􀁩􀁾􀀡􀀠 I 0 \0 i u:l!::f I . 00 􀁾􀀠l 􀁺􀁾􀀠I 00 If g I' ::' "DALLAS, GARLAND & NORTHEASTERN RAILROAD, INC. 403 International Pkwy., Suite 500. Richardson, TX • 75081 Phone 972-808·9800 • Fax 972-808-9903 November 11, 2003 James C. Pierce Town ofAddison POBox 144 Addison, TX 75001 Re: Railroad Crossing -Landmark Place Dear Mr. Pierce, We are providing the required estimates for the design and installation of warning devices at the proposed landmark Place crossing in Addison. I would like to submit the following cost estimate that includes DGNO administration cost: Total Cost $258,975.30 I have included the RCL detailed estimate to design and install the warning devices for your review. Ifyou have any questions, concerns or require additional information, please contact me at 972808-9800 ext. 222. Sincerely, David C. Eyermann General Manager Attachments CC; James R. Kuntz, General Manager Dallas, Garland & Northeastern Railroad David Martinez, Roadmaster Dallas, Garland & Northeastern Railroad --------------------lilit -) -ADDISON CONFERENCE • THEATRE CENTRE -AJQJJA J'r 􀁾􀀭􀁡􀂣􀁨􀁾􀀠-=. DGAIa 􀁾􀁰􀀮􀁾􀁾􀀠 PUBLIC WORKS DEPARTMENT (972) 450-2871 􀀻􀀻􀀻􀀻􀀧􀀻􀁩􀁦􀁀􀁾􀁾􀁾􀁾􀁩􀁩􀀮􀀮􀁩􀁩􀀭􀂮􀀠Post Office Box 9010 Addison. TexllS 15001-9010 16801 Weslgrove: March 15, 2001 Mr. J. Dennis Miller Real Estate Department Union Pacific Railroad 1800 Farnam Street Omaha, NE 68102 Re: Addison Branch, Quorum Drive Crossing Dear Mr. Miller: As per your request, this is to transmit the following: • Exhibit A that shows the Arapaho and Quorum Drive crossing locations • Metes and Bounds Description and Parcel Map for the Quorum Drive Crossing • Plan and Profile of the crossing (Sheet 6) • Color aerial photograph showing the location of the "Wye" relative to the Airport Please call me at 972-450-2879 if you have any questions. Very truly yours, Town ofAddison _c£:.;-r Assistant Public Works Director cc: Chris Terry, Assistant City Manager Michael E. Mwphy, P.E, Director ofPublic Works Enclosures EXHIBIT "An County: Roadway: Parcel.: Dallas South RE-7 Quorumllnwood Connection ROADWAY EASEMENT NO. RE-7 BEING a 0.3219 acre tract ofland situated in the Town Of Addison, Dallas County, Texas, in the Josiah Panroast Survey, Abstract No. 1146, and being part ofa 100 Foot Right.Qf.Way owned by St. Louis Southwestern Railway Company, and being more particularly described as follows: COMMENCING at a Y, inch iron rod lying at the Southwest comer ofBlock 3, Quorum Addition, an addition to the Town ofAddison, Dallas County, Texas, according to the plat thereof n=rded in Volume 79100, Page 1895, Deed Records OfDallas County, Texas, and being the Southeast comer ofBlock 3, Quorum West Addition, an addition to the Town ofAddison, Dallas County, Texas, acoording to the plat thereof recorded in Volume 81005, Page 1454, deed records ofDallas County, Texas; THENCE North 89"28'00" West along the South line ofBlock 3, Quorum West Addition, a distance of 165.32 feet to a point for the Southwest comer ofsaid Quorum West Addition, said point lying in the Southeast Right.Qf. Way line ofthe Sl Louis and Southwestern Railroad; THENCE, North 17"01'00" West along the said Southeast line a distance of356.40 feet to the POINT OF BEGINNING; THENCE, South 72°59'00" West a distance of80.00 feet to an angle point; THENCE South 27°59'00" West a distance ofl4.14 feet to an angle point; THENCE South 17"01'00" East a distance ofl44.80 teet to an angle point; THENCE North 23°11'26" West a distance of92.98 feet to a point for North comer lying in the Northeast line ofInwood Road (60 foot Right-of-Way) said point also lying in the Southwest line of the said 100 fOOl Right-of-Way St. Louis Southwestern Railway Company; THENCE North 17°01'00" West along the common line between the said Inwood Road Right-of. Way and the 100 foot st. Louis Southwestern Railway Company Right-of.Way, a distance of 524.56 teet to a point tor comer; THENCE North 72°59'00" East departing said common line a distance of 10.00 feet to an angle point; THENCE South 17°0 I '00" East a distance of362.20 to an angle poim; THENCE South 62°01'00" East a distance of 14.14 teet to an angle point; THENCE North 72°59'00"East a distance of65 .00 teet to an angle point; THENCE North 27°59'00" East a distance of21.21 !eet 10 a point for comer lying in the common line between the said Block 3, Quorum West Addition and the 100 foot Right-of-Way St. Louis Southwestern Railway Company; THENCE South 17°01'00" East along said common line a distance of 105.00 feet to the POINT OF BEGINNING and containing approximately 14,021 square feet or 0.3219 acn:s ofland. The basis of bearings is the Northeast line of the 100 foot Right-of.Way St. Louis Southwestern Railway Company. 􀁣􀀻􀀺􀀬􀁾􀁥􀀮􀁾􀀠Donald R. Howard, P.E.. R.P.L.S. Registered Professiol1lll Land Surveyor Texas Registration No. 2812 Dalserv\debra\9947\notes\parce1 7.doc Page I 􀁾􀀠􀁬􀁺􀀮􀀺􀀺􀀺􀀲􀁩􀁖􀀺􀁾􀀿􀀧􀁾􀂣􀁾--, ,-:',' "." ! Ii: '-."' ' J' PARSONS 􀀸􀁡􀁲􀁴􀁯􀁮􀁾􀁁􀁳􀁣􀁨􀁲􀁮􀁡􀁮􀀠Associates. Inc.• A Unit of Parsons Transportation Group, Inc, 2630 West Freeway· Suite 132· Fort Worth· Texas· 76102 USA· (817) 877·5803· (817) 877·3214 fax December 14, 2000 Mr. James C. Pierce, Jr., P.E. Town ofAddison 16801 Westgrove Road Addison, Texas 75001 Subject: Inwood I South Quorum Access Phase II Right of Way Documents Dear Jim, Enclosed are right of way documents, prepared by DalTech Engineering, for the four easements to be obtained for the Inwood Connection. Included are the following documents. • Parcel map and legal description for RE-7, the easement along and across the railroad • Parcel maps and legal descriptions for DE-5, DE-6 and DE-7, the drainage easements along Inwood Road These are for the Town's use in acquiring the necessary easements. Ifyou have questions, we would be happy to discuss them. Very truly yours, PARSDNS TRANSPORTATION GROUP. INC. 