" Ii 􀀨􀁌􀀻􀁾􀀠􀀴􀁡􀀨􀀬􀁥􀀧􀁦􀀨􀀩􀁾􀀠 ii ;;," :: (j'J ' "I: ,I .: ' I, :",i '_-,! , ! 􀁾􀀠
DWU Response Cover Letter To Whom It May Concern: As a result of a meeting on February 4, 2003 with those in attendance 􀁢􀁥􀁩􀁮􀁾􀀠Ted Benavides/Dallas City Manager, Ramon Miguez/Dallas
Assistant City Manager, Robert Johnson/Interim Director DWU, Randy 􀁓􀁴􀁡􀁬􀁮􀁡􀁾􀁥􀁲􀀯􀁗􀁨􀁯􀁬􀁥􀁳􀁡􀁬􀁥􀀠Services Manager, Ron Whitehead/Addison City Manager and 􀁍􀁩􀁾􀁥􀀠Murphy/Addison
Director of Public 􀁗􀁯􀁲􀁾􀁳􀀬􀀠the Town of Addison has prepared the following documents and responses that were requested: ./Signed and Sealed letters from HNTB and URS describing
their efforts with respect to the 60-inch water main• ./Documentation of our survey regarding location and alignment of the 60-inch main line and location of thrust 􀁢􀁬􀁯􀁣􀁾􀁩􀁮􀁧􀀮􀀠(In
field locations, engineered plans, as-built drawings) ./Hold Harmless agreements (wording prepared by City of Dallas and Town of Addison Attorneys) . ./Proposed compromise regardi I
ge height clearance ... tl\o,.) removable 􀁳􀁩􀁤􀁥􀁷􀁡􀁬􀁾􀀠se . st1fl1d@smversations with DWU Assistant Director· Clicated a required 25-foot IlliI Iii IIQI i1 overhead clearance was
all that was needed for maintenance and repair of a 60-inch water main. Because of safety concerns of stranded vehicles on roadway we feel that it is imperative to maintain a pedestrian
􀁷􀁡􀁬􀁾􀁷􀁡􀁹􀀠on the bridge 􀁤􀁥􀁣􀁾􀀮􀀠Therefore, the Town of Addison is proposing to raise the bridge 􀁤􀁥􀁣􀁾􀀠to twenty-five feet over the Midway crossing with easily removable
􀁳􀁩􀁤􀁥􀁷􀁡􀁬􀁾􀀠􀁰􀁬􀁡􀁮􀁾􀁳• ./Since one of the concerns of a water main failure is "disposal" of the resulting water, our engineers will design 
special inlets that will drain this water into the new drainage box culvert that will be provided as part of this project. Therefore, plan revisions will be made indicating the inclusion
of drainage inlets along elevated roadway sections to minimize flooding in case of line leaR or breaR • ./To address the corrosion issue, Public WorRs staff has contacted Mr. Sam Arnaout,
Director of engineering, Hanson Concrete Products Company and Earl KirRpatricR, President of EIR Engineering (a corrosion engineering firm) about the subject of the new roadway affection
corrosion of the 60-inch pipeline. Both gentlemen were of the opinion that the new roadway would have no affect on corrosion of the SCRC pipeline. 
DWU Response Cover Letter To Whom It May Concern: As a result of a meeting on February 4, 2003 with those in attendance being Ted Benavides/Dallas CityManager, Ramon Miguez/Dallas Assistant
City Manager, Robert Johnsonllnterim Director DWU, Ron Whitehead/Addison'aty Manager and-MiRe Murphy/Addison Dired:orolPublicWorm, the Town of-Addison has-prepared the following-dccumenbandrespornest
hat were 􀁾􀀺􀀠
50 YEARS OF FUN I PUBLIC WORKS DEPARTMENT (972) 450·2871 FAX (972)450·2837 ------------------------.. 1® Post Office 80x 9010 Addison, Texas 75001-9010 16801 Westgron 17 August 2004
Mr. Marco Ramirez DWU Relocations Water Utilities Department Engineering Services-Relocations 2121 Main Street, #400 Dallas, TX 75201 RE: Arapaho Road Phase III VIA FAX to 214-243-1110
Breakdown ofDWU Portion of Construction Cost Dear Mr. Ramirez: Per the attached bidder's proposal form submitted by Archer Western, the selected contractor on the above referenced project,
the construction cost for the DWU water line valve and relocation is as follows: Bid Item 263 -60" RCCP water lowering including but not limited to all thrust blocking, fittings and
appurtenances (per DWU standards) -$113,119.20 ($1,413.99 per linear foot) Bid Item 270 -60" Butterfly Valve and Appurtenances, per plans -$18,309.88 (lump sum) DWU is responsible for
the cost of Bid Item 270, $18,309.88, and any other costs as covered in the ILA agreement between the Town ofAddison and the City ofDallas. All other construction costs shall be the
responsibility ofthe Town ofAddison. Sincerely, 􀁾􀁻􀀮􀁾􀁹􀀭Mike Murphy, P.E. Director ofPublic Works Attachment: Archer Western Bid Sheet cc: Peter Fitzwilliams, DWU Program Manager

2/,/_ (;7/􀁟􀀠􀁯􀁾􀁲􀀭􀁹􀀮􀁾􀀻􀀷􀀧􀁬􀀭􀁺􀀮􀀠liz ..-7 􀁾􀀠"-0 To: Marco Ramirez, DWU Relocations -2 I Cc: Peter Fitzwilliams, DWU Program Manager _ From: ?, Town ofAddison Re: Arapaho
Road Phase 3 Breakdown ofDWU Portion of Construction Cost Per the attached bidder's proposal form submitted by Archer Western, the selected contractor on the above referenced project,
the construction cost for the DWU water line valve and relocation are as follows: Bid Item 263 -60" RCCP water lowering including but not limited to all thrust blocking, fittings, and
appurtenances (per DWU standards) -$113,119.20 ($1,413.99 per linear foot) Bid Item 270 -60" Butterfly Valve and Appurtenances, per plans -$18,309.88 (lump sum) DWU is responsible for
the cost of Bid Item 270, $18,309.88 and any other costs as covered in the ILA agreement between the Town of Addison and the City of Dallas. All other construction costs shall be the
responsibility of the Town of Addison. 
HP LaserJet 3200se HP lASERJET 3200 AUG-17-2004 2:45PM Fax Call Report Job Date 584 8/17/2004 Time 2:42:16PM Type Send Identificjltion 92142431110 TOWN OF !l.DD1SON PUBLIC WORKS • To'
􀁾;:;'4i!L¢115 From, .... ::::z:::=.A.) ,.Company: FAX>, Utf2¢3/I/O Da'" l'-/Z-IJ{ . No, ofPltsel{il1cludlng COII't): iii.... Duration 2:49 Mlch.-LE, Murphy:?,E, Dlrtctorof Public Works
Office, 9121450·lU3.7a Fax: 9721450.2,831 16801 Weatgrow P .0, BOl{ 9010 􀁁􀁤􀁤􀁾􀁮􀀬􀀠TX 75001.'9311) invent Pages Result 3 OK 
HP LaserJet 3200se HP LASERJET 3200 AUG-17-2004 2:48PM Fax Call Report Job Date Time Type Identification 585 8/17/2004 2:46:19PM Send 99728642334 TOWN OF ADDISON 'rom:􀁐􀀻􀁗􀀻􀁾To: ./Company:
􀁇􀁾􀁢......... FAX":' q-f(r'/-Z,f5ff . 0...: ?-IZ-at£ No. of Pa::OMIUding 􀀧􀁃􀁏􀁶􀁮􀀺􀁽􀁾􀀠Duration 2:15 Mlc!tJa! E. Murphy, p,e. DIrector at Pubtlc: Works Office: 􀀹􀀷􀀲􀁦􀀴􀀵􀀰􀁾􀀲􀀸􀀱􀁓􀀠Fa!(:
'972f4SM!837 16801 Wntgrove p.o. Box 9010 Addlson, TX 75001-9010 invent Pages Result 3 OK 
HP LaserJet 3200S8 HP LASERJET 3200 AUG-17-2004 2:54PM Fax Call Report Job Date Time Type Identification 586 8117{2004 2:52:23PM Send 92142431110 TOWN OF ADDISON PUSLICWO 􀁔􀁏􀀺􀁾􀀠From:
Company: kC-.,.../FAX': 2£<I'Z'I.f5 /110 D...􀀺􀀱􀁾􀁻􀀷􀁾􀁤􀁴􀀯􀀠No. of Pagastlncludlng cover}: 􀁾􀀠Duration 2:08 MIchael e. Murphy. p.E. Oll'Ktot of Pl.lblic Works 0fflC6: 91.v450-2878
Fax: 9121451)02831 16801 Wettgrova p,o. Sox 9010 Addition, TX 75001-9010 invent Pages Result 3 OK 
p.2 dallas water utilitiesJun 30 04 03:55p CffV OF DAllAS June 30, 2004 Mr, James Pierce, Jr" P,E, Town ofAddison 16801 We,tgrave Dr. p,O, Box 9010 Addison, Texas 75001-9010 Re: 60-inch
waler main lowering design issues Arapaho Road Extension from Sarveyor to Addison Road DWU Contract No, 03·167F Dear Mr. 􀁐􀁩􀁥􀁴􀁣􀁥􀁾􀀠This letted. in response 10 an e-mail received
June 23, 2004 from Bruce Gnmtham of Grantham and Associates and a r""ed copy of the proposed 6{}-inch DWU water main lowering plans on June 25, 2004, DWU has the foDowing comments: •
Do not design for preSSUl:e testing aEJrinst the 6{)·inch butterfly valve, • Please verify thet the blocking necessary fur external test plugs will not interfere with tying inlO the
existing pipe, • Please verify thet the proposed 60·iw;h valve with manhole does not interlere with the existing 48-ineb valve with manhole, • Flanged outlets for access shall be 30·inches
internal diameter. • Ioternal test plugs should be used for the pressure Ies!' • The blow-off is for emergency draining of the pipe and should he located at a low point. The blow·off
will be located on the by-pass for the butterlly valve. • Air release valve. may be necessary to vont any air trapped al any high points created by the proposed lowering. Please incorporate
these conunents into the design and send fInal design plans to DWU for review when available. Ifyou have should have any questions or require any additional information please feel free
to call at (214) 671-9527. Sincerely, 􀁾􀁾􀀭Erick Steitle 􀁾􀁯􀀬􀁦􀀧􀀢􀀠Relocation Section, Interim Manager DaDas Water Utilities co: Karum Gurry, P .E., Grantham & Associates Jennifer
Nicewander, P .E.• HNTB Peter FilZWiliiarns, P.E. Manager, DWU Engineering Services Larry Scalf, City ofDallas Attorney's Office Rick Galceran, Manager DWU Distribution Randy Stalnaker,
Manager DWU Wholesale Services Water Utilities Department Engineering Servk:e5<Relocalions' 2121 Main Street; SIC. 400 . Dallas, Texas 75201 ·2141671¥9523 . Fux214!24J..1110 
Jun 30 04 03:55p dallas water utilities p. 1 FAX TRANSMISSION DATE: 6· "30' 01' TO: Ja.-,.,. Pie",",,-P. {; COMPANY: 􀀧􀀷􀁾􀀠..J 􀁁􀁊􀁤􀀮􀀮􀁾􀀠 FAX NO.: 9=12: ,(SQ.?:??,+-PACES: 2..
INCLUDING COVER SHEET FROM: RAYI1.!.fl<':<Il:> 􀁪􀀨􀀼􀁅􀁥􀁾􀁴􀀾􀀼􀁜􀀠ENGINEERI!,;G SERVICES -DALLAS WATER UTILITIES 2121 MAIN STREET, SUITE 400 DALLAS, TEXAS 75201 FAX (214) 243·1110
PHONE: (214) 6:f1-953 ( MESSAGE: Aifo.d.....L rs A 􀀨􀀢􀀧􀀱􀁾􀀱􀀠YFM'J!w 1...fIer 􀀼􀀧􀀧􀀧􀀧􀀢􀀧􀀧􀀧􀁾􀀠& 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀁾􀀠
URS March 12,2003 Mr. Michael E. Murphy, P.E. Director ofPublic Works 16801 Westgrove Drive Addison, TX 75001-9010 Re: Arapabo Road Bridge at Midway Road Revised Bridge Exhibits for
DWU Dear Mr. Murphy: Please fllld enclosed the Exhibits for the Arapaho Road Bridge to be used in your meeting with DWU. We have updated and revised these exhibits as directed in the
meeting on March 7, 2003 at HNTB's offices and per further direction from Jim Pierce and Luke Jalbert during a briefmeeting on March 12,2003 at the Addison Service Center. Sincerely,
URS Corporation CliffR.. Hall, P.E. Project Manager URS Corporation Graystone Centre 3010 lBJ Freeway, Suite 1300 Dalias, TX 75234 Te': 972,406,6950 Fax: 972.406,6951 
----5 t-t= Tx Section, !\SCE Corpus Christie TVV\ L bR...-r Ic.. Tx Public Works Assn -San Antonio P..works Meeting March 3, 2003 1. Re-grooving Ben tine Road Status a. Grooving is complete
b. Joint and crack sealing complete c. Waiting for good weather to finish markings 2. Arapaho Road Phase III status a. DWIJ status b. ROW acquisition c. Bridge Design (on hold) . . 3.
Addison Road update 4. Brookhaven Club Sanitary Sewer a. Current status 5. Landmark South Quorum RXR crossing 6. Bicycle and Pedestrian Issues a. Need for Master Plan b. Assignment of
Responsibilities 7. A+8 Poster Presentations a. b. 8. Other 􀁾􀁟􀀠_ I\. \ I 􀁾􀀠a. Street parking letter (review) '::=;-Il='-r\\' \..􀀺􀁥􀀨􀁜􀁾􀀭J b. ONCOR 􀁭􀁥􀁥􀁴􀁩􀁮􀁧􀁾􀀮􀀮􀀮􀀬􀀮􀀮___
c. Lighting . '5-_ S --= 
(972) 450-2871 FAX (972) 450-2837PUBLIC WORKS DEPARTMENT ® Post Office Bax 9010 Addison, Tens 7S001-9010 16801 Westgrove January 30, 2003 Dallas City Hall 1500 Marilla Street Room 4A
North ATrN: Randy Stalnaker Dallas Water Utilities /Wholesale Manager Re: Arapaho Road Extension /Addison, Texas Dear Randy, Please find attached the following information you requested:
1. Documentation ofthe Right of Way the Addi$on has acquired showing that Addison has the right to use the property for the purpose ofthe project. 2. A set ofplans ofthe project. I have
also included a copy ofa letter that MASTEC emailed to me, restating their ability to repair the water main during a worst-case scenario. I appreciate your prompt response and would
like to reiterate our willingness to work with DWU towards mutually acceptable solution regarding this project. Please contact me with any question. Sincerely, 􀀴􀁐􀂣􀁲􀀮􀁾􀁲􀁪􀀭Michael
E. Murphy, PE Director ofPublic Works /Addison 
Archer Western Contractors 
Michael!uphy From: Mithael Murphy Sent: Wednesday, January 15, 2003 fm4:T AM To: 'rsIalnak®dwu.ci.daIIas:tx.us' Subject: Arapaho Road in·Addison -OW\J:6Q inm wateJ;: main Randy, I can
only imagine how busy you and your. staff must be with all ofthe receTlt"departures:in·lheWaterDepartment. I am veryconcemedover a recent change'in oourseas It relates:lo the extension
of Arapaho'Roadin Addison; As you know, we have: been worlUngwith DWU since 199Qnn construction otArapaho Road in Addison and fhepmtedlon of a 60 inch DWU water main. The Town has spent
literally: millions of dollars on this extension; some of whichwas used 10 purchase ROW from DWU behind the BeltWay Pump station and::reservoir, so.DWU should:bEtinlimatelyfamiliar with
the alignment and extenSion. With the assuranees from the DWU staff, we nave· moved forwam with· ROW: acquisition, roadWay alignment and bridge design with a final decision of whether
􀁾􀁦􀁯􀁯􀀱􀁩􀁮􀁧􀁳oflhe bridge-were·lo be 3" feet or 5 feeiaway from the-water main as the only pending.ooncem. You can only imagine-my disbelief wflenone-ofmy·engineersinfOrmed me thatDWU
is now requestilill that we relocate our bridge or pay to reIooatethe 60 inch wat:er·marn; both of wflieh are unacceptable and completely COntradidDry 10 any disrussion we have had oveF
the past 4' years, I have been una/:l1e 10 get explanations of anY kind regartling the sudden change after several years and several meetings and conversations. Obviously the TOWTI is:
very concerned about lhe·implications·of.thisdecisiQn: However, lam confident lhat our elillineerilill staff 􀁡􀁮􀁤􀀧􀁄􀁷􀁴􀁊􀁾􀁳􀀠staff can gettogether. orrasoluliolJ fhalwilt. insure
the protection and maintenance concerns regamilill bridge construction and location asthey. relate.to the 60 inch water main. Any help or direction:YOIl can provide would. bEt grea\ly:.appreciated.
Mik&. Michael E. Murphy, PE Director of Public Works (972) 450-2878 Work (214) 215-5280 Mobile (972) 450-2837 Fax E-Mail: mmutphy@cia.ddisan.tx.us 1 
, -ARAPAHO ROAD PROJECT PHASE II Status Report 119/03 Parcel Document Status • 4JIIffA. 􀁾􀁩􀁩􀁩􀁩􀁩􀁬􀁊􀁾􀁃􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀀠of Sale 1 -Metro Brick Company In Litigation Y 2 -Joe's Garage
(Kim Forsythe) Condemnation case filed 1113/03 Commissioners not yet appointed /and hearing date not yet requested because negotiations ongoing 3 -Union Pacific Already Obtained 1" 􀁾􀀠4
City ofDallas Temp Const Ease Approved awaiting documents 􀁾􀀠􀁾􀁟􀁁􀁦􀀠5 Heritage Inn • .. All documents executed. Closing Right-of-Way Deed 􀀲􀁴􀀻􀀻􀀬􀁾􀀠on hold to 􀁰􀁲􀁾􀁡􀁲􀁾􀀠new
survey and 􀁾􀀠Temp Const Ease property descnption 6 Mote16 t31cO Condemnation case filed 112 1/03 t 􀁾􀁾􀀠Commissioners Hearing 3/19/03􀁾􀀠7 -Charter Furniture Contract ofSale All documents
forwarded to owner Easement Agreement Partial lien release delivered 3 Owner to forward release to bank, sign both agreements and deliver to City Manager 8-Crouch Condemnation petition
prepared an! ;)So.. to be filed wI goal 00/5/03 for Commissioners hearing c::::9 Intervest 􀁾􀁾􀀠Transaction complete, property 􀁾􀀠acquired 10 4125 Centurion Way Condemnation petition
prepareaa Direction given to file case 􀁾􀀠 Arapaho Rd Project Phase III Status Report -Page 1 !)oI;ument II: 1040954 
11 BulloughlLykos Amended petition filed 1113/03 􀁾􀀠12 & 13 -Public Storage (WatsonITaylor) Contract of Sale .-. • 'f. .. Commissioners hearing 3/18/03 Owners atty has had agreement
for approx two weeks. They plan to go forward w/transaction, but in processing ofmaking all partners aware first .,. 􀁾􀀠 􀁾􀀠 Arapaho Rd Project Phase III Status Report -Page 2 DocumenllJ:
1040954 
450-1871 FAX (971) 450-2837 75001-9010 16801 Westgrovc 10 January 2002 City of Dallas City Secretary 1500 Marilla Dallas, TX 75201 Via Fax 214-670-5029 SUBJECT: AGENDA ITEM 34, II DECEMBER
2002, COUNCIL MEETING Dear City Secretary: Re your December 11,2002, City Council Meeting, Agenda Item 34, "Authorize the conveyance of a street easement-.. " Could you please fax or
send to me a copy of the Resolution, Item Description and any visuals for this Item. Thank you for your assistance, .... 􀀴􀁾􀁦􀀮􀁾􀁾􀀠Michael E. Murphy, P.E. Director of Public Works
MEM:sef 
Engineers, Inc. Febl1llllY 12, 1999 Mr. Jim Milstead, P.E. City ofDallas Water Utilities Department 320 East Jefferson, Room 218 Dallas, Texas 75203 Re: Proposed Arapaho Road Extension
Adjacent to DWU 60-inch Water Line Dear Mr. Milstead: The Town ofAddison is in the planning stages for the extension ofArapaho Road from Addison Road west to Marsh Lane. Traffic congestion
on the major thoroughfares in this part ofAddison, particularly Belt Line Road, is the driving force behind the proposed extension. For the past year, a team ofconsultants lead by HNTB
Corporation has worked with the Town of Addison's engineering staffto evaluate alignment alternatives in the design corridor. At the east end ofthe project, the alignment is fixed by
an extension ofArapaho Road which is presently under construction from just west ofthe North Dallas Tollway to Addison Road. At the west end ofthe project, the alignment is fixed by
the current intersection ofRea1ty Road with Marsh Lane. The design team is preparing to present the Technically Preferred Alignment shown on the attached exhibit to the City Council
in the near future. For most ofthe Technically Preferred Alignment, the roadway roughly para11els the Dallas Area Rapid Transit (DART) owned railroad on the north side. Along with providing
a general notification regarding this proposed project, the purpose ofthis letter is to begin a coordination effort related to the section ofroadway from just east of Midway Road to
just east ofSurveyor Boulevard. Through this section, the Technically Preferred Alignment is adjacent to a 6O-inch DWU R.C. water main on the north side. As-built plans for this water
main show it to be 7.5 feet offthe DART right-of-way in a 30-foot wide easement. The narrowest corridor for the proposed roadway is adjacent to the Charter Furuiture and MNBA buildings
on the west side ofMidway Road. There is less than 90 feet between the face ofthese buildings and the DART right-of-way. It is currently proposed to elevate Arapaho Road over Midway
Road. This elevated section is likely to be extended past the two aforementioned buildings. The desired separation from the roadway structure to the face ofthese buildings is 10 feet.
It is anticipated that the roadway 1919 S. Shiloh RO'l(,f. SUlle 5;\0, I"B. 27. Glirland. TeXlli< 7')042 Tel (972) 840-1916 Fax (972) 840-2156 
Mr. Jim Milstead February 12, 1999 Page 2 structure, including the 46-foot wide pavement section, would be approximately 60 feet wide, although a final structure width is still under
review. This would leave approximately 20 fuet from the north side of the structure, where the water main is located, to the DART right-of-way. The attached roadway cross sections are
located next to Charter Furniture (Exhibit A) and just east ofMidway Road (Exhibit B). The Town of Addison requests your consideration ofthe use ofthe 10 to 15 feet ofthe existing 30-foot
water main easement for the purpose ofconstructing and maintaining the proposed roadway. We would appreciate the opportunity to meet with your staff to discuss this request in more detail.
Please contact me ifyou need any additional information. Sincerely, /JAL􀀡􀁊􀀯􀁾􀀯􀀠Bruce R. Grantham, P.E. Assistant Project Manager cc: John Baumgartner, Town of Addison Jim Pierce,
Town of Addison Dan Becker, HNTB BG/gg 􀁃􀀺􀁜􀁗􀁐􀁄􀁏􀁃􀁓􀁜􀁐􀁒􀁏􀁊􀁅􀁃􀁔􀁓􀁜􀁁􀁄􀁄􀀡􀁓􀁏􀁎􀁜􀀹􀀹􀀸􀁾􀀰􀀹􀀴􀁜􀁭􀁩􀁬􀀵􀁴􀁥􀁡􀁤􀀬􀁬􀁴􀁲􀀠
Arapaho Road Extension Phase III 􀁒􀁩􀁾􀁨􀁴􀀠of Way acquisition status 􀁲􀁾􀁯􀁲􀁴􀀠Parcel Name and Number Status Negotiating Going to court have contract sold/settled $$$$$$$$ Metro
Brick Parcel #1 X $95,150 Joe's Auto Body Parcel #2 X $173,202 Union Pacific Railwav Company Parcel #3 X $1,204,217 The City of Dallas Parcel #4 X $13,018 Heritage I nn Parcel #5 X $140,700
Motel 6 Parcel #6 X $413,244 Charter Furniture Parcel #7 X $166,466 Gary Crouch/MBNA Parcel #8 X $62,381 Inlerves! Parcel #9 X $112,000 Harbour Group Parcel #10 -.X $29,768 Dale Buliough/Metrocrest
1 Parcel #11 X $29,357 Public Storage of Dallas, Ltd. Parcel #12 X $1,583,210 Public Storage of Dallas, Ltd. Parcel #13 X $4,022,713 -"New owner is willing to negoiate. 
Engineers, Inc. February 12, 1999 Mr. Jim Milstead, P.E. City ofDallas Water Utilities Department 320 East Jefferson, Room 218 Dallas, Texas 75203 Re: Proposed Arapaho Road Extension
Adjacent to DWU 60-inch Water Line Dear Mr. Milstead: The Town ofAddison is in the planning stages for the extension ofArapaho Road from Addison Road west to Marsh Lane. Traffic congestion
on the major thoroughfares in this part ofAddison, particularly Belt Line Road, is the driving force behind the proposed extension. For the past year, a team of consultants lead by HNTB
Corporation has worked with the Town of Addison's engineering staff to evaluate alignment alternatives in the design corridor. At the east end ofthe project, the alignment is fixed by
an extension ofArapaho Road which is presently lll1der construction from just west ofthe North Dallas Tollway to Addison Road. At the west end ofthe project, the alignment is fixed by
the current intersection ofRealty Road with Marsh Lane. The design team is preparing to present the Technically Preferred Alignment shown on the attached exhibit to the City COlll1cil
in the near future. For most ofthe Technically Preferred Alignment, the roadway roughly parallels the Dallas Area Rapid Transit (DART) owned railroad on the north side. Along with providing
a general notification regarding this proposed project, the purpose ofthis letter is to begin a coordination effort related to the section ofroadway fromjust east ofMidway Road to just
east ofSurveyor Boulevard. Through this section, the Technically Preferred Alignment is adjacent to a 60-inch DWU R.C. water main on the north side. As-built plans for this water main
show it to be 7.5 feet off the DART right-of-way in a 30-foot wide easement. The narrowest corridor for the proposed roadway is adjacent to the Charter Furniture and MNBA buildings on
the west side ofMidway Road. There is less than 90 feet between the face ofthese buildings and the DART right-of-way. It is currently proposed to elevate Arapaho Road over Midway Road.
