East Downtown Tax Increment Reinvestment Zone (TIRZ) No. 15 Infrastructure Assessment Study

East Downtown Tax Increment Reinvestment Zone (TIRZ) No. 15 Infrastructure Assessment Study Houston, TX Technical Memorandum April 15 th, 2009 Prepare by: 2950 North Loop West, Ste. 900 Houston, TX 77092

Table of Content I. Introduction II. Background III. Evaluations Pavement and Sidewalk Underground Utilities: Sanitary Sewer, Storm Sewer, Water Lines Traffic IV. Recommended Improvements V. Cost Estimates VI. List of Exhibits Exhibit 1: Study Area Limits Exhibit 2: Existing Pavement Condition Exhibit 3: Existing Sidewalk Condition Exhibit 4: Combined Existing Condition Exhibit 5: Existing Utilities Exhibit 6: Multimodal Exhibit 7: PM-Peak Traffic Counts Exhibit 8: Proposed Utilities Exhibit 9: Combined Proposed Improvements Exhibit 10: Existing AM and PM Peak-Hour Traffic Counts

I. Introduction The purpose of the East Downtown Tax Increment Reinvestment Zone (TIRZ) No. 15 Infrastructure Assessment Study is the identification of needed improvements to the existing infrastructure and underground utilities as part of the East Downtown revitalization plan. In addition to the revitalization plan, a study for a proposed soccer stadium is underway bounded by Hutchins and Dowling from west to east and Walker and Texas from south to north. Another project that is also under study in the area is a proposed pedestrian walkway along Bastrop from Bell to Walker. HNTB s responsibilities include a field inventory and record verification of drainage, water and storm sewer facilities. The study area limits fall within the Key Map 493 and existing TIRZ No. 15 boundary, see Exhibit 1: Study Area Limits. II. Background TIRZ No. 15 is part of the East Downtown revitalization plan. East Downtown is located east of US Highway (US) 59 and north of Interstate Highway (IH) 45. TIRZ No. 15 is easily accessible from all parts of the Greater Houston Region, due to its proximity to US 59 and IH 45, and ramps connecting directly to Interstate 10. The study area is bounded by Prairie Street on the north, Leeland Street on the south, Chartres Street on the west and St. Charles Street on the east, omitting the proposed soccer stadium limits, see Exhibit 1. The East Downtown TIRZ Conceptual Redevelopment Plan prepared by HNTB in February 2003 evaluated land use, urban design framework, and infrastructure improvements for utilities, roadways, and sidewalks. This previous plan will be referenced throughout this study as part of the basis of recommendations and estimates. Existing land use in the study area is a mix of residential, including single family and multi family, industrial, and commercial warehouses. In addition, there are some undeveloped parcels and abandoned buildings within the study area that local artists are using as live-work studios. There are also restaurants, groceries and small shops, but there are no schools or churches located in the study area. III. Evaluations The existing condition of the study area was evaluated by field observation and review of the previous record drawings and report. The evaluations are divided into three sections: Pavement and Sidewalk, Underground Utilities (which includes sanitary sewer, storm sewer, and water line) and Traffic. Pavement and Sidewalk Existing pavement and sidewalk conditions were identified by field observation. Most of the north-south street pavements are in good, good to fair or fair condition, as shown in Exhibit 2. The east-west streets, such as Bell Street, Dallas Street, Lamar Avenue and

Walker Street, are mostly in fair to poor and poor condition. These streets have significant deficiencies with broken curbs, faded pavement markings, large pot holes and cracks in the pavement. Along Walker Street and St. Charles Street, sections of nonfunctioning railroad tracks cross the streets and create an uncomfortable driving experience. Streets and sidewalks were analyzed on all streets within the project except for the areas designated for the proposed soccer stadium footprint and along Bastrop Street for the proposed future pedestrian walkway from Bell Street to Walker Street Another street eliminated from the analysis was Texas Avenue due to the future Metro rail line that will be constructed along this street, see Exhibit 6. As shown in Exhibit 3, sidewalks surrounding new developments on Texas Ave are in good condition. On other streets, sidewalks either do not exist or they are in poor condition. Some sidewalks are deteriorating so badly that they are unusable. See exhibit 4 for the combined existing sidewalks and pavement condition. Underground Utilities: Sanitary Sewer, Storm Sewer, Water Lines Sanitary