􀁾􀀴􀀭􀀺􀀻􀁪􀁤􀁻􀀨􀀯􀀻􀁲􀀬􀀮􀀠PhillipG. Weston, P.E. Project Manager Enclosures s:'l>ro.i='ciry addisoo16433 14iadLJt!#o 1::/9.\7::> Ghjz!,,,, ";)$7)7:.;jW ;;"rifl tr# . 􀁾􀀠¥ '1nuuuo:,) 􀁾􀁢􀀣􀁊,U),o.c D;{ [J U.W til [lItlI1VO CJ""":>0 "'0 4> I=01·1J ilI;:t j;">?,,"'1P 􀀾􀀯􀁾􀀢􀁍􀁴􀀻􀁴􀀺􀀺􀀠"'II DI06-100'L XL ''''''lPPV --;;:-:<....., l!ujpnpu!) ..,odJO # DI06_'O',j 􀀢􀀧􀁾􀀻􀁜􀁜􀀱􀀰􀀸􀀹􀀱􀀠0<>--'1-& 􀁆􀀮􀀾􀁑􀁾􀁅􀀧􀁬􀀠iJ' :"ou fo-':."';f"rc} 􀁭􀀭􀁱􀀧􀁕􀁏􀁦􀁬􀁾􀁬􀁤􀁲􀀠':u u XVIIICJ?t;.-lb{,--aJfl-/t£BZ'09aL6 :XVII 6l.SZ"5'. 􀀬􀀺􀀾􀁾􀀯􀁻􀀬􀁑􀁬􀁴 􀁊􀀱􀀷􀀠,•••dmo:> """,,Jua.!j!O IUVI'!"'" "l!',j '='M mw :lIll1I.i ,pT,,(YJ 1''" &J'?} :'.1. SIDlOM. JI'ltInd Nosm«v ilONh\OJ. ci1 .!!l 􀁾􀀠ciE .c. v 􀁾􀀠CD ARAPAHO ROAD CROSSING Belt Line Rd PROPOSED® QUORUM DRIVE CROSSING RAILROAD CROSSINGS TOWN OF ADDISON EXHIBIT A A. 􀁙􀁉􀀮􀀺􀀰􀁒􀀻􀁕􀀻􀁎􀁆􀁇􀁾􀁓􀁾􀁻􀁊􀁯􀀻􀀺􀁴􀁲􀀡􀁾1"1 NO. EXHIBIT "Au COUNTY : DALLAS ROADWAY SOUTH QUORUM/!NWOOD CONNECll0N PARCEL : 7 PARCEL 7 BEING A 0.21B4 ACRE TRACT OF LAND SITUATED IN THE TOVvN OF' ADDISON, DALlAS COUNTY, TEXAS, IN THE JOSIAH PANCOAST SURVEY, ABSTRACT NO. 1146, AND 8E1NG PART OF A 100 FOOT RIGHT-OF'-WAY OVvNED BY ST. LOUIS SOUTHWESTERN RAILWAY COMPANY, AND BEING MORE PARTICULARLY DESCRI8ED AS FOLLOWS: COMMENCING AT A 1/2" IRON ROD L'11NG AT THE SOUTHWEST CORNER OF 8LOCK 3, QUORUM WEST ADDITION, AN ADDITION TO THE TOVvN OF' ADDISON, DALLAS COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 81005, PAGE 1454, DEED RECORDS OF' DALLAS COUNTY, TEXAS, SAlD POINT ALSO BEING THE NORTHWEST CORNER OF A 100 FOOT RIGHT-OF-WAY CONVEYED TO D. P. &0 L CO. ACCORDING TO THE DEED RECORDED IN VOLUME 4617, PAGE 375, DEED RECORDS OF DALLAS COUNTY, TEXAS; THENCE ALONG THE COMMON UNE BETWEEN BLOCK 3, QUORUM WEST ADDITION AND THE 100 FOOT ST. LOUIS SOUTHWESTERN RAILWAY COMPANY RIGHT-Of-WAY NORTH 17 DEGREES 01 MINUTES 00 SECONDS WEST (ALSO CALLED NORTH 17 DEGREES 06 MINUTES 17 SECONDS WEST) A DISTANCE OF 306.70 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 72 DEGREES 59 MINUTES 00 SECONDS WEST A DISTANCE OF' eo.O FEET TO AN ANGLE POINT; THENCE SOUTH 27 DEGREES 59 MINUTES 00 SECONDS WEST A DISTANCE OF 28.2B FEET TO A POINT FOR CORNER L'11NG IN THE NORTHEAST UNE Of INWOOD ROAD (SO' R.O.W.) SAlD POINT ALSO LYING IN THE SOUTHWEST UNE OF THE SAID 100 FOOT ST. LOUIS SOUTHWESTERN RAILWAY COMPANY RIGHT-OF-WAY; THENCE ALONG THE COMMON UNE BETWEEN THE SAID INWOOD ROAD RIGHT-OF'-WAY ANO THE 100 FOOT ST. LOUIS SOUTHWESTERN RAILWAY COMPANY RIGHT-OF-WAY NORTH 17 DEGREES 01 MINUTES 00 SECONDS WEST A DISTANCE OF 130.0 FEET TO A POINT FOR CORNER; THENCE SOUTH 62 DEGREES 01 MINUTES 00 SECONDS EAST A DISTANCE OF 2S.28 FEET TO AN ANGLE POINT; THENCE NORTH 72 DEGREES 59 MINUTES 00 SECONDS EAST A DISTANCE OF' BO.O FEET TO AN ANGLE POINT; THENCE NORTH 27 DEGREES 59 MINUTES 00 SEOCNDS EAST A DISTANCE OF 21.21 FEET TO A POINT FOR CORNER LYING IN THE COMMON UNE 8ETWEEN THE PRE\IIOUSLY MENTIONED 8LOCK 3, QUORUM WEST ADDITION AND THE 100 FOOT ST. LOUIS SOUTHWESTERN RAILWAY COMPANY RIGHT-OF-WAY; THENCE ALONG SAlD COMMON UNE SOUTH 17 DEGREES 01 MINUTES 00 SECONDS EAST A DISTANCE OF 105.0 FEET TO THE POINT OF' BEGINNING AND CONTAINING APPROXIMATELY 9512.50 SQUARE FEET OR 0.21B4 ACRES OF LAND. THE BASIS OF' BEARINGS IS THE NORTHEAST UNE OF THE 100 FOOT ST. LOUIS SOUTHWESTERN RAILWAY COMPANY RIGHT-OF-WAY. . RONALDREGISTERED TEXAS REG. PAGE 1 OF 1 ------------...... ...... v. 1V100,. P. 􀀱􀁾IJIDCT PARCEL : CQNNEgil --ABf)f§3N PAGE 1 LOT 1. l\Ul()( 1 NiOERSQt .'II 'lllff'fEfm,TI(IH LOT 2. BLOCX , PARCEL 6 EXHIBIT "e' 􀁾􀀠COUNTY: DAllAS ROADWAY: SCUlH QUORUM/INWOODSCALE 1-.. 100' .....-o 60 100 :roo ;,00 ffft1 OF 1 ,/6';",.f'.,.,0' 􀀮􀀬􀀯􀀬􀁾􀀬􀁾􀁾􀁦􀀠CIlICfUoI WE3T ADOI1XIiI""'" .v. mOfA P. ,$ t8)CT OF PARCEt. '" L41vD!.f41?k 8 0UL£'V4I?D ..-lv.J.V N 􀀲􀀷􀁾􀀠59 00 E 21.21 H 1'1" 01' (Ur W 306.iO' S 72' 59' 00' W ST. LOUIS & SOUlHWESTERN N 72' 59' 80.0' RAILWAY COMPANY So.o' 􀁾􀀲􀀡􀁾􀀮􀀵􀀹􀀧􀀠00' W 00' W 130.0'I'fin' TO RA!! ROW MP INWOOD ROAD 599.74 􀁾i" !I I§ ii/t:􀁾􀀧􀀨􀁪! O. P. & L CO. R.O.W. lEI eV. 46". P. J7S) ST. LOUIS & SOUlHWESTERN RAILWAY COMPANY INWOOD ROAD lHP LaserJet 3100 􀁾􀁅􀁎􀁄􀀠CONFIRMATION REPORT for .Pr1nter/Fax/Copier/Scanner Town of Addison ! 9724502834 Aug-23-00 10:50AM Job Start Time Usage 577 8/23 10:49AM 1 '04 u Phone Number or ID Type Pages Mode 402 997 3601 Send .... ,,,." ... 3/3 EC144 Status Completed ........ ....... ,,, .... "." ",."" .." Total Pages Sent: 3 Pages Prlnted: 0 TOWNOl' ADDIsoN To, 􀁥􀀮􀀮􀁾􀁉􀀡􀁙􀁉􀁊􀀠 itJ-lt Compa.y, Unum YMc FAX#: 􀀱􀀭􀀪􀀩􀀧􀁾􀀭􀀷􀀧􀁦􀀷􀀭􀀵􀀶􀁯􀁬􀀠Date: ;f:-2.3-¢C.) # .fpag.. (including ..􀁶􀁥􀁲􀁹􀀺􀁾􀀠Re: ;lizw"'e-}Is: 􀁾􀁲􀀢􀀬􀁐􀀧􀀱􀀠PuBLIC WORKS From: Jim Pierce, P.Eo Assists.t City E.gtn.... Ph..e: ml4!O-2879 FAX: ml45IJ-l834 􀁪􀁾􀁤􀁤􀁕􀁴􀁋􀁴􀀮􀁴􀁌􀁬􀁕􀀠16801 W..tgrove 1'.0._91110 AddlwD. TX 75001-9010 K!It! Crp,ss"o/bu,:I-cluwns/t!I1) eh. ",;tI C-BfM!t7 􀀦􀁦􀁩􀁾􀀷􀀠#'" .;S.tt>JI.. 11«s.. 􀁣􀀮􀀮􀁴􀁊􀀿􀁔􀁴􀁲􀁮􀁾􀁥􀀠tplib JPM-􀁉􀁊􀁓􀁓􀀻􀁓􀀤􀁾􀀠t:tIfiY'. :r &./C<. t4<. 4;;"; ""'l' ew!."""'. 7J,y,1y ( PUBUC WORKS DEPARTMENT Pos. Of!j... Box 9010 Adw.."" T .... 