This elevated section is likely to be extended past the two aforementioned buildings. The desired separation from the roadway structure to the face ofthese buildings is 10 feet. It is
anticipated that the roadway 1919 s. Shiloh RO:lU, Suitt: .,:\0, LB. 27. Garland. Tt"xas 7S042 Tel (972) H4{)·1916 Fax (972) H4()'21 S6 
," . Mr. Jim Milstead February 12, 1999 Page 2 structure, including the 46-foot wide pavement section, would be approximately 60 feet wide, although a final structure width is still
under review. This would leave approximately 20 feet from the north side ofthe structure, where the water main is located, to the DART right-of-way. The attached roadway cross sections
are located next to Charter Furniture (Exhibit A) and just east of Midway Road (Exhibit B). The Town ofAddison requests your consideration ofthe use ofthe 10 to 15 feet ofthe existing
30-foot water main easement for the purpose ofconstructing and maintaining the proposed roadway. We would appreciate the opportunity to meet with your staff to discuss this request in
more detail. Please contact me ifyou need any additional information. Sincerely, Bruce R. Grantham, P.E. Assistant Project Manager cc: John Baumgartner, Town ofAddison Jim Pierce, Town
ofAddison Dan Becker, HNTB BG/gg C;\WPDOCS\PROJECTS\ADOIS0N\93-094\mitslead.ltr 
-----------630 ....... 625 -_ 􀁾􀀧􀁦􀁴..... ,....... (....., -MBNABANK BUILDING 1 : " 60 65 ... '" -.'" ) /......... -610 􀁾􀁟􀀠----J. ----_ L.􀁾􀀠• ------1-1-'􀀶􀀰􀀵􀁾􀀠􀁾􀀭􀀭􀁔􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀴􀀭􀀭􀀭􀀬􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀫􀀠t: /" 600 :. I I ",," nAif A'" w£,..1> ImllTl'-'" • • • 􀁶􀀮􀀺􀀽􀀽􀁾􀀠... I , i " lRANSMlliSlON 􀁾􀀠iJ ! 20-65 -60 -40
􀁾-20 􀀵􀀲􀁾􀀵􀀰􀀠630 625 620 615 I . 610 -605 600, " EXHIBIT 'A' 
moving the thrust block in so that it was not over the 60" pipe and not straddling it Cliff presented two options for the thrust block locations. The first was to move the arch inside
of the sidewalk and obtain the 3-foot clearance desired by DWU. The second was to straddle the 60" pipe with d.rilled shafts. DWU did not like the second option but were alright with
the first one. DWU stated they saw they had 2 options a Not move the pipe at all and leave it where it is a Replace the 60" w /an 84" prior to the construction of the road/bridge. HTNB
to do the design in conjunction w./the bridge. Cost approx 1.5 million could get out of the emergency fund if needed. JDH asked 2 questions a Could the line be constructed before the
road was built? -DWU response was that if HNTB could design it in the next three months then the construction time wouldn't be a problem. a Did DWU have the money to have it designed
and built. DWU's response was that the money could be taken from an emergency fund if necessary. I quick quick estimate was that it would cost approximately 1.5 million and that was
doable. 01/09/03 -meetingw/Town (Luke Jalbert), HNTB (Jerry Holder), URS (Cliff Hall), and DWU (Erlin Holey, Erick Stiede, and Tonia Lichtenberg). DWU presented the only 2 "acceptable"
alternatives they would offer. a Move the road south to get out of the 30-foot easement • DWU was told that this would involve buying additional ROWand demolishing existing building
and it was an unacceptable alternative. a Relocate the 60" to another location. DWU to pay for engineering. Addison to pay for construction. Two locations discussed: • In front of Charter
Furniture • A completely new and unknown location. HNTB pointed out there would be 20 feet between the north easement line and the roadway. DWU stated this was not enough room to work
on the pipeline. It was pointed out to them that they only had a 15 foot easement on the east side of Midway. 01115103 Email from Mike Murphy to Randy Stalnaker expressing concern with
change of course. 01117/03 -Meeting with Mastec to discuss Maintenance problems in regards to the bridge They assured us that in the worst case scenario they would be able to repair
a leak in 12 hours. 1121103 Meeting w /Town (Luke Jalbert, Mike Murphy, Steve Chutchian, Jim Pierce), HNTB (Jerry Holder), URS (Cliff Hall), and DWU (Erlin Holey, Erick Stiede, and Randy
Stalnaker) The Town presented there ideas to protect the bridge, and allow DWU to maintain there line. 
, . ;:. 
-.... The HHTB Companies Meeting Notes Date 4. tZ·qc, PageJ..Of_ 􀁾􀁥􀁥􀁳􀀺􀁎􀁯􀁾􀁾􀀠􀁾􀀠Subject fe( 􀁾􀀩􀀠t1Yl 1--:--Action Items: 
April 22, 1999 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, Jr., P.E., DEE Assistant City Engineer ARAPAHO ROAD AUGNMENT REPORT
Dear Mr. Pierce: The following issues were discussed, regarding this project, with city staff, HNTB Corporation, " GBW, and several property owners on March 15, 1999, at Addison Town
Center. Mr. Ron Whitehead, City Manager, requested that the team of consultants provide a brief report upon completion of an analysis of suggested alternatives discussed during the meeting.
Listed below is a brief summary of the suggestions and concerns discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion made by the property owners present
at the meeting was to further study the Lindberg Drive alignment on the north side of the Dallas Area Rapid Transit (DAR'!) owned railroad as the preferred location due to the dense
industrial development present along this corridor. Lindberg Drive is primarily a two-lane roadway between Addison Road and Midway Road that terminates just west of Midway Road. , )
The project team identified several issues with the Lindberg Drive alignment. One concern is the number of at-grade skewed crossings required with the DART railroad. Typically, railroad
crossings are required to intersect the tracks at a 9O-degree angle whenever possible for safety purposes. Even slightly skewed crossings of a main track are not desirable or typically
approved by the Railroad, .The DART railroad is currently a highly utilized freight train track, between Kelly Boulevard and the Galleria retail shopping area, serving many commercial
businesses in Carrollton, Farmers Branch, Addison, and Dallas. Should the existing Lindberg Drive right-ofway be utilized as the extension of Arapaho Road, two significantly skewed at-grade
crossings of the main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently, Lindberg Drive is restricted from through trucks due
to the height of the planes landing and departing from Addison Airport. The expansion of Lindberg Drive to four lanes could further decrease the available runway length. FAA approval
could be required due to the impact to 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 Addison Airport. Also, a steepgrade would be required on the Arapaho Road extension in order to match the at-grade intersection at Addison Road. Prior to preparing plans for the Arapaho Road extension from the Dallas
North Tollway (DNT) to Addison Road, the Town of Addison evaluated the Lindberg Drive alignment and selected a general corridor south of the railroad tracks. Consequently, right-of-way
has already been acquired from several property owners south of the railroad. Changing the alignment to the north of the railroad would increase the project costs. Overpass at Midway
Road The height and location of the bridge structure in relation to the existing businesses was also discussed during the meeting. Several concerns expressed by the property owners included
the horizontal location of the bridge structure in relation to Charter Furniture and MBNA. The current alignment places the edge of the bridge deck: a minimum of 10 feet from the buildings.
Upon reviewing various other horizontal alignments with city staff after the meeting, the original alignment was still determined to be the desired horizontal alignment in relation to
the buildings, due to the location of the Dallas Water Utilities (DWU) 60-inch water main. Moving the structure closer to the water main raises access concerns should DWU need to access
their water main for maintenance or repair. City staff will meet with DWU to determine if the recommended location of the structure is acceptable, or other alignments could be considered
that would further infringe on the DWU easement. Although final approval has yet to be received from D WU for the technically preferred alignment, the response to date has been positive.
Upon review of the vertical alignment of the proposed bridge near the MBNA and Charter Furniture buildings, it is anticipated that the height of the overpass structure will be lower
than the existing buildings. The existing buildings are estimated to be a minimum of 5 to 15 feet higher than the bridge roadway surface elevation. Exhibits are attached for your clarification.
Another concern expressed by the property owners was the loss of property rights, should the buildings be destroyed due to hail or other catastrophic means. City staff and consultants
concurred upon conclusion of the meeting that the City is able to allow the property owners to rebuild to the existing building set backs and not be considered "non-conforming". Additional
alignments recommended for further study by the property owners included constructing the bridge structure over the DWU water line. This alignment increases concern related to DWU access
to the 60-inch water main along with the increased cost. It was determined not to be acceptable by DWU due to inability of maintenance and expansion of a major viaduct type structure.

Town of Addison -3 -Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 Midway At-Grade Intersection The property owners present at the meeting also requested the city staff
examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it south to a new at-grade intersection at Arapaho Road in lieu of constructing
an overpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the traffic signal at Lindberg Drive would still be required due to
the volume of traffic and safety concerns. Spanning the DART Aligmnent One option also discussed at the meeting was the potential to relocate Arapaho Road onto the . existing DART right-of-way,
either with a bridge structure or an at-grade roadway within the existing 100-foot railroad right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials. Upon further
consideration, it was determined this option was not feasible. This was primarily due to federal guidelines regarding vertical clearance for electrification facilities, and the required
horizontal clearance width to allow DART to maintain the existing freight traffic in the corridor and to allow for expansion of the service to include passenger rail in the future. Overpass
VS. Underpass The pros and cons of the underpass versus overpass were further reviewed to determine if the technically preferred alternative should remain the same. The overpass alternative
provides improved mobility, minimum disruption of traffic during construction, less restrictive impact on DWU water line, and provides more convenient location for enclosure of the major
drainage ditch to remain on the south side of the railroad. The negative aspects of an overpass include: less aesthetically pleasing to adjacent property owners; potential noise concerns;
wall construction will be partially on DWU easement, above and 7.5 feet from water line; and restriction of the DWU easement width. The underpass alternative provides improved mobility,
minimizes noise impact, and eliminates most of the visual impacts. The negative aspects of the underpass include: the reduction of Midway Road traffic to two lanes; construction costs
will be increased approximately $1,500,000; a major drainage structure will be required to be constructed on the north side of the railroad to prevent flooding of depressed roadway;
deep excavation for wall construction adjacent to DWU 60" water line is required; major utility relocations in Midway Road which would require temporary closure ofthe railroad; and restriction
of the DWU easement width. The Cottonbelt Railroad, owned by DART, is currently being considered as a future passenger rail line. Should this occur in the future, the intersection of
Midway Road and the railroad is anticipated to be grade separated with an overpass due to the volume of traffic on Midway Road and safety of the motoring pUblic. This further confirms
the recommendation for an 
Town of Addison -4-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 overpass versus underpass. Upon completion of additional review of the underpass and overpass alternatives,
the technically preferred alternative remained the same as previously recommended in the technical report. Summary Upon completion of the analysis of the various issues from the city
staff, property owners and other interested parties; the consulting team continues to recommend the "technically preferred aligmnent" (TPA) discussed in the technical report. This alignment
is shown in the map pocket of the technical report as Option 5. We hope this technical memo resolves the majority of the questions raised at the meeting with the property owners. If
you desire any furure action regarding this specific issue or have any questions, please feel free to contact us. Very truly yours, '. HNTB CORPORATION Cissy Sylo, P.E. CES/lnb Enclosures

April 8, 1999 Town ofAddison 1680 I Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, , Jr., P.E., DEE Assistant City Engineer ARAPAHO ROAD ALIGNMENT REPORT
Dear Mr. Pierce: The following issues were discussed regarding this project with city staff, HNTB Corporation, GBW, and several property owners on March 15, 1999, at Addison Town Center.
Mr. Ron Whitehead, City Manager, requested the team of consultants provide a brief report upon completion of analysis of suggested altematives discussed during the meeting. Listed below
is a brief summary ofthe suggestions and concerns discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion recommended by the property owners present at the
meeting was to further study the Lindberg Drive alignment as the preferred location for Arapaho due to the industrial development present along this corridor. This altemative was studied
by the consulting engineering team aligning Arapaho Road with the existing Lindberg Drive. Lindberg Drive is primarily a twolane roadway between Addison Road and Midway Road. Lindberg
Drive terminates just west of Midway Road, within a dense industrial development. Several issues with this alignment were determined. One concern is the number of at-grade skewed crossings
required with the Cottonbelt Railroad. Typically railroad crossings are required to intersect the tracks at a 90-degree angle whenever possible for safety purposes. Even slightly skewed
crossings of a main track are not desirable or typically approved by the Railroad. The Cottonbelt Raiload is a highly utilized freight train track serving many commercial businesses
in Carrollton, Farmers Branch, Addison and Dallas, between Kelly and the Galleria area. Should the existing Lindberg Drive right-of-way be utilized as the extension of Arapaho Road,
two significantly skewed crossings ofthe main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently, Lindberg Drive is restricted
from through through trucks due to the height of the planes landing and departing from Addison Airport. The expansion of Lindberg Drive to four lanes could further decrease the available
runway length. FAA approval could be required due to the impact to Addison Airport. Also a steep grade would be required on the Arapaho Road extension, in order to match the atgrade
intersection at Addison Road. Cost is also another significant factor, should Lindberg Drive be selected for the alignment of Arapaho Road, due to the addition of two major structures
to overpass the railroad. 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 April 8, 1999 Overpass at Midway Road The height and location of the bridge structure in relation to the existing
businesses was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation to Charter Furniture
and MBNA. The current alignment is 10 feet minimum from the buildings. Upon reviewing various other horizontal alignments with city staff after the meeting, the original alignment was
still determined to be the desired horizontal alignment in relation to the buildings due to the location of the Dallas Water Utilities (DWU) water main. City staff will meet with DWU
to determine if the recommended location of the structure is acceptable, or other alignments could be considered that would further infringe on the DWU easement. Another concern expressed
by the property owners was the loss of property rights, should the buildings be destroyed due to hail or other catastrophic means. City staff and consultants concurred upon conclusion
of the meeting that the City is able to allow the property owners to rebuild to existing building set backs and not be considered "non-conforming" due to the construction of this proj
ect. Additional alignments recommended for further study by the property owners included constructing the bridge structure over the DWU water line. Upon further review by HNTB, this
was determined not to be acceptable by DWU due to inability of maintenance and expansion of the DWU water line and high cost of a major viaduct type structure. Midway At-Grade Intersection
The property owners present at the meeting also requested the staff examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it to the south
at a new at-grade intersection at Arapaho Road in lieu of constructing an overpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade,
the traffic signal at Lindberg Drive would still be required, due to the volume of traffic and safety concerns. Spanning the DART Alignment One option also discussed at the meeting was
the potential to relocate Arapaho Road onto the existing Dallas Area Rapid Transit (DART) right-of-way, either with a bridge structure or at-grade roadway within the existing 100-foot
railroad right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials. Upon further consideration, it was determined this option was not feasible. This was primarily
due to federal guidelines regarding vertical clearance for electrification facilities, the required horizontal clearance width to allow DART to maintain the existing freight traffic
in the corridor and allow for expansion of the service to include passenger rail in the future. 
, . Town ofAddison -3-Arapaho Road Extension Addison, Texas 75001-9010 April 8, 1999 We hope this technical memo resolves the majority of the questions raised at the meeting with the
property owners. If you desire any future action regarding this specific issue or have any questions, please feel free to contact us. Very troly yours, HNTB CORPORATION Cissy Sylo, P.E.
CESIlnb 
Proposed Arapaho & Midway Intersection Overpass vs. Underpass (Without Ramps) Overpass Alternative o hnproved mobility o Minimum disruption of traffic during construction o Less restrictive
impact on DWU water line o Provides more convenient location for enclosure of the major drainage ditch o Less aesthetically pleasing to adjacent property owners o Potential noise concerns
o Wall construction will be on DWU right-of-way, above and 7.5 feet from water line o Restricts DWU Easement Width Underpass Alternative o hnproved mobility o Minimizes noise impact
o Eliminates most of the visual impacts o Construction requires reduction of Midway traffic to one lane in each direction for at least one year o Construction costs will be increased
approximately $l.5M o Major drainage structure required to prevent flooding of depressed roadway o Deep excavation for wall construction adjacent to DWU 60" water line o Restricts DWU
easement width 
25768 Job No RECORD OF I:I􀁾i i -J Dale:TELEPHONE CALL The HNTB Comp4Jties March 24, 1999 lINTBOF _ .. __.... ..-.._ ... _. _._.-._-_.. BY _______.•.. _________________ SUBJECT DISCUSSED
Jim Pierce left me a voice mail today regarding the following issues. I. The MBNA Building from the top ofthe slab to the top ofthe parapet wall is 23 ft. 8 inches. The top ofthe slab
datum is 609.5. 2. The top ofwall ofthe Charter Furniture building is unknown by the Town. 3. The alignment as modified by lINTB for the property owner #5 is acceptable to the Town.
4. Need metes and bounds ofthe railroad wye spur based on the new alignment with property #5. 5. The Town will use the original alignment in the vicinity ofthe Charter Furniture Building
depicting 10 feet off the building in negotiations with Dallas Water Utilities. ACTION TO BE TAKEN HNTB will prepare an exhibit to depict the actual height ofthe building in relationship
to the bridge. HNTB should have the top ofthe building established by the surveyor performing the topographical work. HNTB should proceed in the next phase ofdesign. HNTB will proceed
with preparation of the metes and bounds description and exhibit for the railroad wye. None needed. COPY TO: Molly Marshall & Dan Becker & Bruce Grantham NOTE: This record to be retained
in the master file. 
t'ax Tnt HNTB Camparrlt! Transmittal Date '3111102. 3!Q.; Total Pages S Iinciuding this cover) Job Number 2S1&'8 D High Resolution From 􀀮􀁊􀁅􀁎􀁾􀁾􀀠. D Urgent . \)IUU· ']f'2.-(;22>
-.31iA f . . . uNi> Please notify sender at 972-661-5626 if pages are missing or if there is any transmission difficulty" Fax # Message '.. \:AI:\ }-I.10I ?ce. .Cd.-􀁾􀁴􀀭􀁉􀁯􀀡􀁊􀁅􀀠􀁾􀁾􀁬􀁩􀁩􀀩􀀮􀀮
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(972) 661-5614 " . 
'.." f." SCALE IN MILES OFF􀀽􀀽􀀱􀀯􀀽􀀧􀁾􀀢􀀢􀀢􀀧􀀩􀀴􀀽􀁾􀀳􀀡􀀢􀀢􀀽􀀽􀀻􀀱􀁾􀀲􀀠D CONTINUED ON MAP 2-4 SCALE IN FEET 􀁾􀁏􀁆􀁆􀀽􀀽􀀽􀁾􀁾􀁾􀁾􀁩􀁾􀁾􀀧M 10'00 2000 3000 BOOK PAGE 1023 I""nCOVCO,I""UT
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Fax Tilt: HNT8 COI1lPflllit!s Transmittal To Michael Fay Date September 26, 2002 Firm DWU Total Pages & (Including this cover) Fax # 214-9484599 Job Number 25768 o High Resolution From
Jenny Nicewander direct line 972-628-3164 o Urgent Please notify sender at 972-661-5626 if pages are missing or if there is any transmission difficulty. Message Michael, Here is the
fax of the areas we are concerned about and would like potholed per'our phone conversation today. I've identified the areas we will need the waterline tied down and potholed, Please
let me know if you have any questions or need any additional information regarding this matter. I will be out of the office Sept 27-October4, if you, need anything, please contact Jerry
Holder regarding is project. His number is 972-661-5626. 5910 West Plano Parkway, Suite 200' Plano, Texas 75093 Voice (972) 66]-5626· Fax (972) 661-56]4 
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TIME: t:13 PM TO: NAME; Jel1l1Y NicewCIIlder 􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭COMPANY: HNTB 􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
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NO.: (214) 948-4599 • COMMENTS: FIELD NOTES FROM POT-HOLING ON ARAPAHO EXTENSION SOUTH OF DART RR -10DO'WEST OF MIDWAY TO 1500'EAST OF MIDWAY IF YOU HAVE ANY QUESTIONS PLEASE CALL ME
214-948-4643 THANKs 
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.Sent B'y: HP LaserJet 3100; 2146705029; Jan-l0-0S 14:15; Page 2 OFFlCLAL ACTION OF THE DALLAS CITY COUNCIL Decem\ler II, 2002 02-3505 !tern 34: Authorize the conveyance of a street
easemenr containing approximately 1.114 square fee! of land and a tempurary working space casement containing approximately 1,163 square feet of land to the Town of Addison for the extension
and construction of Arapaho Road across City-owned land in the Town of Addison localed near the intersection of Bell Line and Addison Roads -Revenue: $12,918 Approved as part of the
consent agenda. 12124102 9: 14 AM 􀁇􀀺􀁜􀀲􀀰􀀰􀀲􀁍􀁉􀁎􀁉􀁉􀁔􀁲􀀬􀁓􀁜􀁲􀀺􀀱􀀢􀁾􀀱􀀲􀀱􀀱􀀰􀀲􀀮􀁤􀀢􀀠OFFICE OF THE CITY SECRETARY CITY OF PALLAS, TEXAS 
ssishmt City Attorney ent By: HP LaserJet 3100; 2146705029; Jan·l0·03 14:15; Page 3 COUNCIL CHAMBER 023505 December 11, 2002 WHEREAS, the City of Dallas ("City') is the owner of a 19
acre tract of land in the Town of Addison which is currently a part of the Bellwood Reservoir site, located near the intersection of Selltine Road and Addison Road; and WHEREAS, the
Town 01 Addison plans 10 extend Arapaho Road westward from Addison Road to Marsh Lane; and WHEREAS, the Town of Addison has requested that the City convey to it a street easement containing
approximately 1,114 square fee! of land and a temporary working space easement containing approximately 1,163 square teet of land which are part 01 the Bellwood Reservoir site for the
extension and construction of Arapaho Road; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DALLAS: SECTION 1. That for and in consideration of the sum 01 $12,918 and
other good and valuable consideration. the City Manager is authorized to execute a slreet easement easement containing approximately 1,114 square feet of land and a temporary working
space easement containing approximately 1,163 square feel of land across City of Dallas owned land, located in Loll, Block A of the Bellwood Reservoir Addition in Ihe Town of Addison,
Dallas County, Texas to the Town of Addison, 10 be altesled by the City Secreta!), upon approval as to form by the City Attorney. SECTION 2. That the street easemenl and lemporalY working
space easement proceeds shall be deposited inlo the General Fund 0001, Agency DEV, Bal Sheet 0519 and Development Services shall be reimbursed for the cost of obtaining an appraisal
and other administrative costs Incurred. The reimbursement proceeds shall be deposited in Fund 0001, Agency DEV, Org 1180, Object 5011. Any remaining proceeds shall be transferred to
Ihe General Capital Resarve Fund 0625, Agency BMS, Org 8888. Revenue Source 8118, SECTION a. That this resolution shall take effecl immediately from and after its passage in accordance
with the provisions of the Charter of the 􀁃􀁾of Dallas, and it is accordingly so resolved, C PROVED 8V lTV COUNCil APPROVED AS TO FORM: MADEL INE B. JOHNSON, CIW Attorney DfC 112002
􀁾􀀹􀀪􀁴􀀠Cit\' f:ecrelary 
2146705029 ; Jan-l0-0314:16; Page 4/6ent By: HP LaserJet 3100; 023505 BELTWOOD RESERVOIR L ARAPAHO ROAD o « o Q:: Z o (f) o o ______􀁾____B_L_O_C_K_A________􀁾____􀁾< 􀁾􀀠BELT LINE ROAD
STREET EASEMENT 􀁾TEMPORARY WORKING SPACE EASEMENT 
,Sent By: HP LaserJet 3100; 2146705029; Jan.l0.0314:16; Page 5/6 023!l05 ;--::.; !MAPSCO 14Cj 􀁾􀀮􀀮􀀠.-" 
ent B'y: HP LaserJet 3100; 2146705029; Jan-tO-0314:17; Page 6/63'1 028505 CATEGORY: LAND MISCELLANEOUS AGENDA DATE: December 11, 2002 COUNCIL DISTRICT(S): Outside City Limits DEPARTMENT:
Department of Development Services CMO: 􀁾􀁜􀀠Ryan S. Evans, 570-3314 MAPSCO: 14C SUBJECT Authorize the conveyance of a street easement containing approximately 1,114 square feet of
land and a temporary working space easement containing approximately 1,163 square feet of land to the Town of Addison for the extension and construction of Arapaho Road across City-owned
land in the Town of Addison located near the intersection of Belt line and Addison Roads -Revenue: $12,918 BACKGROUND This item authorizes the conveyance of a street easement containing
approximately 1,114 square feet of land and a temporary working space easemenl containing approximately 1,163 square feet of land 10 the Town of Addison for the extension and construction
of Arapaho Road across City-owned land on the Bellwood Reservoir site located near the intersection of Bell Line and Addison Roads. The Town of Addison is extending Arapaho Road from
Addison Road to Marsh Lane, PRIOR ACTION/REVIEW (COUNCIL. BOARDS, COMMISSIONS) This item has no prior action, FISCAL INFORMATION Revenue; $12,918 MAPS Attached 
·sent by: HP LaserJet 3100; 2146705029; Jan-l0-0314:15; Page , CITY SECRETARY SERVice REQUEST DATE OF REQUEST: l \10 (00 DATE NEEDED BY: CITIZEN: /I,.,·I(!..\/C{-d, MJ4'q:M"I I:lvtcli
..O VI 􀁾􀀠DI r 0,,",ptM,tie.-(,vf i'-<;, CITY STAFF: ________ PHONE: DEPT: 97#-Li '5(>-iii $t ") I PHONE:______ TYPE OF SERVICE REQUEST: ALI. COPIES ARE .10 PER PAGE AFTER THE 1ST 10
PAGES. CERTIFICATIONS ARE $5.00 EACH. CERTIFIED COPIES YES [] NO [J FILE # RESOLUTION # 0 d -􀁾'5 0 5 ORDINANCE # 􀁥􀀡􀁾􀁾􀁆􀁉􀁌􀁅􀀠􀁾􀀠 FAX NUMBER: q'Ja-tj'iib-.:t831 NO. PAGES PLUS
COVER ---,6___ CODE REQUEST; CODE ___CHAPTER ____ SECTIONS______ CHARTER ___CHAPTER SECTIONS______ TAPE REQUEST ONLY: ALL TAPES ARE $1.00 EACH CASSETTE. MEETING DATE: ___ • FILE NUMBER:
____ SUBJECT: _________ TAPE NUMBER: # OF CASSETTES USED: __TIME REQUIRED _ hrs./min. CSOONI.Y DATE COMPLETED: '\ LO to 3 􀁾􀀮􀀠COMMENTS: 
􀀮􀁔􀁢􀁜􀁬􀁜􀀮􀁥􀁣􀀧􀁓􀁜􀀩􀀢􀀧􀁾􀁣􀁪􀀭__ trC('t--\,ft::EL 􀁾􀀡Zm? 􀁾__ .______________________􀁾􀁾_____􀁾􀀠. 􀁄􀁌􀀦􀁑􀀮􀁾􀀢􀀭􀀭􀁟􀁃􀁌􀁜􀁟􀁌􀀭􀁾􀁜􀁟􀁣􀁬􀀠,QQ m -􀀴􀀲􀁴􀁌􀀮􀁌􀁾􀁟􀁾􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭�
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::';;. ,I", 􀀶􀁄􀁌􀁲􀁲􀁥􀁯􀁌􀁾􀀠? , iJJt r(ls]' \,s 'Su', Js 1.0 SIC 􀀺􀁲􀁩􀁾􀀠
Bettermentfi'';'---M-t::.-f -'-7 ,l. /"" /Jd.l. $760,000.00S-I....vl I4U f 􀁾􀀬􀀻􀀠1<4'1 r4t...ki. 
