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Home My WebLink AboutRES 86-054 R E S O L U T I O N BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the Transportation Plan, attached hereto and made a part hereof be, and it is hereby, adopted as an element of the Comprehensive Plan of the City of Beaumont. PASSED BY THE CITY COUNCIL of the City of Beaumont this the day of 1986. Alzl"JAKO"" Mayo r - f The Transportation Plan consists of the goals, objectives, policies and proposals of the City Council for guiding the long-range physical development of Beaumont's transportation network. It is needed in order to insure objectivity, consistency and efficiency in meeting Beaumont's long-range growth and redevelopment needs. The Plan makes it possible to document and justify decision making in accordance with predetermined and agreed-upon goals, objectives and policies. It clearly places the responsibility for establishing transportation policy with the City Council. The Plan is intended to provide a long-range, general policy framework for decisionmaking. The Plan is not an ordinance, a body of regulations, or a precise blueprint for development. The policies, proposals, and diagrams included in this chapter address broad areas of concern, such as major roadway alignments and mayor policies with city-wide implications. Adoption of the Plan does not mean that its goals, objectives, and policies are permanent or irreversible. As conditions in the community change and new issues emerge, the City Council will have to revise and update its goals, objectives, and policies. New information that becomes available will, in certain instances, necessitate revision of the Plan, and some policies may prove to be unworkable or unrealistic. To insure that the Plan is kept current and up-to-date and that it reflects existing Council policies, it must be reviewed on an annual basis. / -1- ' x PROPOSALS The Plan is summarized in Figure 5-1, which is a "policy development diagram" showing the relation of transportation issues, goals, objectives and policies . Long-Range Plan Figure 5-2, the long-range Major Street and Highway Plan, shows a long-range plan for development of a system of freeways, arterial, and collector streets. The plan depicts a "full development" scenario, showing the transportation routes that would be needed if Beaumont and future growth areas in the extraterritorial jurisdiction developed all of its usable land as shown in the Land Use Element of the Comprehensive Plan. For this reason, the long-range plan is not tied to a specific time span. Use of the "full development" scenario as the basis for the long-range plan will enable transportatin and land development projects to be evaluated in a long-range context. This is necessary to insure that all the continuing short-range development decisions and projects are compatible with long-range needs and objectives. Priorities Figure 5-3 shows broad priority groupings for the improvements depicted in the long-range plan. The priorities are based on the following criteria: 1. relationship of existing and projected population densities and travel demand to the capacity of the transportation system; -2- A0,4/7 =� fl 2. the City's Capital Improvements Program; 3. voter preferences expressed in the 1980 Thoroughfare Improvement Program bond election; 4. The Land Use Element of Beaumont's Comprehensive Plan. Short Range Plan Figure 5-4 summarizes a 5-year program of thoroughfare improvements developed through the City's Capital Improvements programming process. Recommended Advance Right-of-Way Acquisition Program The Joint City Development Committee (JCDC) expressed concern that right-of-way acquisition delays have added to the expense of thoroughfare projects and have delayed installation of badly needed improvements. The JCDC recommended the following: 1. Reserve a fixed portion of the Capital Improvements budget for advance right-of-way acquisition; 2. Make direct contact with land owners and developers whose property would be accessed by new transportation projects and ask for advance dedication of right-of-way. For this strategy to succeed, the JCDC indicated that the City would have to assure property owners that street improvements would be made within a reasonable time span. -3 - F ISSUES GOALS --� OBJECTIVES POLICIES • On-street hrting - FigurFgure5-1 helaO&the arterte,-street SYStan to provide A Save continuws • -a e perking will evi be wnitted on na'arari•1 streets end • Rail road/YMiwlar Con fl icta tnasporation natSark. ri,t be•PhIsed out"do exifti"arterials,rich exceptions eade for the Central Business District if wmnted. POLICY At-grade railroad track crossings will be avoided whenever possible h • Land uses Along wjor streets in she