75001.9010 ]6801 Weatgmvl: July 10, 2000'·· Mr. Roland Wedige Union Pacific Railroad 1800 Farnam Omaha, 􀁾􀁥􀁢􀁲􀁡􀁳􀁫􀁡􀀠68102 Re: Railroad Crossings ofAddison Branch at Arapaho Road Extension, and Inwood/S.Quorum Connection Dear Mr. Wedige: this is to confirm our telephone conversation ofthis date regarding the above referenced crossings. You are proceeding with obtaining the in-house approvals needed for the crossings. You also agreed that you can serve as the one point ofcontact for the Town of Addison for the crossing approvals and that you would coordinate with DGNO. I also wanted to explain that the Inwood/S.Quorum crossing is our top priority. The engineering plans are essentially complete and the money is available to build the crossing. We just need your compensation package proposal and the approval to go ahead. I look forward to hearing from you soon. Please give me a call at 972-450-2879 ifyou have any questions or require any additional information. Very truly yours, 􀁾􀁾􀁾􀀠Town ofAddison {rtda-J 􀀣􀁾􀁾􀀠􀁲􀁩􀁐􀁾􀀠R,wdly--I mes C. Pierce, Jr., P.E. Assistant City Engineer 􀁾􀁾􀀠􀁾􀁕􀀠􀁾􀀠􀁾􀀧􀀭w 􀁾􀀠􀁾􀀮􀀮􀁍􀁦􀀧􀀠 ( .. -) ----::!;c---+----b-1212 Cvb$5i(').i -..-.... ----..._._..---------_ .. Town ofAddisonFrom the desk of .) 5350 Bdr Line Road P.O. Box 9009 Rae Armstrong Addison, Texas 75001 (972) 450-7082 (972) 450-7096 FAX Tax: Assistant Date: J)(!;:J::z:; 􀁳􀁥􀁾􀀰􀁴􀁾􀁾􀁾􀀮􀀠. . .,..-'."'􀁾􀀠􀀮􀀧􀁾􀀩􀁴􀁩􀁵􀁉􀁾􀀠. ' &Lv ( d-ti)6 $ /}'" ,2./9'fL i I, ----v 􀁾􀀠. 􀁾􀀠L --¥ I.. Pt: VI 􀁾􀀠s: 􀁾􀀠§ ("-,.g􀁾􀀠;=t \r) t 4'i: \j:><. 􀁾it -J?-j 􀁾􀀠5 􀁾'J1"cJ. ..... 􀁾􀀠"--.. 􀁾􀂣􀀠2\]\ 􀁾􀁾􀁴􀀧􀀡􀀠'l-􀁾t. :J l.. 4! 􀀮􀀮􀀮􀀿􀁾􀀻􀀺􀀩􀀠"1 t \I)􀁜􀀡􀀩􀁾􀀠􀀬􀁾􀀠􀁾􀀠II;{ Qj <¥ ,..,Ai I 􀁾􀀠􀁾􀁾􀀠W 􀁾􀀠0 J C"Jf ' V)\.f) " 􀁾1 ::j;-􀁾􀁾􀀠􀁾􀁾􀀠-/... "9i;, l--;􀁾􀀠􀁾􀀠Jr <;> 􀁾􀀠-􀁾􀀠􀁾􀀠-.20 􀁾􀀼􀁊􀀠.., If> 􀁾􀀠? 0 􀁾􀀠'\J <> 0􀁾􀀭􀀮􀀺􀀠􀁾􀀻􀀠􀁾 􀀠P 􀁾􀀠\􀁾􀀠c;}.. 􀁾􀁦􀀠􀁩􀁾􀀺􀁬􀀠I ei ) 􀀱􀁾c "C 11!. 0 2P ,-\'-'s:: : Continued 􀁦􀁲􀁾􀁭􀀠Page 10. gallons a year. . . " ." . . DGNO offwlals neW 􀁴􀁲􀁡􀁃􀁫􀁾􀀠'. '.􀀱􀁴􀀤􀁾􀁥􀀱􀀺􀁕􀀠to be commit· ted to understanding our business and putting plans in place that we have uninterrupted service; said Bob Neel, general manager of . the Dallas syrup branch. 'Far us, r"H-car service is kind of llke your phone. We can't exist even one day without it doing a major work-around with' trucks. The 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾-Existing track 􀁾􀀠-Newly leased Ir!\ck SOURCE: !1alfTe, Inc. 1-New trackage rights. I ....... Old trackage rights . I I The Dallas Morning 􀁾􀁥􀁷􀁳􀀠Lonnie Blaydes, DART's vice president for commuter rail and railroad management, said RallTex has experience working with transit· · agencies in San Diego and ytah, and . DGNO has worked well with DART on the original lines leas.ed from DART. . 'The partnership with DGNO to date has been very good,' Mr. Blaydes said. ·We've been delighted to· extend the pannership to the other, lines." . , DGNO already operated.on leased Union Pacific track from downtown Dallas to Garland and nonheast to Greenville. It owns a stretch'of tNick" that goes northeast from 􀁇􀁲􀁾􀁮􀁶􀁬􀁬􀁬􀁥􀀧􀀠to connect to the TeXjls Nonheastern at Trenton. problem is that it takes four trucks to equal one rail car,' he said. To keep the plant operating with track deliveries, employees probably would be unloading trucks aroundtne clock, he said. In addi-tion, rail shipping saves Coca-Cola a lot of money, he said. . DGNO also has negotiated trackage rights on the Burlington line from Irving to f1herman through ·Carrollton. Burlington spokesman .Jim Sabourin said the company balieves that it is in its best interests to support shan-haul railroads. 'Without a doubt, short-line rail· roads like DGNO serve a critical role in the industry today. Tha success of large railroads lika BNSF.is depen· dent on the. success of the short lines: Mr. Sabourin said. DART currently leases track to DGNO in several stretches in Gari.:' 􀁄􀁾􀁬􀁉􀀮􀁳􀀠. syrup operations, which. land, in the Fair Park-East Dallas : needs about l1,'lanklo.ds of corn area and coming out of the down· sweetener a day, .or about 66 'million town Dallas area. 􀀬􀁾...'..􀀬􀀭􀀻􀀺􀀻􀀬􀀺􀁾􀀮􀀻� �􀁾􀀮􀀠,-....􀁾􀁾􀀭􀁾􀀭􀀢􀀢􀀢􀀠..􀁾..-..,---.. "-,... , i. ti fa of. m' isl se et: en at co tr: Al fr, er) Tr tio ics ma 8M the for ist pre 10, (21J doG bas: hav adn ' cor ma edl Texas Northeastern' ·operateS.en' leased track from Shermantq·P.rls, . po: and from New Boston to Texarkana.' dJj RailTex operates the tviora!lrciads. gi( largely as a single entity: ", pI> 􀀧􀁩􀀬􀀻􀁊􀁾􀀧􀁬􀀧􀀬􀀮􀀺􀀮􀀧􀀻􀀮􀀬􀀮􀀬􀀻􀀢􀀮􀀡􀁉􀀬􀀺􀁩􀁾􀀭􀀧􀀠,,;,," 􀀬􀁣􀀬􀀻􀀬􀀺􀁾􀀠􀀺􀁾􀀭..:s 1 I RAILROAD CROSSING STUDY I FOR TWO PROPOSED RAILROAD CROSSINGS I I p,.ep.,.ed '0,. fhe TOWN OF ADDISON J ADDisoN p,.ep.,.ed By.,i , Grantham. & 􀁗􀁡􀁬􀁤􀁾􀀠Engineers. Inc. 1919 S. SrutoH ROAD. SUITE 530 -GARLAND. TEXAS (TEL) 972-840-1916 (FAX) 972-840-2156 JANUARY .,999 EXHIBIT "An COUNTY: DALLAS ROADWAY: SOUTH QUORUM/INWOOD CONNECTION • 6' DRAINAGE EASEMENT: DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract of land situated in the Town ofAddison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part of Inwood Park North Addition, an addition to the Town ofAddison, Dallas County, Texas Recorded In Volume 79234, Page 0001 Plat Records ofDaUas County, Texas, and being more particularly described as foHows: COMMENCING at a found Y:. inch iron rod at the Northeast corner ofsaid Lot 3, said point also being on the West Right-Of-Way Line ofInwood Road, (a 60 foot Right-ofWay at this point); THENCE, South 17°01 '00" East, along the West Right-of-Way ofInwood Road, a distance of309.79 feet to the POINT OF BEGINNING; THENCE, South 17°01 '00" East, along West Right-of-Way ofInwood Road, a distance of41.3 5 feet to a point for corner, said point being on Southeast corner of said Lot 3; THENCE South 89°37'46" West, departing said Right-of-Way ofInwood Road and along the South line ofsaid Lot 3, a distance of6.26 feet to a point for a corner; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way ofInwood Road, a distance of39.56 feet to a point for a corner; THENCE North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. n....􀀬􀁴􀀱􀁬􀁴􀀲􀁾􀀠\I H !oe:. Donald R. Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 E:\9947iNotcs\6 foot -drainage easement de-t5.doe P'!l< ! _____ /• ,, 8LOCX 1 '-,v. 81005. P. 14,5+ ORDcr O.ft.o.c.T.,J :􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀭􀀭􀀭􀀺􀁾􀁾􀁣􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁟􀁦􀀭... -....:=--_ 􀁾􀀺􀀺􀀮􀀭􀀭... 