To: Mike Mllrph.y, Director ofPublic Works, Town ofAddison: Page 1 of2 MichaelMtifphy From! 􀁄􀁥􀁅􀁉􀁴􀁈􀁯􀁾􀁉􀁴􀀮􀁴􀁩􀁯􀁢􀁉􀁬􀁳􀁀􀁭􀁡􀁳􀁉􀁥􀁣􀀮􀁾􀁭􀁪􀀠Sent: Wednesday, January 29',
2003 8:42 AM To: 'mmwphy@ci:.addison:.lx;us'; 'jpien::e@d at'fiS'ij tx,us' Subject: Maste'cI;Ir.doc January 29, 2003 􀁍􀁩􀁫􀁾􀁍􀁥􀁬􀁰􀁨􀁹􀀠·Director<JfP.ubticWorks 16801 Westgmvelt-d.
Addison,. 1'ex&s-75001-80 I 0 Dear MFcMmphy: On Jaumuy 21, 2003; BeuBistrop ami myself met·with yoo ami your staff to.review the p!llijS for Arapaho.R.oodPhase: HI, which.incltIdes:
an ele:vatedroadWaysec:titmand a bridge over:Midway Road. The roadway'andthe bridge are 􀁡􀁾􀀱􀀺􀁕􀀧􀁡􀁮existing 6(}inch DWU water main. The purpose-ofthe meeting wasta review the proximity
ofthe-roadway and 􀁢􀁲􀁩􀁤􀁧􀁾ttlcthe 6();.im::hwater main and to-determine the ease with whieb the water main could be maintained, or repaired ifttbe event of.a leak OI:acbrowout. The
design. consultants showedus:pIans and: sectious: ofthuwdway, bridge and:V<lIter lmIin; ami the approximate elevation of rock in-the area, It is my opinioo that repair amlmaintenauce
iff the water main canbemadewithoot any great,difltcull:y; and::tIiatadequate provisions hiw.eheen rnade.to:protect the roadway-and 􀁢􀁲􀁩􀁤􀁾􀀮􀁦􀁲􀁯􀁭􀀠failUFe w"the watermain. You
asked me about the repair I:iDre fu1;:. If. 􀁾􀁳􀁣􀁥􀁮􀁡􀁲􀁩􀀨􀀩􀁯􀁦ablowootofthewateF main It the bottom,afl:he-pipefiiciilg the road:., 􀁾􀁴􀁬􀁩􀁥􀀭􀁲􀁯􀁡􀁤􀁷􀁡􀁹􀀧􀁻􀁡􀁊􀁊􀁡􀁮􀁩sudace)
adjacentto 􀀬􀁴􀁬􀁩􀁥􀀺􀀺􀁲􀁯􀁡􀁤􀁷􀁡􀁾􀁴􀀮􀁡􀁳􀀠well as The DART ltOWisan 􀁡􀁤􀁶􀁾􀁩􀁮􀁴􀁨􀁩􀁳􀁣􀁡􀁳􀁥􀀻􀁡􀁳􀁩􀁴􀀺􀁰􀁲􀁯􀁶􀁩􀁤􀁥􀁳􀀺􀁡􀁰􀁬􀁡􀀴􀀺􀁥to positiooacrane. Repirsw the main
in.this lIituationshoold be compJetediuapprmiinately.IZ.1loois.. Please Ietme.koowifyou have 􀁡􀁮􀁹􀁾􀁯􀁮􀁳􀀮􀀠Respectfully, DavidHelland 1129J2OO3 
MINUTES OF ARAPAHO ROAD BRIDGEIDWU MEETING -112112003 Mike made introduction. Randy Stalnaker agreed to consider alternatives. Mike stated summary of Town's discussion wlMastec. Jerry
Holder distributed an exhibit ofproperty x-section w/our sidewalk located 2' from edge of 60" water and retaining wall 10.5' from 60" pipe. Cliff Hall distributed two exhibits w/bridge
section and sidewalk shown. Randy Stalnaker reviewed each exhibit and asked several questions regarding dimensions from the 60" pipe, bridge height, depth ofdeholed 60" pipe, etc. Randy
stated that physical and political issues affect DWU's evaluation. Jerry Holder stated that the design of the retaining wall and box culvert are designed to protect it from a blowout
of the 60" R.C.P. -only the pipe has to be repaired. Randy stated that he is not familiar w/type of equipment that DWU would use for repair. Mike repeated that the Town talked wlMastec
regarding the ability to repair a break. Randy will take information back to the two Assistant Directors for review. Randy stated that DWU staff didn't have all the information needed
previously. Mike stated that URS and HNTB have taken every precaution in designing the bridge/roadway. Bruce Grantham asked Randy if he had certain concerns. Randy stated that maintenance
ofthe line is the main concern and Ramon will make final decision. Randy stated that decision should be made prior to upcoming meetings between the two City Managers. Jim asked ifRandy
had any other questions. 
-2DWU representative, Erwin, stated that they have better dimensioning to review on the exhibits. Mike expressed dismay that DWU decision makers were not present at this meeting. Randy
stated that DWU would look at the issue and get back. Meeting ended at approximately 3:15 PM. Mike and Randy had a short one-on-one discussion after meeting ended. Three exhibits attached
to these minutes. 
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eoD..1l1el"lltJ.on of tale I\I,!:I, of SIX IMtDRI!:fj AID' '/fJ/lOO (tooo.oo) mIU.RS to \itI 1ft l:mI paid, the receipt of w.1eh b ):!.1:reb1 ,r:llnovlt!d4It':1, end. 111 eonll1d,U'.U=
or tM .pedal beneCitl to b. M1'1YW« by CI.U' 􀁰􀁾􀁮􀀱􀁺􀀠􀁢􀀮􀁾􀀠,rutted ..,.,,4 (:CCI",)'II<;I, UAW 􀁾City of DLUu•• J:lm1c1pal <:orpont.t1c=, lUI!!. by tM" pn.m.t. Ito grmt aZI4 o:ocv'1
ua.to th. C'ity ut »"u...... 1lNiUe1p4J. eorpon.t1oa, • r1&ht-ot·va,y W4". 1ft UI4 alan&: tl:Io 􀁍􀁴􀀢􀁥􀁉􀁾􀁲􀀠4HII'riI:wd property tor the purpo... ot II'CIUt:nu:ttJia d ".,' u..iIlta1:r!J.na:
.. city w,wr 1IIIift, ..id. 􀁐􀁾􀀢􀀱􀀱􀀱..􀁾􀁲􀁩􀁍􀁤􀀮􀀠.. toUov., to..\d,t: '.. DEED \101. 5390 /.5'h 7 
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.l!ld m tM O!)t:MlMmI. _ 􀁉􀁉􀁉􀁗􀀡􀀮􀁾􀀮􀀠or •..SA _ter aQlI. 'ftaoI 'l'i4ht. 0: U. ¢ImlI:N, buNCHltorI Md ....".. ta _ ..t:ougO wi ...u.t.&1Q .. 􀁾ap.1l' or MV" lAton .au ........t
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u,td IUeIIIiI!IIt, 10 }t.\vt oWl 10 SOLD tlw 11>0'lIl d.eambtd, JNPfrt1 \ltitc u.. CltJ ot .call&! tor tM 􀁾... bit...􀁾􀀮􀁲􀁑􀀺􀁍􀀠,rtiVtde4. 6ft4 tM ntd GU,. or DflU....I:II.U aldO.
baY, tbt r1gll.t to 40 vpcn t.bp ,tuwt tor W PI4t"pOM 􀁾􀀠􀀱􀀮􀀱􀀱􀁉􀁰􀁃􀁉􀁉􀁾􀁴􀀮􀁩􀁮􀀦􀀠OJ' repairms .Ud ..,.ter gttn. b t aU ••l!.fO. 11:1 t.lut eon.. •ttuctlllf1 _ lI&1Dtm:w:lu <)f
...t,4 􀁶􀁡􀁾􀁲􀀠I:tI.a1.U d&lJ. bet bomet "'7 tH HJ.4 City of 􀁄􀀮􀁵􀁡􀀮􀁾􀀠bl4t that tbII cOluu4f1nt1llf1 bertda fI/cprof4et4 l'tIpl"I'l-ct. fIo.U Aad. IIdlqll&tA (:oo• .w*t'll'UQQ
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th11 UU_1l1: .b&ll " cr.:r.atNG. ••• Win:'f' 'by. the City of 0IUJ.u tJt NI.:r 􀁾􀁏􀁴􀁉􀁴􀁗􀁉􀁥􀁴􀀱􀁏􀁑􀀠chug* or 911&1'8" 1.'sr;.ad by or.. 􀁾􀂢􀀨􀀠01." U. CboutII." or tbIt Chy or
De.llu. In T...tJ..la:G:r itheNott vttu.... C\U" lIM.U, W,a tM /flr.u 􀁾􀀠􀁁􀀱􀁾􀀠, A.O., 196o.t/DEED VOl. 5380 
:. , . 
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·tbrt 􀀧􀁾􀀬4U Dot YUh to .,..\ft.ct it. 􀁩􀀱􀁾􀁾􀁾􀁾􀁾􀁇􀁾􀁊􀁾􀀢􀀻􀀧􀀺􀀻􀀻􀀧􀀠,;0;;, 􀀮􀁴􀀧􀀮􀁦􀁦􀁬􀀮􀀮􀀮􀀮􀀺􀁾􀀮􀀻􀁩􀀬􀀻􀀠./-!..6{..,. ",' " . '.D. U)9. 􀀺􀀮􀁾􀀠,; DEED VOL 5180 .'

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! To: Mike Murphy, Director ofPublic Works, Town ofAddison Page 1 of2 Michael Murphy from: DeEtt Hobbs [DeEIt.Hobbs@mastec.com] Sent: Wednesday, January 29, 2003 8:42 AM To: 'mmurphy@ci.addison.tx.us
'; 'jpierce@ci.addison.tx.us· SUbject: MastecLIr.doc January 29, 2003 Mike Murphy Director ofPublic Works 16801 WestgroveRd. Addison, Texas 75001-9010 Dear Mr. Murphy: On January 21,
2003, Ben Bishop and myself met with you and your staff to review the plans for Arapaho Road Phase ill, which includes an elevated roadway section and a bridge over Midway Road. The
roadway and the bridge are adjacent to an existing 60 inch DWU water main. The purpose ofthe meeting was to review the proximity of the roadway and bridge to the 6O-inch water main and
to determine the ease with which the water main could be maintained, or repaired in the event ofa leak or a blowout. The design consultants showed us plans and sections of the roadway,
bridge and waler main, and the approximate elevation of rock in the area. It is my opinion that repair and maintenance of the water main can be made without any great difficulty, and
that adequate provisions have been made to protect the roadway and bridge from failure ofthe water main. You asked me about the repair time for a worst-case scenario of a blowout of
the water main at the bottom ofthe pipe facing the road. Having the roadway (a hard surface) adjacent to the roadway as well as The DART ROW is an advantage in this case as it provides
a place to position a crane. Repairs to the main in this situation should be completed in approximately 12 hours. Please let me know ifyou have any questions. Respectfully. David Holland
1129/2003 
To: Mike Murphy, Director ofPublic Works, Town ofAddison Page 2 of2 Senior Vice President 1129/2003 
Timeline -Discussions w /DWU 02/12/99 -Letter from GBW to DWU regarding proposed Arapaho alignment being 10feet inside DWU's easement. 03/15/99 -Meeting minutes from a meeting between
HNTB and Town of Addison staff concerning project. John Baumgartner stated "still working w/DWU on easement". 03/24/99 -Telephone Record between C. Sylo and Jim Pierce. 04/22/99 -Notes
from meeting between C. Sylo, Kelsey Johnston, and Bruce Grantham. 04/22/99 -Letter from HNTB to Town ofAddison discussing alignment options for Arapaho. Mentions having a positive response
from DWU regarding the technically preferred alignment. 9/11/02 -Fax from HNTB to Hamid Baha -showing 60" waterline and Arapaho alignment 9/25/02 -phone call to Baha -said he would look
into it an get back with us. 9/26/02 -fax to Michael Fay -concerns about 60" water line and request to have it potholed 10/15/02 -fax from DWU to HNTB (E.Steitle) -field notes on potholing
that had been done 10/15/02 -phone call with DWU and HNTB (E. Steitle) regarding staking staking potholes 10/16/02 -fax from DWU to HNTB (E.Steitle) -more field notes on potholing that
had been done . 10/21/02 -phone call with DWU and HNTB (E. Steitle) regarding pothole locations and valve. 10/23/02 -phone call with DWU and HNTB (E. Steitle) concerns about bridge design
and rescheduling the meeting until 10/30/02 10/30/02 -meeting at Addison Service Center w/town ofAddison (JP, SC), HNTB (JDH, LM,JSN, DB), URS (CH) and DWU (E. Steitle, Randy Nelson,
Steve Hardy and Shane Craft) -discussed waterline issues. proximity of waterline to retaining wall-soldier piles might be needed for a stretch -would need min 3-foot clear of waterline
line will need to be replaced eventually -40-years old now showed roll plot of alignment and proximity to the 60" water line. Illustrations were drawn on dry erase boards showing road
retaining walls 8 to 10 feet clear of waterline. 11/15/02 -Phone call from DWU to HNTB regarding DART access to 60" waterline. Dart said it wouldn't be a problem and DART would allow
heavy equipment wlin 25-feet of the rail line. Problem could arise in the futute ifDART increases the service capacity along that line by adding another railroad track, although there
are no plans for that at the moment. 12/11/02 -Dallas city council authorizes the selling of a street easement along the Arapaho Road alignment 12/12/02 -meeting at HNTB's office w/JH,JSN,
CH, E. Steitle, Erling Holey and Steve Hardy to discuss sidewalk encroaching on DWU's easement HNTB proposed a removable sidewalk where the side walk is elevated in case they need to
get in for repairs. 
moving the thrust block in so that it was not over the 60" pipe and not straddling it Cliff presented two options for the thrust block locations. The first was to move the arch inside
of the sidewalk and obtain the 3-foot clearance desired by DWU. The second was to straddle the 60" pipe with drilled shafts. DWU did not like the second option but were alright with
the first one. DWU stated they saw they had 2 options o Not move the pipe at aU and leave it where it is o Replace the 60" w /an 84" prior to the construction of the road/bridge. HTNB
to do the design in conjunction w./the bridge. Cost approx 1.5 million could get out of the emergency fund if needed. JDH asked 2 questions o Could the line be constructed before the
road was built? -DWU response was that if HNTB could design it in the next three months then the construction time wouldn't be a problem. o Did DWU have the money to have it designed
and built. DWU's response was that the money could be taken from an emergency fund if necessary. I quick estimate was that it would cost approximately 1.5 million and that was doable.
01/09/03 -meetingw/Town (Luke Jalbert), HNTB Gerry Holder), URS (Cliff HaU), and DWU (Erlin Holey, Erick Stietle, and Tonia Lichtenberg). DWU presented the only 2 "acceptable" alternatives
they would offer. o Move the road south to get out of the 30-foot easement • DWU was told that this would involve buying additional ROWand demolishing existing building and it was an
unacceptable alternative. o Relocate the 60" to another location. DWU to pay for engineering. Addison to pay for construction. Two locations discussed: • In front of Charter Furniture
• A completely new and unknown location. HNTB pointed out there would be 20 feet between the north easement line and the roadway. DWU stated this was not enough room to work on the pipeline.
It was pointed out to them that they only had a 15 foot easement on the 􀁥􀁡􀁾􀁴􀀠side of Midway. 01115/03 Email from Mike Murphy to Randy Stalnaker expressing concern with change ofcourse.
01117/03 03 -Meeting with Mastec to discuss Maintenance problems in regards to the bridge They assured us that in the worst case scenario they would be able to repair a leak in 12 hours.
1121103 Meetingw/Town (Luke Jalbert, Mike Murphy, Steve Chutchian,Jirn Pierce), HNTB Gerry Holder), URS (Cliff Hall), and DWU (Erlin Holey, Erick Stietle, and Randy Stalnaker) The Town
presented there ideas to protect the bridge, and allow DWU to maintain there line. 
Burae 8. Engineers, Inc. February 12, 1999 Mr. Jim Milstead, P.E. City ofDallas Water Utilities DePlll1ment 320 East Jefferson, Room 218 Dallas, Texas 15203 Re: Proposed Arapaho Road
Extension Adjacent to DWU 60-inch Water Line Dear Mr. Milstead: The Town ofAddison is in the planning stages for the extension of Arapaho Road.from Addison Road west to Marsh Lane. Traffic
congestion on the major thoroughfares in this part ofAddison, particularly Belt Line Road, is the driving force behind the proposed extension. For the past year, a tearn ofconsultants
lead by HNTB Corporation has worked with the Town of Addison's engineering staff to evaluate alignment altematives in the design corridor. At the east end of the project, the alignment
is fixed by an extension ofArapaho Road which is presently under construction from just west ofthe North Dallas Tollway to Addison Road. At the west end ofthe project, the alignment
is fixed by the current intersection of Realty Road with MarshLane. The design team is preparing to to present the Technically Preferred Alignment shown on the attached exhibit to the
City Council in the near future. For most ofthe Technically Preferred Alignment, the roadway roughly parallels the Dallas Area Rapid Transit QJART) owned railroad on the north side.
Along with providing a general notification regarding this proposed project, the purpose of this letter is to begin a coordination effort related to the section ofroadway from just east
of Midway Road to just east of Surveyor Boulevard. Through this section, the Technically Preferred Alignment is adjacent to a 60-inch DWU R.C. water main on the north side. As-built
plans for this water main show it to be 1.5 feet off the DART right-of-way in a 30-foot wide easement. The narrowest corridor for the proposed roadway is adjacent to the Charter Furniture
and MNBA buildings on the west side of Midway Road. There is less than 90 feet between the face ofthese buildings and the DART right-of-way. It is currently proposed to elevate Arapaho
Road over Midway Road. This elevated section is likely to be extended past the two aforementioned buildings. The desired separation from the roadway structure to the face ofthese buildings
is 10 feet. It is anticipated that the roadway 1919 S. Shiloh Ruad. Suite ;:\0, I_B. 27. (;::lrianu. Tt'xas 7so42 Tel (972) H-ilH911i fax (972) 84()'2156 
) ) Mr. Jim Milstead February 12, 1999 Page 2 stiucture, including the 46-foot wide pavement section, would be approximately 60 feet wide, although a final structure width is still under
review. This would leave approximately 20 feet from the north side ofthe structure, where the water main is located, to the DART right-of-way. The attached roadway cross sections are
located next to Charter Fumiture (Exhibit A) and just east ofMidway Road (Exhibit B). The Town ofAddison requests your consideration ofthe use ofthe 10 to 15 feet ofthe existing 30-foot
water main easement for the purpose ofconstructing and maintaining the proposed roadway. We would appreciate the opportunity to meet with your staff to discuss this request in more detail.
Please contact me ifyou need any additional infonnation. Sincerely, Bruce R. Grantham, P.E. Assistant Project Manager cc: John Baumgartner, Town ofAddison Jim Pierce, Town ofAddison
Dan Becker, HNTB BG/gg C;\WPlJOCSU>llOJEClSIADOIS0N\93-094\mihtOld.ltt 
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Meeting Notes Tlte HNTB CompQnies Page LOf_ Action Items: I,lh./􀀮􀁾􀀠'( 􀁾􀀠. 
April 22, 1999 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠 Attn: Mr. Jim 􀁐􀁩􀁥􀁾􀁣􀁥􀀬􀀠Jr., P.E., DEE Assistant City Engineer ARAPAHO
ROAD ALIGNMENT REPORT Dear Mr. Pierce: The following issues were discussed, regarding this project, with city staff, HNTB Corporation, GBW, and several property owners on March 15, 1999,
at Addison Town Center. Mr. Ron Whitehead, City Manager, requested that the team of consultants provide a brief. report upon completion of an analysis of suggested alternatives discussed
during the meeting. Listed below is a brief summary of the suggestions and concerns discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion made by the property
owners present at the meeting was to further study the Lindberg Drive alignment on the north side of the Dallas Area Rapid Transit (DART) owned railroad as the preferred location due
to the dense industrial developmem present along this corridor. Lindberg Drive is primarily a two-lane roadway between Addison Road and Midway,_ Road that terminates just west of Midway
Road. , I The project team idemified several issues with the Lindberg Drive alignment. One concern is the number of at-grade skewed crossings required with the DART railroad. Typically.
railroad crossings are required to intersect the tracks at a 90-degree angle whenever possible for safety purposes. Even slightly skewed crossings of a main track are not desirable or
typically approved by the Rallroad. The DART rallroad is currently a highly utilized freight train track, between Kelly Boulevard and the Galleria retail shopping area, serving many
commercial businesses in Carrollton, Farmers Branch, Addison, and Dallas, Should the existing Lindberg Drive right-ofway be utilized as the extension of Arapaho Road, two significantly
skewed at-grade crossings of the main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently, Lindberg Drive is restricted from through
tmcks due to the height of the planes landing and departing from Addison Airport. The expansion of Lindberg Drive to four lanes could further decrease the available runway length. FAA
approval could be required due to the impact to '. 
Town of Addison ·2· Arapaho Road Extension Addison, Texas 75001·9010 April 22, 1999 Addison Airport. Also, a steep grade would be required on the Arapaho Road extension in order to match
the at-grade intersection at Addison Road. Prior to preparing plans for the Arapaho Road extension from the Dallas North Tollway (DNT) to Addison Road, the Town of Addison evaluated
the Lindberg Drive alignment and selected a general corridor south of the railroad tracks. Consequently, right-of-way has already been acquired from several property owners south of
the railroad. Changing the alignment to the north of the railroad would inl;rease the project costs. Overpass at Midway Road The height and location of the bridge structure in relation
to the existing businesses was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation
to Charter Furniture and MBNA. The current alignment places the edge of the bridge deck a minimum of 10 feet from the buildings. Upon reviewing various other horizontal alignments with
city staff after the meeting, the original alignment was still determined to be the desired horizontal alignment in relation to the buildings, due to the location of the Dallas Water
Utilities (DWU) 60-inch water main. Moving the structure closer to the water main raises access concerils should DWU need to access their water main for maintenance or repair. City staff
will meet with DWU to determine if the recommended location of the structure is acceptable, or other alignments could be considered that would further infringe on the DWU easement. Although
final approval has yet to be received from DWU for the technically preferred alignment, the response to date has been positive. lTpon review of the vertical alignment of the proposed
bridge near the MBNA and Charter Furniture buildings, it is anticipated that the height of the overpass structure will be lower than the existing buildings. The existing buildings are
estimated to to be a minimum of 5 to 15 feet higher than the bridge roadway surface elevation. Exhibits are attached for your clarification. Another concern expressed by the property
owners was the loss of property rights, should the buildings be destroyed due to hall or other catastrophic means. City staff and consultants concurred upon conclusion of the meeting
that the City is able to allow the property owners to rebuild to the existing building set backs and not be considered "non-conforming". Additional alignments recommended for further
study by the property owners included constructing the bridge structure over the DWU water line. This alignment increases concern related to DWU access to the 60-inch water main along
with the increased cost. It was determined not to be acceptable by DWU due to inability of maintenance and expansion of a major viaduct type structure. 
