lease Tmcts 5A and 5B as outlined in red on "Exhibit C" (Option A) below with the option to additbnally survey the surrounding area as outlined in red on "Exhibit D" (Option B). This survey will show the location of existing ground lease lines, the location of any known easement lines, the size and location of existing features on site, the location of underground utilities, the flood zone designation, and any other items required by standards related to a Category lA, Condition II, Survey as published by the Texas Society of Professional Surveyors. Establishing the location of any new ground lease lines can be performed under a sepamte budget. DAIrTECH recommends a lump sum budget of $4,283.00 for the Boundary and Topographic Survey of the area as outlined in red on "Exhibit C" (Option A) based on the following man-hour costs: DESCRIPTION HOURS RATE COST 2-Man Field Party 16 $122.00 $1,952.00 Project Coordinator 4 $100.00 $ 400.00 RPLS 8 $ 84.00 $ 672.00 Survey Technician 16 $ 68.50 $1,096.00 SecretarylTypist 2 $ 44.00 $ 88.00 Reproduction (Lump Sum) $ 75.00 TOTAL BUDGET $ 4,283.00 Exhibit C (Option A) F:\036& -Addison Allport BoundaIy & Topo SurveyS>l'roposalslBill Dyer 12-17.()3.®c 40f6 DAL-TECH recommends a lump sum budget of $5,259.00 for the Boundary and Topographic Survey ofthe area as outlined in red on "Exhibit D" (Option B) based on the following man-hour costs: DESCRIPTION 2-Man Field Party Project Coordinator RPLS Survey Technician Secretary{fypist Reproduction (Lump Sum) HOURS 24 4 8 16 2 RATE $122.00 $100.00 $ 84.00 $ 68.50 $ 44.00 COST $2,928.00 $ 400.00 $ 672.00 $1,096.00 $ 88.00 $ 75.00 TOTAL BUDGET $ 5,259.00 Exhibit D (Option 8) F:\0368-AddiscnAixport Boundaly "'Topo S"",eysll'roposa],IBiB Dyer lZ-17.o3.00c 50f6 The total proposed fee for the above listed surveying services including "Option N' is $13,844.00 plus delivery costs. The total proposed fee for the above listed surveying services including "Option B" is $14,820.00 plus delivery costs. We are prepared to commence tllese surveys upon your authorization. We propose to complete each oftlle three surveys within 10 working days consecutively, or a total of 30 working days, from the date of your notice to proceed. If you are in agreement witl! tlle above fee proposal, please sign in tlle space provided below to include "Option A" or "Option B" and return tllis acknowledgement to our office. This will serve as our authorization to proceed Sincerely, DAL-TECH Engineering, Inc. Alan Moore, R.P.L.S. RAM "Option A" William Dyer Signature "Option B" WiUiamDyer Signature Dste F:\{)368 -Addison Aitpott Boundary & Top" SurveySProposalslBill Dyer 12-17-03.<100 60f6