􀁾􀀠􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀽􀀽􀁾􀀭􀁾􀀠---PARCEL//' [gJ ---------D. P. & L. CO. R.O.W. PARC£L 􀁾􀀠(v. 4617, P. 375)-./􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀁾􀀬􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀁾􀀭􀁾􀀽􀀽􀁾􀀭􀀲􀁾􀁾􀂷􀂷 􀁾􀀭􀀭􀁾􀀭􀀭􀁉􀁉􀁾􀀮􀁑􀁾􀁴􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭--'-------------, N17'Ol'OO'W . ¥ iirlcST. LOUIS & SOUlHWESTERN i>ll <" ST. LOUIS & SOUlHWESTERN..8 iSl"!C -RAILWAY COMPANY 􀁃􀀺􀁊􀁬􀁾􀀠 RAILWAY COMPANY 'q' " '" I<./ftl0;"; Nl7'01'00'W 􀁾􀀡􀁬􀀠INWOOD ROAD 􀀱􀂣􀁾􀁾􀁴􀁩􀀲􀁴􀁩􀀠\ 􀁥􀀯􀁾􀀠INWOOD ROAD !i." ...... I I IAf' 􀀱􀀱􀀲􀀧􀀺􀁾􀀺􀀮􀀮􀀮􀀭􀁟􀀭􀀭􀀭􀀺􀀺􀁓􀁬􀀡􀀡􀀮􀀷 􀀧􀀰􀀱􀂷UO"E J09.79' 􀁾L 1 IRf' 1/r IRf' S,IlI" It:; -_/jPOINT...QE/􀁾􀁏􀁍􀁍􀁅􀁎􀁃􀁉􀁎􀁇􀀠'" .... t '" IIIWOOO PIiRK NC1R11I _'N.IIIWOOD PIiRK IIC1R11I _'rI. LOT IIOT:I IItIL "234, PC. 0001IItIL "2.'M. PC. 0001 Sl7'01'OO"E 216.67' /SCALE : 1" = 100' 􀀺􀁲􀁯􀁾􀀠􀀨􀁃􀁩􀁲􀁲􀁾􀀧􀀲􀀮􀀮􀁄􀁉􀁓􀁯􀁴􀁶􀀠l:If?A,NC/-t FA,R"iie, R o 50 100 200 JOO £c : J§:/UNE TABLE NO. BEARING OIST. S17'OI'OO"E 41.35' 2 589'37'46" 6.26' 3 N17'OI'oo"W 39.57' '4 N72'S9'OO"E 6.00' I􀀡􀀯􀁧􀁾􀁩􀁲􀀡I '<: tiJ QlJal\Jw AllOlnct< //t:;.if1ll0Cl( 1 I I I "I{"V. 19100. P. '895 ORDer I I 􀁾􀁴􀀮􀀺O.Flo.c.r. 110 01<.I I "I I .t:; I11/'-(jI /I /I . I I :11) /:--__ ----::------_ --_ ---􀁾􀀱􀀧􀀻􀀠'C!ZI',4 --__ 􀀭􀀭􀀭􀀭􀀭􀀺􀀮􀂥􀀭􀁾􀁉" fi'"20"r-;t:.-----J.D' II I <0" U!lI.. 􀀥􀁾􀀭􀀺􀀭􀁬􀀮􀀮􀀮􀁊􀁪􀁾􀁦􀁴􀀱􀁾􀀭I /'" I I "'I' Lor i, BLOC:X , • 􀁾􀁡􀁷􀁍􀀠VlEST ADOITIa'f fI!r, '._ _j EXHIBIT as-COUNTY ; ROADWAY PARCEL; ; DALLAS SOU'Tli QUORUM/INWOOO CONNECTION DRAINAGE ESW'T. (OE-6) 􀁾.... 􀁯􀁾􀀠i. 􀁦􀀲􀀮􀀮􀀮􀀧􀁾􀀠ll\LIlkl DONALD R_ HOWARD REGISTERED PROFESSIONAL LAND TEXAS REG, NO. ZS Lt.. 􀁾􀀧􀀧􀀧􀀧􀀺􀀭􀀭􀁩􀁬􀀡􀀡􀀡􀁟􀀠i PAGE ANDERSCI'< '" ""IE Allem"" v. g!SJ. P+-'PRocr LOT 2, BLOCK t8!i1 j' _. __ ____.... 6 􀀭􀀭􀁾􀀢􀀢􀁉􀁉􀁉􀀻􀀻􀀻􀀭􀀬􀀠􀀴􀁾􀀠􀁾􀀠SCALE ," .. '00' o 50 100 200 UNE TABLE NO. BEARING S21'59'oo" 2 N12'59'oo"E 10.00' J S62'OI'oo"E 14.14' 4 N21'59'OO"E 21.21' ST. LOUIS &: SOUTHWESTERN RAILWAY COMPANY INWOOD ROAD JOO QUOOU" AOO/TIONIll.OCI< 3 Y. 79'00. P, ,e9S ORDeT a,R,o,cT, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I I--_---J I .... .....J 􀁑􀁕􀁾􀀢􀀠WEST AOOIl1C14 Bl.0CK 3 v. 􀀸􀀧􀁾􀀠P. 1464 ORDeT a,RD.cT, 92.98' EXHIBIT "8COUNTY: DALLAS ROADWAY: SOUTH QUORUM/lNWOOD CONNECTION PARCEL: ROAOWf\V ESM'T.(RE-7) tr.........w 􀁦􀀲􀀮􀁴􀁧􀁌􀀮􀀬􀁾􀀠1Ilt'lec 􀁦􀀡􀀬􀁲􀀺􀁲􀁾􀁾􀁾􀁾􀁓􀁑􀁾􀀢􀁉􀀠DONALD R. HOWARD REGISTERED PROFESSIONAL TEXAS REG. NO. Z8t-z.. LOT I, BLOCK 1 D. P. & L. CO. R.O.W, (V, 4617, P. J75) -----------------'-ST. LOUIS &: SOUTHWESTERN RAILWAY COMPANY INWOOD ROAD PAGE OF PARCEL 6 (gJ ..----.._----"-----j' EXHIBIT "A" COUNTY: DALLAS ROADWAY: SOUTH QUORUMfINWOOD CONNECTION 6' DRAINAGE EASEMENT: DE-7 DRAINAGE EASEMENT NO. :0&-7 BEING a 120 square foot tract ofland situated in the Town of Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 3 Inwood Park North Addition, recorded in Volume 79234, Page 0001 Plat Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING at found Vz inch iron rod at the Northeast corner ofsaid Lot 3, West of Right-of-Way line ofInwood Road (a 60 foot Right-of-Way at this point); THENCE South 17°01 '00" East along the said West Right-of-Way ofInwood Road, a distance of 111.82 feet to a point for the Northeast corner ofsubject drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 17°01 '00" East along said West Right-of-Way, a distance of20.00 feet to a point for corner; THENCE South 72°59'00" West departing said West Right-of-Way, a distance of6.00 feet to a point for a corner; THENCE North 17°0 I '00" West, parallel to and 6.00 feet from said West Right-of-Way, a distance of20.00 feet to a point for a corner; THENCE North 72°59'00" East, a distance of6.00 feet to the POINT OF BEGINNING and containing 120 square feet or 0.0028 acres ofland, more or less. Donald R Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Dehra\\99471aotes\6 foot-drainage easement 􀁤􀁥􀀷􀁾􀁮􀁯􀀮􀀲􀀮􀁤􀁯􀁣􀀠Page: I .f • ,.:. BEARING [)1ST. 1 S17'OI'OO"E 20.00' 2 512'59'00· 8.00' .'5 N17'OI'OO"W 20.00' 4 N72'59'OO"E IJ.OO· EXHIBIT -8COUNTY: DALLAS ROADWAY: SOUTH OUQRUMjlNWOOO CONNECTION PARCa: DRAINAGE ESM'T, (0E-7)SCALE 1" == 100' 􀁾e' 􀁾􀁣􀀮􀀠e.Mf" 􀀧􀁾􀀦􀁌al L\ /1:0DONALD R. HOWARD o 50 100 200 300 //§/j UNE TABLE I􀀯􀀯􀁧􀁾􀁾I '("!iJ COCRW . (V. 4617. P. 375) ••__•• __􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀮􀀮􀀭􀀭􀀽􀀻􀁾􀀭􀀭􀀭􀀬􀀮􀀮􀀮􀀮􀀭􀀮􀀮􀁃􀁊􀀮􀀭􀁟􀀻􀁭􀀻􀀻􀀻􀀻􀀻􀀺􀀻􀀻􀀻􀀻� �􀁷􀁟􀀭􀀭􀀭􀁟􀀬􀀭􀀡􀁈􀀮􀁴􀁟􀀭􀀭􀀭􀀮􀀭􀀭􀀭..--...--..---. '--"--"--......L_____ ST. LOUIS & SOUTHWESTERN ST. LOUIS & SOUTHWESTERNRAILWAY COMPANY RAILWAY COMPANY REGISTERED PROFESSIONAL TEXAS REG. NO. 'Z&"L INWOOD ROAD N17'01 COUNTY: DALLAS ROADWAY: SOUTH QUORUMJINWOOD CONNECTION 6' DRAINAGE EASEMENT: DE-5 DRAINAGE EASEMENT NO. 0 E -5 BEING a 332 square foot tract of land situated in the Town ofAddison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 1 of Inwood Park North Addition recorded in Volume 79234 Page 0001 Plat Records of Dallas County, Texas, and being more particularly described as foHows: COMMENCING at found 5/8 inch iron rod at the Southeast corner ofsaid Lot 1 and West Right-of-Way line ofInwood Road (a 60 foot Right-of-Way at this point); THENCE North 17°01 'OC)" West, along the said Right-of-Way ofInwood Road, a distance of264.67 feet to a point for the southeast corner ofsubject drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 72°59'00" West departing said West Right-of-Way, a distance of6.00 feet to a point for comer; THENCE North 17°01 '00" West parallel to and 6.00 feet from said West Right-of-Way, a distance of56.25 feet to a point for a a corner, said point being on the South Right-ofWay line ofa 50.00 foot wide access of utility and drainage easement. Dedicated to the Town ofAddison as part ofthis subject addition; THENCE North 􀀸􀁾􀀳􀀷􀀧􀀴􀀶􀀢􀀠East along South Right-of-Way line ofsaid 50.00 feet easement, a distance of6.26 feet to found V. inch iron rod for comer, said point being on the West Right-of-Way of said Inwood Road; THENCE South 17°01 '00" East along West Right-of-Way ofInwood Road a distance of 54.46 feet to the POINT OF BEGINNING and containing 332 square feet or 0.0076 acres ofland, more or less. 