ALTERNATIVE # 1: NO BUILD

DOWNTOWN

DART LRT

Louise Ave Main St

Spur 366

Live Oak St

Ross Ave

Gaston Ave DEEP ELLUM COMMUNITY

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 F16S N

S F15 F1 7S

4S F1

S CR8 F14N e S 3 1 F

F15N

N F13

7S CR v

N 12 F F1 6N

F 1 8 S

S 2 1 F A e

S 6 R C

F N 1 1 7 1 N F

N 8 F R 1 9 C S v

S 1 1 F

F 1 8 N

F 2 0 S S 5

CR

A N 10 ss F

F 1 S 9 N 10 F

N 7

R C

o

N 9 F T F 21 S 9 S e F

S

4 R R C 366

F 20

L N

R

s T

S 8 F N 6 CR N 8 F R i DA r

F2 2S

S 7 F F 21 N

S 3 CR

5N CR

N

ou 7 F pu

S 6 F F2 3S

2S CR

4N CR

F22 L N S

N 6 F F2 4S

S CR1 S F5

3N CR

F2 3N N F5

F4S

F2 4N F3S

2N CR F4N

F2S

F1S F3N

F2N

F1N 1N CR L t i v S

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a A a

M n k

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DEEP ELLUM COMMUNITY a G

Drilling into Girders Top Flange and Concrete Deck to Insert

Bolt-Like Connectors. Applicable to All 66 Bridge Units.

TRANSVERSE STRANDS BENEFITS CHALLENGES AT DECK MID DEPTH LONGITUDINAL

- Reduction in Girders - Minimize Roadway Impact CONCRETE DECK DRAPED TENDONS Deflection, Vibration, During Construction. GAP BETWEEN DECK AND GIRDER Bending Stresses, and

GIRDER A GIRDER B Local Distortion TRANSVERSE FLOOR BEAM GROUT INFILL - Improve the Structural HILTI ADHESIVE EXISTING CONCRETE ANCHORS Behavior COLUMN (TYP)

- Reduce Maintenance Cost ELEVATION SECTION AT GIRDER TOP FLANGE

I-345 FEASIBILITY STUDY PUBLIC MEETING ADDITIONAL COLUMNS PROPOSED EXISTING I-345 FEASIBILITY STUDY EXISTING BRIDGE COMPONENTS PROPOSED - UNIT F20N EXISTING - UNIT F20N - - - - BENEFITS

SOUTHBOUND

NORTHBOUND Reduce Maintenance Costs Reduce Structural Stresses Reduce Local Distortion Reduce Span Lengths

I-45 / US 75

I-45 / US 75 Louise Ave ADDITIONAL SYMMETRICAL COLUMNS (ROADWAY IMPACT) ADDITIONAL SYMMETRICAL COLUMNS (NO ROADWAY IMPACT) EXISTING CONFIGURATION ALTERNATIVE #3: ADD COLUMNS FOR SYMMETRICAL SUPPORT UNIT F17S

F1S F1N

190+00 Not Applicable to Entire Project, Only Units with Existing Asymmetrical Column Spacing

F2N F2S

195+00

F3S

F3N

200+00

F4S

F4N

F5N F5S DEEP ELLUM COMMUNITY ELLUM DEEP

205+00 [ IH 345 CONN G PGL FLOOR BEAM TRANSVERSE EXISTING TYPICAL SECTION

F6N GRADE EXISTING

F6S LOCATIONS ASYMMETRIC AT VARIOUS EXISTING STRUCTURE | NB IH 345

F7N TO REMAIN COLUMNS EXISTING

210+00

CONN J F7S

F8S GIRDER (TYP) LONGITUDINAL

F8N

F9S

215+00 Main St DALLAS DOWNTOWN

F9N

F10S - - - CHALLENGES Construction of Columns / Installation Bearings Maintaining Horizontal / Vertical Clearances Minimize Roadway Impacts During Construction CONCRETE COLUMN PROPOSED 4'x 4' F10N