Town of Addison -3 -Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 Midway At-Grade Intersection The property owners present at the meeting also requested the city staff
examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it south to a new at-grade intersection at Arapaho Road in lieu of constructing
an overpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the traffic signal at Lindberg Drive would still be required due to
the volume of traffic and safety concerns. . Spanning the DART Aligrunent One option also discussed at the meeting was the potential to relocate Arapaho Road onto the . existing DART
right-of-way, either with a bridge structure or an at-grade roadway within the existing 100-foot railroad right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials.
Upon further consideration, it was determined this option was not feasible. This was primarily due to federal guidelines regarding vertical clearance for electrification facilities,
and the required horizontal clearance width to allow DART to maintain the existing freight traffic in the corridor and to allow for expansion of the service to include passenger rail
in the future. Overpass vs. Underpass The pros and cons of the underpass versus overpass were further reviewed to determine if the technically preferred alternative should remain the
same. The overpass alternative provides improved mobility, minimum disruption of traffic during construction, less restrictive impact on DWU water line, and provides more convenient
location for enclosure of the major drainage ditch to remain on the south side ofthe railroad. The negative aspects of an overpass include: less aesthetically pleasing to adjacent property
owners; potential noise concerns; wall construction will be partially on DWU easement, above and 7.5 feet from water line; and restriction ofthe DWU easement width. The nnderpass alternative
provides improved mobility, minimizes noise impact, and eliminates most of the visual impacts. The negative aspects of the underpass' include: the reduction of Midway Road traffic to
two lanes; construction costs will be increased approximately $1,500,000; a major drainage structure will be required to be constructed on the north side of the railroad to prevent flooding
of depressed roadway; deep excavation for wall construction adjacent to DWU 60" water line is required; major utility relocations in Midway Road which would require temporary closure
ofthe railroad; and restriction of the DWU easement width. The Cottonbelt Railroad, owned by DART, is currently being considered as a future passenger rail line. Should this occur in
the future, the intersection of Midway Road and the railroad is anticipated to be grade separated with an overpass due to the volume of traffic on Midway Road and safety of the motoring
public. This further confirms the recommendation for an 
Town of Addison -4-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 overpass versus underpass. Upon completion of additional review of the underpass and overpass alternatives,
the technically preferred alternative remained the same as previously recommended in the technical report. Summary Upon completion of the analysis of the various issues from the city
staff, property owners and other interested parties; the consulting team continues to recommend the "technically preferred aligmnent" (TPA) discussed in the technical report. This aligmnent
is shown in the map pocket of the technical report as Option 5. We hope this technical memo resolves the majority of the questions raised at the meeting with the property owners. If
you desire any future action regaj:ding this specific issue or have any questions, please feel free to contact us. Very truly yours, HNTB CORPORATION Cissy Sylo, P.E. CESllnb Enclosures

􀁾􀁾􀀠 􀁂􀁾􀀠 ..1A I 􀁾j,", IV April 8, 1999 , ;2S1h1(3 Fe L6 Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, ,Jr., P.E., DEE Assistant
CitY Engineer ARAPAHO ROAD ALIGNMENT REPORT Dear Mr. Pierce: The following issues were discussed regarding this project with city staff, HNTB Corporation, GBW, and several property owners
on March 15, 1999, at Addison Town Center. Mr. Ron Whitehead, City Manager, requested the team of consultants provide a brief report upon completion of analysis of suggested alternatives
discussed during the meeting. Listed below is a brief summary ofthe suggestions and concerns discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion recommended
by the property owners present at the meeting was to further study the Lindberg Drive alignment as the preferred location for Arapaho due to the industrial development present along
this corridor. This alternative was studied by the consulting engineering team aligning Arapaho Road with the existing Lindberg Drive. Lindberg Drive is primarily a twolane roadway between
Addison Road and Midway Road. Lindberg Drive terminates just west of Midway Road, within a dense industrial development. Several issues with this alignment were determined. One concern
is the number ofat-grade skewed crossings required with the Cottonbelt Railroad. Typically railroad crossings are required to intersect the tracks at a 90-degree angle whenever possible
for safety purposes. Even slightly skewed crossings of a main track are not desirable or typically approved by the Railroad. The Cottonbelt Raiload is a highly utilized freight train
track serving many commercial businesses in Carrollton, Farmers Branch, Addison and Dallas, between Kelly and the Galleria area. Should the existing Lindberg Drive right-of-way be utilized
as the extension of Arapaho Road, two significantly skewed crossings of the main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently,
Lindberg Drive is restricted from through trucks due to the height of the planes landing and departing from Addison Airport. The expansion of Lindberg Drive to four lanes could further
decrease the available runway length. FAA approval could be required due to the impact to Addison Airport. Also a steep grade would be required on the Arapaho Road extension, in order
to match the atgrade intersection at Addison Road. Cost is also another significant factor, should Lindberg Drive be selected for the alignment of Arapaho Road, due to the addition of
two major structures to overpass the railroad. 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 April 8, 1999 Overpass at Midway Road The height and location of the bridge structure in relation to the existing
businesses was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation to Charter Furniture
and MBNA. The current alignment is 10 feet minimum from the buildings. Upon reviewing various other horizontal alignments with city staff after the meeting, the original alignment was
still determined to be the desired horizontal alignment in relation to the buildings due to the location of the Dallas Water Utilities (DWU) water main. City staff will meet with DWU
to determine if the recommended location ofthe structure is acceptable, or other alignments could be considered that would further infringe on the DWU easement. Another concern expressed
by the property owners was the loss of property rights, should the buildings be destroyed due to to hail or other catastrophic means. City staff and consultants concurred upon conclusion
of the meeting that the City is able to allow the property owners to rebuild to existing building set backs and not be considered "non-conforming" due to the construction ofthis project.
Additional alignments recommended for further study by the property owners included constructing the bridge structure over the DWU water line. Upon further review by HNTB, this was determined
not to be acceptable by DWU due to inability ofrnaintenance and expansion of the DWU water line and high cost ofa major viaduct type structure. Midway At-Grade Intersection The property
owners present at the meeting also requested the staff examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it to the south at a new
at-grade intersection at Arapaho Road in lieu of constructing an overpass. lINTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the
traffic signal at Lindberg Drive would still be required, due to the volume of traffic and safety concerns. Spanning the DART Alignment One option also discussed at the meeting was the
potential to relocate Arapaho Road onto the existing Dallas Area Rapid Transit (DART) right-of-way, either with a bridge structure or at-grade roadway within the existing 100-foot railroad
right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials. Upon further consideration, it was determined this option was not feasible. This was primarily due to
federal guidelines regarding vertical clearance for electrification facilities, the required horizontal clearance width to allow DART to maintain the existing freight traffic in the
corridor and allow for expansion of the service to include passenger rail in the future. 
Town of Addison -3-Arapaho Road Extension Addison, Texas 75001-9010 April 8, 1999 We hope this technical memo resolves the majority of the questions raised at the meeting with the property
owners. If you desire any fiiture action regarding this specific issue or have any questions, please feel free to contact us. Very truly yours, HNTB CORPORATION Cissy 8ylo, P .E. CESllnb

" Proposed Arapaho & Midwav Intersection Overpass vs. Underpass (Without Ramps) Overpass Alternative Q Improvedmobility Q Minimum disruption oftraffic during construction Q Less restrictive impact on DWU water line Q Provides more convenient location for enclosure of the major drainage ditch
Cons: o Less aesthetically pleasing to adjacent property owners o Potential noise concerns o Wall construction will be on DWU right-of-way, above and 7.5 feet from water line o Restricts
DWU Easement Width Underpass Alternative o Improved mobility o Minimizes noise impact o Eliminates most of the visual impacts o Construction requires reduction of Midway traffic to one
lane in each direction for at least one year o Construction costs will be increased approximately $1.5M o Major drainage structure required to prevent flooding of depressed roadway o
Deep excavation for wall construction adjacent to DWU 60" water line Cl Restricts DWU easement width 
25768 Job No RECORD OF I:I􀁾i i -1 Dale:TELEPHONE CALL The HNTB C.,mPQlties March 24, 1999 ----------OF ______HNTB -----.. ----.------OF _􀁔􀁾􀁗􀁬􀀡􀀠of􀁁􀁾􀁾􀁩􀁳􀁯􀁾􀀠_ _ _____ ._ BY
________.______"'--____________ SUBJECT DISCUSSED Jim Pierce left me a voice mail today regarding the following issues_ I. The MBNA Building from the top ofthe slab to the top ofthe
parapet wall is 23 ft. 8 inches. The top of the slab datum is 609.5. 2. The top ofwall ofthe Charter Furniture building is unknown by the Town. 3. The alignment as modified by HNTB for
the property owner #5 is acceptable to the Town. 4. Need metes and bounds ofthe railroad wye spur based on the new alignment with property #5_ 5. The Town will use the original alignment
in the vicinity ofthe Charter Furniture Building depicting 10 feet off the building in negotiations with Dallas Water Utilities. ACTION TO BE TAKEN HNTB will prepare an exhibit to depict
the actual height of the building in relationship to the bridge. HNTB should have the top ofthe building established by the surveyor performing the topographical work. HNTB should proceed
in the next phase ofdesign. HNTB will proceed with preparation of the metes and bounds description and exhibit for the railroad wye_ . None needed. COPY TO: Molly Marshall & Dan Becker
& Bruce Grantham NOTE: This record to be retained in the master file. 
! .... Fix', Tlte nNTO COlllpuAits Transmittal Date 􀁾111\ oz. Total Pages 5 (Including this cover) Job Number 2J;1lP'6 o High Resolution From 􀀮􀁊􀁃􀁴􀁊􀀮􀁾􀁾􀀠, " o Urgent, Ole.ar,
']i'Z.-(P22-3IlA f , , ' UN!:i Please no.tify sender at 972-661-5626 ifpages are,missing or if there is any transmission difficuity. Message 0, 􀁜􀀻􀁜􀁾􀀠}w\ll.\ ' \?c;e. ',0.:£-􀀧􀀺􀀿􀁾􀁴􀀭􀁊􀁅􀀠􀁾�
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From Jenny Nicewander direct line 972-628-3164 o Urgent Please notify sender at 972-661-5626 if pages are missing or if there is any transmission difficultY. Message Michael, Here is
the fax of the areas we are concerned about and would like potholed per'our phone conversation today. I've identified the areas we will need the waterline tied down and potholed. Please
let me know if you have any questions or need any additional ipformation regarding this matter. I will be out of the office Sept 27-0ctober 4, if you· need anything, please contact Jerry
Holder regarding is project His number is 972-661-5626. 5910 West Plarw Parkway, Suite 200· Plano, Texas 75093 Voice (972) 661-5626' Fax (972) 661-5614 
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, --'! • 6)dallasUJaTer UllllfleS 320 E. Jefferson Dalles, TX 75203 FAX TRANSMITTAL MEMO DATe: October 15, ZOOZ NO. OF PAGES SENT (INCLUDING COVER SHEETj: 2TIME; 3:13 PM TO: NAME: .Jenny
Nicew<lI'\der COMPANY::.,H.:;,N..:,.T:..::8=---______________________ FAX NO.: (!'l'12) 6615614 TELEPHONE NO.: 􀁊􀀻􀀨􀀡􀁬􀀺􀀺􀀮􀀡􀀷􀀮􀀺􀀺􀀮􀀲􀁬􀀡􀀮􀀳􀀶􀁾􀀲􀁓􀀡􀀡􀀮􀀻􀀳􀀺􀁯􀀮􀀧􀀱􀀧􀁟􀀢􀀧􀀶􀀴􀀺􀀡􀁟____
________________ • FROM: NAME: Erick 5teitte TELEPHONE NO.: (214) 948-4643 FAX NO.: (Z14)9"48-4599 COMMENTS: FIELD NOTES FROM POT-HOUhIG 9N AR-AP"AHO€XTENSION0···· • 150Q'EAST OF M.iJJM/:ftY
􀀽􀁾􀀮􀀠. IF YOU HAl/I; 􀁁􀁎􀁙􀁾􀁉􀀻􀁉􀁓􀁓􀁩􀀱􀀺􀀰􀁎􀁓􀀠PLEASE CALL ME 214-948-464.3 THANKS • 
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__ •dallas water• utilities 320 E. Jefferson Dallas, TX 75203 FAX TRANSMITTAL ME Me DATE: October 1lI,2002 NO. OF PAGES SENT (INCLUi:)ING COVER SHEET):. 2TIME: +13 PM . TO: r-IAME:..;.J􀁥􀁮􀁮􀁾􀁹􀁟􀁎
􀁟􀁩􀁣􀁟􀁥􀁟􀁷􀀮􀀮􀀮􀀻􀀮􀁃􀀡􀀱􀀱􀁟􀁤􀁟􀁥􀁟􀁲____􀁾______________'___ COMPANY: HNTB 􀀭􀀭􀀭􀀧􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭FAX NO.: (972)
661 5614 TELEPHONE NO,: 􀀮􀀮􀀡􀀺􀀨􀀹􀀺􀀺􀀮􀀮􀀷􀀺􀀻􀁊􀀮􀀲􀀩􀁾􀀶􀀺􀀺􀀺􀀺􀀲􀀶􀀺􀀮􀀮􀀺􀁡􀀺􀀮􀀺􀀮􀀱􀀶􀀻􀀺􀀺􀀮􀀴􀀽􀀭􀀭____________--,-_______ • FROM: NAME: Erick Steitle TELEPHONE NO.: (214)
948-4643 . FAX NO.: (214) 948-4599 . COMMENTS: FIELD NOTES FROM POT-HOLING ON ARAPAHO EXTENSION SOUTH OF DART RR -lOOO'WEST OF MIDWAY TO 1500'EAST OF MIDWAY rF YOU HAVE ANY QUESTIONS
PLEASE CALL ME 214-948-4643 THANKS • 
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,t, By: HP laserJet 3100; 2146705029; Jan·l0·0314:15; Page 2 OFFICIAL ACTION OF THE DALLAS CITY COUNCIL 􀁄􀁾􀁣􀁥􀁭􀁨􀁥􀁲􀀠II, 2002 02-3505 Item 34: Authorize thc conveyance uf a street
easement containing approximately 1,114 square fee.! of land and a tempurary working space casement containing approxilllotlcly 1,163 square feet ortand to the Town of Addison for the
extension and construction of ..vapaho Road across City-owned land in the Town of Addison located near the intersection IlfBeh Line and Addison Roads· Revenue: $12,918 Approved as part
ofthe consent agcnda. 12I241Q2 9014 AM ,;;\2001MINI !Tr""cc121102.doc OFFICE OF THE CITY SECRETARY CITY OF DAU.•AS, TEXAS 
nt ,By: HP LaserJet 3100; 2146705029; Jan·l0·03 14:15; Page 3 COUNCIl. CHAMBER 023505 December 11. 2QP2 WHEREAS, the City of Dallas rCily") is the owner of a 19 acre tract of land in
the Town of Addison which is currently a part of the Bellwood Reservoir Site, looated near the intersection of Beltline Road and Addison Road; and WHEREAS, the Town of Addison plans
10 extend Arapaho Road westward from Addison Road to Marsh Lane; and WHEREAS, the Town of Addison has requested that the Cily convey to it a street easement containing approxjmately
1,114 square feet 01 land and a temporary working space easement containing approximately 1,163 square feet of land which are pan of the Beltwood Reservoir site for the exlension and
construction of Arapaho Road; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DALLAS: SeCTION 1. That for and in consideration of the sum of $12,918 and other good
and valuable consideration, the City Manager is authorized to execute a street easement containing approximately 1,114 square feet of land and a temporary working space easement containing
approximately 1,163 square feet of land across City of Dallas owned land, located in Lot 1, Block A of the Beltwood Reservoir Addition in the Town of Addison, DaUas County, Texas to
the Town of Addison, to be attested by the City Secretary upon approval as to form by the City Attorney. SECTION 2. That the street easement and temporary working space easement proceeds
shall be deposited inlo the General Fund 0001, Agency DEV, Bal Sheet 0519 and Development Services shall be rElimbursed for the cost of obtaining an appraisal and other administrative
costs incurred. The reimbursement proceedS shall be deposited in Fund 0001, Agency DEV, Org 1180, Object 5011. Any remaining proceeds shall be transferred to the General Capital Reserve
Fund 0625, Agency BMS, Org 8888, Revenue Source 8118. SECTION 3. That this resolution shall take effect immediately from and 􀁡􀁾􀁥􀁲􀀠its passage in accordance with the provisions of
the Charier of tM 􀁃􀁾􀁾of Dallas, and It is accordingly so resolved. C PROVEDBV ITY COUNCil APPROVED AS TO FORM: . MADEL INE B. JOHNSON. CIW Attorney Oft 112002 􀁾􀀿􀁾􀀠Citv 􀁾􀁡􀁣􀁲􀁥􀁴􀁡􀁲􀁹􀀠
2146705029; Jan·10·0314:16; Page 4/6ent By: HP LaserJet 3100; 023505 BELTWOOD 􀁒􀁅􀁓􀁾􀁒􀁖􀁏􀁉􀁒􀀠BLOCK A BELT LINE ROAD STREET EASEMENT 􀁾TEMPORARY WORKING ARAPAHO ROAD o « o et:: Z
o (f) Cl 􀁾􀀠SPACE EASEMENT 
nt By: HP LaserJet 3100; 2146705029; Jan-IO-03 14:16; Page 5/6 [MAPSCO 14C] 􀁾􀀮􀀮􀀠.-. 
Sent By: HP 􀁌􀁡􀁳􀁥􀁾􀁊􀁥􀁴􀀠3100; 2146705029; Jan·l0·0314:17; page 6/6 :?l{ 023505 CATEGORY: LAND MISCELLANEOUS AGENDA DATE: December 11, 2002 COUNCIL DISTRICT(S): Outside City limits
DEPARTMENT: Department of Development Services CMO: 􀁾􀁜􀀠Ryan S. Evans, 670-3314 MAPSCO: 14C SUBJECT Authorize the conveyance of a street easement containing approximately 1,114 square
feet of land and a temporary working space easement containing approximately 1,163 square feet of land to the Town of Addison for the extension and construction of Arapaho Road across
City-owned land in the Town of Addison located near the intersection of Belt Line and Addison Roads -Revenue: $12,918 BACKGROUND This item authorizes the conveyance of a street easement
containing approximately 1,114 square feet of land and a temporary working space easement containing approximately 1,163 square feet of land to the Town of Addison for the extension
and construction of Arapaho Road across City-owned land on the Bellwood ReseNoir site located near near the intersection of 8elt Line and Addison Roads. The Town of Addison is extending
Arapaho Road from Addison Road to Marsh Lane. PRIOR ACTION/REVIEW (COUNCIL, BOARDS, COMMISSIONS) This item has no prior action, FISCAl. INFORMATION Revenue; $12,916 MAPS Attached ! 
Sent By: HP laserJet 3100; 2146705029; Jan·1Q·Q3 14:15; Page 1 CITY SECRETARY SERVICE REQUEST DATE OF REQUEST: l' 10103 DATE NEEDED. BY: CITIZEN: 1'vI.',e.\Aqcl, MJ4'qa1<!'I PHONE: 9TJ.-q
<5{)-01 R'l I P".t4i '.10 VI '" PI r t9 j'J P!..ill-ie. tNt 􀁾",. CITY STAFF: ________ DEPT: PHONE:,______ TYPE OF SERVICE REQUEST: ALL COPIES ARE .10 PER PAGE AFTER THE 1ST 10 PAGES.
CERTIFICATIONS ARE $5.00 EACH. CERTIFIED COPIES YES [) NO [) FILE # RESOLUTION 1# 0 d. -􀁾'50 5 ORDINANCE # 􀁥􀁾􀁾􀁆􀁉􀁌􀁅􀀠􀁾􀀠FAX NUMBER qiJN-(1'50·.;>80) NO. PAGES PLUS COVER ---!l!6"--__
CODE REQUEST: CODE ___.CHAPTER ___SECTIONS______ CHARTER __CHAPTER ____ SECTIONS_____ TAPE REQUEST ONLY: ALL TAPES ARE $1,00 EACH CASSETTE. MEETING DATE: ___ • FILE NUMBER: ___ SUBJECT:
_________ TAPE NUMBER: # OF CASSETTES USED: __TIME REQUIRED __ hrs./min. CSOONLY DATE COMPLETED: \ \ LO to 3 COMMENTS: 
. 􀁜􀁢􀁜􀁬􀁬􀁬􀁌􀁾􀁄􀁨􀀭􀁾􀁾􀀠11, 1m 􀀿􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭t:, . C\ 􀁾􀀠gQQ ,,\q<dz b\n &-cl,QQ, r-tZ-424 􀀭􀀨􀀳􀁦􀂣􀀲􀀮􀁟􀁾_____._ 􀀭􀀭􀀭􀀭􀁩􀁏􀀭􀁌􀁾􀁊􀁻􀁉􀁊􀁵􀀮􀀠􀁟􀁾􀁾􀀠aPM 􀀭􀁅􀁾40
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Bettermentfi';-k-c:vf """'7 􀀬􀁾􀀠,..... /)",1.1. $760,000.00 S-I....vf /&.U f 􀁾juri ,4t..Ld. 