construction or faprove ent of anerlal streets and highways. DEVELOPMENT = • when nave residential bdir+stons arc 1—ted.dj.cent a arterial • Lack of Cont/wity in Roadways streets or highways,freeways;or freeway¢Sae"roads,the lots • Provide for the efficient sorenent of goods and services. Provide A s"twe of freeways,aneri•l Streets,collector streets, should be Platted vita the rear lot lines adjacent to the evjor DIAGRAM m ' and.;nor residential Streets to Serve all developed areas of the thoroughfare. • A7terevLe Mches River Crossiev • hoeate Sability for all citizens in all pans of the coaevnnity. City. • A high priority will be given to developing San continws FR • Freeway Con"Stion - cros-Loon aneri•1 routes. Q� • Right of Buy!4eds • The City wtil aggressively pursue advance aa,s+tton of right,-of- way way for future tnnsprtat oation projects. • The City will inclede consideration of the needs for S+dewal ks and • Pedestrian barriers • leP v the ufetY and convenience of mintrial and bicycle pedestrian ll lml 5n the traffic along evjor thoroughfares. Particu,ar attention will be�idstp of designing aujor streets. proximity of schools. w Pedestrian safety in the b W • Econevic Benefits of Transporutfon Invetinents • pUt`+„portatfon talsrovenmts io<a D,tai ixe for Beauevnt's • Nigh-priority will be given to transportation improvements which as a cpareroial distribution center for the Gulf Coast directly contribute to the introduction of new private SKtpr region. b inresteent and pereanent job creation. • Coordination of Roadway lagnvxnts with other public An!Private • The CitY'i Gpltai ISarove.ents progro will be used U cwrdfnate Ixprorenents. • Encourage physical growth end Kondnic developent through prwi- the timing and extent of evjor street improvements with private Sion of the necessary transportation faci,lt,e5. • Canrd;late the timin of conitructfon of %Ztor develoitent and snit,other public U,"'"ts ti. and” M other facilities9to support new derelmeent,streets,util hies, • Put of financial n ea tt the City Q • Financing Collector Sirens: Participation Policy : r. y will develop alternate means Of part,c+peting financially to the construction of residential • V.traniporuti.1Rrovenents to support the effort to ever the ullKtor itreete. 0 downtown area•regional center of covmeroe ehia,Ulvewnt,goveiroent, • The City will support the downtown redeve7opnent effort through MAJOR STREET 8t . <eie a Downtown tevnam.and profeaa,gna,5erv;<e5. p.,.,i g.«e55 frow interstate 1B and al,areas of the City. HIGHWAY PLAN , Heavy Trucks and wzardon wteruls d1 • Warr truck routes will be nested To arterial streets,highways. BEAUMONT, TEXAS ? . A.,d trensporu Lion projects with detr;vernal effects w residential and freeways. atighbarhoed. • Rai ghborhood 1•pacts'111 be considered in Selection of heavy b • Avoid excess lve tveff,c.1 ones on ni-r residential streets, truck route'. 1he • Neighborhood Conservation • Kassel"i tna positive neighborhood of transporttion facilities an • Aesldentfal collector Streets will be designed to dtsperx neighborhood - tamPaini ty appearance,naignbprhood eenservaton,tied quality of t.fflt U arterial directs and Mghwys. Collector,viii be designed (� Ilia slues.Mile mininixf�possible negative impacts. • Lprove the Clty'i appesrarice trough proper design,eaKUtion, 5 a discourage their uae as cross-town.arterial Streets. Ztied Yintenanae of street and highway SSaroveevnts. (See wighbarMOd Unit C—eps dlaq..), •� • Arterial streets and highways will be rooted around the wrimeter ev • Co. nfty Appearance of residential neighborhOods rather than through the weighborhoods. as depicted to the Neighborhood Unit Concept diegren. • Landscaping will be included in all new arterial street constructive D.vject' - 1 i P �'l/ r<- f I State Highway 105 E. Lucas f � E Calder � mW :tt College WashiIV ton ti � n � L. rte. 10 o m Walden rw Figure 5-3 L°)�G�wl1'�/LIDLI'�1Y PRIORITIES & PHASING 9 MAJOR STREET & HIGHWAY PLAN /�& Adequate As Existing omi Dill 3nJ 4ml. Orth ® Phase 1 1985 - 1990 --,—, ••••■••••• Phase 11 0' 4,000' 12,000' 20,000' ...._-__ Phase III Pr,:uared By Tha Planning 8 Economic Davalopment Dapartment Phase N Cily ul B„aemont.Toxas p000p0000■apea 14e �� (�C��; V .PN 44nU I.YOu 8 r t= .o w. P n \ Figure 5-4 L�Ir�UIIVLIO��9 SHORT-RANGE PLAN TIENAUS //V� (5-YEAR) Omi 2mi. � ort . mi. ��m Major Arterial 0' 4,000' 72,000' 20,000 Prepared By The Planning 8 Economic Development Department Minor Arterial City Of Beaumont,Texas Ci0Ilector } APPENDIX A MAJOR STREET INVENTORY AND RECOMMENDED IMPROVEMENTS Prepared By: Transportation Department City of Beaumont STREET INVENTORY September 8, 1983 (� EXISTING RECOMMENDED " 4 Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Archie Collector Crockett