F11S DR SHAFT 60" DIA PROPOSED

220+00 [ IH 345 PGL

F11N

NB COLL COLUMN CONSTRUCTION

F12S CLOSURE AS REQUIRED COLUMNS PRIOR TO ROAD CONSTRUCT ADDITIONAL | NB IH 345 GRADE EXISTING

SB COLL

F13S F12N

225+00

F14Sb

F14Sa Pacific Ave

F13N

F15S Gaston Ave COLUMN EXISTING CONSTRUCTION SEQUENCING

F14N DART LRT

F16S

230+00

230+00 230+00

230+00 230+00 F15N POSITION SUPERSTRUCTURE JACKED CONCRETE COLUMN PROPOSED 4'x 4' DR SHAFT 60" DIA PROPOSED

[ IH 345

F16N F17S

SUPERSTRUCTURE JACKING

235+00 235+00

235+00 235+00 235+00 USING HYDRAULIC JACK AND RAISE SUPERSTRUCTURE INSTALL FRICTION COLLAR | NB IH 345 & HYDRAULIC JACK FRICTION COLLAR

F17N Live Oak POSITION SUPERSTRUCTURE EXISTING

GRADE EXISTING

RAMP N RAMP

F18N F18S

Live Oak St

240+00

240+00

240+00 F19N

COLUMN EXISTING

RAMP M RAMP

F19S

RAMP L RAMP

F20N

F20S

245+00

245+00 245+00 PUBLIC MEETING CONCRETE COLUMN PROPOSED 4'x 4'

DR SHAFT 60" DIA PROPOSED

F21S F21N LEGEND: [ IH 345 PGL ADDITIONAL COLUMNS (WITH ROADWAY IMPACTS) ADDITIONAL COLUMNS (NO ROADWAY IMPACTS) EXISTING COLUMNS SPANS WITH SYMMETRICAL COLUMNS SPANS WITH ASYMMETRICAL COLUMNS I-345 BRIDGE PLAN (MAINLANES) 100 FROM LOUISE AVE TO ROSS TO FINAL POSITION AND LOWER SUPERSTRUCTURE INSTALL NEW BEARING PAD FINAL CONDITION

| NB IH 345

250+00

250+00 250+00 SCALE IN FEET 0 POSITION SUPERSTRUCTURE FINAL

SCALE= 1"= 200'

F22N F22S 100 GRADE EXISTING

200

F23N

NORTHBOUND

I-45 / US 75 US / I-45 255+00

COLUMN EXISTING

F23S

255+00

255+00

SOUTHBOUND

I-45 / US 75 US / I-45 CONN P CONN

San Jacinto St P CONN

CONN N N CONN CONN

Ross Ave

260+00

260+00 120+00 ALTERNATIVE #4: STRENGTHEN LOCAL CONNECTIONS

eam r B G loo ird F er

Floor Beam

Welded Threaded Girder Studs with F2437 DTIs

A325 Bolts with A325 Bolts with F959 DTIs 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

DOWNTOWN DALLAS

e

v A

e

v s

A s

T o e R

L 366

R

s RT i DA r L ou

i pu v L

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DEEP ELLUM COMMUNITY G

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

R E D BENEFITS CHALLENGES IR G L

- Reduce Deflection, Bending - Maintain Required Vertical TEE S W E Stresses, and Local Distortion in the Clearances N Girders - Minimize Roadway Impact ENT CAP NEW CONCRETE B - 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 CONSTRUCTION 1 Erect towers on both sides of existing deck (ED). (ED) TOWERS

2 Build new decks (ND), north and south units EXISTING S.B. DECK UNIT (ED) CL I 345 on tower lower and upper platforms.

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 (ND) CONSTRUCTION constructed. TOWERS

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.

EXISTING EXISTING BRIDGE BRIDGE 7 6 Roll-in new deck unit into final position. 6 (ED) (ED) (ND) 4 (ED)

(ND) (ED) 1 3 5 1 7 Connect precast rails to (ND). ROLLING PLATFORM

2 8 Dismantle and relocate towers and footings to CONSTRUCTION/LIFT next unit to be replaced. PLATFORMS

SECTION A-A

Applicable at selected bridge units temporary towers can be erected

BENEFITS CHALLENGES

- Fast Construction - Construction of Temporary - Minimum Roadway Impact Foundation for Each Tower - Improve Structural Performance - Limited Application - Reduce Maintenance Cost