To:. Mike Murphy•.Dil:ector ofPu&lic:Wm-ks;:foml-ofAddis<m P.a.ge 10f2 From. 􀀰􀁥􀁅􀁉􀁦􀁈􀁯􀁢􀁢􀁓􀀱􀀡􀀻􀁉􀁥􀁅􀀮􀁴􀁴􀀮􀁾􀁭􀁲􀀠5eJIt:. . wedi teSdaY', .!3nuary 29;20038:4.2 AM To: 􀀧􀁾􀀺􀁡􀁤􀁤􀁩􀁳􀁯􀀡�
�􀁬􀁣􀁮􀁳􀀧􀀻􀀮'jpje,"e@;oi a.h!jentjK.US' 􀁓􀁵􀁬􀁊􀁐􀀡􀁤􀀺􀀡􀁾􀁤􀁯􀁣􀀠M*eMiHphy 􀂷􀁄􀁩􀁭􀁡􀁴􀁡􀁲􀁾􀁪􀁬􀁕􀀻􀀺\"locks 1:6801 wtIr.gtlueltil Addison,.l'exas:::.15f!01oOOlO 􀁄􀁥􀁭􀀻􀁾􀀮􀂷􀁍􀁭􀁰􀁨􀁹􀀺􀀠O
rr Januaty 2t; 2003:.. Ben Bislrop: ami: mysetf·met:wi:Ih:.yoo· _your 􀁳􀁴􀁡􀁦􀁦􀀮􀀮􀁬􀁻􀁪􀁲􀁥􀁗􀁥􀁷􀁴􀁬􀀡􀁥􀀺􀁾􀀠for 􀁁􀁲􀁡􀁰􀁡􀁉􀁩􀁯􀀺􀁬􀁬􀁩􀁬􀁡􀁴􀁦􀁐􀁩􀁩􀁡􀁳􀁉􀁬􀀺􀀺􀀱􀁉􀁦􀀻􀀬􀁷􀁬􀁩􀁩􀁣􀁬􀁩􀀺􀀺􀀺�
�􀁮􀁥􀁉􀁴􀁬􀁤􀁥􀁩􀁭􀁴􀀺􀁥􀁊􀀮􀁥􀁶􀀮􀁡􀁴􀁥􀁤􀀺􀀱􀀺􀁏􀁬􀁉􀀱􀁩􀁗􀁾􀂷􀀸􀁥􀁥􀀱􀁩􀁴􀁭􀂷􀁩􀁭􀁤􀂷􀀠a D:iiilge:riv:eJ:MiiIivaYRoad. Theroadwa:vand:the:bridge are 􀁡􀁾􀁭􀁥􀁸􀁩􀁳􀁴􀁩􀁮􀁧􀀶􀀰􀀺􀁩􀁮􀁣􀁬􀁴􀀺􀁊􀀩􀁗
􀀧􀁕􀀺􀁷􀁡􀁴􀁥􀁲main. The: ptl1lKJSCr.oftlre.meeting was:m:l<il.ViewUm:p>oximit¥ofthB:mrulway 􀁡􀁮􀁤􀀺􀁾􀀺􀁏􀁏􀀧􀁩􀁭􀀺􀁨􀀺􀁷􀁡􀁴􀁥􀁲􀀠mamandtfrdetemrine1he ease wiilf wmch· 􀁾􀁗􀁡􀁴􀁥􀁲􀂷􀁭􀁡􀁩􀀡􀁎􀁬
􀀨􀁬􀁴􀁉􀁉􀁤􀀺􀁯􀁯􀀮􀂷􀁭􀁡􀁩􀁩􀁮􀁴􀁡􀁩􀁮􀁥􀁤􀀻􀀠ef..rep&red'in-f1ie'-event ofaleak=bfuwout; Thedesign::=ltants showed: us: pfimsand sectimIs: of1tie:roadway; bridge:mni::water::main;.::am:\
the appFoxlmate elevatioo--of rock 􀁩􀁬􀁬􀀭􀁾􀀠are&, It t& myopiBioothat· repair and·cmaintenance-etlhe water main can::be::tnade:withoo.t any gi.eat:difficn1iy;'and:tfiilt:.ai&iquate:provisionsliill
le:6een 􀁾􀀺􀁰􀁲􀁯􀁴􀁥􀁣􀁴􀀠theroadW&} 􀁡􀁏􀁏􀀺􀁢􀁲􀁩􀁤􀁾􀁦􀁲􀁯􀁭failure.@f::tJ:le. 􀁷􀁡􀁴􀁥􀁆􀁾􀀠You as:Ired; me: aIrout·:the·repa.i:rtinre:fur.a: 􀁾􀁾􀁃􀁦􀂷􀁥􀁦􀀺􀀺􀁡􀀮􀀺􀁢􀁬􀁯􀁷􀁯􀁮􀁴􀀻􀁧􀁦􀀺􀂷􀁴�
�􀁥􀀺􀁾􀁷􀁡􀁴􀁉􀁬􀁲􀀺􀁭􀁡􀁩􀁉􀁲􀂷􀀧􀀸􀁉􀀺􀀠the ootttlmef:fllecpipe.f"acmgthe 􀁲􀁯􀁡􀁴􀁆􀀮􀀺􀀺􀀬􀀺􀁈􀁡􀁗􀁴􀁧􀀺􀁴􀁨􀁥􀀺􀁲􀁾􀂷􀁻􀁩􀁴􀀺􀁦􀁵􀁵􀀺􀁤􀁾􀀩􀀠􀁡􀁤􀁪􀁡􀁣􀀺􀀺􀁣􀁩􀁬􀁕􀁯􀀮􀂷􀀬􀁾􀀬􀁣􀁡􀁳􀀠well
as The: 􀁾􀁔􀀻􀁉􀁗􀀮􀁗􀁩􀀢􀁓􀂷􀁡􀁮􀁡􀁤􀁶􀁾􀁩􀁮􀀺􀀮􀀱􀀺􀁨􀁩􀁳􀀮􀁣􀁡􀁳􀁧􀁬􀁬􀁓􀀻􀁩􀁴􀀺􀀺􀁪􀀡􀁉􀁄􀁖􀀧􀁩􀁤􀁥􀁳􀀺􀀺􀁡􀀻􀂷􀁉􀀱􀁾􀀠to 􀁰􀁯􀁳􀁩􀁴􀁩􀁯􀁯􀀺􀁡􀀺􀀮􀁣􀁲􀁮􀁮􀁥􀀻􀁾􀁦􀀮􀁓􀁴􀁯the main
in.tIiiiisi.fuatioltlhould be 􀁾􀁾􀁾􀀦􀁍􀁵􀁴􀁳􀀠􀁾􀁊􀁬􀁹􀀬􀀠􀁄􀁡􀁾􀁡􀁮􀁤􀀠112912003 
􀁐􀁡􀁧􀁥􀀭􀁾􀀠of2 Senior Vice President 
MINUTES OF ARAPAHO ROAD BRIDGEIDWU MEETING -112112003 Mike made introduction. Randy Stalnaker agreed to consider alternatives. Mike stated summary ofTown's discussion wlMastec. Jerry
Holder distributed an exhibit ofproperty x-section w/our sidewalk located 2' from edge of60" water and retaining wall 10.5' from 60" pipe. Cliff Hall distributed two exhibits w/bridge
section and sidewalk shown. Randy Stalnaker reviewed each exhibit and asked several questions regarding dimensions from the 60" pipe, bridge height, depth ofdeholed 60" pipe, etc. Randy
stated that physical and political issues affect DWU's evaluation. Jerry Holder stated that the design ofthe retaining wall and box culvert are designed to protect it from a blowout
ofthe 60" R.C.P. -only the pipe has to be repaired. Randy stated that he is not familiar w/type ofequipment that DWU would use for repair. Mike repeated that the Town talked wlMastec
regarding the ability to repair a break. Randy will take information back to the two Assistant Directors Directors for review. Randy stated that DWU staff didn't have all the information
needed previously. Mike stated that URS and HNTB have taken every precaution in designing the bridge/roadway. Bruce Grantham asked Randy if he had certain concerns. Randy stated that
maintenance ofthe line is the main concern and Ramon will make final decision. Randy stated that decision should be made prior to upcoming meetings between the two City Managers. Jim
asked if Randy had any other questions. 
-2DWU representative, Erwin, stated that they have better dimensioning to review on the exhibits. Mike expressed dismay that DWU decision makers were not present at this meeting. Randy
stated that DWU would look at the issue and get back. Meeting ended at approximately 3:15 PM. Mike and Randy had a short one-on-one discussion after meeting ended. Three exhibits attached
to these minutes. r :" 
•• •• • S' _So58' -0' NORTH ROW 20' I' -0' I 􀁾􀀠PIPE VARIES I •i \' -0' I 􀁾􀀠"6-S' -0' 4 LANES 1/11 ' 44' '0' SIDEWALl< VARIES SHLOR. • , 1# "6-SHLOR. • • • 1· 􀁾􀀰􀂷􀀠I · · I i• I
: I SOUTH ROW 54' U-SEAM ITYP) I · i i• •• I•· I•, i 7"0' \ ORILLED SHAFT(1'-6-Wr1H • MIt'· I 6' 0.0. TYPICAL SECTION WATER PIPE 
------__ _ ____________________________________________________________ ____________________ _____ 80' ROW ROW--' 1 . : 23.5' 49' S-S 􀀱􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀵􀁾􀀬􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀢􀀢􀀢􀀢􀀢􀀧􀀢......􀀭�
�􀀭􀀭􀀭􀀭􀀭􀁲􀁾􀀠STA 47+00 11.7' STA 49+00,11.6' pTA 51+00, 10.5' .2,§, 8' _...M: 2.5' 11' OUTSIDE LANE II' INSIDE LANE II' INSIDE LANE 11' OUTSIDE LANE 2..5' : 'i\ W'/FT lr4 "1FT 􀁜􀀽􀀽􀀽􀀽􀀽􀀻􀀺􀁪�
�􀁾􀁾􀁾􀀽􀀽􀀽􀁾􀀭􀀭􀀽􀀭􀁾􀀽􀀪􀀬􀁾􀀭􀀭􀀭􀀢􀀧􀀭􀀭􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁮􀀠610 r-'2'WN '-----"'"""1 I, .....-0=RETAINING WALL ! 6.5'+ I I EXISTING J ' 􀀡􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀁾􀀳􀀢􀁏􀀢􀀧􀁔􀁗
􀁾􀁁􀁾􀁔􀁅􀁾􀁒􀁾􀁌􀁾􀁉􀁎􀁾􀁅􀁾􀀴􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀀡􀀠I : EASEMENT 􀁾􀀠I ' I *I ! 􀁾􀀠I 0 I d􀁾􀁲􀀮􀀮􀁊􀂷􀀠C+ I c:r 􀁾􀁯􀀠􀁾􀁾􀁉􀁾􀀠􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀁟􀀠''" '" « w , « t;:;􀀮􀀮􀀮􀀮􀀭􀂷􀁾􀁉􀁟􀀧􀀠1-(1)
􀁉􀁉􀀭􀁾+ Lr.J ....... ___ ........ en u.. en lL.. '" 􀁾􀀠'-hl-----=-=._-. w l:; , '" 􀁾􀀠WITH LIMESTONE FRAGMENTS "' VERY STIFF BROWN CLAY 0 .r-,____ ""'" chJb Ii (.l. 0 -EXISTING GROUND
a --------------------'. 0:", r-------I---,"'" 9'X5'REINFOR(:m 􀁾􀀯􀀠•, TYP. :--ROW I,, I,, I,, I,, I,, I,, I,, I LOG OF BORINGS LEGEND: r::l VERY STIFF BROWN CLAYt:d WITH LIMESTONE
FRAGMENTS 􀁾􀀠TAN WEATHERED LIMESTONE 􀁾􀀠GRAY LIMESTONE STA 47+00, 5.S'+'---'1 ST A 49+00, 5.9' ,r'􀁾􀀭􀀫􀀭􀀭􀀭􀀮􀀬􀀠STA 51+00, 7.0' I I ,, , -630r-, I,, I, I , 􀀮􀀶􀀲􀀰􀁾􀀠,I. 􀁾oo
I ___􀁊􀁾􀁾􀁾􀁾􀁈􀁾􀁾􀁾􀁌􀁾􀁌􀁾_____ , r-------􀀭􀀭􀀭􀁾􀁙􀀮􀀮􀀮􀀱􀀡􀀮􀁾􀁑􀁴􀀡􀁛􀀮􀀭􀀭􀀭􀀭􀁌􀀠􀁟􀁾􀀭􀀭􀀭EXIST. 60" WATER LINE APPROX FL=596.5 ,, , o = 􀁾􀀠:!1 􀁾􀀠" 􀀧􀀮􀁾􀀠= "5 􀁾􀁾􀁉􀁾􀀺􀀺􀁾􀀺􀁉􀁾􀁾
􀁾􀁩􀁾􀁩􀁾􀀽􀁾􀁊􀁾􀁾􀁾􀁾􀀺􀀺􀁾􀁾􀀺􀁾􀀺􀀺􀁾􀁾􀀬􀁾􀀠􀁾 M -BOX CULVERT ..􀀯􀀭􀀭􀁊􀁶􀀮􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀡􀁾􀁾􀁾􀀡􀀭􀀭􀀭􀀭􀁾􀁾􀀠t+ --------􀁾􀀺􀀮􀀠f,,:, "" -:: 􀁾􀀠:: 􀁾􀀠􀁾􀀾􀀠􀁾􀁾􀀠􀁾􀁾􀀠'---------
---.., --630 620 -610 600 590 DWU EASEMENT NEGOTIATIONS EXHIBIT 􀁦􀁟􀁙􀁟􀀢􀁟􀁾􀀠JANUARY_2_0_0_3____________J 590 
1'-6" ________________________􀀭􀀲􀀴􀁾􀁌􀁾􀁁􀁾􀁎􀁾􀁅􀁾􀁓􀁟􀁀􀁾􀁉􀁾􀁉􀁾􀀧􀀭􀀽􀀻􀁾􀀴􀁾􀀴􀁾􀀧__􀁾􀁏􀁾􀀬____􀁾_________􀁓􀁟􀁈􀁟􀁌􀁟􀁏􀁟􀁒􀁾􀂷􀁾􀀭􀁲􀀴􀀱􀁾􀀧􀁾􀁟􀁾􀀰􀁾􀂷􀀠• • .. .. 54" U-BEAM
(TYPI 7'-O"1s1.0RILLEO SHAFT HANGER ROPE 8' Off 49'-OHIII I􀁾􀀱􀀧􀁾􀀭􀁾􀁏􀁾􀁾􀀫􀀭􀀮􀁾􀁟􀁾􀁟􀁾􀁾􀁟􀁾􀁟􀀧􀀮􀀠SOUTHNORTH ROWROW II• \ (+1-6 1t ) 􀁾􀀠PIPE 14' MAX, 5'(+/-1 TYPICAL SECTION6'
0.0. WATER PIPE (N.T.S.I 
i -.2.1-03 , t:\N-fl" 􀁬􀁻􀀩􀁾􀀠\"I'I.Ui 􀁾􀁾􀁾􀁌􀁪􀀮􀁾􀁛􀀻􀀬􀀭􀀬􀀭􀀡􀀱􀀭􀀭􀀬􀀭􀁦􀀱􀁬􀀮􀁾􀁾􀁟􀀠􀁜􀁉􀁖􀁾􀀬􀀬􀀭􀀭􀀭􀀭􀀭___________􀁾___ 􀁾􀀠: . : 
'+.i; d..:ili .' ,,',􀀮􀀭􀁾􀀠-_. _ .. ..r...,. I .•. oJl • d I\lIII "" ..TO HAV& A'Nfl TO HOLl) 'hmI 􀁤􀀮􀁴􀀺􀁴􀁉􀁾􀀠praml",. iO('flblf wlUl &0 I 􀁲􀁬􀀬􀀢􀁾􀀠... """_ .._ " ........
_IliA,"" !lit 0Il4 V.. If 􀁾􀁕... 􀁾I!', t'.IdAIal1,' ,",B bftu ud wfrIIt forrttf.1Il ':r: 40 􀁨􀁾""11 ..,.,).1•• ,., " baln. _tcwf; '" Idmlpm\o", «0 Wartllli .... Fott¥f1 r:ldfllcL
all 􀁾􀁰􀀠ti"I"II.... Itit nil ,umfUi IIlIl!) the wl" V. R. c.ldw11 _ ...... t. 0I.l.dwt11. Qdi.r .: '1'I'\.c.t; W., Mmun 11'. DOM' 0411 vir'l m.rm 0091', ar tlw Count)" <It llt.Uot.iI,
Md, State at're-xa., 1.Il cQll4lde"U= at tbe &UCI of BIX BtIIIDRI!ID AMI· 1IGIlIXJ ($600.00) 􀁬􀁘􀀧􀁉􀁾􀀠to !JJ lJl 1wd pUd, 1:ba l'tIcd.pt of vtdcll 1.IJ J::r.utby &emOVlllde«d, and
1n cGIHidOrattGl1 at W 􀁾􀁣􀁬􀁯􀁬􀀮􀀠be.aenu to b, dft'ivatl. by OW' pro:pel"t.y, ht.VII arlDtH Md CCID....,.d \1Xlto tbe: City Gr DaUu, .. am.le$.pol. CClf1jIOftUon,. ADd by wu prel."'e
40 g:ru1. IIlId «XIV",)' UI1to W City fit Dal.lU, .. IIIJ.IUclplro.!. COt:P<ltatlaG, _ 􀁦􀀧􀁬􀁳􀁁􀁴􀁾􀁡􀁡􀁴􀁾􀁷􀀱􀀱􀀱􀁬􀁗􀁴􀁴􀀧􀀬􀀠tD m;l alaq tM herdllllf't,tl' 􀁾􀀮􀁣􀁤􀁈􀁤􀀠p1"OJ;IIU't:r
tar tJ:w 􀁾ot eOll:dNr:\1tI& ad 􀁾􀁦􀁊􀀲􀀦.. eit7 Vlite,r lK1ltt U14 pl'OiI':nr d••arUMd .. t(ll..lowlj to..v1t: DEED VOl. 5380 /.6h 7 
􀁾50 ft;. liorJt#:ld 􀁾􀁴􀀠 m.Jl ••trip ot l.u4 :so fitt in ri4tb lfi=I id.JlL¢Ut m1 . p.....u..l to t:bI" fWth tlU: of tbe 􀁽􀁗􀁾􀁴4&.MJ/l11!1t 4t.erlbl4 abovt. ti. _4 1I.boI.1.Dc exwr:tttri
tor tbI pw'PO" 1)'( fI=til'llfAl tbI 􀁾􀁴-.\IIl"04 by Coimt.;r 􀁃􀁾Ot' hlJ.u 􀁃􀁾􀁴􀀩􀁯􀀠at Lav '0. 1, n.ua.' OOl.llltV. 't'nU. SA 􀁥􀁾􀀮􀁯􀀠J[o. l,J12,..A, ,Q'l...s. exlI'Y' 07 J:IAtX".I.S
v. Mm!1IR Jt. X2JO&'1I, ft tIX. 􀁾􀀠􀁾􀁀􀁾􀁜N 􀁦􀁾􀁦􀁍􀁬􀁬􀁴􀀬􀀠\lad.,. CIVil' a:li4 :I.Il t1Io Ibo<ro G.taeribd Pl'OlHIn)" ¥U "ltd Ul t;bI. C1tr ot ,O;I.l.lu. 'l'2:1I: own. of iirtl4
propeny, bt.fo .l\ldo".on IJ!!iI 1I.!.4'U ch&ll u .... 􀁾np,t to C'ODUnIH _i.q. tM JIIlid_ of .dA eUl!llll:l:ilt tor tbt 􀁾􀀠... .. wt!J,oll i,1:! :b QI:IV bti:lc IN. md m. INcll otbtr
_ 􀁾􀁾.... thAt '" iJ'1!t JIIY 􀁾􀀮􀀱􀁲􀁴􀀠:to :IIIIU or •.t4 Pt'OP'nr 􀀱􀁮􀁾tlIiI riPt to tWl. I&1d. .lotleM:Ilt, 10 1001 ... H14 Ia'fI vm Mil h 􀀱􀁮􀁾􀀴􀀮􀁟􀁴􀀠vith tJw ri&M ot tbI
Citr of DJllu :ror i.I:I.oSr'I" .." tIP'll' m1 m tlw I'.\)jIirAtiao at1d 􀁾􀁉􀀻􀀢􀀠ot IdA. w.Wl' -..:!A. 􀁾zi.a.bt 􀁾􀀠tba O'IID..... 􀁾􀀠!Nao••sor. IIAl 1IlU1pIi to o••t.N!l1:! W. lIaitJ.bt.d.a
.. tailroM IJII,U' Qt' 􀀴􀀺􀁲􀀱􀁾􀀮􀀠Ml'Olt 1&1,4 ._nt .b.&ll Mt b4I !huG. to. tntorl_" with 'I:;M City or l)&.Un' 􀁾􀁦􀁴􀀢􀁣􀀺􀁑􀀠UI4 􀁾􀁾􀁣􀀮ot laiC w'tor md.!l. !the City or NJ,u
.b.Ul. act JMw tba ri;t;b.t to. teel or u¢lolM 1l&14 􀁾􀁴􀀮􀀠TO JU\VS AWO to U01Jl tU DOIft 9dCribrZ4 pNptnt \lAW 􀁾􀀮􀀠en,. of .call., tor.' tbI 􀁾􀁲􀀮􀁶􀁯... 􀁾...1ub.t"N provf.dll4.,
aM tbft utt! Clt,)1 ot 􀁾•••l\a.U 􀀦􀁬􀁾􀀠bavt the 􀁾􀀭􀁴􀁣􀁨􀁴􀀠to SO Upm thft lillie ,tar tlIl pU.rpolll or 􀁾􀁣􀀺􀁴􀁩􀁬􀀲􀁥􀀺􀀠at' rtpUrUig ut4 \latar 􀁾􀀮􀀠'ftJit..u IJCptIIlMI ill
tbI eon.. atrucUon tu14 􀁾􀁾􀁥􀀮ot ut4 wt.-r 'IIIa.I..I1 ehall b. 'Iklru by tDtt .Ud t:1t¥ 01' va.l1u, wt tht.t U. cond.knUCIQ harwb Rpl'tlultd np"',iIllU i\Ill _ Wqu.lW «adunt1on tor
the rlf,ht..ot'..wy Sl'Mt.ail, 108'ttbor 􀁲􀁩􀁾􀀠u,y IIAd ..u 􀁾􀀮tht.t. IMY bo ineUettt to the eautr\ll:t:l.= 144 il::urwl1.w t10n or .a.i<i 1IIIJ.l::I. 1(0tb.1ng 10 thl. OllQmllllt
.a...u lie <:w.t:r\wd. &II .. n:l.Vfl' 1):( t.I:Iv ¢I.t;y 41 hllu of v.y eoan4CUca r:h4.t-S-􀁾􀀠1IlIa:rg•• iapdn<t b)" 0 .... cU,IlIllU: Ol' tlwt C1I.utcl' 􀁾􀀠tb1t Cit.7 ot :DoU.l.aI.
til '1...􀁾􀀱􀁦􀁍􀁬􀀧􀁴􀁉􀁏􀁴􀀧􀁾􀀠vitA'" QU:t haA4o, t.,M. tho /ft"'AJ 􀁾􀁉􀁬􀀩􀀧􀀠or 􀁊􀁊􀁾􀀠,A.D., 1SI6o.V DEED VOl. 5380 
􀁾􀂷􀁬􀁉􀂷􀀮􀁡􀁬􀁊􀁏􀁾􀁰􀁵􀀮􀁴􀁥􀁤􀀠tlMt 01tr of Dcl.lu, ita lucoelUlon or UI1gn., th6 .p!4! 􀁍􀁃􀀢􀁾tar tat couatrucUon. ud .intl!llOlCClt or ..14 w.tcz _b 􀁾􀀧􀀬􀀬􀀺􀀬􀁷􀀭􀀻􀀻􀁢􀀺􀂷􀁾􀂷􀀦􀁾􀁥􀁥􀀮􀀠
to 'be CMltrueted on t.ba abCi'fct ...«meet !hall 'be 1I an Pla 6S5V-S40 ec.tu. 1l\.tbt c:tfioe f4 Dallu Cit:' ilat4.r Worka" . ':" ',' "'>"', D%'IlIlton ":"10 r.M%"'riJ. t_ thua.lft.#
tb.h' 􀁢􀁥􀁾􀀠or •••1gnltJ that :r16hv, alJ,'bJ.o'tl to t'*YiAN e4 t'PPX'OOftl. f>!t by tha 􀁓􀁾􀁴􀀧􀀱􀀱􀀺􀁬􀁴􀁡􀁮􀁤􀁵􀀺􀁴􀀠of u.. Wat.tt 􀁬􀀧􀁬􀀮􀁰􀁣􀁬􀀢􀁴􀁉􀁄􀁬􀁾􀁴􀀠ot tAt 0it)"n-u...,'
to nJ.l.rQ&4 ,pur tn.c:" ovar a:n.d aCl"OI!l8 tbe U.".a'\ un Qt pili .UGllOtlt vb.tch vUl not Olldt.n({IU· the than 􀁾eraction ot bulldinSa or ot&r '€1"UOtwu. or 110.....Iv hoIoIlbo
􀁾_ 􀁾..to tilt Cl17 cI DoIlu to> tho ...--h_W......... • ..u.k1 Cttr of J::JUSu Ib,d.h.&ft the rllht to JO vpan tilt ume tor th, t):UrpoIt af f'II)IIrilll uI<I •.•..•.__:....._..􀁟􀀮􀁾•...:..;"..-..
I10.\\..􀁾.......u.....__._ 'I'M' all.....-III tho_ , . '.....t.r'.u u &ad. 􀀦􀁾􀀢􀀺􀀮􀀮􀂷􀁮􀁾􀁉􀀡􀁟􀀮_______._... eJ ben btu,. 1M ""......,oI.tb..... Cit, Of:o.DM aDIllll lb, eouttaetIOIl
of aaJd.•.􀁾􀁾􀁾􀀡􀀧􀀭􀁬􀀡􀀡􀀧􀁟􀁾􀁟􀀮􀁾􀀮􀀮􀀡􀁾􀁾􀁾􀁾􀁟􀀠
􀁥􀀶􀁾􀀧􀀶••• 􀁾􀀲􀀮􀀰􀀰􀀠 !/r1\'11! qr 'flfIII\1 } l!IIOII' ilW; lim. 􀁮􀁾􀀠􀁾􀁾rWeN'!l!I COwn'Y or DALu.B 􀀴􀁾􀀠􀁾􀀮􀁷􀁭􀀮􀁵􀁭􀀮􀀮􀁾􀀮􀀬􀀦􀁮􀁩􀀡􀁦􀁴􀁬􀁦􀁕􀁬􀁬􀁪􀀬􀁾􀁟􀀺􀁬􀀧􀀮􀁴􀁥􀁴􀀺􀀺􀁭􀁲􀁡􀀧􀀧􀀧�
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•• h•._"__..._ •._ ...... """"" ........."._,,._...... In hud _.lit. ""lpl.I.lllcIIl. ....'"' _"'''''.... aall In (i;ItI.M."Uon 0( thtl .PtWl "M"ta t4 bt dtriv.d b1 Xif'lIrcptrt)', Mvef
􀁩􀀱􀀧􀁕􀁾􀀠and 􀁾􀁉􀁉􀁙􀁦􀀩􀀧􀀧􀀧􀀧􀀠ut.. th. cttt: of p.J1M.. mtlNtlpd 􀁃􀀺􀁃􀀱􀀧􀁬􀀧􀁍􀁬􀁾􀀮􀀡􀁉􀁬􀀠􀁾loy ih...􀁾􀁴􀁡d4 􀁾􀁾W1!iWl....'iYAI4 Ut. Ob' at DaIW, • MlJaiidp4 􀁾􀁕􀁯􀁡􀀮"
Nht.4f....,. IUIIltl\ 14 Ud AIoa.I the hu.iA&iu.dMcrlMl ptvl'Art1 tor 1M 􀁾􀀱􀁩􀁊􀀧􀁐􀁏􀁈􀀠ot.¢OlI.dt"lldlrlt' and maJatalDf&r • 􀁤􀁢􀀧􀁾􀁟..􀁟􀀮􀀬􀀮􀀺􀁾􀁾􀀮􀀡􀀱􀀭􀀬􀀮􀀡􀁦􀀺􀁙􀁴􀁟􀁾􀀮􀀡􀀧􀁒􀁗􀀮􀀡􀀮􀁾
􀁩􀀡􀀧..............._____ __MId 􀁊􀀡􀁾􀁾􀁴􀀮􀁤u. 14&ft. to.witt lJe_ ...trip 0:: lM4 15 􀁴􀁴􀁾􀀠1lI I(W';l:I. b7 .. » ... 􀁟􀁗􀁾􀁾􀁦􀁯􀀠ft. iI:! 􀁬􀁥􀁾􀀠eff: tM -ntt:'o north 1140 flit
that eu"t..1D lot, tfaot or 􀁾􀁤of l.tuut 􀁾au \MillS tttuatd U! tM c:oua.t1 of tIilU&. 􀁾eta" of -r.xal...... 'HiD/I 􀁣􀁾􀁮􀀮􀀢􀀠ot t'Wo t.tJoil::!ins tNcu aut \If • 􀁾craok 􀁡􀁾􀀺􀁲􀀬􀀠.1'!:1.t:.