􀁾􀀨􀁚􀀮􀁾􀀠II\ll\ro Donald R. Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Dehra\\9947\nates\6 foot·drainage casement dlili-5.doc Page 1 EXHIBIT -BCOUNTY : DALLAS-..... ROADWAY : SOUTH OUORUM/!NWOOO􀁾􀁾􀀭􀀭􀀭􀁾􀀠CONNECTION SCALE : 1· = 100' o 50 100 200 UNE TABLE QUORIJN YoEST AoomCfl Bt.OCI< 3 Y. 􀀸􀀱􀁾􀀮􀀠P. f 4-5-4 ORoer C.R.O.C.T. llOORIJ'" 􀁾􀀰􀁉􀀱􀀱􀁃􀁦􀀼􀀠Bt.OCI< J Y. 79100. P. la9S OReer O.RD.C.T. PARCEL )I> PARCEL: DRAINAGE ESM'T. (DE-5) Cf?M.. eQJl e!4z\£!uSl841 lllnllllD DONALD R.HOWARD REGISTERED PROFESSIONAL 􀁌􀁁􀁎􀁄􀁯􀀮􀀮􀀻􀁾􀁾􀀧􀀬􀀨􀁏􀁒􀀠TEXAS REG. NO. z:8.L1:.... D. P. & L. CO. R.O.W. (V. 4617. P. 375) '0 o-PAGE OF PARCEL 6 􀁾􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭NO. 1 2 3 4 JOO BEARING DlST. ' S72"59'OO' 6.00' NI7'OI'oo'W 56.25' N89'37'46"E 6.26' $17'01'00"[ 54.46' ST. LOUIS & SOUTHWESTERN ST, LOUIS & SOUTHWESTERN8RAILWAY COMPANY -RAILWAY COMPANY N17'Ol'OO"W N17'Ol'oo'W INWOOD ROADINWOOD ROAD 1RfI/2" 1RfI/2" L4 L2 DE-5 (332 S,F,) 319.13 RAILROAD CROSSING STUDY FOR TWO PROPOSED RAILROAD CROSSINGS FOR THE TOWN OF ADDISON Prepared by: GBW Engineers, Inc. 1919 S. Shiloh Road Suite 530 Garland, Texas 75042 January, 1999 Table ofContents Railroad Crossing Study for Two Proposed Railroad Crossings For the Town of Addison 1 INTRODUCTION 2 1RAFFIC CONDmONS 2.1 General Description ofthe Area 2.2 Description ofthe Transportation Network 2.3 Capacity ofthe Transportation Network 2.4 Alternatives to the Railroad Crossings 3 CONSTRUCTION IMPACTS 3.1 Geometric Considerations 3.2 Railroad Impacts 4 CONCLUSIONS AND RECOMMENDATIONS LIST OF TABLES Table No. l. Traffic Study Tabulation 2. Comparison ofTraffic Volumes and Level ofService LIST OF EXHIBITS Exhibit No. A Proposed Railroad Crossings B Location Map C Aerial Photograph D Major Thoroughfares E Arapaho Road Crossing F Quorum Drive Crossing 98·094 2 3 4 4 4 5 9 11 11 11 13 Page 6 7 January II, 1999 􀁾􀀠. Section 1 Introduction The Town of Addison is a community in north Dallas County that contains highly concentrated commercial and residential land uses. It is generally bordered by similar high density developments in the cities ofCarrollton, Farmers Branch and Dallas. The hotels, office buildings, retail businesses and restaurants in Addison are daily destinations for many DallasIF orth Worth residents and visitors. As a result, the primary transportation arteries in Addison are frequently overloaded with traffic. The land adjacent to many ofthe busiest thoroughfares in Addison bas been fully developed up to the existing right-of-way lines; consequently, it is not feasible to widen them. This has dictated that the Town ofAddison look for alternative ways to relieve the local transportation network. The extensions ofArapaho Road and Quorum Drive are two important thoroughfare improvement projects which have been identified by Addison's staff. These improvements involve crossing a Union Pacific railroad spur spur at the two locations shown in Exhibit A. GBWEngineers, Inc. (GBW) was retained by the Town ofAddison to update a previous 1994 study ofthe two proposed railroad crossings. The subsequent sections in this report contain a description oftraffic conditions in the vicinity ofthe proposed crossings, alternatives to the crossings, and the construction impacts. 98-094 3 Januaty 11.1999 -CD ARAPAHO ROAD CROSSING ARAPAHO EXTENSION ( UNDER 􀁃􀁏􀁎􀁓􀁔􀁒􀁾􀁬􀁃􀁉􀁊􀁏􀀧􀁎􀀩􀀠Bell Line Rd AWe...,... PROPOSED® QUORUM DRIVE CROSSING RAILROAD CROSSINGS TOWN OF ADDISON EXHIBIT A Section 2 Traffic Conditions The first phase ofthe previous study involved an evaluation oftraffic conditions in the general area ofthe proposed railroad crossings. This phase included the following steps: • Examine land use in the general area. • Review existing historical and projected traffic volumes within the transportation network. • Evaluate whether the proposed railroad crossings would help to alleviate traffic congestion. • Determine ifviable alternatives exist to the proposed crossings. 2.1 General Description ofthe Area The Town ofAddison is a north Dallas community with a residential population of 11,500 located in four and a halfsquare miles. Exhibit B is a location map for the Town ofAddison. Addison'spopUlation swells during the daytime hours to approximately 100,000 people who travel to work or to eat at one ofthe Town's 140 restaurants. There are approximately 1,500 single family homes, 22 apartment complexes and 17 hotels within the Town limits. Numerous retail areas are located in and adjacent to Addison, totaling around 1.6 million square feet of retail space. Major Dallas retail centers, including the Galleria and Valley View Mall are adjacent to Addison. The Addison Airport is the third busiest general aviation airport in the nation. It is home to approximately 750 aircraft. One of the commercial areas that will benefit from the railroad crossings is the Quorum DrivelLandmark Boulevard business park, bounded by Belt Line Road, the North Dallas Tollway, Spring Valley Road and the Union Pacific railroad spur. This area currently contains 2.0 million square feet ofoffice space. One-third ofthis land is vacant and open to future development. A significant amount of high density commercial, retail, and residential construction is presently underway on the west side ofthe North Dallas Tollway. This includes multi-story office buildings just north and south of Spring Valley Road, and the mixed use Addison Circle development just north ofArapaho Road. Exhibit C is an aerial photograph which highlights the development density in the vicinity ofthe requested railroad crossings. 