I-345 FEASIBILITY STUDY PUBLIC MEETING PRECAST CAP / SUPERSTRUCTURE CONSTR. I-345 FEASIBILITY STUDY COLUMN ADDITIONAL 56'-0" ROADWAY DEMOLITION OF EXISTING COLUMN MODIFICATION

2.083% GROUND EXISTING CAP INSTALLATION | SB IH 345 EXISTING TYPICAL SECTION ALTERNATIVE #7: FAST TRACK SUPERSTRUCTURE AND BENT CAP REPLACEMENT CLOSURE AS REQUIRED COLUMNS PRIOR TO ROAD CONSTRUCT ADDITIONAL 12'-0" PGL 12'-0" [ IH 345 PGL | NB IH 345 TO REMAIN COLUMNS EXISTING

56'-0" ROADWAY 2.083%

SOUTHBOUND

NORTHBOUND

IH 45 / US 75

IH 45 / US 75

I-45 / US 75

I-45 / US 75 Louise Ave - - - BENEFITS

F1S F1N PIERCE ELEVATED CORRIDOR - HOUSTON Reduce Maintenance Costs Short Construction Duration Conventional Bridge Construction

190+00 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 Southbound 72 Days.

F2N F2S (SIMILAR TO I-45 "PIERCE ELEVATED", HOUSTON) GROUND EXISTING | SB IH 345

195+00 SUPERSTRUCTURE REMOVAL SHOWN CROSS-HATCHED SUPERSTRUCTURE AS REMOVE EXISTING PGL

F3S

F3N 12'-0" [ IH 345 PGL

200+00 | NB IH 345 56'-0" ROADWAY

F4S

F4N 2.083%

F5N F5S DEEP ELLUM COMMUNITY ELLUM DEEP

205+00

CONN G

F6N

F6S

F7N

210+00

CONN J F7S GROUND EXISTING | SB IH 345

F8S CONSTRUCTION SEQUENCING COLUMN MODIFICATION CONNECTION RODS AND ADD BENT REMOVE TOP OF COLUMN F8N

F9S PGL

215+00 Main St DALLAS DOWNTOWN [ IH 345

F9N

F10S | NB IH 345

F10N

F11S

220+00

F11N NB COLL

F12S - - - CHALLENGES

SB COLL

F13S F12N

Business / Resident Impacts During Construction Geometric Design Criteria Traffic Operations During Construction 225+00

F14Sb

F14Sa Pacific Ave

F13N

Gaston Ave F15S GROUND EXISTING | SB IH 345

F14N DART LRT

F16S

230+00

230+00 230+00

230+00 230+00 CAP INSTALLATION

ONTO EXISTING COLUMNS INSTALL BENT CAPS F15N PGL

[ IH 345

F16N F17S

| NB IH 345

235+00 235+00

235+00 235+00 235+00

F17N Live Oak

RAMP N RAMP

F18N F18S

Live Oak St

240+00

240+00

240+00

F19N

RAMP M RAMP

F19S

RAMP L RAMP

F20N

F20S

245+00

245+00 245+00 GROUND EXISTING PUBLIC MEETING | SB IH 345

SUPERSTRUCTURE CONSTRUCTION

F21S F21N BRIDGE DECK AND RAIL. CONCRETE GIRDERS. CAST INSTALL PRESTRESSED LEGEND: PGL I-345 BRIDGE PLAN (MAINLANES) 100

PROPOSED BENT / END OF DECK PROPOSED BENT PROPOSED SUPERSTRUCTURE FRAMING ADDITIONAL COLUMNS EXISTING COLUMNS 250+00

FROM LOUISE AVE TO ROSS

250+00 250+00 SCALE IN FEET 0 [ IH 345

PGL

F22N F22S 100 SCALE= 1"= 200' | NB IH 345

200

F23N

NORTHBOUND

I-45 / US 75 US / I-45

255+00

F23S

255+00

255+00

SOUTHBOUND

I-45 / US 75 US / I-45 CONN P CONN

San Jacinto St P CONN

CONN N N CONN CONN

Ross Ave

260+00

260+00 120+00 I-345 FEASIBILITY STUDY COMPOSITE BRIDGE DECK ALTERNATIVE #2 - - - BENEFITS

SOUTHBOUND

NORTHBOUND

I-45 / US 75

I-45 / US 75

Reduce Maintenance Costs Improve Structural Performance and Evaluation Criteria Optimization of Alternatives Based on Analysis Louise Ave