Sewer The East Downtown TIRZ area is served by the 69 th Street Treatment Plant. Existing sanitary sewer is provided by a series of lines ranging between 6-inch to 36-inch diameter pipes, which vary in age and type, as shown in Exhibit 5: Existing Utilities. For example, an existing 36-inch line on Bastrop, which runs from Bell Street to McKinney Street, was constructed in 1992. An 8-inch line on Chartres Street runs from Bell Street to Texas Avenue. The majority of the sanitary sewers are 8-inch in size throughout the study area, see Exhibit 5. HNTB received from the City of Houston (COH) Engineering Planning Branch proposed sanitary line upgrades of existing deficient sanitary lines. These COH recommendations account for possible future developments in order to service the sanitary needs of the area, see Exhibit 8. Sanitary work is scheduled to be completed under the Texas Commission on Environmental Quality (TCEQ) Agree Order for the fiscal year 2009 along Dowling, from McKinney to Bell and along St. Charles, from Lamar to Bell. Therefore, no sanitary sewer recommendations are made on these streets in this study. Storm Sewer Existing storm sewer is provided by a series of lines ranging between 18-inch to 48-inch diameter pipes, shown in Exhibit 5: Existing Utilities. HNTB requested previous drainage studies/reports for the study area from various agencies, including City of Houston, Texas Department of Transportation (TxDOT) and Harris County Flood Control District (HCFCD), but all stated that no studies/reports were available. Based on field observations, many locations along Lamar Avenue, Bell Street, Hutchins Street and

Clay Street have water ponding issues along the streets after rain events. This creates an unsafe driving condition, possible pavement infiltration and unappealing aesthetics. From record drawings of existing facilities and geographic information system (GIS) files obtained from the City of Houston, and the Comprehensive Drainage Plan (CDP), there are three lateral lines serving the interior areas of the study area: Texas Street, Lamar Street, Bell Street with 36-inch, 36-inch and 48-inch pipe size respectively, see Exhibit 5. Based on the evaluation of the existing drainage system, four criteria were used to determine potential drainage improvements for this Phase I analysis. 1. Bring existing TIRZ 15 storm sewers up to current City of Houston minimum pipe size standards. All existing storm sewers and leads with diameters less than 24-inches would be removed and replaced with minimum standard storm sewers. 2. Remove, plug, and where necessary, realign the existing storm sewer system within the proposed soccer stadium footprint. 3. Realign, where required, future proposed (CDP) storm sewers within the proposed soccer stadium footprint. 4. Combine the drainage recommendations from the HNTB 2003 study, which accounts for full build out of the area, with the requirements of the first three criteria above to propose an optimal drainage facility for the study area, see Exhibit 8: Proposed Utilities. Water Lines Existing water lines, range from 3/4-inch to 72-inch, of which some have been in service for more than 50 years, are scattered through the study area, shown in Exhibit 5: Existing Utilities. Existing water is supplied to the service area by a 24-inch water line along Hutchins Street constructed in 1944. As with the sanitary facilities, deficient water lines were also identified by the COH Engineering Planning Branch with proposed water line upgrades. Similar to the storm sewer analysis, a comparison was made with the HNTB 2003 report and an overall recommendation was developed, see Exhibit 8: Proposed Utilities. Traffic Traffic controls within the study area include 4-way stops and traffic signals. No traffic queue up or congestion is caused by the existing signal timing. Two sets of traffic tube counts were collected on weekdays in October and November of 2008. One set was collected on a day with an event and the other set was collected on a day without an event. Review of the collected traffic data does not indicate a need for additional traffic lanes on any streets in the study area at this time. The highest AM and PM peak hour volume for the event and non-event days were collected on northbound Chartres Street between Rusk Street and Walker Street, which is summarized in Table 1: Highest AM and PM Peak Hour Volume (2008).

Table 1: Highest AM and PM Peak Hour Volume (2008) Event Day (vehicle per hour) Non-Event Day (vehicle per hour) AM 1109 1109 PM 1048 1375 Exhibit 7 shows the PM-Peak hour volume and Exhibit 10 includes a complete list of AM and PM peak-hour volumes during event and non-event days.