326. QG4 o(ll:lt.a.1.c1c, ttu<•• tiltH« ell tha ota.J' tvo tue., . u ...J.Dg iii 􀁯􀁯􀀮􀁊􀀺􀁉􀁾􀁤􀀠rNlitap ot 􀀧􀁬􀀾􀁰􀁾􀁟􀁴􀀮􀁬􀂥􀀠:ilSk t ... _l,cq th. 1ll!Irt1S .14e o-e D,U L1ne:
110-.4 'lH1I1wl1Jtg 601.6 !t. ,'ltH!.f t.\QeS tl:I.I; earill. rta;b. .... af.vu .uu of l!Ielt t.i.Ilo RoId ta-Olll th. clat-rl..f.l!;. ot Doolay BaM/••td tr.cu u:t.Ad1=4 tYe:l Solt;
L1na 80&11 􀁬􀁬􀁏􀁬􀀢􀁴􀁨􀀴􀁲􀁾􀀠to the St. Loo.d,_ Southvutem p.aU!'oad. lU.pt...;t..wat aM be1fl.g tbst 􀁣􀁾􀁩􀀢􀁴􀀴􀀱􀁮􀀠􀁾􀁲􀁴􀁹􀀠􀁤􀀮􀀧􀁬􀀼􀀺􀁲􀁾􀁤􀀮􀀠II 'l'raat. 1 &0 2 ccmV!ltl:d
to ,;:rAtltOl'l h"f4;ilI 'bt HI.t't f!I. 'lin", ItL4l1pead.at !.X1t-• 􀁏􀁜􀁉􀁖􀁾􀀠ot tbe Z.t.t. ot \lURa H. '11110', 􀀴􀀱􀁾􀀢􀀱􀀴􀁾􀀠1:i)' I diad datld J'ulf ::!!, 19", recan:04 1a Vol.
43lR:,hp 540. Doted .Recordl ot Dal.l.t\1 11000tY, 􀀧􀀱􀀧􀀦􀁲􀀺􀁉􀁉􀀧􀁾􀀠IIU: U ttl .&1115.,,11:11 1:1Il.g .outb. t4. LdJu..at W 􀁾􀁕􀁤􀀠to 􀁾north JlI'O:Pt:rtt 11M of u1411tov.tf't)'1
SUIt bil1ng 􀁾10000ta .uu ot the St. 1.0'.L11 Southv.,t.'L"D n..U!'tlld .Ri.Sbt..otoM'Y, dXtoM1II.I boat t:h$I • "'_It f'1'Ot'4ri.,. U'" 1')1 _&10 􀁦􀁉􀁬􀀧􀀴􀁾􀁗􀁾􀀠.QOII l,fU,1I 􀀧􀀢􀁾􀁏􀁊􀁬􀀮􀁩􀁉􀁉
􀀪􀁨􀀺􀁵􀁲􀀠&02 tt. Olat !1f lin! ",nUc1 to tilt 􀁥􀁬􀁴􀁮􀁴􀀮􀁾􀁬􀁩􀁮􀁥􀀠of Dcoh)' RoU, ...tnl.:7 A 􀁤􀁦􀀮􀁉􀁊􀁾􀀢􀁥􀀺􀁏􀀧􀀠0'1 4PPt'Old.lllta}J' 2& n, to th.. enPi'fIPiIl'k)f liM of
I.u, :Dr*rl7, h"be the eut 􀀺􀁬􀀩􀁲􀀰􀀱􀀩􀁏􀀮􀁦􀀧􀁴􀁾􀀠llil Or nU 'lYJIGt tro. at 􀁾􀁲􀁴􀀠111 i!l!o gr,ictsd tbo Cit: fit 􀁾􀀮􀀱􀀬􀁬􀀮􀁴􀀢􀀠i'll. 11.\C40UOn Or lad"", tho 􀁴􀀮􀀱􀁾􀁯􀁬􀀧􀁬􀀢􀁲􀀬􀀮􀀠"0
1'kl.n; IDicO neOli.llrt tor 1M CQI'lItn4t:l.oa 1lJ'I4 lMmk,uu'l.';' or '!!l;t,d ntal' _in and. r.PPIII',.u,I\G.... '!'he Yator _&:I N4 􀀮􀁾􀁲􀀻􀀮􀁱􀀨􀁬􀁬􀁴􀀮􀀠to \:I, f:Mltruotfl1 Oli
th. &boY' da.'Nnt U&ll bot u .bow OC l"1Ml ®;li..,1;Q ou tUe 1:1 th4 QtttC:41 Ot' ».u.. iH.t¥ WaWr 1oIC)n. Orator. MreUl ,l"t"l"'I'9 􀁴􀁾􀀠tb,f...lYu, 􀁾􀀡􀀮􀀮􀁴􀀧􀀠hdra Ol' 41!!1ip41,
t:a. :r:4sht, nlbJaat te 1"Oy:lsy ILUll approval Of plq. by b SupoIill'1:I\.,jt\.t r4 tbt y.t.l' 'Dotprbmll rd th6 Uty Of DalJ..M, We 􀀨􀁉􀁾􀁾􀀱􀀺􀀧􀀰􀀦􀁾􀀴􀀱􀀠and 􀁲􀀮􀁾.pur tHen OVU'
.n4 aertKIl th. NI41Nat h!:tt<liU gI'IIttitll aud to MkI 'n)' Qthor UfO: at &14 ......M h " atlt ew • :::J ..,.ur l1li111 IlOMt'r'UCt4l1 tbn".;..n, Gthu tMll lJ erQQ of 'QUi ing4 Qr
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􀀧􀁾􀁦􀀺􀁾􀀺􀁾􀁾􀁦􀀧􀀺􀁾􀀧􀀺􀁾􀀬􀀧􀁾􀀧􀁾􀁦􀀧􀁄􀁄􀁩􀀮􀀺􀁾'Dift. of tM Qatm,tJ' Qf D&1..1Jt., ] . ta.•caa1iaftUOlil of tba ..Of !t1tM 􀁾􀀧􀀪􀀳􀀱􀀩􀀺􀀩􀀮􀁯􀁯􀀩􀀠􀁾" . ·.. 􀁾􀀬􀂷􀂷􀁾􀀻􀁩􀁗􀀠􀀬􀁵􀀮􀀻􀀮􀁾�
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n. 􀀱􀁡􀀮􀀮􀁵􀁾􀀠'q 􀀲􀀹􀁔􀁾􀀱􀀠ft. 􀁾􀁾ott,_ gUN 􀁾􀀠.iM Of tbat 􀁾􀁾􀁾10\. 􀁾􀀮Of 􀁾􀁬of lM4 l:UI: uI 'llei.Bc .t_w ill t.b. 􀁣􀁾􀀧r4 hl1aI &It4 8t.1II or fuu, .... 'MUll to vui. Of
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1ta 􀁾•.on o:r ....1p.a) & 􀁾􀀺􀁶􀁩􀀧􀀠'j , . " .' 
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tl:i&' ..... w 'e-....I to Mil w.u.r 'W>ll u a 􀀢􀀮􀁾􀁴􀀠01 toW 􀁾􀁴􀁡􀁬􀀮􀁜􀁁􀁴􀁴􀁩􀁬􀁬􀁬􀀠􀁾􀀠•..u 􀁟􀁾....1a. 􀀧􀁾􀀠􀁢􀁴􀀮􀁾􀀠oM to 􀁾wa&n 401el'1\U!a 􀁾..te IN Clt:1 OIl hllu'fer
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t'l:Illarat M"1IAtt 􀁃􀁉􀁾􀁕􀀮􀀮􀀬􀀮􀀮􀀮􀁴􀁣􀁊􀁉􀀠􀁲􀁾􀀠\!:II 􀁉􀀧􀁾􀁩. " -. i1t<tlQ.1 srut.tt,' WIt\lltl' 􀁙􀀱􀁾􀀠lIi!Q' 1M e.U 􀁴􀁾Aot Ipn1t1cal.l:t Mtl'iORH DoTt 􀁾􀀻􀀠=: ';':) 􀀽􀀱􀀡􀁾􀁾􀀠'tll'
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􀁾􀀧􀀢􀀠or 􀁇􀁾􀀺􀁲􀀠'w... 􀁾􀀢􀀢\07 􀁯􀁲􀁩􀁾􀀬􀀠tW tkt ebartAJ' of 􀁾C!i1q' 'ct kliu. DEED VOL 5180 
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OOU.ttrY·OF DALLAS in 'l.11l.I ttlrn.lIu CoItAV, Tu.u. tit! 􀁴􀁨􀁍􀁤􀁡􀀬􀀮􀁾􀀠!'/􀂷􀁾􀀺􀁲􀀺􀁬􀁴􀁴􀁬􀁾􀀢􀀱􀁦􀀡􀀧􀁉􀁈􀁾􀀱􀁬...l:!eIZS____...."......􀀬􀁾􀀮􀁯􀁴􀀢􀀢􀀢􀁎....t:l"»<IIIQl;U,....,.,,.___,..__
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or . 􀀨􀁬􀀺􀁴􀁮􀁴􀀮􀁾􀁲􀀬􀁬􀀠.• It. n. I!I, ' . • ' 􀀺􀀮􀁜􀀨􀀬􀁾􀀧􀁭􀀠')j 1010111117 }tllbU.. ln .."II r{lr IAUnl TilE STATE OF TEXAS } JC»()W AL.l. "'tN IY THE'! PR1tSCNTSrCOUNTY OF
DALLA5 , ThAt.......W, .. 'mJg' I 􀀡􀀱􀀹􀁾'bl I5l !if-""1.9-tbI _"U 􀁰􀁲􀁯􀁐􀁴􀁾􀁾􀁾􀀮lao pb" 􀁾􀀬􀀠of tht: County 􀁉􀀩􀀡􀁾ahl1 8tat.e tlC1'au, In et>1I,d4u'.U(ltl oC the 􀁵􀁾􀁭gi'•
CD' 􀀥􀀡􀀡􀁘􀁉􀀡􀁗􀀡􀀩􀀰􀁾􀁊􀁄􀁴􀁊􀁉􀁄􀁄􀁄􀀠':En! AD woh.{JtO ............................... 1l0LLAna to me_tn hand paid. thi.J'letlpt of whIM 11 btrtbr wrurwltdpd. Ind: in can.Mud.!DIt
01 tilt '1*1&.1 be!'llnll to bt dttfvtd by my.-property, hi" I1Iftted tnd e'Cftvt,Yfd unte Iitt Cfty§l D.UtI,aIllUJlklPlI.eortmIUIIII, nd by tbw snant. do JHlIt and convt1 ulrt4 fltt
City or DaIIu. • municIpal Ilorpontle. " rl,hMf..wq !lndar. In and alena: tile l\jNll!Jttu dutti1C flrcperty tor the ,"U,IOM oC 􀁥􀁯􀁮􀁾􀁮􀁡and maln....lnln« a 􀁾􀁬􀀱􀀠" 􀀺􀀺􀁾􀀽􀀽􀁾􀀷􀀺􀀺􀁾􀁦􀁴􀁾􀁾�
�􀁾􀀭􀀭􀁾􀀮􀁾􀁾..--------------".i MId ptOlWlriy dumbed ;u.loUows. t,o-wll: ' J.:l.I:Ic a .t:r'!# Of lU4 30 n.. iIl.uib. 0'fU', 'lIIDkl" ... U2'M' _" OflrMa :J..ft, ....... Jllud of
.1.tA4 .2.:r£nc lid k_.:1."'-" II, "" IJODt;T of JIa.11u .. \It_.'''''to of tlBI.... 'il'ttn fit l.MI. Gootllia1q 􀀧􀁾􀁊􀁩􀁲"'1...,., M 􀁾tM h't'U 􀁾iItIrY'Q'. 'Nt. HJ aM V. I. nt,..."..,.,
J.bl•• 160), lrlaa: 01 bnIl.u... of ibe n. """, 'oa*"tlwm Mf1rtN. lIiglit-or-w.,., H1IlI bou:a4H on b .D'!lib 'Itf ,.1, .L.lDI .... IDI CII 1M ..., 1:1 »oo1t7 JloI.I. I.!liIl Mi,q tat
0!:M&1a 􀀧􀁐􀁏􀁐􀁴􀁾􀀠eoa.,.,."a to V. I. TeA1'7 '17 .. "'I ....... Ictn1I1Mr 1, 19"0"1', " ",caK 1: '01. 􀁾􀁬􀀬􀀠,... m, llNtl l\tdC1t"41 0'1 D&l.lN OINa'7, 'I'UU, Nil4 )0 ft, ......,
,.vi.» bl'I'$.DC • oatw%' llDI l11:ar 65.0 tit .ath 0: 10M MD'kl' llM at 􀁉􀀡􀁉􀀮􀁾􀀠Loo.1I ICNtbWt'ill'!l 􀁾􀁾􀀮􀀮􀁷􀀮􀀬􀀮􀀠CI4 be1q"" 􀁾􀀱􀀺dlloZ'iMt .. 􀁴􀁾􀀱􀀠'''-., ..."" Ia till
_. _tV !..lot ., IOU _riI", ... Mill __ 􀁾n..." Of ... ,.,.u.1J!!loo .... u.. " _ kTU iI!IIl'Il_, ..III !'fla' MiJIC 1006"" • 􀁾􀀱􀁍􀁃􀁉􀀺􀀠ct Vl'y., 1'. Ml'i:;hvl1 altai ida )1'0/11>1""
a.tlW "'-tu faM.,.. ..cUC:l 􀁮􀁾'\bit 􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀻􀁲􀀠11M of Jalt lJ.DI lttIMj !bI1:IoOtI t:rc. tbI paut of 􀁾􀁉.outll 􀀸􀀹􀂷􀁾􀀮􀀠lut, & C1H&ao« ttl 1128 ft. i.O. 􀁰􀁡􀁴􀁡􀁾􀀠ta
tM ....1; JIr'OlIHV 111:>1 ot A1j 􀁾...... M1ll.l1M ...t 􀁾􀁴􀀭􀁥􀁴􀁾􀀠:u... ot 1Iooh:r :ao...t, A1J. point bola, loct.w. _ U.aiUca cr.15:0 n.. .«lUllr1: &1001 • .:L4 ....t :propa1"t7
l.i!:IiI t:rc. _ .outh :u... ot St. :Laa$.t! fJOa\bIrMf;.%'Il 􀁾􀀠It.1.,sbt-at4l'&1_ ftlI;JIl U al.Ic stU"" -u.. Clt:;r of Z»l.l.u, 1ta· AllOIl..... 􀁾􀀠u.:LpI, the 􀁴􀀮􀁾Yftkiq"QIWI
􀁾tet' 'iM COIIIII\:nIet.te. __ill:tnaaC'lt 􀁾􀀠• .:L4 _w%' -.a .... 􀁾• . 1M 'Nt«, Wli1t CI4 .ljpGU; MMV. ;.0 tNt caltnwatarC .. -u.. aban '.....-zIt IIha.U " ... iIhOft I:a nu. 􀀶􀁂􀀢􀁾􀁾􀀮􀁊􀀠m-..
.t&;& 6, 23 CIA tU.t 1:4 tM ot:r1Ct or lla,lJ.M 1111:7 V_. von... 'ftCto%' .,.iIl ftMl'n' tOt' 􀁾􀁬􀁴􀀬􀀠lWI lttSl'C .. ''1••1pI:, 1M 􀁾􀁉nbJafM: ;:.0 1'lT1..-_ 􀁾of plMj: b7 the ,8qwr1:1tadt:at
ttl the Vatal" 􀁮􀀮􀁾􀁬􀁬􀁴􀀠ct the Cit:;r of J:lra.'l.laII, to 􀁾􀁕􀁜􀀡􀀮􀀧􀁴􀀠􀁾mer .. 􀁾qm' 1::n.ckI aGro.. 􀁾loqitMiul,1f IIloec the ..... _, btftta eratarC, 􀁾AIiIll lq1t'IIIJ.WJ.
tftoaD 􀁾ItO", N ....1' t.t. _tu -.u, a!IIl i.O ..., .u.r .... of -.u ...-.1I'lt.talt Will .n -'-cD' 1M 􀁾.sa 􀁃􀁴􀁉􀁕􀁾􀀠tbltNia, ot.hn' tlrM tM 􀁾of 􀁾_ 􀁾􀁴􀀢􀀠nroe..... .. '. '.
1 DEED VOL 5225 /J/O;{ 
􀁴􀁬􀁮􀁾􀀠III Tut'mOl'T 􀁗􀁮􀀬􀁾􀀻􀁬􀁲􀁉􀁴􀁴􀁬􀁴􀁊􀀡􀁬􀁾􀁮􀁾􀁴􀁨􀁩􀁾􀀧􀁴􀁨􀀬􀀠)J.Ui "14, Df 1iJ'!!!!t, D,l.Jt ' 􀀧􀁾􀁻􀀬􀁾􀀧,Af'PI'01"I'iI!_wr-.: 􀀻􀁾􀀴􀀴􀁩􀀧􀁾􀁢. 􀁾􀁾􀀱􀀭. . /'.7 􀁩􀁬􀁰􀁾􀁾􀀧􀁁􀀧􀁾
􀀧􀁦􀁲􀀭􀀻􀀻􀀷􀀺􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭aTAT'!!: OP TEXAS } 􀁳􀀮􀁴􀁴􀁬􀀢􀁮􀀧􀁬􀀮􀀢􀀮􀀬􀁟􀀮􀁾􀀬􀁾􀁾􀀮􀁟􀀮􀁾􀁟􀁴􀁮􀁾.....􀁾______􀁾􀀬..􀁾... No4:artr.wr. COUNT'l OF DALLAS mand I/!I? n.n.u 􀁾􀁢􀀧􀀮􀀠Tau.
(Ill thllDt 􀁾􀀠􀀬􀁰􀁊􀁩􀁇􀁬􀁾􀀢􀁟􀁐􀀮􀀢􀀢􀀺􀀢􀁬􀁉􀀧􀀬􀀬...n:J..􀁘􀁾􀀢􀀢􀀢􀀢􀁾􀀢􀀢􀀺􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁍􀁟􀀧􀀧􀀧􀀧􀀧􀀧􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀺􀀢􀀧􀁍􀀢􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁍􀁾􀀧􀀧􀀮􀀧􀀧􀀧�
�􀀧􀁟􀀧􀀧􀀧􀀧􀀧􀀺􀀺􀀻􀀧􀀧􀀧􀀧􀀧􀁍􀀧􀀧􀁟􀀧􀀬􀀢􀀧􀁟􀀧􀀺􀀧􀀧􀁟􀀠..""' .. 􀁾..." W r"';",,,Wh'" 􀀢􀀢􀀢􀀢􀀬􀀬􀀬􀁾􀁟•.w.,,;,,,,, 􀀢􀀧􀁩􀁾􀀢􀀢􀀢􀀢􀀢.d,.d ttl 1M tMt M Mt6I!utld tile Wt'lll
fM' tl!t 􀁾!Dd 􀁾􀁕􀁬􀀺􀁾􀀮􀁾􀀠􀁃􀁉􀀢􀀧􀁾􀁾􀀺􀁾􀀺􀁾􀀻􀀻􀀢􀀠"'d .... oj '.,.,.Ill... 􀀬􀀬􀁾􀁪􀀮􀁌􀁾􀀺􀀻􀁾," :"', ..􀁾",lQ,; ",:9"': ,,' "''',: \ " , ' ':i;' ". ' 􀀢􀁍􀁭􀁵􀁟􀁾􀁯􀁬􀁬􀁬􀀬􀁾􀀮􀀺􀁴􀁾􀀮􀀯􀁾
􀁾........v 􀀱􀁟􀁾..... ' ", ,", • olal'rPI:I It lot ntr,TuN. 􀀬􀁾􀀧􀀢􀀠,'. ',:.232930•• THE STATE OF TElWl } }[NOW AU M&N BY f8£.S& PR£SEN'!'S.:COUNTY OF DALLAS , .u J!Il'J.'I:I:b ...
m 􀁾.n J.i* "" NI' "",""ft'·YI,.,.. """' ...􀀡􀁾􀀠Thrl .... , I pr!pIrll c...u,1.ldM ... J\!t'! fI!t tJIU' 􀀪􀁾􀀠, ' of t.bo Colllltr of llsllMO IUId 5tat1: c! 􀁾In $<IIL8l4fltatfan
Qf U. '11m vt _." 􀁾􀀺􀁟􀀧􀀠;, cg f!'!It'!lI\$,D (;'••00) .. • rX:UJ••UI v:II ., • JllR/L1I III lund paid, thu'Olpt cf .1I1l'1I b hll"bJ WcflO'Wlfdp/!, I;lId il'l 􀁾􀁮of the rp«llal
benfftt. lD be l!nJ,.d by .lburJI!'OPd"tY, Ju.". rnukMi mI 􀁥􀁯􀁬􀀧􀁬􀁾􀀠WIlD th!:! CIty of DAlIu, l1'mllMlsW o;rJImItiQ", a1Id by tMM 􀁾􀁢do-/J'l"Qt add 􀁾lUlU tM Clt:r 04 DallM. •
􀁭􀁬􀁬􀁕􀁜􀁊􀁯􀁩􀁾􀀠ciol"PllritJcc•• rirhWf • ..,., IUldv. 1ft and aIOIll:' the 􀁨􀁾􀁲dflKlib.fl'!?PtJ'tT tar the 􀁾ofc6attrckti1ll:' aDd nWl'lt.atlIlqA cltr, 'DtotfwaWUN" tam -.,'t,.'"
" I&IdJII"G9UtTOM.e:rflMufoUowt.:lDo:-«=, ': ,,," .... :-:::' 􀀺􀁾􀀬􀀬􀁾􀀮􀁾􀀬􀀻􀀠',,I I , ' 1 DE E 0 VOL 5225 
CD "CIW" lID JJJmBD in IghooC,*J.Ii,oct.(Ql ............ : .............. DOLLARS to _/111 In hAnd plld,JItJ receipt of "hleb II ht"b1 lCilnO"'l'ledred••nd In 􀁃􀀺􀁏􀁬􀁬􀀮􀁬􀁬􀁤􀀮􀁾􀁴􀁬􀁯􀁰􀀠of
UM apeer., benel!.ta to lit 􀁤􀁾􀁲􀁬􀁶􀁥􀁤􀀠by r-.fii propert,. han IfSnW and 􀁥􀁯􀁮􀀢􀀩􀀧􀁾􀀠unto the City of Dallu,a mli.nlelpal COrpoflltlOn, 11m:! b)' Ulott prutnt.li 40 11In\ M4
COli'" \Into u.. 􀁃􀁉􀁾􀀠of O"Iiu, • !nullialpal COrpcMlUOlI, I ril!'h,"", • ."q lind", In «lid 110111 tht hmlnlncr 􀀴􀁲􀁷􀀺􀀺􀁾􀁢􀀡􀀡􀁉􀀠,roptrlr (or tItt 􀁉􀀡􀁜􀁉􀁾􀁾􀁦􀀠􀁾􀁮􀀢􀁾􀁉􀀡􀀧􀀠􀁾􀀢􀁤􀀠􀁉�
�􀀡􀁉􀀨􀁴􀀮􀁊􀀢􀁴􀀮􀁩􀁊􀀮􀁉􀁴􀁉􀁾􀀮􀀠de, . 'M* -.b -..i .I.!?'!G" .... • ...., J51d 􀁐􀁉􀀧􀁉􀁉􀁾􀀠daarlbtd 15 lollcn. to.'lritl I.US • ,,'trip of 􀁾30 tI. h 'l'UtIr. ft'I:Z', "r....
Ml'lMi """oil 􀁾1M) ....... pr.wHl" 1eD:I .tr...!41 uI.. ni.DS .i_W sa \\I 􀁾􀀮􀀬􀀮􀀠., l!!J.lY 􀁾􀀮􀁾􀁗􀀱􀀠lit 􀁾􀀮􀁨􀁾􀁾􀀠􀁾.. ., laM! IItIlSll.i.J,!f 􀁾􀀮􀀬􀀠"""" "" ", .. JlY.U.
Mr!n 1Ir'rwr,::::. ,.,. 􀁾III 􀁾Ii""" .,􀁾At. LoaI 􀀮􀁾􀁾􀀮􀁴􀀭􀁴􀁮􀁩􀀠Ia£ltoaj 􀁊􀁉􀁾􀁾􀀮􀀮􀁷􀁾􀀬􀀠'MIJ!I _ .......􀁉􀁾􀁾...2.. WM ICiId ... !!om, ...... 11M _ .............1t • .,
tI...., '" ... -.IlAl ......... UM at ",,14 Darte 􀁷􀀬􀀮􀁾􀀠9vTq, ... boiS. i:¥" ..n.u. 􀁾􀁮􀀺􀁲d_""'" \0 :r.. f.. J,tUilA tIW Lni2l1N "'................ ".... 30, ,"" _ ..... IA M..