F1S F1N

190+00 ALTERNATIVE #8: HYBRID (COMBINATION OF 2 - 7)

F2N F2S

195+00 ADDITIONAL COLUMNS FOR SYMMETRY

F3S

F3N ALTERNATIVE #3

200+00

F4S

F4N

F5N F5S DEEP ELLUM COMMUNITY ELLUM DEEP

205+00 Note:

CONN G

F6N

F6S

F7N

210+00

CONN J F7S LOCAL REPAIRS AT CONNECTIONS Alternative to be Determined ALTERNATIVE #4

F8S

F8N

F9S

215+00 Main St DALLAS DOWNTOWN

F9N

F10S

F10N

F11S

220+00 - - - CHALLENGES See Individual Alternative Exhibits for Other Challenges Maintenance of Hybrid Solutions Implementation of Different Types Construction

F11N NB COLL

F12S

SB COLL

F13S F12N

225+00

F14Sb ADD SUPERSTRUCTURE REDUNDANCY

F14Sa

Pacific Ave ALTERNATIVE #5

F13N

Gaston Ave F15S

F14N DART LRT

F16S

230+00

230+00 230+00

230+00 230+00

F15N

F16N

F17S

235+00 235+00

235+00 235+00 235+00

F17N Live Oak

RAMP N RAMP

F18N F18S

Live Oak St RAPID BRIDGE REPLACEMENT

240+00

ALTERNATIVE #6

240+00

240+00

F19N

RAMP M RAMP

F19S

RAMP L RAMP

F20N

F20S

245+00

245+00 245+00

F21S F21N 100

I-345 BRIDGE PLAN (MAINLANES)

250+00

250+00 250+00 FROM LOUISE AVE TO ROSS SCALE IN FEET

0

F22N F22S PUBLIC MEETING 100 FAST-TRACK SUPERSTRUCTURE & BENT CAP REPLACEMENT SCALE= 1"= 200'