IV. Recommended Improvements The following streets are recommended for improvement based on evaluation of the existing conditions of the streets from field observations and underground utility improvement needs, summarized in Table 2: East Downtown Tax Increment Reinvestment Zone No. 15 Recommended Improvements. A graphical presentation of the proposed recommendations below is presented in Exhibit 9: Combined Proposed Improvements. Table 2: East Downtown Tax Increment Reinvestment Zone No. 15 Recommended Improvements Street Name From To Recommendations Reasons for Recommendations The roadway is in relatively good condition, but some Replace sidewalks, ramps, curbs, Leeland Chartres St. Charles blocks have no sidewalks or poor condition sidewalks. drainage, sanitary and water Major TIRZ #15 thoroughfare. Bell Chartres St. Charles Reconstruct street, sidewalks, ramps, curbs, drainage, sanitary and water Clay Chartres Dowling Upgrade drainage, sanitary and water Polk Chartres St. Charles Dallas Chartres St. Charles Lamar Chartres St. Charles McKinney Chartres St. Charles Walker Chartres Dowling Replace sidewalks, ramps, curbs, drainage, sanitary and water Reconstruct street, sidewalks, ramps, curbs, drainage, sanitary and water Reconstruct street, sidewalks, ramps, curbs, drainage, sanitary and water Reconstruct street, sidewalks, ramps, curbs, drainage, sanitary and water Reconstruct street, sidewalks, ramps, curbs, drainage, sanitary and water Portion of roadway is in poor condition, with no sidewalks or poor condition sidewalks, some water ponding at Bastrop. Improve distribution for future developments within the surrounding area. The roadway is in relatively good condition, but poor condition sidewalks. Major eastbound access to TIRZ #15. Most of roadway in poor condition, with no sidewalks or poor condition sidewalks, large area of water ponding at Bastrop. Most of roadway in poor condition, with no sidewalks, large area of water ponding at Bastrop. Portion of roadway in poor condition, with poor condition sidewalks, some water ponding at SE corner at Hutchins. Most of roadway in poor condition, with poor condition sidewalks.

Table 2: East Downtown Tax Increment Reinvestment Zone No. 15 Recommended Improvements (Continued) Street Name From To Recommendations Reasons for Recommendations Chartres Hutchins The roadway is in relatively good condition, but some Replace sidewalks, ramps, curbs, Rusk blocks have no sidewalks or poor condition sidewalks. Dowling St. Charles drainage, sanitary and water Major eastbound access to TIRZ #15. Chartres Hutchins Reconstruct street, sidewalks, ramps, Capitol Roadway in poor condition with no sidewalks. Dowling St. Charles curbs, and water Prairie Bastrop St. Charles Chartres Leeland Texas St. Emanuel Leeland Prairie Hutchins Leeland Texas Bastrop Leeland Texas Walker Prairie Dowling Leeland Prairie St. Charles Leeland Prairie Replace sidewalks, ramps, curbs, and water Replace sidewalks, ramps, curbs, sanitary, and water Reconstruct street, sidewalks, ramps, and curbs Reconstruct street, sidewalks, ramps, curbs, and water Reconstruct street, sidewalks, ramps, curbs, and water Reconstruct street, sidewalks, ramps, curbs, drainage, sanitary and water Reconstruct street, sidewalks, ramps, curbs, and drainage Roadway in fair condition with poor condition sidewalks. The roadway is in relatively good condition, but some blocks have poor condition sidewalks. Major TIRZ #15 thoroughfare. Main sanitary line upgrade. Small portion of roadway in poor condition, with no sidewalk or poor condition sidewalks, some water ponding at NE corner at Leeland. Most of roadway in poor condition, with no sidewalk or poor condition sidewalks, some water ponding between Clay and McKinney. Roadway in poor condition with no sidewalks. Majority of roadway is in relatively good to fair condition, but some poor condition sidewalks. Major TIRZ #15 thoroughfare with heavy truck traffic. Most of roadway in poor condition, with no sidewalk or poor condition sidewalks.