"11. _ lS', ........... at JIoJ.I.u . Oaa't7, 􀁾􀀢􀁊􀀠.IdA. 30 ft........." ld'i'UI • .,... liM 􀁾Q!.o ft. IfMtla Of aM 'I.!U&11a1 to tbe outer liM af 811. Lode Bmatbll!llto.na b1lzos4
􀁾􀁩􀀭􀁵􀁴􀀭􀀡􀁬􀁁􀀱􀀮􀀠u4 NiDI _" PlrMinllrJ.f ....􀁲􀁩􀁾􀀠.. tollClftll l.d!uWIr .11 • .P01I.l .1a b ..... proparq lJ,., tit esSI. 􀁾􀁲􀁱􀀬􀀠_ -ill __ .... propert,r 1.1DII rJr • traG,
or l-c oned b,. MI.:r: J'.l.4I!AIl IlII4 􀁾BV'au, NId 􀁾􀀱􀁡􀁉􀀧􀀠􀀮􀁾􀁴􀀮􀁬􀀺􀁲􀀱􀀵􀀶􀀧􀀠f1l. y.., fit U4 􀁾􀀱to tM .." U. 􀁾􀀠..u J/iIoTU. w,.n ........., • .au 􀁾;pom'f 􀁾􀀱􀁡􀁉􀀧􀀠l.coaW4
" f,l.l.... fit 'lJU.8 ,... ••􀁾􀀱􀁬􀀱􀀱􀁯􀁱􀀠MU 0_ 􀁰􀁲􀁯􀁰􀀮􀁾􀀠1.1DII :rw. 1...., 􀀺􀁬􀁁􀁾􀁴􀀮􀁴􀀮􀀭v.LUt 'tbe GItotb u... 61 I&1ol kw:l..t MJi'" 1vw7, _ 1NI:L»a tbe c_ter u... fit
'.1, I.1DIf Row. '!bmoo he. th8 poUt at 􀀮􀀮􀀮􀀬􀁾􀀠!brUt. W"-' last, a 􀀴􀀱􀁡􀁾􀀠or 􀁵􀀶􀀳􀀮􀁾􀀠t1I. 110 I pamt: fa tht I:&.It properl7 1.1111 of ...u p:rop&rt:J' • 4utu.c.l at 􀀶􀀹􀀰􀀮􀁾􀀠tt.
lIonbu'll IIlaq -u pz'GJIIIrlJ' 11M, pr04Q;114 aOlltMrll, hw. b II.CII'th 􀁲􀁩􀀦􀁢􀁾􀁾􀀠􀁾1.1' I.1lI.I Read. rQere 1a WO 􀁉􀀥􀀧􀁍􀁾􀀠'tbI 0110' 􀁾􀁾􀀢􀀠ly I_ot,.or. =-.lIip.I, b 􀁾wwlWlc
QU. DoIO.'1U1 tID:' tM .0000.....Uoa. NId -.at.....o. or MU _tel' .w.a IIIkI 􀀮􀁾􀀮􀀠n. _tv a1II azd apl'W 1'-.. 'to 'OtI ooutn.cW 011 tbI aboTe ___, aball. 􀁾􀀠.. al!.ow:a. 011. PlAZII
􀀶􀀸􀀵􀀱􀀱􀀧􀁾􀁏􀀬􀀠BIIHtI 21 • 22, .ca f1la 1JI. tbI ott1.ce fit Dall.u a1tr Vatv VCll'U. QN.DtoI'I h.tre1Jl. n.H:l"n tar 1aIaH11'n, '*11" tle1rs or "'i&U, t:b.I r19.i, 􀀱􀁜􀁉􀁬􀁉􀁾􀁬􀁡􀁩􀀠W
renU4 .IpprOftl. of pl..a.u '07 tbe hptiz1..D.'teMa, ot b Va1:e.r 􀁄􀁴􀁾􀀬at b 01tr of lalla., .. ecuVllat: rcM!f&JI 0ftI' 1M ra1ll'Q14 JPI'l' tract. HZ'O.15 lid 1Qq1tu4f.D&ll.7 IIl..aq
b .....1:1, biND fP'&IIt.l4. ).'II'cm.d1ld loch 1oq1W41D1 trKt. eb:lU not 􀁾􀀠4Tn' '!;1M ....􀁾􀁲􀀠.f.a, IIIkI 'to IIU:e u:r other UI of 1&14 IUC!lmfi -.tIiGb Y1ll. l:Iot nAaDe;P' tM
....tel' 􀁾,,,,,,,'trIMW tMnf.a, oQlr 'U!aD 􀁾tAOtiga 􀁾l\&1l4J.qI rn 91iHr 􀁉􀀡􀁾􀁷􀁮􀀬􀀮􀀠TO HAVE AND TO HOLD Ih••bov. 􀁤􀀮􀁾􀁲􀁬􀁢􀁬􀁤􀀠􀁰􀁾􀁡􀁰􀀬􀁲􀁴􀁹􀀠unto the CItY or D.IL.. tor
Ih. DurllOUI 􀁨􀁾􀁲􀀬􀁬􀁮􀀮􀀠b.tar. provided, and lb ...14 CUy of D.ILII.h.11 .1.10 hlY, th. rfltht 10'0 upon the lime COIlhl purPQ'f 01 1",l*lInll' or rlP.lrin, ..Id "tAp -$A 􀁾􀀡􀀮􀀮___
1i!Idg n." III IIIp<ln... In lb, cgnatrllcllon lind 􀁭􀁬􀁬􀁮􀁴􀁬􀁮􀁡􀁮􀁾􀀮􀀠of ,,14-.B.tor .Sa M4 QJUrtexuu􀀭􀀭􀀭􀁾••--.. __.hlll lit born, bl" th. uld (,jill" ot Oa\\a_, bUllhat th.
􀁣􀁡􀁮􀀬􀁲􀁤􀁾􀁲􀁡􀁕􀁡􀁮􀀠h.nln ",pnl.&lld npn..nt.l lull and 􀀱􀀴􀁾􀁜􀁬􀁡􀁴􀁴􀀠cCln_idullion f.r th. ,I.hHI,wlY II'ranled, tall'othGr with IllY In4 all dlmall''' th., mlY Iw 'nold,n'
to tho eanltructian and In,talliltion or ..Id Jllllln, Nalhh.1I' In thl.....mlnt ,hili bOIl COl'lItrb-.ci u a w-:lll'lr bl" th. Clb' I)t Dall.. or 􀀮􀁾􀀠COM-.!IIan chllrn chllrn or charrll
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Timeline -Discussions w /DWU 02/12/99 -Letter from GBW to DWU regaxding proposed Arapaho alignment being 10feet inside DWU's easement. 03/15/99 -Meeting minutes from a meeting between
HNTB and Town ofAddison staff conceming project. John Baumgartner stated "still working w /DWU on easement". 03/24/99 -Telephone Record between C. Sylo and Jim Pierce. 04/22/99 -Notes
from meeting between C. Sylo, Kelsey Johnston, and Bruce Grantham. 04/22/99 -Letter from HNTB to Town ofAddison discussing alignment options for Arapaho. Mentions having a positive response
from D\VU regaxding the technically preferred alignment. 9/11/02 -Fax from HNTB to Hamid Baha showing 60" waterline and Arapaho alignment 9/25/02 -phone call to Baha -said he would look
into it an get back with us. 9/26/02 -fax to Michael Fay -concerns about 60" water line and request to have it potholed 10/15/02 -fax from DWU to HNTB (E.Steitle)-field notes on potholing that had been done 10/15/02 -phone call with DWU and HNTB (E. Steitle) regaxding staking potholes 10/16/02 -fax from DWU to HNTB (E.Steide) -more field notes
on potholing that had been done . 10/21/02 -phone call with DWU and HNTB (E. Steide}regaxdingpothole locations and valve. 10/23/02 -phone call with D\VU and HNTB (E. Steitle) concerns
about bridge design and rescheduling the meeting until 10/30/02 10/30/02 -meeting at Addison Service Centerw/town ofAddison OP, sq, HNTB ODH, LM, ]SN, DB), URS (CH) and DWU (E. Steitle,
Randy Nelson, Steve Hardy and Shane Craft)-discussed ,,,aterline issues. proximity ofwaterline to retaining wall-soldier piles might be needed for a stretch -would need min 3-foot clear
ofwaterline line will need to be replaced eventoally -4O-years old now' showed roll plot of alignment and proximity to the 60" water line. Illustrations were dra,vn on dry erase boards
showing road retaining walls 8 to 10 feet clear of waterline. 11/15/02 Phone call from DWU to HNTB regaxding DART access to 60" 􀁷􀁾􀁴􀁥􀁲􀁬􀁩􀁮􀁥􀀮􀀠Dart said it wouldn't be a problem
and DART would allow heavy equipment wlin 25-feet of the rail line. Problem could arise in the future ifDART increases the service capacity along that line by adding another rmoad track,
although there are no plans for that at the moment. 12/11/02 -Dallas city council authorizes the selling ofa street easement along the Arapaho Road alignment 12/12/02 -meeting at HNTB's
office w /JH,JSN, CH, E. Steitle, Erling Holey and Steve Hardy to discuss sidewalk encroaching on DWU's easement HNTB proposed a removable sidewalk where the side walk is elevated in
case they need to get in for repairs. 
moving the thrust block in so that it was not over the 60" pipe and not straddling it Cliff presented two options for the thrust block locations. The first was to move the arch inside
of the sidewalk and obtain the 3-foot clearance desired by OWU. The second was to straddle the 60" pipe with drilled shafts. OWU did not like the second option but were alright with
the first one. OWU stated they saw they had 2 options o Not move the pipe at all and leave it where it is o Replace the 60" w /an 84" prior to the construction of the road/bridge. H1NB
to do the design in conjunction w./the bridge. Cost approx 1.5 million: could get out of the emergency fund if needed. JOH asked 2 questions . o Could the line be constructed before
the road WaS built? -OWU response was that if HNTB could design it in the next three months then the construction time wouldn't be a problem. o Oid OWU have the money to have it designed
and built OWU's response was tha t the money could be taken from an emergency fund if necessary. I quick estimate was that it would cost approximately 1.5 million and that was doable.
01/09/03 -meeting w /Town (Luke Jalbert), HNTB (ferry Holder), URS (Cliff Hall), and OWU (Erlin Holey, Erick Stietle, and Tonia Lichtenberg). OWU presented the only 2 "acceptable" alternatives
they would offer. o Move the road south to get out ofthe 30-foot easement • OWU was told that this would involve buying additional ROWand demolishing existing building and it was an
unacceptable alternative. o Relocate the 60" to another location. OWU to pay for engineering. Addison to pay for construction. Two locations discussed: • In front of Charter Furniture
• A completely new and unknown location. HNTB pointed out there would be 20 feet between the north easement line and the roadway. OWU stated this was not enough room to work on the pipeline.
It was pointed out to them that they only had a 15 foot easement on the 􀁥􀁡􀁾􀁴􀀠side ofMidway. 01115/03 Email from Mike Murphy to Randy Stalnaker expressing concern with change ofcotIrSe.
01117/03 -Meeting with Mastec to discuss Maintenance problems in regards to the bridge They assured us that in the worst case scenario they would be able to repair a leak in 12 hours.
1121/03 Meeting w/Town (Luke Jalbert, Mike Murphy, Steve Chutchlan, Jim Pierce), HNTB (ferry Holder), URS (Cliff Hall), and OWU (Erlin Holey, Erick Stietle, and Randy Stalnaker) The
Town presented there ideas to protect the bridge, and allow OWU to maintain there line. 
Engineers, Inc. ) & February 12, 1999 Mr. Jim Milstead, P.E. City ofDallas Water Utilities Department 320 East Jefferson, Room 218 Dallas, Texas 75203 Re: Proposed Arapaho Road Extension
Adjacent to DWU 60-inch Water Line Dear Mr. Milstead: The Town ofAddison is in the planning stages for the extension ofArapaho Road from Addison Road west to Marsh Lane. Traffic congestion
on the major thoroughfares in this part ofAddison, particularly Belt Line Road, is the driving force behind the proposed extension. For the past year, a team ofconsultants lead by HNTB
Corporation has worked with the Town of Addison's engineering staff to evaluate aligmnent alternatives in the design corridor. At the east end ofthe project, the aligmnent is fixed by
an extension ofArapaho Road which is presently under construction from just west ofthe North Dallas Tollway to Addison Road. At the west end ofthe project, the aligmnent is fixed by
the current intersection ofRealty Road with Marsh Lane. The design team is preparing to present present the Technically Preferred Aligmnent shown on the attached exhibit to the City
Council in the near future. For most ofthe Technically Preferred Aligmnent, the roadway roughly parallels the Dallas Area Rapid Transit (DART) owned railroad on the north side. Along
with providing a general notification regarding this proposed project, the purpose ofthis letter is to begin a coordination effort related to the section ofroadway from just east ofMidway
Road to just east ofSurveyor Boulevard. Through this section, the Technically Preferred Aligmnent is adjacent to a 60-inch DWU R.C. water main on the north side. As-built plans for this
water main show it to be 7.5 feet off the DART right-of-way in a 30-foot wide easement. The narrowest corridor for the proposed roadway is adjacent to the Charter Furniture and MNBA
buildings on the west side ofMidway Road. There is less than 90 feet between the face ofthese buildings and the DART right-of-way. It is currently proposed to elevate Arapaho Road over
Midway Road. Road. This elevated section is likely to be extended past the two aforementioned buildings. The desired separation from the roadway structure to the face ofthese buildings
is I 0 feet. It is anticipated that the roadway 1919 S. Shiloh Road. Suite S;O. LB. 27. Gariand. Texas 7':;'042 Tel (971) !l4(H91C, Fax (972) 􀀡􀁬􀀴􀀨􀁊􀂷􀀲􀀱􀁾􀀨􀀬􀀠
· . Mr. Jim Milstead February 12, 1999 Page 2 structure, including the 46-foot wide pavement section, would be approximately 60 feet wide, although a final structure width is still under
review. This would leave approximately 20 feet from the north side ofthe structure, where the water main is located, to the DART right-of-way. The attached roadway cross sections are
located next to Charter Furniture (Exhibit A) and just east of Midway Road (Exhibit B). The Town ofAddison requests your consideration ofthe use ofthe 10 to 15 feet ofthe existing 30-foot
water main easement for the purpose ofconstructing and maintaining the proposed roadway. We would appreciate the opportunity to meet with your staff to discuss this request in more detail.
Please contact me if you need any additional information. Sincerely, /J//L􀀡􀁾􀀯􀀠Bruce R. Grantham, P.E. Assistant Project Manager cc: John Baumgartner, Town ofAddison Jim Pierce, Town
ofAddison Dan Becker, HNTB BG/gg C:IWPOOCSIPROJECTSIADD!SONl9s.09'lmilst.w.IU 
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Tnt! HNTB Compl1lfi4$ Meeting Notes 4zz.qqDate PageLOf_ N""by -􀁾O_f Subject 􀀭􀀧􀀮􀀮􀁾􀁾􀀽􀀮􀀡􀁊􀁌􀀮􀀭􀀧􀀡􀀺􀀺􀀺􀀡􀀡􀁕􀁜􀁾_____ Action Items: 7,1J.:/, .1,.( '( \ • 
April 22, 1999 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim PieI:C/!, Jr., P.E., DEE Assistant City Engineer ARAPAHO ROAD ALIGNMENT REPORT
Dear Mr. Pierce: The following issues were discussed, regarding this project, with city staff, HNTB Corporation, GBW, and several property owners on March 15, 1999, at Addison Town Center.
Mr. Ron Whitehead, City Manager, requested that the team of consultants provide a brief report upon completion of an analysis of suggested alternatives discussed during the meeting.
Listed below is a brief summary of the suggestions and concerna discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion made by the property owners present
at the meeting was to further study the Lindberg Drive alignment on the north side of the Dallas Area Rapid Transit (DARn owned railroad as the preferred location due to the dense industrial
development present along this corridor. Lindberg Drive is primarily a two-lane roadway between Addison Road and Midway" Road that terminates just west of Midway Road. I The project
team identified several issues with the Lindberg Drive alignment. One concern is the number of at-grade skewed crossings required with the DART railroad. Typically, railroad crossings
are required to intersect the tracks at a 90-degree angle whenever possible for safety purposes. Even slightly skewed crossings of a main track are not desirable or typically approved
by the Railroad. The DART railroad is currently a highly utilized freight train track, between Kelly Boulevard and the Galleria retail shopping area, serving many commercial businesses
in Carrollton, Farmers Branch, Addison, and Dallas. Should the existing Lindberg Drive right-ofway be utilized as the extension of Arapaho Road, two significantly skewed at-grade crossings
of the main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently, Lindberg Drive is restricted from through trucks due to the height
of the planes landing and departiug from Addison Airport. The expansion of Lindberg Drive to four lanes could further decrease the avallable runway length. FAA approval could be required
due to the impact to " 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 Addison Airport. Also, a steep grade would be required on the Arapaho Road extension in order to match
the at-grade intersection at Addison Road. Prior to preparing plans for the Arapaho Road extension from the Dallas North Tollway (DNT) to Addison Road, the Town of Addison evaluated
the Lindberg Drive alignment and selected a general corridor south of the railroad tracks. Consequently, right-of-way has already been acquired from several property owners south of
the railroad. Changing the alignment to the north of the railroad would increase the project costs. Overpass at Midway Road The height and location of the bridge structure in relation
to the existing businesses was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation
to Charter Furniture and MBNA. The current alignment places the edge of the bridge deck a minimum of 10 10 feet from the buildings. Upon reviewing various other horizontal alignments
with city staff after the meeting, the original alignment was still determined to be the desired horizontal alignment in relation to the buildings, due to the location of the Dallas
Water Utilities (DWU) 60-inch water main. Moving the structure closer to the water main raises access concerns should DWU need to access their water main for maintenance or repair. City
staff will meet with DWU to determine if the recommended location of the structure is acceptable, or other alignments could be considered that would further infringe on the DWU easement.
Although final approval has yet to be received from DWU for the technically preferred alignment, the response to date has been positive. Upon review of the vertical alignment of the
proposed bridge near the MBNA and Charter Furniture buildings, it is anticipated that the height of the overpass structure will be lower than the existing buildings. The existing buildings
are estimated to be a minimum of 5 to 15 feet higher than the bridge roadway surface elevation. Exhibits are attached for your clarification. Another concern expressed by the property
owners was the loss of property rights, should the buildings be destroyed due to hail or other catastrophic means. City staff and consultants concurred upon conclusion of the meeting
that the City is able to allow the property owners to rebuild to the existing building set backs and not be considered "non-conforming". Additional alignments recommended for further-study
by the property owners included constructing the bridge structure over the DWU water line. This alignment increases concern related to DWU access to the 60-inch water main along with
the increased cost. It was determined not to be acceptable by DWU due to inability of maintenance and expansion of a major viaduct type structure. , 
Town of Addison -3 -Arapaho Road Extension Addison. Texas 75001-9010 April 22. 1999 Midway At-Grade Intersection The property owners present at the meeting also requested the city staff
examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it south to a new at-grade intersection at Arapaho Road in lieu of constructing
an overpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the traffic signal at Lindberg Drive would still be required due to
the volume of traffic and safety conoerns. Spanning the DART Alignment One option also discussed at the meeting was the potential to relocate Arapaho Road onto the . existing DART right-of-way,
either with a bridge structure or an at-grade roadway within the existing lOO-foot railroad right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials. Upon further
consideration, it was determined this option was not feasible. This was primarily due to federal guidelines regarding vertical clearance for electrification facilities, and the required
horizontal clearanoe width to allow DART to maintain the existing freight traffic in the corridor and to allow for expansion of the service to include passenger rail in the future. Overpass
vs. Underpass The pros and cons of the underpass versus overpass were further reviewed to determine if the technically preferred alternative should remain the same. The overpass alternative
provides improved mobility, minimum disrnption of traffic during construction, less restrictive impact on DWU water line, and provides more convenient location for enclosure of the major
drainage ditch to remain on the south side of the railroad. The negative aspects of an overpass include: less aesthetically pleasing to adjacent property owners; potential noise concerns;
wall construction will be partially on DWU easement, above and 7.5 feet from water line; and restriction of the DWU easement width. The underpass alternative provides improved mobility,
minimizes noise impact, and eliminates most of the visual impacts. The negative aspects of the underpass include: the reduction of Midway Road traffic to two lanes; construction costs
will be increased approximately 51,500,000; a major drainage structure will be required to be constructed on the north side of the railroad to prevent flooding of depressed roadway;
deep excavation for wall construction adjacent to DWU 60" water line is required; major utility relocations in Midway Road which would require temporary closure ofthe railroad; and restriction
ofthe DWU easement width. The Cottonbelt Railroad, owned by DART, is currently being considered as a future passenger rail line. Should this occur in the future, the intersection of
Midway Road and the railroad is anticipated to be grade separated with an overpass due to the volume of traffic on Midway Road and safety of the motoring public. This further confirms
the recommendation for an 
Town of Addison -4-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 overpass versus underpass. Upon completion of additional review of the underpass and overpass alternatives,
the technically preferred alternative remained the same as previously recommended in the technical report. Summary Upon completion of the analysis of the various issues from the city
staff, property owners and other interested parties; the consulting team continues to recommend the "technically preferred alignment" (TP A) discussed in the technical reporr. This alignment
is shown in the map pocket of the technical report as Option 5. We hope this technical memo resolves the majority of the questions raised at the meeting with the property owners. If
you desire any future action regarding this specific issue or have any questions, please feel free to contact us. Very truly yours, HNTB CORPORATION Cissy Sylo, P.E. CES/lnb Enclosures

􀁊􀀩􀁲􀁾􀀠 KdC::5 􀁾􀁫􀁁􀁊􀀢􀁾["\ IV April 8, 1999 ":;25/he Fe U7 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, , Jr., P.E., DEE
Assistant CitY Engineer ARAPAHO ROAD ALIGNMENT REPORT Dear Mr. Pierce: The following issues were discussed regarding this project with city staff, HNTB Corporation, GBW, and several
property owners on March 15, 1999, at Addison Town Center. Mr. Ron Whitehead, City Manager, requested the team of consultants provide a brief report upon completion of analysis of suggested
alternatives discussed during the meeting. Listed below is a brief summary of the suggestions and concerns discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion
recommended by the property owners present at the meeting was to further study the Lindberg Drive alignment as the preferred location for Arapaho due to the industrial development present
along this corridor. This alternative was studied by the consulting engineering team aligning Arapaho Road with the existing Lindberg Drive. Lindberg Drive is primarily a twolane roadway
between Addison Road and Midway Road. Lindberg Drive terminates just west of Midway Road, within a dense industrial development. Several issues with this alignment were detennined. One
concern is the number of at-grade skewed crossings required with the Cottonbelt Railroad. Typically railroad crossings are required to intersect the tracks at a 90-degree angle whenever
possible for safety purposes. Even slightly skewed crossings of a main track are not desirable or typically approved by the Railroad. The Cottonbelt Raiload is a highly utilized freight
train track serving many commercial businesses in Carrollton, Farmers Branch, Addison and Dallas, between Kelly and the Galleria area. Should the existing Lindberg Drive right-of-way
be utilized as the extension of Arapaho Road, two significantly skewed crossings of the main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted.
Currently, Lindberg Drive is restricted from through trucks due to the height of the planes landing and departing from Addison Airport. The expansion of Lindberg Dri ve to four lanes
could further decrease the available runway length. FAA approval could be required due to the impact to Addison Airport. Also a steep grade would be required on the Arapaho Road extension,
in order to match the atgrade intersection at Addison Road. Cost is also another significant factor, should Lindberg Drive be selected for the alignment of Arapaho Road, due to the addition
of two major structures to overpass the railroad. 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 April 8, 1999 Overpass at Midway Road The height and location of the bridge structure in relation to the existing
businesses was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation to Charter Furniture
and MBNA. The current alignment is 10 feet minimum from the buildings. Upon reviewing various other horizontal alignments with city staff after the meeting, the original alignment was
still determined to be the desired horizontal alignment in relation to the buildings due to the location of the Dallas Water Utilities (DWU) water main. City staff will meet with DWU
to determine if the recommended location of the structure is acceptable, or other alignments could be considered that would further infringe on the DWU easement. Another concern expressed
by the property owners was the loss of property rights, should the buildings be destroyed due to hail or other catastruphic means. City staff and consultants concurred upon conclusion
of the meeting that the City is able to allow the property owners to rebuild to existing building set backs and not be considered "non-conforming" due to the construction ofthis project.
Additional alignments recommended for further study by the property 9wners included constructing the bridge structure over the DWU water line. Upon further review by HNTB, this was determined
not to be acceptable by DWU due to inability ofmaintenance and expansion ofthe DWU water line and high cost of a major Viaduct type structure. Midway At-Grade Intersection The property
owners present at the meeting also requested the staff examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it to the south at a new
at-grade intersection at Arapaho Road in lieu of constructing an ovelpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the
traffic signal at Lindberg Drive would still be required, due to the volume of traffic and safety concerns. Spanning the DART Alignment One option also discussed at the meeting was the
potential to relocate Arapaho Road onto the existing Dallas Area Rapid Transit (DART) right-of-way, either with a bridge structure or at-grade roadway within the existing 100-foot railroad
right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials. Upon further consideration, it was determined this 9ption was not feasible. This was primarily due to
federal guidelines regarding vertical clearance for electrification facilities, the required horizontal clearance width to allow DART to maintain the existing freight traffic in the
corridor and allow for expansion of the service to include passenger rail in the future. 
Town ofAddison -3-Arapaho Road Extension Addison, Texas 75001-9010 AprilS, 1999 We hope this technical memo resolves the majority of the questions raised at the meeting with the property
owners. If you desire any future action regarding this specific issue or have any questions, please feel free to contact us. Very truly yours, HNTB CORPORATION Cissy Sylo, P.E. CESllnb
'. 