98·094 4 Januw:y 11.1999 u ADDISON AIRPORT ARAPAH RD Mockingbird I , '--'\ ,j //\ /\ \./, \ '--:I ( &Engineers, Inc. 􀁾ADDISON CITY LIMITS LOCATION MAP TOWN OF ADDISON EXHIBIT B t ". ITJ CROSSING 1 [I] CROSSING 2 0 UNION PACIFIC RAILROADmNORTH DALLAS TOLLWAY 􀁾ADDISON AIRPORT 􀁆􀀽􀀽􀀭􀀭􀀭􀀭􀀽􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀠[±J MIDWAY ROAD 􀁾INWOOD ROAD EXHIBIT C 􀁾SPRING VALLEY ROAD [Q] QUORUM DRIVE AERIAL PHOTOGRAPH Traffic Conditions (cont'd) 2.2 Description ofthe Transportation Network The Dallas North Tollway is a major north-south freeway which passes through Addison. It serves as a link between the north Dallas urban and suburban communities and downtown Dallas. Interstate Highway 635 (I.H. 635) is an east-west freeway located just south of Addison. Preston Road (U.S. 289) is a six-lane divided urban thoroughfare which runs north and south on the east side of Addison. Midway Road and Marsh Lane are north-south urban thoroughfares which pass through Addison on the west side oftown. Inwood Road! Addison Road is a four-lane undivided north-south thoroughfare which passes through the center of Addison. The major thoroughfares which pass through Addison from east to west are Belt Line Road and Spring Valley Road, although only the portion ofSpring Valley Road between Midway Road and Marsh Lane is located withio Addison's city limits. Belt Line Road, which is a continuous loop around Dallas County, is one ofthe most congested urban roadways in the region. Arapaho Road is a major thoroughfare which enters Addison from the east and currently ends just west ofthe Dallas North Tollway. An extension ofArapaho Road, from just west ofthe Tollway to Addison Road, is presently under coustruction. The further exteusion of Arapaho Road from Addison Road west to Marsh Lane wonld require one of the two proposed railroad spur crossings. These major freeways and thoroughfares are shown on Exhibit D. 2.3 Capacity of the Transportation Network Traffic congestion on Belt Line Road withio the city limits prompted the Town ofAddison to commission a traffic study. This study included a tabulation of the recorded traffic volumes for different segments ofBelt Line Road from 1982 to 1996. This tabulation, which is provided in Table 1, indicates the steady increase in traffic volumes during this period. In addition, the study included a comparison oftraffic volumes and Level ofService (LOS) between 1996 traffic volumes on Belt Line Road and projected volumes for the year 2020. This comparison for the section ofBelt Line Road just west ofAddison Road and east of Midway Road is sununarized in Table 2. 98-094 5 January II. 1999 II 􀁾􀁾􀀠liO 1>«!!e:: 3:: ...J ...J 0 ARAPAHO RD . I-La Coso Or /􀁾􀁉::E , SPRING VALLEY Alpho Rd Vclle View Lfl ____ ' LJ i Churchill W'I f-,J foresl Ln II MAJOR THOROUGHFARES TOlVN OF ADDISON EXHIBIT D TABLEl TRAFFIC STUDY TABULATION -􀀽􀁾􀀠􀁾􀁾􀁣􀀽􀁣􀁾􀁾􀀠􀁾􀁾􀁾􀁾􀀠􀁾􀁾􀀢􀀠􀁾􀀠􀁾􀁾􀁾􀀠VPD VPD VPD VPD VPD Difference 1996% Increase From Street Location 1982 1986 1989 􀀱􀀹􀀹􀀳􀁾􀁾􀁾􀀠1996 1989 1989 ARAPAHO ROAD Addison Road to Spectrum 7000 10115 6205 16097 13266 7061 113.80% Spectrum to Dallas Parkway 8300 11640 10379 11731 11181 802 7.73% BELT LINE ROAD West ofMarsh Lane 23000 41115 39539 42847 54212 14673 37.11% Marsh Lane to Surveyor Blvd. 29600 41411 36171 41054 54846 18675 51.63% Surveyor Blvd. To Midway Road 25200 38435 36395 40010 52709 16314 44.82% Midway Road to Beltway 33300 48249 41928 54199 59148 17220 41.07% Beltway to Addison Road 38200 54442 44772 52243 69591 24819 55.43% Addison Road to Quorum Drive NA 42387 42340 49028 68757 26417 62.39% 􀁲􀀭􀀭􀀭􀁾􀀠Quorum Drive to Dallas Parkway NA 38084 40788 44949 66777 25989 63.72% Dallas Parkway to Montfurt 36000 34882 37332 42046 49905 12573 33.68% Montfort to White Rock Creek 37500 32612 43037 􀀴􀀲􀀱􀀹􀁾􀀠􀁾􀀵􀀱􀁾----8008 18.61% VPD = Vehicles Per Day 􀁾􀀠98.Q94 6 January 11, 1999 􀁔􀁲􀁾􀁛􀁦􀁩􀁣􀀠Conditions (cont'd) TABLE 2 COMPARISON OF TRAFFIC VOLUMES AND LEVEL OF SERVICE (LOS) FOR BELT LINE ROAD Scenario Daily Volwne Just West of Addison Road Link LOS Volume Capacity Daily Volume Just East of Marsh Lane Link LOS Volume Capacity 1996 Count Y r 2020 wIArapaho to Marsh Lane 69,591 54,000 F F 1.60 1.24 54,846 43,000 t-H 1.26 .99 The capacity ofBeIt Line Road was established using data obtained from the North Central Texas Council of Governments (NCTCOG), which is a regional planning agency. NCTCOG has developed a regional traffic model for the Dallas-Fort Worth metroplex which can be accessed by local municipalities for transportation planning purposes. A daily capacity of 43,500 vehicles was used for the Volume/Capacity calculations. The year 2020 scenario assumes that Arapaho Road is extended from Addison Road to Marsh Lane. LOS is a quantitative measure identifying how effectively traffic is managed along a roadway link and is defined by categories A through F. The Highway Capacity Capacity Manual (Special Report 209) provides the following general statements regarding arterial LOS: *Level-of-service A describes primarily free flowoperations at average travel speeds usually about 90 percent of the free flow speed for the arterial class. Vebicles are completely unimpeded in their ability to maneuver within the traffic stream. Stopped delay at signalized intersections is minimal. *Level-of-service B represents reasonably unimpeded operations at average travel speeds usually about 70 percent of the free flow speed for the arterial class. The ability to marteuver within the traffic stream is ouly slightly restricted and stopped delays are not bothersome. Drivers are not generally subjected to appreciable tension. 