V. Cost Estimates Based on the recommended improvements, the preliminary cost estimate is calculated and summarized in Table 3: Recommended Improvement Cost Estimate Summary. Table 3: Recommended Improvement Cost Estimate Summary Section Item No Street Name From To Total In Figures 1 Leeland Chartres St. Charles $810,000 2 Bell Chartres St. Charles $1,040,000 3 Clay Chartres Dowling $660,000 4 Polk Chartres St. Charles $790,000 5 Dallas Chartres St. Charles $860,000 6 Lamar Chartres St. Charles $900,000 7 McKinney Chartres St. Charles $910,000 8 Walker Chartres Dowling $1,240,000 9 Rusk Chartres Hutchins $480,000 Dowling St. Charles 10 Captiol Chartres Hutchins $380,000 Dowling St. Charles 11 Prairie Bastrop St. Charles $110,000 12 Chartres Leeland Texas $2,040,000 13 St. Emanuel Leeland Prairie $440,000 14 Hutchins Leeland Texas $3,160,000 15 Bastrop Leeland Walker $2,370,000 Texas Prairie 16 Dowling Leeland Prairie $2,800,000 17 St. Charles Leeland Prairie $890,000 TOTAL $19,900,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Leeland St Chartres to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 5 $5,000.00 $25,000 ALL.02 1555 Traffic Control & Regulation LS 5 $5,000.00 $25,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 2,100 $5.00 $10,500 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF 3,500 $3.00 $10,500 SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 14,000 $4.00 $56,000 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 1,556 $3.00 $4,667 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 2 $2,000.00 $4,000 SW.02 2632 Type B-B Inlets EA 14 $1,900.00 $26,600 SW.03 2631 Install 24" RCP LF 655 $90.00 $58,950 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF 674 $8.00 $5,392 SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 1,648 $100.00 $164,800 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $41,200 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 5 $2,100.00 $10,500 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 350 $50.00 $17,500 WA.03 2531 12-inch diameter sanitary sewer by open cut LF 658 $90.00 $59,220 WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $21,805 SUBTOTAL $541,634 CONTINGENCY TOTAL COST Contingency 50% $270,817 SUBTOTAL + CONTINGENCY $810,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Bell St Chartres to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 5 $5,000.00 $25,000 ALL.02 1555 Traffic Control & Regulation LS 5 $5,000.00 $25,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 1,750 $4.00 $7,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 1,400 $5.00 $7,000 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 1,750 $40.00 $70,000 SB.04 2771 6" Concrete Curb LF 2,100 $3.00 $6,300 SB.05 2315 Roadway excavation CY 389 $13.00 $5,056 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 7,000 $4.00 $28,000 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 468 $3.00 $1,403 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 3 $2,000.00 $6,000 SW.02 2632 Type B-B Inlets EA 4 $1,900.00 $7,600 SW.03 2631 Install 24" RCP LF 329 $90.00 $29,610 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF 292 $9.00 $2,628 SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 336 $100.00 $33,600 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF 1,314 $200.00 $262,800 WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $74,100 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 8 $2,100.00 $16,800 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 1,320 $50.00 $66,000 WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $20,700 SUBTOTAL $694,597 CONTINGENCY TOTAL COST Contingency 50% $347,298 SUBTOTAL + CONTINGENCY $1,040,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Clay St Chartres to Dowling Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 4 $5,000.00 $20,000 ALL.02 1555 Traffic Control & Regulation LS 4 $5,000.00 $20,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF N/A $5.00 N/A SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF N/A $3.00 N/A SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF N/A $4.00 N/A SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY N/A $3.00 N/A STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA 14 $1,900.00 $26,600 SW.03 2631 Install 24" RCP LF 1,316 $90.00 $118,440 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 1,320 $100.00 $132,000 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $33,000 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 3 $2,100.00 $6,300 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 1,320 $50.00 $66,000 WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $18,075 SUBTOTAL $440,415 CONTINGENCY TOTAL COST Contingency 50% $220,208 SUBTOTAL + CONTINGENCY $660,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Polk St Chartres to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 5 $5,000.00 $25,000 ALL.02 1555 Traffic Control & Regulation LS 5 $5,000.00 $25,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 2,100 $5.00 $10,500 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF 2,100 $3.00 $6,300 SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 11,200 $4.00 $44,800 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 1,244 $3.00 $3,733 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 2 $2,000.00 $4,000 SW.02 2632 Type B-B Inlets EA 14 $1,900.00 $26,600 SW.03 2631 Install 24" RCP LF 1,316 $90.00 $118,440 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF 320 $8.00 $2,560 SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF 333 $10.00 $3,330 SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 1,316 $100.00 $131,600 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $32,900 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 4 $2,100.00 $8,400 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 1,316 $50.00 $65,800 WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $18,550 SUBTOTAL $527,513 CONTINGENCY TOTAL COST Contingency 50% $263,757 SUBTOTAL + CONTINGENCY $790,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Dallas St Chartres to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 5 $5,000.00 $25,000 ALL.02 1555 Traffic Control & Regulation LS 5 $5,000.00 $25,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 3,500 $4.00 $14,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 1,750 $5.00 $8,750 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 3,500 $40.00 $140,000 SB.04 2771 6" Concrete Curb LF 1,750 $3.00 $5,250 SB.05 2315 Roadway excavation CY 778 $13.00 $10,111 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 7,000 $4.00 $28,000 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 778 $3.00 $2,333 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA 16 $1,900.00 $30,400 SW.03 2631 Install 24" RCP LF 330 $90.00 $29,700 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 1,311 $100.00 $131,100 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $32,775 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 3 $2,100.00 $6,300 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 1,311 $50.00 $65,550 WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $17,963 SUBTOTAL $572,232 CONTINGENCY TOTAL COST Contingency 50% $286,116 SUBTOTAL + CONTINGENCY $860,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Lamar Ave Chartres to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 5 $5,000.00 $25,000 ALL.02 1555 Traffic Control & Regulation LS 5 $5,000.00 $25,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 3,500 $4.00 $14,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF N/A $5.00 N/A SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 3,500 $40.00 $140,000 SB.04 2771 6" Concrete Curb LF 2,100 $3.00 $6,300 SB.05 2315 Roadway excavation CY 778 $13.00 $10,111 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 8,400 $4.00 $33,600 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 933 $3.00 $2,800 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA 16 $1,900.00 $30,400 SW.03 2631 Install 24" RCP LF 661 $90.00 $59,490 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 1,321 $100.00 $132,100 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $33,025 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 3 $2,100.00 $6,300 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 1,321 $50.00 $66,050 WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $18,088 SUBTOTAL $602,264 CONTINGENCY TOTAL COST Contingency 50% $301,132 SUBTOTAL + CONTINGENCY $900,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: McKinney St Chartres to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 5 $5,000.00 $25,000 ALL.02 1555 Traffic Control & Regulation LS 5 $5,000.00 $25,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 1,750 $4.00 $7,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 1,400 $5.00 $7,000 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 1,750 $40.00 $70,000 SB.04 2771 6" Concrete Curb LF 1,400 $3.00 $4,200 SB.05 2315 Roadway excavation CY 389 $13.00 $5,056 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 5,600 $4.00 $22,400 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 622 $3.00 $1,867 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA 20 $1,900.00 $38,000 SW.03 2631 Install 24" RCP LF 982 $90.00 $88,380 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 660 $100.00 $66,000 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF 982 $150.00 $147,300 WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $53,325 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 3 $2,100.00 $6,300 WA.02 2531 8-inch diameter sanitary sewer by open cut LF 660 $50.00 $33,000 WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $9,825 SUBTOTAL $609,652 CONTINGENCY TOTAL COST Contingency 50% $304,826 SUBTOTAL + CONTINGENCY $910,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Walker St Chartres to Dowling Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 4 $5,000.00 $20,000 ALL.02 1555 Traffic Control & Regulation LS 4 $5,000.00 $20,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 5,250 $4.00 $21,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 2,100 $5.00 $10,500 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 5,250 $40.00 $210,000 SB.04 2771 6" Concrete Curb LF 2,100 $3.00 $6,300 SB.05 2315 Roadway excavation CY 1,167 $13.00 $15,167 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 8,400 $4.00 $33,600 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 933 $3.00 $2,800 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 4 $2,000.00 $8,000 SW.02 2632 Type B-B Inlets EA 16 $1,900.00 $30,400 SW.03 2631 Install 24" RCP LF N/A $90.00 N/A SW.04 2631 Install 30" RCP LF 655 $120.00 $78,600 SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF 301 $8.00 $2,408 SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF 247 $10.00 $2,470 SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 655 $100.00 $65,500 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF 656 $150.00 $98,400 WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $40,975 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 5 $2,100.00 $10,500 WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF 1,311 $90.00 $117,990 WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $32,123 SUBTOTAL $826,732 CONTINGENCY TOTAL COST Contingency 50% $413,366 SUBTOTAL + CONTINGENCY $1,240,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Rusk St Chartres to Hutchins and Dowling to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 3 $5,000.00 $15,000 ALL.02 1555 Traffic Control & Regulation LS 3 $5,000.00 $15,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 1,400 $5.00 $7,000 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF 1,400 $3.00 $4,200 SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 5,600 $4.00 $22,400 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 622 $3.00 $1,867 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 1 $2,000.00 $2,000 SW.02 2632 Type B-B Inlets EA 10 $1,900.00 $19,000 SW.03 2631 Install 24" RCP LF 323 $90.00 $29,070 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF 322 $8.00 $2,576 SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 983 $100.00 $98,300 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $24,575 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 3 $2,100.00 $6,300 WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF 656 $90.00 $59,040 WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $16,335 SUBTOTAL $322,663 CONTINGENCY TOTAL COST Contingency 50% $161,331 SUBTOTAL + CONTINGENCY $480,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Capitol St Chartres to Hutchins and Dowling to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 3 $5,000.00 $15,000 ALL.02 1555 Traffic Control & Regulation LS 3 $5,000.00 $15,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF N/A $5.00 N/A SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF 700 $3.00 $2,100 SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 2,800 $4.00 $11,200 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 311 $3.00 $933 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF N/A $90.00 N/A SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 330 $100.00 $33,000 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF 660 $200.00 $132,000 WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $41,250 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA N/A $2,100.00 N/A WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS N/A 25% $0 SUBTOTAL $250,483 CONTINGENCY TOTAL COST Contingency 50% $125,242 SUBTOTAL + CONTINGENCY $380,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Prairie St Bastrop to St. Charles Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 2 $5,000.00 $10,000 ALL.02 1555 Traffic Control & Regulation LS 2 $5,000.00 $10,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 700 $5.00 $3,500 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF 700 $3.00 $2,100 SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 2,800 $4.00 $11,200 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 311 $3.00 $933 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF N/A $90.00 N/A SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 285 $100.00 $28,500 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $7,125 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA N/A $2,100.00 N/A WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS N/A 25% $0 SUBTOTAL $73,358 CONTINGENCY TOTAL COST Contingency 50% $36,679 SUBTOTAL + CONTINGENCY $110,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Chartres St Leeland to Texas Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 10 $5,000.00 $50,000 ALL.02 1555 Traffic Control & Regulation LS 10 $5,000.00 $50,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY N/A $4.00 N/A SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 1,750 $5.00 $8,750 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY N/A $40.00 N/A SB.04 2771 6" Concrete Curb LF 1,750 $3.00 $5,250 SB.05 2315 Roadway excavation CY N/A $13.00 N/A SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 7,000 $4.00 $28,000 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 778 $3.00 $2,333 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF N/A $90.00 N/A SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF N/A $100.00 N/A WA.02 2511 12-inch diameter water line w/restrained joints by augering LF 330 $150.00 $49,500 WA.03 2511 16-inch diameter water line w/restrained joints by augering LF 2,649 $200.00 $529,800 WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $144,825 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 15 $2,100.00 $31,500 WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF 354 $90.00 $31,860 WA.04 2531 16-inch diameter sanitary sewer by open cut LF 2,979 $110.00 $327,690 WA.05 2531 Wastewater Appurtanances LS 1 25% $97,763 SUBTOTAL $1,357,271 CONTINGENCY TOTAL COST Contingency 50% $678,635 SUBTOTAL + CONTINGENCY $2,040,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: St. Emanuel St Leeland to Prairie Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 7 $5,000.00 $35,000 ALL.02 1555 Traffic Control & Regulation LS 7 $5,000.00 $35,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 3,500 $4.00 $14,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 2,450 $5.00 $12,250 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 3,500 $40.00 $140,000 SB.04 2771 6" Concrete Curb LF 2,450 $3.00 $7,350 SB.05 2315 Roadway