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Alternate 1.dgn - Keep It Moving Dallas
ALTERNATIVE # 1: NO BUILD DOWNTOWN DALLAS Spur 366 DEEP ELLUM COMMUNITY Ross Ave t Live Oak S Gaston Ave Ma in St Louise Ave T R L T DAR Applicable to Entire Project - All 66 Bridge Units BENEFITS CHALLENGES - No Initial Capital Cost - Expected Increase in the Frequency of Repairs - Expected Increase in the Amount of Repairs I-345 FEASIBILITY STUDY PUBLIC MEETING ALTERNATIVE #2: STRENGTHENING SUPERSTRUCTURE BY CONNECTING TOP OF STEEL GIRDERS TO CONCRETE DECK DOWNTOWN DALLAS F1 7S 4S F1 S CR8 F14N 3S F1 F15N N F13 Loui se Ave 7S CR 2N F1 F1 6N F1 8S 2S F1 S 6 R C F1 7N 1N F1 N 8 R C F1 9S 1S F1 F1 8N F2 0S S 5 R C 0N F1 N 7 R C N F9 S F9 S 4 R C S F8 N 6 R C N F8 F1 9N R T R L T R A D 0S F1 6 6 3 r u p S e v A oss N F16S S F15 F2 1S F2 0N F2 2S S F7 F2 1N 3S CR 5N CR N F7 S F6 F2 3S 2S CR 4N CR F2 2N N F6 F2 4S S CR1 S F5 3N CR F2 3N N F5 F4S F2 4N F3S 2N CR F4N F2S F1S 1N CR t ak S ve O Li DEEP ELLUM COMMUNITY e v A n o t s Ga F1N Ma i nS t F3N F2N Drilling into Girders Top Flange and Concrete Deck to Insert Bolt-Like Connectors. Applicable to All 66 Bridge Units. TRANSVERSE STRANDS BENEFITS AT DECK MID DEPTH CHALLENGES LONGITUDINAL - Reduction in Girders Deflection, Vibration, - Minimize Roadway Impact DRAPED TENDONS CONCRETE DECK GAP BETWEEN DECK AND GIRDER During Construction. Bending Stresses, and Local Distortion GIRDER B GIRDER A TRANSVERSE FLOOR BEAM GROUT INFILL - Improve the Structural Behavior - Reduce Maintenance Cost I-345 FEASIBILITY STUDY EXISTING CONCRETE COLUMN (TYP) ELEVATION HILTI ADHESIVE ANCHORS SECTION AT GIRDER TOP FLANGE PUBLIC MEETING ALTERNATIVE #3: ADD COLUMNS FOR SYMMETRICAL SUPPORT [ IH 345 [ IH 345 [ IH 345 [ IH 345 | NB IH 345 | NB IH 345 PGL | NB IH 345 | NB IH 345 PGL PGL JACKED SUPERSTRUCTURE POSITION LONGITUDINAL GIRDER (TYP) TRANSVERSE FLOOR BEAM EXISTING SUPERSTRUCTURE POSITION FINAL SUPERSTRUCTURE POSITION EXISTING CONFIGURATION EXISTING EXISTING COLUMNS TO REMAIN ADDITIONAL SYMMETRICAL COLUMNS (NO ROADWAY IMPACT) PROPOSED 4’x 4’ CONCRETE COLUMN EXISTING GRADE ADDITIONAL SYMMETRICAL COLUMNS (ROADWAY IMPACT) FRICTION COLLAR & HYDRAULIC JACK EXISTING COLUMN PROPOSED 4’x 4’ CONCRETE COLUMN EXISTING GRADE PROPOSED 60" DIA DR SHAFT EXISTING TYPICAL SECTION PROPOSED 4’x 4’ CONCRETE COLUMN EXISTING COLUMN EXISTING GRADE EXISTING GRADE PROPOSED 60" DIA DR SHAFT PROPOSED 60" DIA DR SHAFT COLUMN CONSTRUCTION EXISTING STRUCTURE ASYMMETRIC AT VARIOUS LOCATIONS EXISTING COLUMN SUPERSTRUCTURE JACKING CONSTRUCT ADDITIONAL COLUMNS PRIOR TO ROAD CLOSURE AS REQUIRED FINAL CONDITION INSTALL FRICTION COLLAR AND RAISE SUPERSTRUCTURE USING HYDRAULIC JACK INSTALL NEW BEARING PAD AND LOWER SUPERSTRUCTURE TO