ATTACHMENT A: EXHIBITS Exhibit 1: Project Location Map Exhibit 2: FEMA Floodplain and USGS Quadrangle Map Exhibit 3: Typical Sections Exhibit 4: Proposed Schematic Plans Exhibit 5: Section 404 Impacts Exhibit 6: Vegetation Impacts Exhibit 7: Hazardous Materials
Farmers Branch!( 114 Dallas University of Dallas %, 12 Elm Fork!( 482 Triniity River Dallas Love Field!( 183 Irving Grauwyler Rd Regal Row!( 356 35E Source: NCTCOG GIS Data - counties, cities, streets, rivers, and lakes Trinity River Greenbelt Park ± 0 0.5 1 2 Miles DENTON COLLIN EXHIBIT 1 PROJECT LOCATION MAP Study Limits TARRANT DALLAS ROCKWALL KAUFMAN ELLIS
Rd Grauwyler Northwest Levee!( 183 Elm Fork Trinity River East Levee Regal Row Source: NCTCOG GIS Data - counties, cities, streets, rivers, and lakes 0 370 740 1,480 Feet ± Study Limits DENTON COLLIN ROCKWALL EXHIBIT 2 FEMA FLOODPLAIN AND USGS QUADRANGLE MAP Existing ROW Proposed ROW Floodplain TARRANT DALLAS ELLIS KAUFMAN
C EXISTING 183 L EXISTING ROW VARIES (150' - 414') PROPOSED ROW VARIES (217'-414') EXISTING ROW VARIES (175' - 345') PROPOSED ROW VARIES (213'-345') ROW LN LN LN LN LN LN LN LN LN ROW WBGP (5 LANES) EBGP (4 LANES) EXISTING BRIDGE STRUCTURE 183 - EXISTING TYPICAL SECTION (On Structure over Elm Fork of the Trinity River) LIST OF ABBREVIATIONS LC = CENTERLINE EBGP = EASTBOUND GENERAL PURPOSE LANE LN = LANE ROW = RIGHT-OF-WAY = OULDER WBGP = WESTBOUND GENERAL PURPOSE LANE GENERAL PURPOSE LANE EXHIBIT 3 EXISTING AND PROPOSED TYPICAL SECTIONS EET 1 OF 4 NOT TO SCALE
EXISTING ROW VARIES (123' - 394') PROPOSED ROW VARIES (203'-394') C HOV 183 L EXISTING ROW VARIES (176' - 362') PROPOSED ROW VARIES (239'-362') ROW ROW 10'-22' VARIES 12' 12' 12' 12' 10' 8' 12' 12' 8' 12' 12' 12' 12' 12' AUX WBGP (4 LANES) HOV/M-C (2 LANES) EBGP (4 LANES + 1 AUX) PROPOSED BRIDGE STRUCTURE EXISTING BRIDGE STRUCTURE 19' EXISTING BRIDGE REMOVAL 183 - PROPOSED BASE PROJECT IMPROVEMENTS - TYPICAL SECTION (On Structure over Elm Fork of the Trinity River) LIST OF ABBREVIATIONS AUX = AUXILLARY LANE LC = CENTERLINE EBGP = EASTBOUND GENERAL PURPOSE LANE HOV = HIGH OCCUPANCY VEHICLES HOV/M-C = CONCURRENT HOV/MANAGED LANE ROW = RIGHT-OF-WAY = OULDER WBGP = WESTBOUND GENERAL PURPOSE LANE CONCURRENT HOV/MANAGED LANE GENERAL PURPOSE LANE EXHIBIT 3 EXISTING AND PROPOSED TYPICAL SECTIONS EET 2 OF 4 NOT TO SCALE
EXISTING ROW VARIES (146' - 416') PROPOSED ROW VARIES (216'-416') C HOV 183 L EXISTING ROW VARIES (153' - 339') PROPOSED ROW VARIES (216'-339') ROW ROW 5' SW 10' 12' 12' 12' 12' 12' 10' 16' 12' 12' 12' 12' 10' 10' 12' 12' 12' 12' 22' 19' 12' 11' 11' 14' TYP WBGP (5 LANES) HOV/M-C (4 LANES) EBGP (4 LANES) EBFR (4 LANES) PHASE 1 BRIDGE STRUCTURE EXISTING BRIDGE STRUCTURE PROPOSED BRIDGE STRUCTURE 183 - PROPOSED ADDITIONAL CONSTRUCTION COMPONENT IMPROVEMENTS - TYPICAL SECTION (On Structure over Elm Fork of the Trinity River) LIST OF ABBREVIATIONS LC = CENTERLINE EBFR = EASTBOUND FRONTAGE ROAD EBGP = EASTBOUND GENERAL PURPOSE LANE HOV = HIGH OCCUPANCY VEHICLES HOV/M-C = CONCURRENT HOV/MANAGED LANE ROW = RIGHT-OF-WAY = OULDER SW = SIDEWALK WBGP = WESTBOUND GENERAL PURPOSE LANE CONCURRENT HOV/MANAGED LANE GENERAL PURPOSE LANE FRONTAGE ROAD LANE EXHIBIT 3 EXISTING AND PROPOSED TYPICAL SECTIONS EET 3 OF 4 NOT TO SCALE