Proposed Arapaho & Midway Intersection Overpass vs. Underpass (Without Ramps) Overpass Alternative Cl Improved mobility Cl Minimum disruption of traffic during construction Cl Less restrictive
impact on DWU water line Cl Provides more convenient location for enclosure of the major drainage ditch Cl Less aesthetically pleasing to adjacent property owners Cl Potential noise
concerns Cl Wall construction will be on DWU right-of-way, above and 7.5 feet from water line Cl Restricts DWU Easement Width Underpass Alternative Cl Improved mobility Cl Minimizes
noise impact Cl Eliminates most of the visual impacts Cl Construction requires reduction of Midway traffic to one lane in each direction for at least one year Cl Construction costs will
be increased approximately $1.5M Cl Major drainage structure required to prevent flooding ofdepressed roadway o Deep excavation for wall construction adjacent to DWU 60" water line Cl
Restricts DWU easement width 
__ ___________ _ L I:I􀁾􀁩i =J rAe HNTB COPlpattie1 RECORD OF TELEPHONE CALL BY ___-'-􀁾􀁟􀁾􀁾􀁟􀀮􀁟􀀧􀀢􀀠OF HNTB Job No 25768 Oale: March 24, 1999 SUBJECT DISCUSSED Jim Pierce left
me a voice mail today regarding the following issues. The MBNA Building from the top ofthe slab to the top ofthe parapet wall is 23 it. 8 inches. The top ofthe slab datum is 609.5. 2.
The top ofwall ofthe Charter Furniture building is unknown by the Town. 3. The alignment as modified by HNTB for the property owner #5 is acceptable to the Town. 4. Need metes and bounds
ofthe railroad wye spur based on the new alignment with property #5. 5. The Town will use the original alignment in the vicinity ofthe Charter Furniture Building depicting 10 feet off
the building in negotiations with Dallas Water Utilities. COPY TO: Molly Marshall & Dan Becker & Bruce Grantham ACTION TO BE TAKEN HNTB will prepare an exhibit to depict the actual height
ofthe building in relationship to the bridge. HNTB should have the top ofthe building established established by the surveyor performing the topographical work. HNTB should proceed in
the next phase ofdesign. HNTB will proceed with preparation of the metes and bounds description and exhibit for the railroad wye. None needed. ) ,. NOTE: This record to be retained in
the master file. 
Fax-Tilt HNTB CuhtpunitJ Transmittal Date ':llllioz. Firm cn,,\ cJr t::::>kl..t-S Total Pages 5 [Inclucfmg this cover) 􀁄􀁾􀁾􀀠􀁾􀀱􀁅􀁩􀁚􀀮􀀠v..llL,..(1!i;S Fax # Job Number 251tJ82.14.
-:7.4& 4S'J:7 o High Resolution 􀁆􀁲􀁯􀁭􀁪􀁷􀁾􀀮􀁾􀀠. '. o Urgent . \)iUU: c:n'l.-u.2B -.3ltA f . . . uN& Please notify sender at 972-661-5626 if pages are missing or if there is any
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es I f e􀁾f-WL (f,ItLJ'tf -'-.> CmC>vvc 􀁾􀁾􀁲􀁥􀁬􀀺􀀠􀁾􀀡􀁁􀁩􀀢􀀢􀀢􀀬􀀠 􀀵􀁾􀁾􀁾-.::r-, 􀁾􀁭􀁾􀀠 V\b 􀁾􀀠pt,f\tJ k) 6 • , COPY TO: NOTE: This record to be retained in the master file.
I 
Sent, By: HP LaserJet 3100; 2146705029; Jan-l0-0a 14:15; Page 2 OFFICIAL ACTION OF THE DALLAS CITY COUNCIL Decemher II, 2002 02-3505 Item 34: Authorize the conveyance <If II street easemenr
containing approximately 1.114 square feet nf lal1d and a temporary working space casement containing approxill1ately 1.163 square feet of land to the Towll of Addison fOI" the extension
and eonstTUGtion (If Arapaho Road across City-owned lal,d io the Towll of Addison located near the intersection !IfBell Line and Addison Roads -Revenue: $12,918 Approved as part ofthe
consent agenda, 12124102 9: 14 lIM G:'I2002M1NUTF.S\(,,(':llI102.doc OFFICE OF THE CITY SECRETARY CITY OF DAL.I..AS, TEXAS 
ent ,By: HP LaserJet 3100; 2146705029; Jan.10.0314:15; Page 3 COUNCIL CHAMBER 023505 December 11. 2Q02 WHEREAS, the City of Dallas ("City') is the owner of a 19 acre tract 01 land in
the Town of Addison which is currently a part 01 the Bellwood Reservoir site. located near the interseclion of Beilline Road and Addison Road; and WHEREAS. the Town of Addison plans
to exlend Arapaho Road westward from Addison Road to Marsh Lane; and WHEREAS. the Town of Addison has requested that the City convey to it a street easement containing approximately
1.114 square feel of land and a lemporary working 6pace easement containing approximately 1.163 square feet of land which are part of the Beltwood Reservoir site for Ihe extension and
construction at Arapaho Road; NOW, THEREFORE, BE IT RESOtVED BY THE CITY COUNCIL OF THE CtTY OF DALLAS: SeCTION 1. That lor and in consideration of the sum of $12.918 and other good
and valuable consideration. the City Manager is authorized to execute a street easement containing approximately 1.114 square feet of land and a temporary working space easement containing
approximately 1.163 square feet of land across City 01 Dallas owned land, located in Lot 1, Block A of the Bellwood Reservoir Addition in the Town of Addison. DaUas County, Texas to
the Town of Addison, to be attested by the City Secretary upon approval as to form by the City Attorney. SECTION 2. Thai the street easement and temporary working space easement proceeds
shall be depOSited inlo the General Fund 0001, Agency DEV, 8al Sheet 0519 and Development Services shall be reimbursed for the cost of obtaining an appraisal and other administrative
costs Incurred. The reimbursement proceeds shall be deposited In Fund 0001. Agency DEV, Org 1180, Object 5011. Any remaining proceeds shall be transferred to the General Capital Reserve
Fund 0625, Agency BMS, Org 8888, Revenue Source 811 B. SECTION 3. That this resolution shall take effect immediately from and after Its passage in accordance with the provisions of the
Charter of the 􀁃􀁾of Dallas, and It is accordingly so resolved. C PPROVED BY ITY COUNCiL APPROVED AS TO FORM: MADEL INE B. JOHNSON, C/!:)' Attorney DEC 11 20U2 􀁾􀀹􀁾􀀠City Becretary
" 
2146705029; Jan·l0.0314:16; Page 4/61t By: HP LaserJet 3100; . 028505 L ARAPAHO ROAD 0 « 0 0:: BELTWOOD RESERVOIR z 0 (f) BLOCK A D 0 « BELT LINE ROAD STREET EASEMENT TEMPORARY WORKING
SPACE EASEMENT 
nt .By: HP Laser-Jet 3100; 2146705029; Page 5/6 􀀰􀀲􀁓􀁾􀀰􀀵􀀠􀁲􀁍􀁁􀁐􀁾􀁃􀁏􀀠14C] 
Sent By: HP LaserJet 3100; 2146705029; Jan·10·03 14:17; Page 6/63if 023505 CATEGORY: LAND MISCELLANEOUS AGENDA DATE: December 11, 2002 COUNCIL DISTRICT(S): Outside City Limits DEPARTMENT:
Department of Development Services CMO: 􀁾􀁜􀀠Ryan S. Evans, 670-3314 MAPSCO: 14C SUBJECT Authorize the conveyance of a street easement containing approximately 1,114 square feet of
land and a temporary working space easement containing approximately 1,163 square feet of land to the Town of Addison for the extension and construction of Arapaho Road across City-owned
land in the Town of Addison located near the intersection of Belt Line and Addison Roads -Revenue: $12,918 BACKGROUND This item authorizes the conveyance of a street easement containing
approximately 1,114 square feet of land and a temporary working space easement containing approximately 1,163 square feet of land to the Town of Addison for the extension and construction
of Arapaho Road across City-owned land on the Beltwood Reservoir site located near the intersection of Belt Line and Addison Roads, The Town of Addison is extending Arapaho Road from
Addison Road to Marsh Lane, PRIOR ACTION/REVIEW (COUNCIL, BOARDS, COMMISSIONSI This item has no prior action. FISCAL INFORMATION Revenue; $12,918 MAPS Attached 
Sent By: HP LaserJet 3100; 2146705029; Jan-10-0314:15; Page 1 CiTY SECRETARY SERVICE REQUEST DATE OF REQUEST: I llo /0,,) DATE NEEDED BY: CITIZEN: &"MACI,gj" Mlfrflt"l PHONE: 9Td-Lj'5D-aR'J
I 􀁾􀀧􀁜􀀴i 􀁾􀁄􀀠VI '" f.) I r C) I-'-'Pu.--t-ti(:... tAli \':-s CITY STAFF:,________ DEPT: PHONE:______ TYPE OF SERVICE REQUEST: ALL COPIES ARE .10 PER PAGE AFTER THE 1ST 10 PAGES.
CERTIFICATIONS ARE $5.00 EACH. CERTIFIED COPIES YES [J NO [) FILE # RESOLUTION # 0 d -3'50 S ORDINANCE # 􀁥􀁭􀀺􀀺􀀻􀀻􀀧􀁾􀀭􀁆􀁉􀀭􀁌􀁅􀀭􀁾􀀠FAX NUMBER: Q'la-4!SO-J8(fJ NO. PAGES PLUS
COVER 􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀡􀀶􀁾__ CODE REQUEST: , I I ' , CODe CHAPTER SECTIONS ! CHARTER CHAPTER SECTIONS TAPE REQUEST ONLY: ALL TAPES ARE $1.00 EACH CASSETIE. MEETING DATE: • FilE NUMBER:
SUBJECT: TAPE NUMBER: I I# OF CASSETTES USED: TIME REQUIRED _ hrs./min_ , ' CSOONLY DATE COMPLETED: I \ to lo 3 􀁾􀀧􀀠 COMMENTS: 
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀺􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠_____􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀁤􀁗􀁗􀁌􀁬􀁩􀀬􀁶􀂥􀁾􀁾􀁾􀁾􀁲􀁾􀀧􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾=_._-"
􀁾􀀠 H-"''-'-<f---------:c: >----'-!/-o 􀁃􀁡􀀹􀀮􀁑􀁺􀁊􀁾􀁜􀀱􀀮􀁊61.. to', 􀁾􀀬􀀠ee 􀁃􀁾􀁏􀀤􀀬􀀠.11') (}ll..rfU"l. 􀀧􀀮􀁾􀀬.______c:: . UJr-r{lS'a" \,S Su, J$ \,OS« 􀀺􀁲􀁩􀁾􀀠t:; ___C

REVISED: REVIEWED: BettermentIfr,0.... 􀁾􀁶􀁷􀁾􀀠,l.. r ,o.,/./. $760,000.00S!'......,!-/&.LvI. { 􀁾􀁃􀀧􀀠Iw'/,4t..Ld. 
Page 1: of2 􀁆􀁲􀁏􀁬􀁬􀀱􀁾􀀠􀁴􀀱􀁥􀁃􀁾􀁾􀁾􀁾􀁭􀁉􀀠. SeaE. . .weditesday, -'8nuary 􀁾li!lJG(Hbli! AM Ttl:' 􀀧􀁾􀁾􀁾􀀱􀁐􀁊􀁥.. e@li addisulltK.us' 􀁓􀁾􀁬􀁉􀁩􀁦􀁡􀁩􀁳􀁴􀁥􀀮􀁌􀁴􀁉􀀮􀁤􀁯􀁣􀀠January1$•.􀁾�
�􀀰􀀳􀀠Mik-e Mi:!lpby 􀁄􀁩􀁲􀁥􀁤􀁄􀁲􀁾􀀠Wmks 􀁈􀁩􀀸􀀨􀁩􀁬􀂷􀁾􀀠Addiron;..1'ens=.'BHOi􀁾􀀱􀀰􀀠On JamJaty· 21; 20()3', Ben Bishop: amtmyself-merwid!: 􀁾􀀮􀁡􀁭􀁴􀁹􀁯􀁵􀁲􀁾􀁴􀁑􀂷􀁾􀀭􀁤􀁭􀀮􀂷􀁦􀁉􀁡􀀱􀀡􀁳�
�for 􀁁􀁭􀁰􀁡􀁏􀁏􀀮􀀮􀁒􀁢􀁡􀁤􀀺􀁊􀀧􀁬􀁴􀁩􀁡􀁳􀁥􀀺􀁈􀁉􀀻􀀺􀁷􀁨􀁩􀁣􀁬􀁩􀀳􀁩􀁉􀁥􀁊􀁭􀁦􀁥􀁳􀀺􀀮􀁡􀁮􀀺􀁾􀁲􀁯􀁡􀁤􀁗􀁡􀁹􀀧􀁳􀁥􀁤􀁩􀁩􀁭􀀺􀁩􀁭􀁤􀂷a lniQge.riv:er.Miil:-way-Road. Theroadway::-and:the-bridge
are 􀁾􀁴􀁧􀀺􀁭􀁭􀁳􀁴􀁩􀁮􀁧􀀶􀁏􀀺􀁩􀁭􀀺􀁢􀀮􀁄􀁗􀁴􀁬􀁷􀁡􀁴􀁥􀁲main, 􀁔􀁨􀁥􀁾􀁯􀁦􀁴􀁉􀁲􀁥􀁭􀁥􀁥􀁴􀁩􀁮􀁧􀀧􀁷􀁡􀀵􀀭􀁴􀁧􀀺􀁾􀁥􀁷􀀱􀁩􀁩􀁥􀀮􀀮􀀱􀀢􀁯􀁸􀁩􀁭􀁩􀁴􀂥􀁯􀁦􀁴􀁬􀁭􀀺􀁲􀁯􀁬􀁉􀁤􀁷􀁡􀁹􀀠􀁡􀁮􀁤􀁢􀁾􀁴􀁫􀁥�
�􀀭􀁏􀁏􀁩􀁬􀁬􀁣􀁨􀁾􀁡􀁴􀁥􀁲􀀠maifland·f&determine-the ease 􀁷􀁩􀁾􀁗􀀧􀁬􀀧􀁈􀁥􀀱􀁩􀀠􀁦􀁦􀁴􀁥􀀺􀂷􀁷􀁡􀁴􀁥􀁆􀀭􀁭􀁡􀁩􀁊􀁴􀁥􀁷􀁬􀁤􀀦􀀭􀁭􀁡􀁩􀁮􀁴􀁡􀁩􀁮􀁥􀁤􀀻􀂷􀁏􀁦􀁾􀁡􀁩􀁲􀁥􀁤􀁈􀁋􀁬􀁩􀁥􀀭􀁥􀁶􀁥􀁮􀁴􀀠􀁯􀁦􀁡
􀁬􀁥􀁡􀁫􀀮􀁾􀀻􀀠The desig:a;COllSllltants: showed; W\:plimsan:d:sectfuns: oE-tlie:.road:i.w.y; 􀁢􀁲􀁩􀁤􀁧􀁥􀀮􀀺􀁡􀁭􀁩􀀻􀀮􀁾􀀬􀁭􀁡􀁦􀁵􀀻􀀮􀀺􀁡􀁭􀁉􀀠the approximate 􀁾􀁶􀁡􀁴􀁩􀁯􀁯􀀭􀁯􀁦􀀠rock
ill-the _ It 􀁩􀀦􀀧􀁭􀁙􀀧􀁾􀁦􀁉􀁩􀁯􀁯􀀠that r-epair and-ni,&iatemmce-m41e water roam. can::be:tnad.ewithout any 􀁧􀁭􀁡􀁴􀀺􀁾􀁡􀁮􀁤􀁟􀁬􀁦􀁩􀁉􀁬􀁴􀁾􀁳􀁩􀁏􀁬􀁬􀀸􀀱􀁩􀁩􀁴􀁴􀁥􀀺􀀭􀁢􀁥􀁥􀁮􀀬􀁾􀁴􀁥􀁣􀁴􀀠􀁴�
�􀁥􀁲􀁯􀁡􀁤􀁷􀁬􀁗􀁡􀁭􀁴􀁢􀁲􀁩􀁤􀁾􀀴􀀧􀁲􀁯􀁭􀁦􀁡􀁩􀁬􀁕􀁲􀁥􀁾􀁴􀁉􀁬􀁥wateFmaiIf. You asIred;. me: aboot:&e repair time fuF,a,: 􀁾􀁬􀁁􀁁􀀺􀁉􀀧􀁉􀁉􀁉􀁲􀁩􀀨􀁊􀀭􀀭􀁥􀁦􀀺􀁡􀀧􀂷􀁩􀁬􀁬􀁯􀁷􀁯􀁯􀁴􀀬􀁧􀁦􀀺􀀺􀁴􀁨
􀁥􀀻􀀻􀁾􀀺􀀬􀁭􀀺􀁡􀁩􀀺􀁯􀀮􀀧􀀳􀁴􀀠the bottom.ef±fie:pijle:fiici'iJg.the 􀁲􀁯􀁡􀁤􀀺􀁣􀀺􀁾􀀺􀁴􀁨􀁥􀀮􀁾􀁻􀁩􀁉􀀮􀀱􀁩􀁡􀁴􀁣􀀺􀁆􀁴􀁩􀁵􀁲􀁬􀁩􀁩􀀺􀀺􀁥􀀩􀀠adjacent!o.tlie mad'Way:ti well as TheDAltT.;ItOW'is-
an 􀁡􀁤􀁶􀁡􀁮􀁴􀁡􀁧􀁾􀀺􀁩􀁮􀀺􀀮􀁴􀁨􀁩􀁳􀀭􀁾􀁡􀁳􀀺􀁩􀁴􀀺􀁷􀀭􀁏􀁖􀁩􀁤􀁥􀁳􀀺􀁡􀀻􀁾to 􀁰􀁯􀁳􀁩􀁴􀁩􀁬􀁭􀀺􀁡􀁾􀁾􀀭􀀱􀁜􀁊the main in.tJll8 􀀮􀁳􀁾􀁯􀁵􀁬􀁤be fooptetedin'approxiffli!tely.:-.ffTiem'!l
Pleasele£'me-lmewifyeu have·any-ql:leSfions. Bespedfully, 􀁾􀁡􀁮􀁤􀀠1/29/20
03 Senior Vice President • 
MINUTES OF ARAPAHO ROAD BRIDGElDWU MEETING -112112003 Mike made introduction. Randy Stalnaker agreed to consider alternatives. Mike stated summary of Town's discussion wlMastec. Jerry
Holder distributed an exhibit ofproperty x-section w/our sidewalk located 2' from edge of60" water and retaining wall 10.5' from 60" pipe. Cliff Hall distributed two exhibits wlbridge
section and sidewalk shown. Randy Stalnaker reviewed each exhibit and asked several questions regarding dimensions from the 60" pipe, bridge height, depth ofdeholed 60" pipe, etc. Randy
stated that physical and political issues affect DWU's evaluation. Jerry Holder stated that the design ofthe retaining wall and box culvert are designed to protect it from a blowout
ofthe 60" RC.P. -only the pipe has to be repaired. Randy stated that he is not familiar w/type ofequipment that DWU would use for repair. Mike repeated that the Town talked wlMastec
regarding the ability to repair a break. Randy will take information back to the two Assistant Directors Directors for review. Randy stated that DWU staff didn't have all the information
needed previously. Mike stated that URS and HNTB have taken every precaution in designing the bridge/roadway. Bruce Grantham asked Randy ifhe had certain concerns. Randy stated that
maintenance ofthe line is the main concern and Ramon will make final decision. 􀁾􀀠'.. Randy stated that decision should be made prior to upcoming meetings between the two City Managers.
Jim asked ifRandy had any other questions. 
-2DWU representative, Erwin, stated that they have better dimensioning to review on the exhibits. Mike expressed dismay that DWU decision makers were not present at this meeting. Randy
stated that DWU would look at the issue and get back. Meeting ended at approximately 3:15 PM. Mike and Randy had a short one-on-one discussion after meeting ended. Three exhibits attached
to these minutes. 
•• •• •• •• 59* 􀁾􀀰􀂷􀀠6' -6' 1􀁾􀀠-6I' ·0-I' -6' SHLOR,SHLOR, I' -0' SlOEIIALK l' -e' S' -0' -4 LANES C 11' , 44# -,,... ... SOUTHNORTH ROWROW i 54' U-BEAH (TVP) i• •i•• I I I I 􀁾􀀠PIPE
VARIES I VARIES 7'-0' 'DRILLED SHAFT(,11-6-MMH MU" 6' 0,0. TYPICAL SECTION WATER PIPE 
--•• •• •• ------•• ______ SO' ROW ROW--: I !--ROW , 23.5' 49'S-8 STA 47+00, 5.S'+1--,STA 49+00, 5.9' ';.:--11_--1 STA 51+00, 7.0' I , , .!l&... , I ,, I,, I I, , , : 5' 11' 11' II'
11' 2.5'2.5'STA 47+00 11.7' 7.5' , ,STA 49+00,11.6' TYP. I, INSIDE INSIDEOUTSIDE OUTSIDE O.5,STA 51+00,10.5' LANE LANE 1 LANE LANE,I-= I •􀁾􀁾􀁓􀀧􀀠􀁾􀀠􀁾􀀺􀀠: 'i\ W'IFT i Y4"/FT 􀁾􀀠I􀁜􀀭􀀭􀀭􀀭􀀭􀀺�
�􀁦􀁬􀀽􀁾􀁾􀁾􀁾􀀭􀀽􀀭􀀭􀁾􀀽􀀽􀀽􀀪􀀻􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀁲􀁬􀀠 •• I, -.I I I EXISTING GROUND ___􀀭􀀭􀀺􀀢􀀬􀀮􀀮􀀮􀀮􀀮􀁣􀀺􀀺􀀯􀀻􀀮􀀮􀀢􀀢􀀮􀀮􀀺􀀭􀁊􀀧􀀭􀁣􀁲􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀭r-./r /' f---'-'
,;..'--____---"._ -, iII'II -􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ,'-----,,1 1 , 2' 􀁾􀀠...-,J--RETAINING WALL ! 6.5'+ I 1 EXISTING J ' 30' WATER LINE EASEMENT!, I 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁉􀀭􀀭􀀭􀀭􀀭􀁦􀀫.li
------􀀫􀁉􀁾􀀠(00 VERY STIFF BROWN CLAY '-' WITH LIMESTONE FRAGMENTS 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀠0 r------I ___ 􀀮􀀡􀁾􀁟􀁾􀁁􀁬􀁈􀂣􀀮􀁒􀀧􀁓􀀧􀁏􀁟􀁌􀁌􀁾􀁬􀁏􀀨􀀡􀀺􀀮􀀮􀀺􀀮􀀠____
_I 1----_____ ____GRAy 􀁌􀁉􀁾􀀡􀁬􀀡􀀺􀀡􀁓􀀮􀀮􀀭􀀭􀁟􀀭􀀭􀁌􀀠􀁟􀁾􀀭􀀭􀀭EXIST. 60" WATER LINE APPROX FL=596.5 , 􀁾􀀠i ! 􀁾􀀠I ! 􀁾􀁉􀀠 c50 10VJ"': -' ... ! 􀁾􀀠􀁾􀀭 􀁾􀀠1 􀁾􀀠10 'If' If)
CON <f::j <tlI ...--I':'i2>1--_'-􀀭􀀭􀀽􀁟􀀽􀀭􀀬􀀡􀁩􀀻􀁾__ 1 􀀡􀁩􀀻􀁾􀀠........ :-1--:-. 􀁾􀀿􀀠t CP? V''---"', ""JOI(""Oj """',---f;" ,'" 9'X6'REINFORem -BOX CULVERT -,."..."r-r/-------•
FL:59S ± "v ---;)Jo......􀀭􀀭􀁾􀀭􀀮􀀮􀀭􀀺􀀻􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠r' 􀁾􀀠 􀁾􀀮􀀺􀀮􀀺􀁾..􀀮􀀠• • :.,: k: .. .t 􀀺􀀺􀁾􀀠􀁾􀀠"" /"" LOG OF SORINGS LEGEND: p::J VERY STIFF BROWN CLAYt:d
WITH LIMESTONE FRAGMENTS 􀁾􀀠TAN WEATHEREO LIMESTONE 􀁾􀀠GRAY LIMESTONE 630 620 610 600 590 DWU EASEMENT NEGOTIATIONS EXHIBIT JANUARY 2003'i-I,NTB 
__ ________________ • • • • •• •• •• 􀀵􀀳􀁾􀀭􀁏􀀧􀀢􀀠HANGER ROPE 􀁾􀀠 NORTH ROW I \ I; PIPE 14' MAX. IO'(+/_ 6 1f ) 5'(+/-)6' O. O. WATER PIPE 􀁾􀀱􀁾􀀧􀁟􀁾􀁏􀁾􀀭􀁲􀁾􀁟􀁳􀁟􀁉􀁾􀁟􀁾􀁟􀁾􀁟􀁾􀁟􀀧________
________________􀁾􀀴􀀽􀀺􀁾􀁎􀁾􀀺􀁾􀀧􀁾􀀱􀁾􀀧􀀠􀀽􀁾􀀴􀁾􀀴􀁟􀀧􀀭􀁾􀁏􀁾􀁕􀀠􀁾􀁈􀁟􀀧􀁾􀁟􀁾􀁟􀁾􀁟􀀧􀂷􀁾􀀭􀁲􀀮􀁬􀀧􀀭􀁏􀀧􀀠SOUTH ROW I54" U-BEAM (TYP) I 7' 􀀭􀁏􀀢􀁾􀀠DRILLED SHAFT I I TYPICAL
SECTION (N.T.S.l 
/-2.1-05 􀀭􀀭􀀭􀀭􀁗􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭...􀁾..