to Bowie 60 40 OK OK Bowie to Forsythe 60 20 OK 40 Forsythe to Wall 60 30 OK 40 Wall to Franklin 60 20 OK 40 Franklin to Blanchette 60 40 OK OK Avenue A Minor Arterial College to Washington 60 30 OK 36 Washington to Elgie 60 36 70 44 Elgie to Woodrow 60 20 70 44 Woodrow to Virginia 50 20 70 44 Grade separation at SP Virginia to 980' S. RR _ of Virginia 40 20 70 44 980 S. of Virginia to W. Highland Drive 60 20 70 44 W. Highland Drive to Florida 50 20 70 44 Florida to Cardinal 45 20 80 60 Cardinal to 900' S. of Cardinal (city limits) 45 20 80 60 Baker Collector Major to Wescalder 60 18 OK 36 Wescalder to Keith 50 18 60 36 Barrett Collector Belle to proposed S. H. 105 40 16 60 36 Beale Collector Virginia to W. Highland Drive 60 26 OK 36 W. Highland Drive to Cardinal -- -- 60 -- 1 STREET INVENTORY j TORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks ll`! (Ft.) (Ft.) (Ft.) (Ft.) Belvedere Dr. Collector Gladys to 310' S. of To cross Caldwood Cut- Clinton (Caldwood Cut- off Off) 60 26 OK 36 Caldwood Cut-Off to Phelan 60 20 OK 36 Bigner Road Collector S.H. 105 to Nelkin 40 20 60 36 Nelkin to McHale 60 20 OK 36 McHale to East Lucas 60 28 OK 36 Blanchette (see Franklin- Blanchette) a Bowie Minor Arterial Main to Park 61 41 OK OK Park to Neches 61 41 OK OK Neches to Holmes 44 36 70 44 Holmes to Spur 380 61 36 70 44 Boyt (Reins, Major Arterial S.H. 105 to Phelan 60 20 100 2 @24 Meeker, S. Phelan to College 60 20 100 2 @24 Pine Island College to Brooks 60 19 120 2 @36 Rd., Boyt) Brooks to Fannett 60 19 120 2 @36 Interchange at IH10 Bristol (see 23rd) ,Collector 23rd to Caldwood Dr. 60 25 OK 36 (Cantebury) E. Brooks Collector Tyrrell Park Rd to Fannett Rd. -- -- 70 36 Minor Arterial Fannett Rd. to Boyt To interchange at IH10 (S. Pine Island Rd.) 60 21 80 60 2 STREET INVENTORY September 8, - 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks /} (Ft.) (Ft.) (Ft.) (Ft.) Buford Collector The east city limits m is to Carroll 60 20 70 OK Carroll to Leiper 60 47 70 OK Leiper to Sabine Pass 65 47 OK OK Sabine Pass to Connects to Royal Pennsylvania 60 47 70 OK C-1 Collector Walden to Brooks Rd -- -- 60 36 C-2 Collector Dowlen to Walden -- -- 70 44 C-3 Collector Manion to Phelan -- -- 60 36 C-4 Collector Major to Dishman -- -- 60 36 C-5 Collector S.H. 105 to Major 60 36 C-6 Collector Old Dowlen Rd to Delaware -- -- 60 36 C-7 Collector S.H. 105 to Delaware -- -- 60 36 C-8 Collector C-7 to Keith -- -- 60 36 C-9 Collector Old Voth Rd to RFD Rd -- -- 60 36 C-10 Collector N. Major to Spurlock -- -- 60 36 C-10 to Leone 60 14 OK 36 (Spurlock) Leone to N. Major 60 18 OK 36 C-11 Collector Keith to 3,500' E. of Keith 60 14 OK 36 3,500 E. of Keith to S.H. 105 -- -- 60 36 3 STREET INVENTORY September 8, 1983 (� EXISTING RECOMMENDED 4 Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Calder Minor Arterial Main to IH10 North (ESR) 70 50 OK OK To grade separate at RR Collector IH10 North (ESR) to 18th 100 50 OK OK Widens at IH10 18th to 250' W. of 18th 70 18 OK OK 250' W. of 18th to 27th 70 35 OK 40 27th to West Lucas 70 40 OK OK West Lucas to E. Circuit 70 22 OK 40 E. Circuit to Ridgeland 70 30 OK 40 Ridgeland to Phelan 60 22 70 40 Phelan to E. Caldwood 60 40 70 OK E. Caldwood to Arlington 60 20 70 40 Arlington to Phelan 50 20 70 40 Meets Phelan East Caldwood (see Lindbergh) Callaghan Collector Virginia to Florida 100 24 OK 2 @24 Florida to Cardinal Dr. -- 100 2 @24 4 STREET INVENTORY September 8, 1983 �l EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (} (Ft.) (Ft.) (Ft.) (Ft.) Carroll-Sycamore (Carroll) Collector Buford to Grant 60 44 70 OK Grant to Bradley 80 44 OK OK Bradley to 90' S. of Tagore 70 44 OK OK 90' S. of Tagore to Burt 100 44 OK OK Burt to 150' N. of Doucette 120 44 OK OK (Sycamore) 150' N. of Doucette to Madison 60 44 70 OK Madison to South City Limits 60 40 70 OK Chinn Minor Arterial Tram to Meadowview -- -- 80 55 Meadowview to Eastex 80 36 OK 55 Widens at Eastex Eastex to Old Voth Rd. 80 36 80 55 Old Voth Rd to 240' E. of San Diego -- -- -- __ 240' E. of San Diego to Walker 60 12 80 55 Walker to N. Major 80-100 -- OK 55 To widen at N. Major College Minor Arterial Main to 210' W. of 60 40 OK OK (U.S. 90) Pearl 210' W. of Pearl to Orleans 60 40 60-76 40-48 Orleans to Neches 60 40 75 56 Neches to Trinity 60 40 75 44-56 5 i STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) College (con't) Minor Arterial Trinity to Holmes 60 40 OK OK (U.S. 90) Holmes to Spur 380 76 2 @22 OK OK Grade separation and Major Arterial Spur 380 to Victoria 80 2 @22 OK 54 widening at RR/Spur Victoria to Orange 60 40 75 55 380 Orange to Ave C 60 40 75 55 Ave C to Ave D 60 40 75 55 Ave D to Ave F 60 40 OK OK Ave F to Ave G 60 40 65 44 Ave G to Amarillo 60 40 120 55 To grade separation at Amarillo to Goliad 60 40 OK OK