200 F23N

ALTERNATIVE #7

NORTHBOUND

I-45 / US 75 US / I-45

255+00

F23S

255+00

255+00

SOUTHBOUND I-45 / US 75 US / I-45

San Jacinto St P CONN CONN N CONN

Ross Ave

260+00

260+00 120+00 ALTERNATIVE # 9: COMPLETE FACILITY RECONSTRUCTION

DOWNTOWN DALLAS

DART LRT

Louise Ave Main St

Spur 366

Live Oak St

Ross Ave

Gaston Ave DEEP ELLUM COMMUNITY

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 Adjacent Properties Apartment/Condo/Loft Residence 1. Taxco Produce 68. 2105 Commerce Lofts 2. Sunbelt Fabric, Inc. 69. 2910 Commerce Lofts 3. Bridgford Distributing Co. 70. Citi Lofts 4. Precision Landscape & Design 71. Walton St. Studio Apartments 5. OM Produce 72. 2639 Elm Lofts 6. 720 S. Good Latimer Expy (Commercial) 73. Ambrose 7. City of Dallas 74. Marquis on Gasto n 8. Deep Ellum Bre wing Company 75. 2511 Swiss Lofts 9. Camden Farmers Market Apart ments 76. 615 N Good Latimer Lofts McCoy Pl 10. JD Rodriguez Produce and Cal-Te x Produce 77. 7-UP Bottling Co. Lofts 11. 2724 Taylor Stre et (Commercial) 78. Marquis at Street 12. The Graphics Group 79. Thirty Thirty Bryan 13. 2705 Taylor Stre et (Commercial) 80. Bryan Street Station «¬84 14. Advanced Surfa cing Industries Inc 81. Veranda 15. The Kalman Co. 82. Villas of Bryan Place 16. Adam Hats Lofts 83. The Icon at Ross 17. CrossFit Deep Ellum 84. Roseland Homes 18. City of Dallas Parking Lot C 85. Post Uptown Village Apartment Ho mes 19. Farmers Fruit an d Vegetables 86. Marquis at State Thomas 20. 2216 Commerce Stre et (Commercial) Hall St 2210 Commerce Stre et (Commercial) City of Dallas Designated Landmark Structure Ave 2204 Commerce Stre et (Commercial) 87. First Presbyterian Church £75 21. 2215 Commerce Stre et (Commercial) 88. Scottish Rite Cathedral ¤ 2211 Commerce Stre et (Commercial) 89. 2220 Canton Lofts ger 2207 Commerce Stre et (Commercial) 90. Old City Hall n 2201 Commerce Stre et (Commercial) 91. Majestic Theatre Mu 22. 2214 Main Street (La w Office) 92. Adam Hat 2210 Main Street (Commercial) 93. Palace Blacksmith Shop 2208 Main Street (Main Even Center) 94. City Hotel «¬138 2200 Main Street (Commercial) 95. Knights of Pythias Temple 23. Bark Park Centr al 96. B. Parks Bros. Storage Clark St 24. Julius Schepps Park 97. Crozier Tech High School 25. Case Rosso 98. Booker T. Washington School Watkins Ave 2616 Commerce Event Center 99. St. Paul Methodist Church The Back Door Adairs Dallas Arts District The Free Man Cajun Cafe 100. Future Site of Three Arts Plaza Deep Ellum Co mmun ity Assoc. 101. Future Site of Two Arts Plaza 26. Tuckers Blues 102. Winspear Opera House and AT&T Performing Arts Twisted Root Burger Co. Center Securitex 103. Morton H. Meyerson Symphony Center «¬83 27. Tigger's Tattoo 104. Annette Strauss Artist Square Kelley Witherspoon Attorn eys & Counselors 105. Museum To wer «¬67 Mouth 106. Future Site of 2121 Flora Ad-Libs 107. Nasher Sculpture Ce nter Boll St H 28. 2600 Commerce Stre et (Commercial) 108. a 29. City of Dallas Parking Lot B 109. Belo Mansion and Pavilian ll 30. 2201 Main Street (Commercial) 110. Future Site of Hall Arts To wers St 31. City of Dallas Parking Lot A 111. Wyly Theatre 32. The Door 112. City Performance Hall State Thomas Flora St 33. The Prophet Bar 34. Articles Histor ic Marker Historic District 35. Tommy Habeeb Enterprises 113. Belle Boyd Minuteman Press SPUR Ave Browder Springs Culture Press «¬66 Cherokees in Dallas Project One ss «¬82 Richard M. Gano Skonhet o Miller Log Cabin 366 R Canines First Millermore «¬85 t 36. Malone Pictures «¬81 114. Dallas Scottish Rite Temple S Spirer Publishing 115. Majestic Theatre «¬65 Urban Paws «¬86 to Karl St. John Hoblitzelle 37. 518 Elm Street (Commercial) Hilton Hotel 38. Parking Company of America «¬100 116. Junction of t he Texas & Pacific and Houston & Texas 39. 