C EXISTING 183 L EXISTING ROW VARIES (150' - 414') PROPOSED ROW VARIES (217'-414') EXISTING ROW VARIES (175' - 345') PROPOSED ROW VARIES (213'-345') ROW ROW 10' 12' 12' 12' 10' 5'SW 5' SW 14' 11' 11' 12' 10' 12' 12' 12' 12' 12' 10' 10'-16' 12' 12' 12' 10' 10' 12' 12' 12' GORE 12' 12' 12' 10' 12' 11' 11' 14' AUX WBFR (3-4 LANES) WBGP (5 LANES) WB-HOV/M-C (6 LANES) EBGP (5 LANES + 1 AUX) EBFR (3-4 LANES) 183 - PROPOSED FINAL PHASE IMPROVEMENTS - TYPICAL SECTION (On Structure over Elm Fork of the Trinity River) LIST OF ABBREVIATIONS LC = CENTERLINE EBFR = EASTBOUND FRONTAGE ROAD EBGP = EASTBOUND GENERAL PURPOSE LANE HOV = HIGH OCCUPANCY VEHICLES HOV/M-C = CONCURRENT HOV/MANAGED LANE ROW = RIGHT-OF-WAY = OULDER WBFR = WESTBOUND FRONTAGE ROAD WBGP = WESTBOUND GENERAL PURPOSE LANE CONCURRENT HOV/MANAGED LANE GENERAL PURPOSE LANE FRONTAGE ROAD LANE EXHIBIT 3 EXISTING AND PROPOSED TYPICAL SECTIONS EET 4 OF 4 NOT TO SCALE
MATCHLINE STA 560+00 EXHIBIT 4 PROPOSED SCHEMATIC PLANS EET 1 OF 6 SOURCE: TxDOT DRAFT PHASE 1 SCHEMATIC (AUG 2013) BASE PROJECT IMPROVEMENTS OVER THE ELM FORK
MATCHLINE STA 560+00 EXHIBIT 4 PROPOSED SCHEMATIC PLANS EET 2 OF 6 SOURCE: TxDOT DRAFT PHASE 1 SCHEMATIC (AUG 2013) BASE PROJECT IMPROVEMENTS OVER THE ELM FORK
MATCHLINE STA 560+00 SOURCE: TxDOT DRAFT PHASE 2 SCHEMATIC (AUG 2013) EXHIBIT 4 PROPOSED SCHEMATIC PLANS EET 3 OF 6 ADDITIONAL CONSTRUCTION COMPONENT IMPROVEMENTS OVER THE ELM FORK
MATCHLINE STA 560+00 SOURCE: TxDOT DRAFT PHASE 2 SCHEMATIC (AUG 2013) EXHIBIT 4 PROPOSED SCHEMATIC PLANS EET 4 OF 6 ADDITIONAL CONSTRUCTION COMPONENT IMPROVEMENTS OVER THE ELM FORK
MATCHLINE STA 560+00 EXHIBIT 4 PROPOSED SCHEMATIC PLANS EET 5 OF 6 SOURCE: TxDOT SCHEMATIC (MARCH 2012) FINAL PHASE IMPROVEMENTS OVER THE ELM FORK
MATCHLINE STA 560+00 EXHIBIT 4 PROPOSED SCHEMATIC PLANS EET 6 OF 6 SOURCE: TxDOT SCHEMATIC (MARCH 2012) FINAL PHASE IMPROVEMENTS OVER THE ELM FORK
W1 W2 W3 Existing ROW Base Project Improvements ± EXHIBIT 5 SECTION 404 IMPACTS EET 1 OF 3 (BASE PROJECT IMPROVEMENTS) Proposed ROW Permanent Impacts Temporary Impacts W1 Linear Sump W2 Elm Fork Trinity River W3 Linear Sump 0 150 300 450 Feet
W1 W2 W3 Existing ROW Proposed ROW Permanent Impacts Temporary Impacts Additional Construction Component Improvements W1 Linear Sump W2 Elm Fork Trinity River W3 Linear Sump ± 0 150 300 450 Feet EXHIBIT 5 SECTION 404 IMPACTS EET 2 OF 3 (ADDITIONAL CONSTRUCTION COMPONENT IMPROVEMENTS)
W1 W2 W3 Existing ROW Proposed ROW Excavated Area Rip-rap ± EXHIBIT 5 SECTION 404 IMPACTS EET 3 OF 3 (FINAL PHASE IMPROVEMENTS) Permanent Impacts Temporary Impacts Final Phase Improvements Berm_Buffer W1 Linear Sump W2 Elm Fork Trinity River W3 Linear Sump 0 150 300 450 Feet
183 Vegetation Impacts Grass Woodland Base Project Improvements Additional Construction Component Improvements Final Phase Improvements ± 0 150 300 450 Feet EXHIBIT 6 VEGETATION IMPACTS Existing ROW Proposed ROW
Elm Fork Trinity River Century Center Blvd Round Table Dr SB088 < < SB087 < SB086!( 183 SB047 < < SB046 Existing ROW Proposed ROW Hazardous Material Site 1 Boundary < Soil Boring Floodplain ± 0 300 600 Feet EXHIBIT 7 HAZARDOUS MATERIALS