FINAL POSITION PROPOSED CONSTRUCTION SEQUENCING UNIT F17S k a O Live DOWNTOWN DALLAS F16S I-345 BRIDGE PLAN (MAINLANES) FROM LOUISE AVE TO ROSS AVE SCALE= 1"= 200’ LEGEND: SPANS WITH ASYMMETRICAL COLUMNS SPANS WITH SYMMETRICAL COLUMNS 230+00 5S Sb F1 F14 OLL SB C EXISTING COLUMNS 23 5+ 00 a 4S ADDITIONAL COLUMNS (NO ROADWAY IMPACTS) 230+00 F1 00 5+ 22 3S F1 F1 7S 230+00 F14N 23 5+ 00 F15N N F13 ADDITIONAL COLUMNS (WITH ROADWAY IMPACTS) RA M 2S F1 F1 P 23 5+ N F 18 S 00 ve A s s Ro EXISTING BRIDGE COMPONENTS F1 6N 2N R A M P 24 0+ M 00 F1 7N N 1 F1 F 00 B C N F1 8N 24 0+ F 00 20 S N 0S 0 F1 F 19 N N F9 21 F S F8 7S F N F8 0 +0 0 21 N F7 G S 00 F4S F3S F2S F1S 200+00 F4N 195+00 190+00 F3N F2N F1N ADDITIONAL COLUMNS PROPOSED - UNIT F20N Louise Ave NORTHBOUND I-45 / US 75 N F5 N F6 in SOUTHBOUND I-45 / US 75 2 J Ma S F5 + 05 NN CO DEEP ELLUM COMMUNITY e v A n o t s a G EXISTING - UNIT F20N F6 St NN CO 24 5 + 00 24 5+ 00 F 21 S R A M P F2 L 0N 24 5 + 00 25 0 +0 0 T R A D LRT St k a O Live 00 5+ 9S Pacific Ave F1 F2 2S 25 0+ 00 F2 1N SO UT I-4 HBO 5/ U US ND 7 F2 5 3 25 0 +0 0 00 2N 25 5+ -Reduce Span Lengths -Minimize Roadway Impacts During Construction -Reduce Local Distortion -Maintaining Horizontal / Vertical Clearances -Reduce Structural Stresses -Construction of Columns / Installation of Bearings N 25 5+ 00 F2 3N 26 NO C R O N N I-4 THB P O 5/ U US ND 75 100 0 100 200 -Reduce Maintenance Costs I-345 FEASIBILITY STUDY N 00 Not Applicable to Entire Project, Only Units with Existing Asymmetrical Column Spacing CHALLENGES CO N F2 SCALE IN FEET BENEFITS S 25 5+ Ja n a S F S 0+ O S 11 19 24 L L t S o t cin 00 0+ 22 PUBLIC MEETING ALTERNATIVE #4: STRENGTHEN LOCAL CONNECTIONS m a e B r o o Fl Gi r de r F l o o r Be a m Welded Threaded Studs with F2437 DTIs Girder A325 Bolts with F959 DTIs A325 Bolts with F959 DTIs Not Applicable to Entire Project - Only Connections That Need Improvement BENEFITS CHALLENGES - Reduce Local Stresses - Minimize Roadway Impact During Construction - Strengthen Connections - Reduce Maintenance Costs I-345 FEASIBILITY STUDY PUBLIC MEETING ALTERNATIVE #5: STRENGTHENING SUPERSTRUCTURE BY ADDING GIRDERS AND BENT CAPS Units where Alternative 5 Applies N R Spur366 e v A n o t s Ga DEEP ELLUM COMMUNITY t ak S ve O Li Ma i nS t T R L T R A D e v A oss Loui se Ave DOWNTOWN DALLAS - Reduce Deflection, Bending - Maintain Required Vertical IR CHALLENGES Girders E W Clearances N Stresses, and Local Distortion in the S T E E L G BENEFITS D E R Additional precast bent caps at existing columns and longitudinal steel girders from below bridge deck. Applicable to 51 bridge units out of a total of 66 bridge units - Minimize Roadway Impact EBENTCAP NEW CONCRET - Improve Structural Performance During Construction - Reduce Maintenance Cost I-345 FEASIBILITY STUDY PUBLIC MEETING ALTERNATIVE #6: RAPID BRIDGE REPLACEMENT (ROLL - OUT / ROLL - IN) A TYPICAL ROLLING SEQUENCE ROLLED OUT DECK UNIT 1 Erect towers on both sides of existing deck (ED). CONSTRUCTION TOWERS (ED) 2 Build new decks (ND), north and south units EXISTING S.B. DECK UNIT (ED) on tower lower and upper platforms. C L I 345 EXISTING N.B. DECK UNIT (ED) 3 As needed, some substructures may be abandoned and new aligned columns or bents will be NEW DECK UNIT CONSTRUCTION TOWERS (ND) constructed. A 4 Roll-out existing decks (ED) over rolling platform to (ESTABLISHED BY STRESS PATTERNS) construction towers. PLAN 5 Hydraulically lower existing deck unit (ED) for controlled dismantling. (ND) 6 7 EXISTING EXISTING BRIDGE BRIDGE (ED) (ED) (ND) 1 6 Roll-in new deck unit into final position. 4 3 (ED) 5 (ED) 1 7 Connect precast rails to (ND). ROLLING PLATFORM 8 Dismantle and relocate towers and footings to 2 CONSTRUCTION/LIFT PLATFORMS next unit to be replaced. SECTION A-A Applicable at selected bridge units temporary towers can be erected BENEFITS CHALLENGES - Fast Construction - Construction of Temporary - Minimum Roadway Impact - Improve Structural Performance Foundation for Each Tower - Limited Application - Reduce Maintenance Cost I-345 FEASIBILITY STUDY PUBLIC MEETING ALTERNATIVE #7: FAST TRACK SUPERSTRUCTURE AND BENT CAP REPLACEMENT (SIMILAR TO I-45 "PIERCE ELEVATED", HOUSTON) [ IH 345 [ IH 345 | SB IH 345 | SB IH 345 | NB IH 345 12’-0" | NB IH 345 12’-0" 56’-0" ROADWAY 12’-0" 56’-0" ROADWAY | SB IH 345 PGL PGL PGL ADDITIONAL COLUMN | SB IH 345 | NB IH 345 | SB IH 345 | NB IH 345 PGL PGL 2.083% 2.083% [ IH 345 [ IH 345 [ IH 345 56’-0" ROADWAY PGL | NB IH 345 PGL PGL 2.083% EXISTING COLUMNS TO REMAIN EXISTING GROUND EXISTING GROUND EXISTING TYPICAL SECTION EXISTING GROUND EXISTING GROUND SUPERSTRUCTURE REMOVAL CONSTRUCT ADDITIONAL COLUMNS PRIOR TO ROAD CLOSURE AS REQUIRED EXISTING GROUND COLUMN MODIFICATION REMOVE EXISTING SUPERSTRUCTURE AS SHOWN CROSS-HATCHED CAP INSTALLATION REMOVE TOP OF COLUMN AND ADD BENT CONNECTION RODS SUPERSTRUCTURE CONSTRUCTION INSTALL BENT CAPS ONTO EXISTING COLUMNS INSTALL PRESTRESSED CONCRETE GIRDERS. CAST BRIDGE DECK AND RAIL. CONSTRUCTION SEQUENCING k a O Live DOWNTOWN DALLAS F16S I-345 BRIDGE PLAN (MAINLANES) FROM LOUISE AVE TO ROSS AVE SCALE= 1"= 200’ LEGEND: EXISTING COLUMNS ADDITIONAL COLUMNS 230+00 5S Sb OLL SB C F1 F14 F1 7S 230+00 PROPOSED SUPERSTRUCTURE FRAMING 23 5+ 00 a 4S PROPOSED BENT 230+00 F1 0 3S 25+0 2 F1 F14N PROPOSED BENT / END OF DECK 23 5+ 00 F15N N F13 RA M S 12 F N 12 P 23 5+ N F 18 S 00 F ve A s s Ro DEMOLITION OF EXISTING F1 6N R A M P 24 0+ M 00 F1 7N 1N F1 F 00 C N F1 8N 24 0+ F 00 20 S N 10 S 10 PIERCE ELEVATED