SP RR Goliad to San Jacinto 60 40 75 55 San Jacinto to 4th 70 48 OK 55 4th to SFRR 70 55 OK OK Widens at 4th and 11th SFRR to 8th 130 44 OK 60 8th to 11th 80 44 OK 60 11th to IH10 80 70 120 2 @33 To interchange at IH10 IH10 to Denton 80 70 120 2 @33 Denton to Major 116 2 @24 OK 2 @33 To interchange and grade Major to Wescalder 130 2 @24 OK 2 @33 separation at Major and Wescalder to 580' W. of SP RR Wescalder 150 2 @24 OK 2 @33 580' W. of Wescalder to Keith 200 2 @24 OK 2 @33 Keith to Boyt (Meeker Rd) 200 2 @24 OK 2 @33 6 i STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED U' Roadway Classification Limits ROW Pavement ROW Pavement Remarks L (Ft.) (Ft.) (Ft.) (Ft.) Concord Collector Dowlen to E. Lucas 60 20 70 44 Widens at E. Lucas, Del— Minor Arterial E. Lucas to Pinkston 70 56 80 OK aware, and Gulf Pinkston to French 60 24 80 44 French to Oakwood 70 24 80 44 Oakwood to Brickyard 60 24 80 44 Brickyard to Live Oak 50 24 80 44 (Live Oak) Concord to Gulf 60 24 80 44 (Connector) Gulf to Mariposa 60 30 80 44 (Mariposa) Live Oak to Caldwell 70 -- OK 36 Caldwell to Isla 70 18 OK 36 Isla to IH10 East 70 53 OK OK (Gulf) Liveoak to IH10 East 60 36 70 OK Cottonwood . (see Dollinger) Corley Collector Spur 380 to Sabine Pass Ave. 60 40 OK OK Sabine Pass to Houston 60 30 OK 36 Houston to 11th 60 20 OK 36 Widens at 4th and 11th 11th to IH10 South (ESR) 60 40 OK OK Crockett—Hollywood (Crockett) Minor Arterial Main to Orleans 61 40 80 2 @24 Meets the Liberty—Laurel Collector Neches to Spur 380 61 40 OK OK System Spur 380 to Ave C. 61 40 OK OK Ave C. to 4th 61 24 OK 40 4th to 6th 60 20 OK 36 7 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (� (Ft.) (Ft.) (Ft.) (Ft.) Crockett-Hollywood (con't) (Hollywood) Collector 6th to Rivers Circle 50 20 60 36 Rivers Circle to IH10 (ESR) 60 20 OK 36 Crow Minor Arterial Dowlen to Folsom Dr. 60 44 OK OK Collector Folsom to 150' S. of Taft 60 36 OK OK 150' S. of Taft to Delaware -- -- 60 36 Delaware Collector Pine to Cooke 50 20 60 36 Cooke to Magnolia 40 20 60 36 Minor Arterial Magnolia to Gulf 40 18 60 36 Gulf to Renaud 60 20 OK 36 Renaud to Concord 50 20 70 36 Widen at Concord aDd Concord to 560' West 11th of 10th St. 50 20 70 44 560' W. of 10th to Minglewood 80 20 OK 44 Minglewood to W. 11th 60 20 70 44 11th to 16th 60 35 70 44 16th to Eastex 60 35 70 44 Major Arterial Eastex to 19th 60 48 70 OK 19th St. to Central Dr. 60 44 70 OK Central Dr. to Sandelwood 60 60 80 OK Sandelwood to W. Lucas 75 60 80 OK W. Lucas to 285' W. of W. Lucas 95 60 OK OK 8 1 STREET INVENTORY September 8. 1983 �( EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) * Delaware (con't) Major Arterial 285' W. of W. Lucas to Dowlen 80 2 @24 OK OK Dowlen to Major -- -- 80 2 @24 Major to Tolivar 69 20 80 44 Tolivar to Boyt -- -- 80 44 Dollinger Collector Concord to St. Helena 60 36 OK OK (Cottonwood) St. Helena to CDS 60 28 OK 36 CDS to 7th 50 23 60 36 7th to 525' W. of 7th 50 35 60 OK From 525" W. of 7th to N. 9th -- -- 60 36 (Hoover) N. 9th to 11th 60 20 OK 36 Dowlen Major Arterial Tram to Myers 60 18 100 2 @24 (see Helbig) Myers to Helbig 60 20 100 2 @24 Helbig to Comstock -- -- 100 2 @24 Comstock to Garner 50 18 100 2 @24 Garner to Concord -- -- 100 2 @24 Concord to Crow 100 2 @24 OK OK Crow to Old Dowlen 100 2 @24 OK OK Old Dowlen to Folsom 136 2 @24 OK OK Folsom to 470' S. of Dowlen P1. 100 2 @24 OK OK 470' S. of Dowlen P1. to Gladys 100 2 @24 OK OK 9 *Revised 1/24/86 Planning & Economic Development ilanartman t STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks { � (Ft.) (Ft.) (Ft.) (Ft.) Dowlen (con't) Major Arterial Gladys to 660' S. of (see Helbig) Gladys 100 69 OK OK 660' S. of Gladys to 125' N. of Wilder 100 63 100 OK 125' N. of Wilder to Westgate 100 69 OK OK Westgate to Ivanhoe 100 86 OK OK Ivanhoe to Lexington 100 86 OK OK Lexington to Calder 100 2 @24 OK OK Calder to College 100 2 @24 OK OK Grade separation at SP College to Washington -- -- 100 2 @24 RR Washington to Walden -- -- 100 2 @24 Eleventh Street Major Arterial Delaware to 360' N of Ashley 120 56 OK OK 360' N. of Ashley to Ashley 100 56 OK OK Ashley to W. Cedar 80 56 100 OK W. Cedar to Hollywood 200 56 OK OK Hollywood to College 80 56 100 OK College to Washington 104 56 OK OK Widen at Washington Washington to Waverly 120 64 OK 60 Waverly to St. James 100 24 OK 60 St. James to 406' S. of 1 Edmonds 150 24 OK 60 406' S. of Edmonds To widen at Fannett to Fannett 120 24 OK 60 Fannett Rd. Minor Arterial S. 4th to W. Ethel 120 2 @31 OK OK (S.H. 124) W. Ethel to 11th 120 24 OK 2 @22 11th to Cardinal Dr. (NSR) 120 24 OK 2 @33 Widens at Cardinal 10 STREET INVENTORY September 8 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Fannett Rd. (con't) Cardinal Dr. (SSR) to (S.H. 124) Minor Arterial Walden 120 24 OK 2 @33 Walden