2441Pacific Avenue (Commercial) «¬125 Railroads 40. Granger «¬64 117. A.H . Bel o 41. Lizard Lounge Maple Routh Connection an Jacin 118. Dallas Symphony S 42. Public Storage ¬101 « 43. Sherwin Williams «¬63 t Miscellaneous Property 44. Former Dallas High School «¬59 «¬62 136 119. Farmer's Market Sk «¬ 45. LAZ Parking 46. Live Oak Lofts 120. City of Dallas Municipal Building ryan S il 47. 814 N. Good Latimer Expy. (Commercial) 121. Pegasus Charter High School «¬61 e 48. 904 Ha wkins St. (DART-Owne d, Commercial) 122. East Transfer Station «¬58 B s 123. Dallas Fire Station 3 «¬99 St 49. 723 Canteg ral St. (Commercial) 50. 845 N. Central Expy. (DART-Owned, Commercial) 124. Latino Cultural Center «¬60 51. Dunlap-Swain Auto Service 125. Booker T Washington High School Parking under Spu r L «¬80 52. 2632 Ross Ave. (DART-Owned, Commercial) 366 «¬57 ib «¬79 e 53. Southern Lights Pearl St rty 54. Texas Street Medical Building Park Routh St 55. AMLI at Bryan Place 126. Samuell-Beaumont Park 56. The Arts Apartments 127. Dallas City Park «¬56 DART St «¬98 57. 128. Main Street Gard en Park 58. Dallas Black Dance Theatre 129. Elm at Pearl Park «¬55 59. Fellowship Church 130. Majestic Theatre Park Woodall Rodgers Fwy 60. Studios at 2909 and Access Media 131. James W. Aston Park ¬118 61. Allen Street and Brownsto ne Condos 132. Pacific Plaza Park « «¬52 62. Bryan Place Condos 133. John Carpenter Plaza Park «¬54 63. 3008 Ross Ave (Commercial) 134. Celebration of Life Park 112 64. Sunset Lounge 135. Central Square Park «¬102 «¬ O 65. 3101/3107 Ross Ave (Commercial) 136. Exall Park «¬53 a 66. Southern Comfo rts 137. Betty Marcus Park «¬78 k KU.DE.TA 138. Griggs Park «¬51 St Leonard St Te Three Sheets 104 x 67. Flora Street Townhomes National Register Property «¬ t 139. Harlan Building 111 a 103 «¬ s 140. Dallas Scottish Rite Temple «¬ 141. Org inial Site of the Coca-Cola Bottling Company of «¬50 St ak S Dallas 142. Hilton Hotel Flora St L 143. Titche-Goettinger De partment Store ive O i 117 110 L ber 144. Majestic Theatre «¬105 «¬ «¬137 «¬ 135 145. Alfred Horatio Belo House ve ty S «¬ A 345 «¬49 Religious Facility ¨§ t 146. Masonic Temple ¦ 147. Cathedral Shrine of the Virgin Guadalupe 106 oss «¬ R St «¬77 T O 147 48 ex l «¬ «¬ Wilson Block «¬107 ive into «¬47 as 109 c S «¬ a S J t t n a «¬124 Wilson Block «¬145 P S D Historic District e A a R rl T «¬108 S e t «¬45 «¬123 C Av a n ve nteg to «¬46 as s A G Dallas High School is ral «¬76 Go w Historic District S S o t «¬74 d «¬73 «¬97 «¬44 «¬43 «¬75 L RT H at DA a ime 134 wkins S «¬71 «¬ r «¬42 E ¬133 x St « p t y an y C r Ol Pe B a «¬96 r St ive rl S «¬41 owd Elm H t a S «¬72 r t «¬39 «¬40 u wood S St «¬70 k «¬95 s S a 122 W ART «¬ O al D e t «¬93 t v «¬34 t Li e «¬116 «¬94 «¬35 o Av n cific «¬3637 a P S «¬132 «¬38 «¬33 «¬32 t «¬36 «¬27 St «¬69 «¬115 «¬31 mmerce «¬131 Co «¬24 O «¬28 «¬26 St a on 144 «¬29 Cant «¬ «¬30 k ¬130 t l « «¬91 lm S «¬129 «¬25 a E n «¬121 141 «¬22 «¬ d «¬23 «¬18 A «¬17 v «¬142 «¬21 «¬92 e St «¬16 Main «¬68 «¬19 «¬143 «¬20 «¬14 «¬15 120 345 «¬13 «¬90 «¬ t § S ¨ ¦ e «¬12 «¬128 merc Com «¬11 «¬8 «¬9 «¬10 «¬89 Harwood Street Historic District 30 G ¨¦§ t S Ce o Young o «¬7 n d tral L a t «¬87 E imer 6 «¬88 x «¬ p H «¬140 y a Exp Legend r O w 114 a ood S «¬ y kl 146 t a «¬ a S nd I-345 Study Area Boundary 139 arill e t «¬ M v Av ¨¦§45 A e se Pe ui «¬5 Mainlanes a o r St L l s E ui x o p L 4 Collector - distributor y «¬ 119 St «¬ «¬3 «¬# Adjacent Property «¬113 G 30 o «¬2 ¨¦§ o «¬1 «¬# Apartment/Condo/Loft Residence d L ati «¬# City of Dallas Designated Landmark Structure m er «¬# Dallas Arts District Ex p Cen y tra «¬# Historic Marker l Exp y # Miscellaneous Property «¬ H ¬127 ar « wo «¬# Park od St «¬# National Register Property «¬126

«¬# Religious Facility

Railroad Proposed Emerald Bracelet Trail CBD Pedway Bryan Place I-345 Park ENVIRONMENTAL Dallas Arts District CONSTRAINTS MAP City of Dallas Landmark District 0 1,200 National Register District / Feet Base Map Source: TNRIS, 2010