7 January II, 1999 Traffic Conditions (cont'd) *Level-o(:.service C represents stable operation. However, ability to maneuver and change lanes in mid-block locations may be more restricted than in LOS B, and longer queues and/or adverse signal coordination may contribute to lower average travel speeds of about 50 percent of the average free flow speed for the arterial class. Motorists will experience an appreciable tension while driving. '*Level-o(:.service D borders on a range in which small increases in flow may cause substantial increases in approach delay and, hence, decreases in arterial speed. This may be due to adverse signal progression, inappropriate signal timing, high volumes, or some combination ofthese. Average travel speeds are about 40 percent offree flow speed. '*Level-o(:.service E is characterized by significant approach delays and average travel speeds of onethird of the free flow speed or lower. Such operations are caused by some combination of adverse progression, high signal density, extensive queuing at at critical intersections, and inappropriate signal timing. '*Level-o(:.service F characterizes arterial flow at extremely low speeds below one-third to one-quarter of the free flow speed. Intersection congestion is likely at critical signalized locations with high approach delays resulting. Adverse progression is frequently a contributor to this condition. Table 2 confirms that the extension ofArapaho Road reduces the projected increase in traffic volumes on Belt Line Road through the year 2020. In the vicinity of Addison Road, the Arapaho project is to projected to divert 14,000 to 15,000 vehicles per day from Belt Line Road resulting in a net improvement in LOS from the existing condition. Near Marsh Lane, the NCTCOG traffic model predicts that the Arapaho Road extension will result in a 28% net diversion oftraffic from Belt Line Road ofabout 11,000 vehicles per day with a resulting improvement in the LOS. Consequently, the Arapaho Road extension, with the associated railroad spur crossing, is considered considered vital to the improvement ofAddison's transportation network. In addition to the Arapaho Road railroad spur crossing at Location 1, a second spur crossing located between Belt Line Road and Spring Valley Road, was evaluated (See Exhibit A). The primary factors that provide the impetus for a second railroad crossing are outlined below: 98-094 8 January 11, 1999 Traffic Conditions (cont'd) • Westbound traffic crossing under the Dallas North Tollway on Valley Verde cannot connect with a north-south arterial south ofBelt Line Road. • The North Dallas Tollway service road on the west side between Verde Valley and Spring Valley only provides access for southbound vehicles. • The Quorum DrivelLandmark Boulevard business park contains high-rise commercial and hotel development. The remaining undeveloped land in this business park is slated for similar high-density development. Traffic from these developments cannot connect with a north-south arterial south ofBelt Line Road. • There is no way for eastbound traffic to enter the Quorum DrivelLandmark Boulevard business park other than from Belt Line Road. • In order to access the Inwood Road!Addison Road arterial at the nearest point, traffic from Verde Valley and the Quorum Drive!Landmark Boulevard business park must first travel west on Belt Line Road or go south on the Tollway service road and west on Spring Valley. • The property south ofQuorum DrivelLandmark Boulevard, including the Princeton and Wellington office buildings, can only be entered from the north and exited to the south on the Tollway service road. Not only is this difficult for the users of the property, it is also difficult for emergency service vehicles that have to deal with limited access and severe congestion. • A railroad crossing between Belt Line Road and Spring Valley Road at Location 2, Exhibit A, would provide additional relief to the severely congested southbound Tollway service road and provide relieffor Belt Line Road. 2.4 Alternatives to the Railroad Crossings Belt Line Road, from the Dallas North Tollway to Marsh Lane, has been largely developed on both sides up to a l00-foot wide road right-of-way (R.O.W.). Nine-foot-wide parkways are typical behind the curb on both sides ofthe roadway. The existing commercial, retail and restaurant developments that abut most of this portion ofBelt Line road make a roadway widening project impractical. Consequently, upgrading the existing railroad by widening the crossing at Belt Line Road is not feasible. A similar condition exists with the existing developments along Spring Valley Road between the Dallas North Tollway and Marsh Lane. Inaddition, the railroad crossing at Spring Valley Road is located within the city limits ofFarmers Branch. As a result, the Town ofAddison does not have the jurisdiction required to widen this crossing. Given the degree of traffic 9 JanuillY 11.1999 Traffic Conditions (cont'd) congestion in the general area, and the difficulty emergency vehicles have in accessing the Quorum DrivelLandmark Boulevard business park, an additional railroad crossing (No.2 on Exhibit A) between Belt Line Road and Spring Valley Road is essential. Grade-separated crossings at the Arapaho Road and Quorum Drive extensions were also considered. At Quorum Drive, there is not sufficient room to construct the ramps required for a grade-separated crossing. At Arapaho Road, a grade-separated crossing would have to span a wye portion ofthe spur and Addison Road. The height ofan elevated crossing at this location would represent a safety hazard for the aircraft at neighboring Addison Airport, as the bridge would be located across the flight path. In addition, there is not sufficient room between Addison Road and the railroad spur to construct an underpass. Therefore, gradeseparated crossings are not viable alternatives to the proposed at-grade crossings. 