to Seale 120 24 OK 2 @24 Seale to Brooks 110 24 OK 2 @24 Brooks to Frint 100 24 OK 2 @24 Frint to Boyt 120 22 OK 2 @24 Fannin Collector 4th to 175' E. of 11th 80 24 OK 40 175' E. of 11th to 11th 80 60 OK OK Main to Archie 61 41 OK OK One-way Fillmore Collector Magnolia to 140' W. of Harding 60 22 OK 36 140' W. of Harding to Redwood -- -- 60 36 Redwood to Concord 60 22 OK 36 Florida Minor Arterial Spur 380 to 160' E. of Callaghan 60 44 OK OK 160' E. of Callaghan to Chambers varies 2 @24 OK OK Median varies up to 80' Chambers to E. Parkway 68 44 OK OK maximum E. Parkway to Wilbur 62 44 OK OK Wilbur to Kenneth 60 21 70 44 Kenneth to Hagner 30 21 70 44 Hagner to Cardinal 50 21 70 44 11 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks V` (Ft.) (Ft.) (Ft.) (Ft.) Folsom Minor Arterial W. Lucas to Treadway 60 44 70 OK Treadway to Crow 70 44 OK OK Crow to 360' W. of Crow 60 20 70 44 360' W. of Crow to 635' W. of Kipling 76 20 OK 44 635' W. of Kipling to 175' W. of Cecil 87 20 OK 44 175' W. of Cecil to Dowlen 60 18 70 44 Widens at Dowlen Dowlen to Major -- -- 90 2 @24 Fourth Street Minor Arterial Calder to 107' N. of College 60 44 70 OK 107' N. of Collge to 93' S. of College 70 44-55 OK OK 93' S. of College To widen at Cardinal to Cardinal (NSR) 60 44 70 OK Cardinal (NSR) to Cardinal (SSR) 70 29 OK 55 Cardinal (SSR) to Frint -- -- 70 44 Franklin-Blanchette (Franklin) Minor Arterial Main to Neches 60 40 70 48 (connector) Neches to Archie -- -- 70 48 (Blanchette) Archie to Spur 380 61 40 70 48 Grade separation at Spur 380 Frint Minor Arterial Ave. A (W. Pt. Arthur Rd.) to 2 mi. W. of Ave. A 60 21 90 2 @24 12 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED (}� Roadway Classification Limits ROW Pavement ROW Pavement Remarks r (Ft.) (Ft.) (Ft.) (Ft.) Frint (con-t) Minor Arterial (Hillebrandt— 2 mi. W. of Ave. A to Spindletop Rd.) Tyrrell Park Rd. -- -- 90 2 @24 Tyrrell Park Rd. to LaBelle Rd. 60 18 90 2 @24 LaBelle Rd. to Fannett Rd.60 21 90 2 @24 Gentry (see Delaware) Gladys Minor Arterial IH10 to 140' W. of 23rd 80 40 OK OK 140' W. of 23rd to 163' W. of W. Lucas 54 40 60 OK 163' W. of W. Lucas to 317' W. of Thomas Rd 60 40 OK OK 317' W. of Thomas Rd to Edson 80 40 OK OK Edson to 565' W. of Belvedere 80 32 OK 40 565' W. of Belvedere to Dowlen 80 40 OK OK Widens at Dowlen Dowlen to Major 60 20 80 44 Gulf Collector Delaware to Regent 60 20 OK 36 (see also Con— Regent to Live Oak 60 30 OK 36 cord and Spur 380) Helbig Collector Dowlen to 144' S. of McMickin 80 20 OK 44 144' S. of McMickin to 122' N. of Nathan 40 20 70 44 13 STREET INVENTORY September 8, 1983 c� EXISTING RECOMMENDED \l Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) U� Helbig (con't) Collector 122' N. of Nathan to Robinson 60 20 70 44 Robinson to 130' S. of Bowen 80 20 OK 44 130' S. of Bowen to E. Lucas 40 20 70 44 Highland Minor Arterial Washington to Alma 100 65 OK OK Meets Irving Alma to Caston 60 37 70 44 Widens at Sarah and Caston to Virginia 60 44 70 44 and Florida Virginia to Florida 60 37 70 44 Florida to N. Parkway 80 56 OK OK N. Parkway to Cardinal (NSR) 80 44 OK OK Cardinal (NSR) to 170' S. of Cardinal (SSR) 80 35 OK 44 Hollywood (see Crockett) Irving Collector Buford to Lincoln 40 28 60 36 Lincoln to Sherman 44 28 60 36 Sherman to Doucette 50 28 60 36 Doucette to 125' N. of Madison 100 1 @14,1 @24 OK OK 125' N. of Madison to Madison 150 1 @14,1 @24 OK OK Madison to Van Buren 183 2 @24 OK OK Van Buren to Lee 200 2 @24 OK OK Underpass at Spur 380 Lee to 140' S. of Lee 186 2 @24 OK OK 140' S. of Lee to Terrell 156 2 @24 OK OK Terrell to Washington 100 2 @24 OK OK Meets Highland 14 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Keith Rd Minor Arterial Tram Rd to Perl Rd -- -- 90 2 @24 (see Smith Rd) Perl Rd to S.H. 105 60 14 90 2 @24 S.H. 105 to College 60 24 90 2 @24 Major Arterial College to Brooks -- -- 100 2 @24 Brooks to Smith Rd -- -- 100 2@24 Smith Rd to Fannett -- -- 100 2 @24 Interchange at IH10 Kidd Rd Minor Arterial Boyt to Keith 60 20 70 44 Langham Rd Collector Calder to 151' N. of (see C-4) Longwood 50 20 60 36 151' N. of Longwood to 475' S. of Westwood 60 20 OK 36 475' S. of Westwood to 100' N. of College 100 20 OK 60 Widens at College and 100' N. of College Washington to Washington 80 20 OK 60 Laurel Major Arterial Orleans to Willow 60 30 OK OK (see Crockett) (see Liberty Willow to Janes 60 36 OK OK (One-Way) and Phelan) Janes to Forrest 60 47 OK OK Forrest to 1st 60 37 OK OK 1st to 2nd 65 37 OK OK Grade separation at SF 2nd to 4th 60 37 OK OK RR 4th to 5th 60 30 OK 36 5th to 6th 58 30 OK 36 6th to 7th 61 30 OK 36 7th to 8th 66 30 OK 36 8th to 9th 71 30 OK 36 9th to 10th 75 30 OK 36 10th to 11th 80 30 OK 44 15 STREET INVENTORY September 8, 1983 Q EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks ((�^ (Ft.) (Ft.) (Ft.) (Ft.) V� Laurel (con't) (connector 11th to IH10 (ESR) 60 20 OK 40 Grade separation at IH10 to Liberty) Collector IH10 (WSR) to 23rd . 