CORRIDOR - HOUSTON N F9 21 N F8 S F7 0 0 0+ 21 7N F G S 0 F4S N 200+00 190+00 Ma F3N F2N F1N COLUMN MODIFICATION Louise Ave NORTHBOUND 75 US75 5 //US I-445 IH DEEP ELLUM COMMUNITY 21 S A M P F2 L 0N 24 5 + 00 25 0 +0 0 T DAR LRT N F5 F R F6 F4N 195+00 J 00 in F3S 20 NN CO 00 5+ e v A n o t s a G S F5 0 5+ F6 + 24 St NN CO 24 5 F2 2S 25 St k a O Live S F8 F2S 19 N Pacific Ave 5+ S F9 F1S F F 00 SOUTHBOUND 75 US75 5 //US I-445 IH F 0+ 00 F2 1N SO UT I-4 HBO 5/ U US ND 75 F2 3 25 0 +0 0 00 CO N F2 2N 25 5+ N N 00 25 5+ 00 F2 3N 26 NO C R O N N I-4 THB P 5 / OU US ND 75 100 0 100 SCALE IN FEET 200 Similar to I-345, TxDOT successfully temporarily closed 1.5 Miles of elevated I-45 in Downtown Houston and reconstructed Northbound Bridge in 88 Days and Southbound Bridge in 72 Days. CAP INSTALLATION BENEFITS CHALLENGES -Conventional Bridge Construction -Traffic Operations During Construction -Short Construction Duration -Geometric Design Criteria -Reduce Maintenance Costs -Business / Resident Impacts During Construction PRECAST CAP / SUPERSTRUCTURE CONSTR. I-345 FEASIBILITY STUDY S 25 5+ Ja n a S B S 0+ O 1S F1 19 24 L L t S o t cin 00 0+ 22 PUBLIC MEETING ALTERNATIVE #8: HYBRID ALTERNATIVE (COMBINATION OF 2 - 7) ALTERNATIVE #2 ALTERNATIVE #3 COMPOSITE BRIDGE DECK ALTERNATIVE #4 ADDITIONAL COLUMNS FOR SYMMETRY ALTERNATIVE #5 LOCAL REPAIRS AT CONNECTIONS ALTERNATIVE #6 ADD SUPERSTRUCTURE REDUNDANCY ALTERNATIVE #7 RAPID BRIDGE REPLACEMENT ak O e Liv DOWNTOWN DALLAS FAST-TRACK SUPERSTRUCTURE & BENT CAP REPLACEMENT F16S I-345 BRIDGE PLAN (MAINLANES) FROM LOUISE AVE TO ROSS AVE SCALE= 1"= 200’ 230+00 F1 5S Sb F1 F14 L OL SB C 7S 230+00 23 5+ 00 a S 14 230+00 F 0 3S 25+0 2 F1 F14N 23 5+ 00 F15N N F13 RA M 2S F1 6N N 2 F1 23 P 5+ 00 N F 18 S ve A s s Ro F1 R A M P 24 0+ M 00 F1 7N 1N F1 F 00 C N F1 8N 24 0+ F 20 S 00 N 0S 0 F1 F 19 N N F9 21 F S F8 N F8 S F7 00 0+ 21 N F7 G 00 F4S F3S F2S F1S NN J CO N F6 N F5 200+00 in SOUTHBOUND I-45 / US 75 2 S F4N 195+00 190+00 Ma F3N F2N F1N Louise Ave NORTHBOUND I-45 / US 75 DEEP ELLUM COMMUNITY e v A n o t s a G S F5 + 05 F6 St NN CO 24 5+ 00 24 5+ 00 F 21 S R A M P F2 L 0N 24 5+ 00 25 0+ 0 0 F2 T R A D LRT St k a O Live 00 5+ 9S Pacific Ave F1 0+ 1N SO UT I-4 HBO 5/ U US ND 75 25 0+ 0 0 F2 3S 25 5 +0 0 CO F2 NN 2N 25 N 5+ 00 25 F2 3N 5+ 00 26 0+ NO C R O N N I-4 THB P 5 / OU US ND 75 100 0 100 200 00 12 26 0+ 00 0+ 00 Alternative to be Determined BENEFITS CHALLENGES -Optimization of Alternatives Based on Analysis -Implementation of Different Types of Construction -Improve Structural Performance 00 F2 SCALE IN FEET Note: and Evaluation Criteria 2S 25 J n a S B S 0+ O S 1 F1 19 24 L L t S o t acin 00 0+ 22 -Maintenance of Hybrid Solutions -See Individual Alternative Exhibits for Other Challenges -Reduce Maintenance Costs I-345 FEASIBILITY STUDY PUBLIC MEETING ALTERNATIVE # 9: COMPLETE FACILITY RECONSTRUCTION DOWNTOWN DALLAS Spur 366 Ross Ave DEEP ELLUM COMMUNITY t Live Oak S Gaston Ave Ma in St Louise Ave T R L T DAR Applicable to Entire Project - All 66 Bridge Units BENEFITS CHALLENGES - Bringing Facility up to Current Design Standards - Requires Environmental Study - Reduce Maintenance Cost - Purchase Right-of-Way - Utility Related Issues - Funding - Determine Type of Facility - Community Impacts I-345 FEASIBILITY STUDY PUBLIC MEETING M cC oy 75 £ ¤ Ha ll 84 ¬ « Pl St ge un M ¬ « ve rA 138 Cl ar k B ol l State Thomas Historic District W at St ki ns 67 ¬ « St o Fl ra ¬ « 100 ¬ « 101 g od er s ¬ « 58 ¬ « 99 ¬ « 57 ¬ « St 118 112 106 liv O 107 ¬ « ¬ « e 109 ss Ro ¬ « 147 St a Pe 50 ¬ « e Av 53 ¬ « § ¨ ¦ Te xa c Ja to in St 48 ¬ « er ty t s DA RT ak Ave 144 130 ¬ « 91 ¬ « 142 143 ¬ « 128 ¬ « t S Elm 40 ¬ « t S Main 90 ¬ « 116 e St merc Com st Ga on 27 ¬ « 26 28 ¬ « ¬ « § ¨ ¦ ¬ «9 114 ¬ « la Maril 139 a Pe Mainlanes py Ex rl Collector - distributor ¬ « 119 Adjacent Property ¬ « L St ou is St City of Dallas Designated Landmark Structure Av e ¬ «4 ¬ «3 ¬ «2 1 ¬ « Ha rw o ¬ « y ¬ « 127 National Register Property ¬ «5 p Ex Ce nt ra l Historic Marker Park u Lo an d er Dallas Arts District Miscellaneous Property Oa kl e Av ise ti m La 30 § ¦ ¨ 113 Apartment/Condo/Loft Residence 30 § ¦ ¨ 45 § ¦ ¨ od Go ¬ «# ¬ «# ¬ «# ¬ «# ¬ «# ¬ «# ¬ «# ¬ «# ¬ «# St t ¬ «6 y St National Register Pr operty nS Canto 12 ¬ « ¬ «8 p Ex ¬ « er oo d 69 ¬ « ¬ «7 tim La 146 92 « 16 ¬ ¬ « 15 « 14 ¬ 13 ¬ « ¬ « 11 ¬ « 10 ¬ « y xp lE ¬ « 140 70 ¬ « 93 ¬ « 141 17 ¬ « ra 88 ¬ « ¬ « Samuell-Beaumont Park Dallas City Park Ma in Street Gard en Park Elm at Pearl Park Ma jestic Theatre Park James W . Aston Park Pacific Plaza Park John Carpenter Plaza Park Celebration of Life Park Central Square Park Exall Park Betty Marcus Pa rk Griggs Park t Elm S ¬ « od Go nt Ce I-345 Study Area Boundary 25 ¬ « 345 t H ar w 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 71 ¬ « t erce S Comm 18 ¬ « 19 ¬ « 89 ¬ « 87 ¬ « Park 73 ¬ « T DAR 96 ¬ « 72 ¬ « 29 ¬ « Harwood Street Historic District Legend Farmer's Market City of Dalla s Municipal Building Pegasus Charter Hig h School East Transfer Station Dallas F ire Statio n 3 Latino Cultural Center Booker T Washington High School Parking under Spu r 366 123 74 ¬ « 23 ¬ « gS Youn 119. 120. 121. 122. 123. 124. 