98·094 10 January II. 1999 Section 3 Construction Impacts The second phase ofthe previous study involved a review ofthe construction impacts associated with the proposed railroad crossings. This phase included the following considerations: • Geometric considerations ofthe railroad crossings. • Impact ofthe crossings on railroad operations. 3.1 Geometric Considerations The extension ofArapaho Road (see Location I -Exhibit A) across a wye portion ofthe an indnstrial spur will require dual at-grade railroad crossings. These crossings would occur at approximate elevations of628 and 630 mean sea level (msl). The intersection ofAddison Road and Arapaho Road is at an approximate elevation of630 msl. Consequently, the road extension across the wye would be relatively flat. The future horizontal alignment for the Arapaho Road extension shown in Exhibit E maintains an approximate minimum horizontal clearance of50 feet from the southernmost trunk railroad track (see Exhibit E). An extension ofQuorum Drive/Landmark Boulevard across the railroad spur (see Location 2 -Exhibit A) will require a single at-grade crossing. This crossing, as shown in Exhibit F, occurs at an approximate elevation of633. The Inwood Road intersection would occur at an approximate elevation of630. A straight grade of5.50/0:1:: would result between the track and Inwood Road (see Exhibit F). Although the horizontal and verticai geometries would need to be evaloated in more detail during the design phase, there appear to be no geometric constraints which would prohibit the aforementioned railroad crossings. 3.2 Railroad Impacts The following are three impacts on the railroad which have been identified as a result ofthe two proposed crossings. • The two tracks at the Arapaho Road wye crossing would not be crossed at right angles, resulting in a less than ideal line of sight condition. A fuliy signalized crossing with gates would be proposed to mitigate this condition. • The impact on switching movements at the wye would need to be considered. Addison previously completed an upgrade ofthe Addison Road railroad crossing which relocated a switch out ofthe road crossing and realigned one ofthe wye tracks. 98·094 It January 11. 1999 Construction Impacts (cont'd) • 'Three spur tracks would be crossed at the Quorum Drive/Landmark Boulevard location. Coordination with railroad operations would be required to determine the impact ofthe multiple track crossing. A fully signalized crossing with gates would be proposed to mitigate the concerns associated with this crossing. 98-094 12 January II, 1999 o co-\ I io!I 􀁾􀀠Ir.l 0 Z ...... if) if) oz 􀁯􀀺􀀺􀁯􀁾u2l 􀁾􀀠􀁯􀀺􀀺􀀺􀀺􀀺􀁉􀁾􀁅􀀭􀀼..: ...... iE LANDMARK CROSSING @Cl ::::;: :::> 0< Cl ::> o QUORUM DRIVE Engineers, Inc. QUORUM DRIVE PROPOSED SOUTHERN ALIGNMENT TOWN OF ADDISON EXHIBIT F Section 4 Conclusions and Recommendations Rapid growth in north DaUas and the neighboring suburban communities has resulted in traffic congestion on many urban thoroughfares. The Town ofAddison, which is in the center ofthe growth corridor, is highly developed with commercial, hotel, retail and restaurant developments either inside or adjacent to its city limits; consequently, its primary thoroughfares are particularly congested. A traffic study commissioned by Addison demonstrates the existing poor level ofservice on Belt Line Road, the busiest east-west thoroughfare. There is no room for the expansion ofBelt Line Road within the present right-of-way, and existing developments on both sides ofthis roadway make a widening project impractical. The most feasible way to relieve one ofthe most congested segments ofBelt Line Road is to continue the extension ofArapaho Road from Addison Road west to Marsh Lane. This extension involves the crossing ofa wye on the Union Pacific spur just west ofAddison Road. This is the first railroad crossing requested by the Town ofAddison. The second railroad crossing requested by Addison is also designed to relieve the severely congested southbound Tollway service road along with Belt Line Road. In addition, this railroad crossing will provide better access for emergency vehicles to and from the Quorum DrivefLandmark Boulevard business park. Presently, there is no way for eastbound traffic to access this business park other than from Belt Line Road. IfQuorum Drive were extended across the Union Pacific spur, access to the business park would be provided to Inwood Road, a north-south thoroughfare which counects with alternative east-west thoroughfares. The Town of Addison recognizes that the proposed railroad crossings affect railroad operations, however, the pressing need to upgrade an already overloaded road network in this area provides the Town with no other practical alternative. Addison has a strong desire to work with Union Pacific to mitigate any concerns regarding the impact ofthe proposed crossings on the affucted railroad spur. 98·094 13 January II. 1999