60 20 OK 40 Lavaca-Sarah Minor Arterial Spur 380 to University 78 2&24 70 OK Universtiy to Hartel 68 2&24 70 OK Hartel to Howard 60 44 70 OK Howard to Maddox 70 44 OK OK Maddox to Reed 60 44 70 OK Reed to Grandberry 72 44 OK OK Grandberry to Highland 60 44 70 OK Highland to 371' E. of SPRR 60 44 70 OK 371' E. of SPRR to Bob 70 44 OK OK Grade separation at SP - Bob to 104' W. of Garden 60 44 OK OK RR 104' W. of Garden to Pradice 70 44 OK OK Pradice to Mouton 60 44 OK OK Mouton to 4th 80 44 OK OK 4th to Fannett 70 44 OK OK Widen at Fannett Liberty Major Arterial Willow to Magnolia 60 40 70 OK (see Laurel Magnolia to 12th 60 28 70 36 Grade separation at SF and Phelan) RR 12th to Phelan (ESR) 60 24 70 36 IH10 grade separation Lindbergh Collector Calder to Cross Dr. 100 28 OK 36 (East Caldwood) Cross Dr. to SPRR 60 26 OK 36 Grade separation at SP RR 16 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED t ' Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Lindbergh (con't) Collector SPRR to 100' S. of (East Caldwood) Maitland 60 26 OK 36 100' S. of Maitland to 200' S. of Maitland 90 22 OK 36 (Lindbergh) 300' S. of Maitland to 450' N. of College 60 22 OK 36 450' N. of College to College 80 56 OK OK widens at College College to 430' S. of College 80 56 OK OK 430' S. of College to Washington 60 20 70 44 Live Oak (see Concord) Lucas, East Minor Arterial Pine to Magnolia 60 20 OK 36 Major Arterial Magnolia to Concord 60 44 70 OK Grade separation at SF RR Concord to Eastex (ESR) 70 55 OK OK widens at Concord Eastex (ESR) to Eastex (WSR) 70 2 @24 OK OK Lucas, West Major Arterial Eastex (WSR) to Folsom 70 44 OK OK Minor Arterial Folsom to Arthur 70 22 OK 44 Arthur to 150' S. of Arthur 60 22 70 44 150' S. of Arthur to 150' S. of Coolidge 70 22 OK 44 widens at Delaware, 150' S. of Coolidge Gladys, Calder, and to Calder 60 22 70 44 Phelan Calder to Phelan -- -- 70 44 17 1 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ' ROW Pavement Remarks (� (Ft.) (Ft.) (Ft.) (Ft.) " 1 Madison Collector Grove to 400' W. of Irving 60 40 OK OK 400' W. of Irving to Spur 380 83 40 OK OK Magnolia Minor Arterial S.H. 105 to Negley -- -- 70 44 Negley to E. Lucas 40 40 70 44 E. Lucas to Pope 65 40 OK OK Pope to Delaware 65 40 OK OK Delaware to Weiss 65 40 OK OK Weiss to IH10 East 60 40 OK OK widens at IH10 IH10 East to Laurel 65 40 OK OK Main Minor Arterial Calder to 120' N. of Fannin 61 44 OK OK 120' N. of Fannin to Fannin 81 2 @22 OK OK Fannin to Forsythe 81 2 @22 OK OK Forsythe to Gilbert 81 2 @22 OK OK Gilbert to Franklin 61 44 OK OK r Franklin to Blanchette 61 44 OK OK Major Dr. Major Arterial Tram Rd to LNVA Canal 120 20 OK 2 @33 (F.M. 364) LNVA Canal to 78' N. of Glen Meadow 60 20 120 2 @33 78' N. of Glen Meadow to Manion 83 20 120 2 @33 18 i STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Major Dr. (con't) Major Arterial Manion to 123' S. of (F.M. 364) Shenandoah 120 20 OK 2 @33 123' S. of Shenandoah to 118' S. of Shiloh 90 20 120 2 @33 118' S. of Shiloh to 250' S. of Evangeline 90 20 120 2 @33 250' S. of Evangeline to White Rd 60 20 120 2@33 White to 300' S. of White 300' S. of White to Braeburn 60 20 120 2 @33 Braeburn to 120' S. of Braeburn 80 20 120 2 @33 120' S. of Braeburn to 444' S. of Allison Way 118 20 OK 2 @33 444' S. of Allison Way to 585' S. of Allison Way 100 20 120 2 @33 585' S. of Allison Way to Newfield 130 20 OK 2 @33 Newfield to Morgan 210 20 OK 2 @33 Morgan to 90' S. of Morgan 240 20 OK 2 @33 90' S. of Morgan to 280' S. of Morgan 300 20 OK 2 @33 280' S. of Morgan to to Landis 390 20 OK 2 @33 Landis to College 430 20 OK 2 @33 Interchange and SP RR College to 650' S. of separation at College College 510 20 OK 2 @33 650' S. of College to 400' S. of Brighton 120 20 OK 2 @33 19 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks r! (Ft.) (Ft.) (Ft.) (Ft.) Major Dr. (con't) Major Arterial 400' S. of Brighton (F.M. 364) to 320' S. of Baker 60 20 120 2 @33 320' S. of Baker to 370' S. of IH10 South 120 20 OK 2 @33 Interchange at IH10 370' S. of IH10 South to 370' S. of Wespark 80 20 120 2 @33 370' S. of Wespark to Fannett Rd. 120 20 OK 2 @33 Manion Collector Major to 95' E. of Green— meadow 100 40 OK OK 95' E. of Greenwood to 230' W. of Meadowridge 50 40 70 OK 230' W. of Meadowridge to Keith -- -- 70 44 Mariposa (see Spur 380 and Concord) Meadowview (see Park North) Meeker (see Boyt) Milam Collector Pearl to Trinity 60 41 OK OK Trinity to Archie 60 38 OK OK 20 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Montrose Collector College to Washington 60 18 OK 36 Moore Minor Arterial S.H. 105 to Delaware -- -- 90 2 @24 Delaware to Phelan 