125. ¬ « e Av 95 ¬ « 22 ¬ « 21 ¬ « 20 ¬ « 68 ¬ « ¬ « 24 ¬ « 30 ¬ « 120 Miscellaneous Property St « 35 ¬ 94 ¬ ¬ « « 37 6 ¬ « 33 ¬ 32 « ¬ « 3 6 ¬ « 31 ¬ « ¬ « 121 113. Belle Boyd Browder Springs Cherokees in Dallas Richard M. Gano Miller Log Cabin Millermore 114. Dallas Scottish Rite T emple 115. Ma jestic Theatre Karl St. John Hoblitzelle Hilton Hotel 116. Junction of t he T exas & Pacific and Houston & Texas Railroads 117. A.H . Belo 118. Dallas Symphony 146. Ma sonic T emple 147. Cathedral Shrine of the Virgin Guadalupe 34 38 ¬ « ¬ « 129 Histor ic Marker St 115 131 100. Future Site of Three Arts Plaza 101. Future Site of Two Arts Plaza 102. Winspear Opera House and AT&T Performin g Arts Center 103. Mo rton H. Meyerson Symphony Center 104. Annette Strauss Artist Square 105. Mu seum To wer 106. Future Site of 2121 Flora 107. Nasher Sculpture Ce nter 108. Trammell Crow C enter 109. Belo Mansion and Pavilian 110. Future Site of Hall Arts To wers 111. Wyly T heatre 112. City Performance Hall y 122 ic Pacif Dallas Ar ts Distr ict Religiou s F acility ve nd A Oakla ¬ ¬ « « «¬« ¬ «¬ St s is w G oo S d La tim er Ex p 41 ¬ « 39 ¬ « ¬ « First Presbyterian Church Scottish Rite Cathedral 2220 Canton Lofts Old City Hall Majestic Theatre Adam Hat Palace Blacksmith Shop City Hotel Knights of Pythias T emple B. Parks Bros. Storage Crozier Tech High School Booker T . Washington School St. Paul Methodist Church on Walt O 87. 88. 89. 90. 91. 92. 93. 94. 95. 96. 97. 98. 99. 135 t us S ve Li 75 ¬ « s City of Dallas Designated Lan dmark Structu re ¬ « St 2105 Comme rce Lofts 2910 Comme rce Lofts Citi Lofts Walton St. Studio Apartments 2639 Elm Lofts Ambrose Marquis on Gasto n 2511 Swiss Lofts 615 N Good Latimer Lofts 7-UP Bottling Co. Lofts Marquis at T exas Street Thirty Thirty Bryan Bryan Street Station Veranda Villas of Bryan Place The Icon at Ross Roseland Homes Post Uptown Village Apartment Ho mes Marquis at State T homas Wilson Block Historic District 76 ¬ « ki n 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. Wilson Block e Av Ha w Apartm en t/Condo/Loft Residence 1. Taxco Produce 2. Sunbelt Fabric, Inc. 3. Bridgford Distributing C o. 4. Precision Landscape & Design 5. OM Produce 6. 720 S. Good Latimer Expy (Commercial) 7. City of Dallas 8. Deep Ellum Bre wing C omp any 9. Camden F armers Market Apart ments 10. JD Rodriguez Produce and Cal-Te x Produce 11. 2724 T aylor Stre et (Commercial) 12. T he Graphics Group 13. 2705 T aylor Stre et (Commercial) 14. Advanced Surfa cing Industries Inc 15. T he Kalman Co. 16. Adam Hats Lofts 17. CrossFit Deep Ellum 18. City of Dallas Pa rking Lot C 19. F armers Fruit an d Vegetables 20. 2216 Commerce Stre et (Commercial) 2210 Commerce Stre et (Commercial) 2204 Commerce Stre et (Commercial) 21. 2215 Commerce Stre et (Commercial) 2211 Commerce Stre et (Commercial) 2207 Commerce Stre et (Commercial) 2201 Commerce Stre et (Commercial) 22. 2214 Main Street (La w Office) 2210 Main Street (Comme rcial) 2208 Main Street (Main Even Center) 2200 Main Street (Comme rcial) 23. Bark Park Central 24. Julius Schepps Park 25. Case Rosso 2616 Commerce Event Center T he Back Door Adairs T he Free Man C ajun Cafe Deep Ellum Co mmun ity Assoc. 