50 18 90 2 @24 Neches Collector Liberty-Laurel to Crockett -- -- 70 44 Crockett to Fannin 60 40 OK OK Fannin to Blanchette 60 41 OK OK Old Dowlen Collector Hwy 105 to Dowlen 60 20 OK 36 Orleans-Pearl Minor Arterial Forsythe to Wall 60 44 OK OK Orleans Minor Arterial Wall to College 60 41 OK OK College to Milam 210 40 OK OK Milani to Blanchette 61 40 OK OK Park North Collector Eastex W. Service Rd. to Sunbird 60 39 OK OK Sunbird to Meadowview 60 35 OK OK (Meadowview) Park North to Lawrence 50 25 60 36 21 STREET INVENTORY September 8, 1983 r EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks f (Ft.) (Ft.) (Ft.) (Ft.) t` Park-Willow Minor Arterial North to Calder 60 44 OK OK Calder to 115' N. of Broadway 60 41 OK OK 115' N. of Broadway to Broadway 60 44 OK OK Broadway to Laurel 60 40 OK OK Laurel to Bowie 61 40 OK OK Bowie to Fannin 61 50 OK OK Fannin to College 61 41 OK OK College to Milam 210 41 OK OK Milam to Blanchette 61 41 OK OK Blanchette to Spur 380 60 41 OK OK Pearl Minor Arterial North to Magazine 63 38 OK OK Magazine to Calder 50 38 OK OK Calder to Forsythe 61 41 OK OK Pennsylvania Minor Arterial Blanchette to Emmett 50 37 70 OK Emmett to Spur 380 60 37 70 OK Phelan Major Arterial IH1O to 18th 100 26 OK 44 18th to 400' W. of Calder 100 36 OK 44 400' W. of Calder to Prutzman 100 2 @24 OK OK Prutzman to Major 100 2 @24 OK 2 @24 Major to Keith 60 20 100 2 @24 Keith to Tolivar 60 20 100 2 @24 Tolivar to .47 mi. E. of Boyt (S. Pine Island Bayou Rd.) 60 20 100 2 @24 0.47 miles E. of Boyt to 1 1/2 mi. W. of Moore 60 15 100 2 @24 22 STREET INVENTORY September 8, 1983 C� EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Phelps Collector Tyrrell Park Rd to Fannett 60 20 OK 36 Pine Collector E. Lucas to 138' N. of Prince 60 20 OK 36 138' N. of Prince to Delaware 57 20 OK 36 Delaware to 140' S. of Delaware 40 20 60 36 140' S. of Delaware to Mueller 60 20 OK 36 Mueller to Spruce 60 20 OK 36 Spruce to 40' S. of Maple 40 30 60 36 40' S. of Maple to Isla 65 30 OK 36 Isla to Elm 80 30 OK 36 Elm to IH10 30 30 60 36 IH10 to Miller 60 15 OK 36 Miller to Main 60 36 OK OK Railroad Avenue (see Spur 380) Reins Rd. (see Delaware) Roland Collector S.H. 105 to 950' E. of Bigner -- -- 60 36 950' E. of Bigner to Bigner 40 16 60 36 Bigner to Helbig 40 20 60 36 23 } STREET INVENTORY September 8, 1983 (��V EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks �, (Ft.) (Ft.) (Ft.) (Ft.) Sabine Pass Collector Blanchette to 268' S. of Blanchette 60 26 OK OK 268' S. of Blanchette to 491' S. of Blanchette 60 2 @13 OK OK 491' S. of Blanchette to Emmett 60 37 OK OK Emmett to Jackson 54 40 OK OK Jackson to Spur 380 54 36 OK OK Sarah (see Lavaca-Sarah) Seventh Street Collector Dollinger to Louisiana 60 36 OK OK Louisiana to Evalon 60 20 OK 36 Evalon to Calder 60 31 OK 36 Calder to Laurel 60 27 OK 36 Shady Lane (see Washington) Shakespeare Collector Gladys to 46' S. of Brandywine 60 36 OK OK 46' S. of Brandy- wine to Prutzman -- -- 60 36 (Shenandoah) Prutzman to Calder 60 36 OK OK Smith Road Minor Arterial Walden to Brooks 60 18 70 44 (see Keith) Brooks to Keith 60 18 70 44 Keith to IR-10 -- -- 70 44 24 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Vi Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Southerland Collector Usan to 4th 60 36 OK OK Spurlock Collector Major to Leone 60 18 OK 36 Leone to Keith 60 14 OK 36 Spur 380 Major Arterial IH10 East (NSR) to IH10 (Gulf) East (SSR) 60 50 OK OK widens at IH10 IH10 East (SSR) to 150' N. of Gladys 60 37 OK OK 150' N. of Gladys to 150' N. of Ashley -- -- 60 36 (Mariposa) IH10 East (NSR) to IH10 East (SSR) 60 52 OK OK widens at IH10 IH10 East (SSR) to Gladys 70 24 OK 36 Gladys to 150' N. of . Ashley 70 37 OK OK 150' N. of Ashley to Calder 70 37 120 2 @36 Calder to Broadway 70 41 120 2 @36 Broadway to Liberty 70 36 120 2 @36 Liberty to 100' N. of South -- -- 120 2 @36 25 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks 1 (Ft.) (Ft.) (Ft.) (Ft.) Spur 380 (con't) Major Arterial 100' N. of South to 214' N. of Bonham 80 -- 120 2 @36 214 -N. of Bonham to Crockett 60 22 120 2 @36 Crockett to Santa Fe Rwy 40 40 120 2 @36 Sante Fe Rwy to Fannin 40 36 120 2 @36 Fannin to Forsythe 40 36 Variable Variable Interchange Forsythe to Wall 60 40 Variable Variable Wall to College 200 2 @20 Variable Variable Expressway College to Gilbert 420 2 @20 Variable Variable Gilbert to Milam 60 40 Variable Variable RR Tracks in Median Milam to Royal 60 2 @12 200 2@36 Royal to Washington 60 2 @12 310 2 @36 Interchange Washington to Threadneedle 70 56 120 2 @36 Threadneedle to Elgie 120 98 OK OK Elgie to Villiva 120 2 @36 OK OK Villiva to 176' S. of Villiva 180 2 @36 OK OK 176' S. of Villiva to East Lavaca 230 2 @36 OK OK East Lavaca to Colorado 240 2 @36 OK OK Colorado to 240' N. of Alabama 220 2 @36 OK OK 248' N. of Alabama to Georgia 180 2 @36 OK OK Georgia to Spindletop (city limits) 120 2 @36 OK OK State Highway 105 Major Arterial IH 10E to Neches River -- -- 120 2 @33 In Orange County (Bennett) Neches River to Concord -- -- 120 2 @33 Concord to Eastex (ESR) 100 22 OK 2 @24 26 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks _ r (Ft.) (Ft.) (Ft.) (Ft.) State Highway 105 (con't) Eastex (ESR) to Old (Bennett) Major Arterial Dowlen Rd. 100 2 @24 OK OK Old Dowlen Rd. to Keith (City Limits) 100 22 OK 2 @24 Keith to Boyt (Tram Rd.) 100 22 OK 2 @24 State Highway 124 (see Fannett Rd.) Steelton Collector E. Lucas to Concord 60 22 OK 36 Sycamore (see Carroll) Toliver Major Arterial Delaware to Dishman 60 20 90 2 @24 (Tolivar Canal Dishman to Walden -- -- 90 2 @24 Road) Tram Rd Major Arterial LNVA Canal to SFRR 60 22 100 60 (Voth cut-off) SFRR to Eastex (ESR) -- -- 100 60 Eastex ESR to Old Voth 120 24 OK 2 @24 Old Voth Rd. to Debbie 100 24 OK 2 @24 Debbie to Keith Rd. 100 20 OK 2 @24 Keith to S.H. 105 60 20 100 2 @24 Trinity Collector Fannin to Forsythe 61 40 OK OK Forsythe to College 61 37 OK OK College to Gilbert 61 35 OK OK Gilbert to Franklin 61 37 OK OK 27 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED I& Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) l Twenty-third Collector Calder to Phelan 60 20 70 44 (see Bristol) Phelan to 160' S. of Eloise 60 20 70 44 160' S. of Eloise to Bristol 80 20 OK 44 SPRR to 800' S. of SPRR 60 -- 70 44 800' S. of SPRR to College 80 47 OK OK College to 159' N. of Bolivar 60 20 80 44 159' N of Bolivar to 159' S. of Bolivar 70 20 OK 44 159' S. of Bolivar to 140' S of Cartwright 80 20 OK 44 140' S. of Cartwright to Washington Blvd 60 20 70 44 Tyrrell Park Rd. Minor Arterial Fannett Rd. to Frint Dr. 60 21 90 2 @24 University Dr. Collector E. Lavaca to Alabama 80 2 @24 OK OK Alabama to 100' S. of Alabama 100 2 @24 OK OK 100' S. of Alabama to Georgia 90 2 @24 OK OK Georgia to Iowa 99 2 @24 OK OK Iowa to Vermont 80 2 @24 OK OK Vermont to Florida 100 2 @24 OK OK Florida to Cardinal 100 2 @24 OK OK 28 STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks (Ft.) (Ft.) (Ft.) (Ft.) Usan Collector Southerland to Lavaca- Sarah 60 36 60 36 Lavaca-Sarah to Virginia 60 36 60 36 Virginia Collector University to Sullivan 60 36 OK OK Sullivan to Highland 50 36 60 OK Avenue A to 125' W. of Cadillac 45 23 60 36 125' W. of Cadillac to Bob 30 23 60 36 Bob to 120' W. of Opal 45 23 60 36 120' W. of Opal to Goliad 60 23 OK 36 Goliad to 4th 60 36 OK OK Walden Rd. Major Arterial Fannett Rd. to 400' E. of IH10 (ESR) 60 22 120 2 @33 400' E. of IH10 to IH10 60 2 @24 120 2 @33 IH10 (ESR) to IH10 (WSR) -- 2 @24 120 2 @33 IH10 (WSR) to 500' W. of IH10 (WSR) 100 24 120 2 @33 500' W. of IH10 (WSR) to Major Dr. 60 22 120 2 @33 Major Dr. to 1050' W. of A Wescalder 50 21 120 2 @33 1050' W. of Wescalder to Smith Rd. 60 19 120 2 @33 Smith Rd. to 1 mi. W. of Smith Rd. 80 15 120 2 @33 1 mi. W. of Smith Rd. to Boyt (S. Pine Is- 80 20 120 2 @33 land Rd.) 29 STREET INVENTORY September 8, 1983 r EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks 1 (Ft.) (Ft.) (Ft.) (Ft.) Washington Major Arterial Spur 380 to E. side of SP RR tracks 100 55 OK OK Grade separation at SP E. side of SP RR tracks RR to San Antonio 100 44 OK OK San Antonio to Amarillo 100 55 OK OK Amarillo to San Jacinto 100 44 OK OK San Jacinto to 171' W. of 4th 100 55 OK OK 171' W. of 4th to 129' E of 11th 100 44 OK OK 129' E. of 11th to 11th 100 44 OK OK widens at 11th and IH10 11th to IH10 (ESR) 60 44 OK OK IH10 (ESR) to IH10 (WSR) -- 50 OK OK IH10 (WSR) to 392' W. of IH10 (WSR) 80 50 OK 50 392' W. of IH10 (WSR) to 809' W. of 23rd 60 36 100 60 809' W. of 23rd to Goldsborough 80 36 100 60 Goldsborough to 380' W. of Lindbergh 80 36 100 60 380' W. of Lindbergh to 580' W. of Lindbergh 80 36 100 60 580' W. of Lindbergh to Langham 80 36 100 60 Langham to Burbank 60 22 100 60 Burbank to Major 60 22 100 60 Major to 275' W. of Wooten 50 20 100 60 275' W. of Wooten to Reynolds 75 20 100 60 Reynolds to 326' W. of Reynolds 50 17 100 60 30 \! STREET INVENTORY September 8, 1983 EXISTING RECOMMENDED Roadway Classification Limits ROW Pavement ROW Pavement Remarks ' (Ft.) (Ft.) (Ft.) (Ft.) ` Washington (con't) Major Arterial 326' W. of Reynolds to 200' W. of Buena Vista 100 17 OK 60 200' W. of Buena Vista to Keith Rd -- -- 100 60 (Shady Lane) Keith to Tolivar 60 13 100 60 Westgate Collector Dowlen to Shakespeare 60 36 OK OK Willow (see Park—Willow) : Willow Bend Collector Major To Quiet Bend 70 2 @20 OK OK Quiet Bend to 753' S. of Willow Place 60 40 OK OK 753' S. of Willow Place to Brooks Rd. -- -- 60 36 Wooten Collector College to Washington 50 19 60 36 A 31 Original Map Located In Map Folder in Vault of Clerks Office