26. T uckers Blues T wisted Root Burger Co. Securitex 27. Tigger's Tattoo Kelley Witherspoon Attorn eys & Counselors Mouth Ad-Libs 28. 2600 Commerce Stre et (Commercial) 29. City of Dallas Pa rking Lot B 30. 2201 Main Street (Comme rcial) 31. City of Dallas Pa rking Lot A 32. T he Door 33. T he Prophet Bar 34. Articles 35. T ommy Habeeb Enterprises Minuteman Press Culture Press Project One Skonhet Canines First 36. Malone Pictures Spirer Publishing Urban Paws 37. 518 Elm Street (Commercial) 38. Parking Company of America 39. 2441Pacific Avenue (C ommercial) 40. Granger 41. Lizard Lounge 42. Public Storage 43. Sherwin Williams 44. F ormer Dallas H igh School 45. LAZ Parking 46. Live Oak Lofts 47. 814 N. Good Latimer Expy. (C ommercial) 48. 904 Ha wkins St. (DART-Owne d, Commercial) 49. 723 Canteg ral St. (Commercia l) 50. 845 N. Central Expy. (DART-Owned, Commercial) 51. Dunlap-Swain Auto Service 52. 2632 Ross Ave. (DAR T-Owned, C ommercial) 53. Southern Lights 54. T exas Street Medical Building 55. AMLI at Bryan Place 56. T he Arts Apartments 57. One Arts Plaza 58. Dallas Black Dance Theatre 59. F ellowship Church 60. Studios at 2909 and Access Media 61. Allen Street and Brownsto ne Condos 62. Bryan Place Condos 63. 3008 Ross Ave (Commercial) 64. Sunset Lounge 65. 3101/3107 Ross Ave (Comme rcial) 66. Southern C omfo rts KU.DE.T A T hree Sheets 67. Flora Street Townhomes 139. Harlan Building 140. Dallas Scottish Rite T emple 141. Org inial Site of the Coca-Cola Bottling Company of Dallas 142. Hilton Hotel 143. Titche-Goettinger De partment Store 144. Ma jestic Theatre 145. Alfred H oratio Belo House d Crow Pe arl St s ¬ « ¬ « 42 ¬ « Te xa er ty St t 132 St Li b lS ra eg ¬ « St oo d St 124 DA RT 133 St e O ak 77 ¬ « 47 ¬ « ¬ « e H ar w O ak St ¬ « 43 ¬ « liv O n ya Br 79 ¬ « St v Li Dallas High School Historic District St 80 ¬ « t an C ¬ « St n S 136 ya kile Br s St 78 ¬ « 46 134 St o nt 49 45 ¬ « 44 97 ¬ « ¬ « St ¬ « Li b 345 S rl 108 111 n Sa 145 ¬ « 54 ¬ « St ¬ « ¬ « ¬ « 110 117 137 105 ¬ « Fl a or St n Sa ci Ja 55 ¬ « 51 ¬ « rd na ¬ « ¬ « ¬ «¬ « 103 o Le ¬ « 104 52 ¬ « ¬ « 102 82 ¬ « 81 ¬ « DART h t ¬ « ¬ « 56 ¬ « t ou S rl 98 ¬ « e Av 64 ¬ « 63 ¬ « 62 ¬ « 61 ¬ « 60 ¬ « 59 R a Pe d oo W al lR y Fw ss Ro 65 ¬ « ¬ « 125 Maple Routh Connection Ha ll 66 ¬ « 366 85 ¬ « 83 ¬ « St SPUR 86 ¬ « Av e Adjacent Pr operties Ex py od St 126 Religious Facility Railroad Proposed Emerald Bracelet Trail CBD Pedway Bryan Place I-345 ENVIRONMENTAL CONSTRAINTS MAP Park Dallas Arts District City of Dallas Landmark District National Register District Base Map Source: TNRIS, 2010 / 0 1,200 Feet