excavation CY 778 $13.00 $10,111 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 9,800 $4.00 $39,200 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 1,089 $3.00 $3,267 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF N/A $90.00 N/A SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF N/A $100.00 N/A WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS N/A 25% $0 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA N/A $2,100.00 N/A WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS N/A 25% $0 SUBTOTAL $296,178 CONTINGENCY TOTAL COST Contingency 50% $148,089 SUBTOTAL + CONTINGENCY $440,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Hutchins St Leeland to Texas Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 10 $5,000.00 $50,000 ALL.02 1555 Traffic Control & Regulation LS 10 $5,000.00 $50,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 8,750 $4.00 $35,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 1,400 $5.00 $7,000 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 8,750 $40.00 $350,000 SB.04 2771 6" Concrete Curb LF 4,550 $3.00 $13,650 SB.05 2315 Roadway excavation CY 1,944 $13.00 $25,278 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 18,200 $4.00 $72,800 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 2,022 $3.00 $6,067 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF N/A $90.00 N/A SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF N/A $100.00 N/A WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF 3,364 $300.00 $1,009,200 WA.05 2511 Water Appurtanances LS 1 25% $252,300 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA N/A $2,100.00 N/A WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF 2,100 $90.00 $189,000 WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $47,250 SUBTOTAL $2,107,544 CONTINGENCY TOTAL COST Contingency 50% $1,053,772 SUBTOTAL + CONTINGENCY $3,160,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Bastrop St Leeland to Walker and Texas to Prairie Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 6 $5,000.00 $30,000 ALL.02 1555 Traffic Control & Regulation LS 6 $5,000.00 $30,000 ALL.03 1555 Signalization LS 5 $250,000.00 $1,250,000 STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 1,750 $4.00 $7,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF N/A $5.00 N/A SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 1,750 $40.00 $70,000 SB.04 2771 6" Concrete Curb LF 700 $3.00 $2,100 SB.05 2315 Roadway excavation CY 389 $13.00 $5,056 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 2,800 $4.00 $11,200 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 389 $3.00 $1,167 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA N/A $2,000.00 N/A SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF 330 $90.00 $29,700 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF N/A $170.00 N/A SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF N/A $8.00 N/A SW.09 2221 Remove and Dispose (21" RCP) LF 330 $9.00 $2,970 SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 330 $100.00 $33,000 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF 333 $150.00 $49,950 WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $20,738 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA N/A $2,100.00 N/A WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF 350 $90.00 $31,500 WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $7,875 SUBTOTAL $1,582,255 CONTINGENCY TOTAL COST Contingency 50% $791,127 SUBTOTAL + CONTINGENCY $2,370,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: Dowling St Leeland to Prairie Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 11 $5,000.00 $55,000 ALL.02 1555 Traffic Control & Regulation LS 11 $5,000.00 $55,000 ALL.03 1555 Signalization LS 2 $250,000.00 $500,000 STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 1,750 $4.00 $7,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 3,150 $5.00 $15,750 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 1,750 $40.00 $70,000 SB.04 2771 6" Concrete Curb LF 3,150 $3.00 $9,450 SB.05 2315 Roadway excavation CY 389 $13.00 $5,056 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 12,600 $4.00 $50,400 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 1,400 $3.00 $4,200 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 6 $2,000.00 $14,000 SW.02 2632 Type B-B Inlets EA 8 $1,900.00 $15,200 SW.03 2631 Install 24" RCP LF 327 $90.00 $29,430 SW.04 2631 Install 30" RCP LF 301 $120.00 $36,120 SW.05 2631 Install 36" RCP LF 335 $170.00 $56,950 SW.06 2631 Install 42" RCP LF 327 $190.00 $62,130 SW.07 2631 Install 60" RCP LF 390 $300.00 $117,000 SW.08 2221 Remove and Dispose (18" RCP) LF 689 $8.00 $5,512 SW.09 2221 Remove and Dispose (21" RCP) LF 331 $9.00 $2,979 SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF 669 $14.00 $9,366 SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF 660 $100.00 $66,000 WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF 2,645 $200.00 $529,000 WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS 1 25% $148,750 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA 1 $2,100.00 $2,100 WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS 1 25% $525 SUBTOTAL $1,866,918 CONTINGENCY TOTAL COST Contingency 50% $933,459 SUBTOTAL + CONTINGENCY $2,800,000

TAX INCREMENT REINVESTMENT ZONE (TIRZ) 15 CONSTRUCTION COST ESTIMATE 4/15/2009 Street Name: Limit: St. Charles St Leeland to Prairie Item No. Control No. Item Description Measure Quantity Price Total in Figures GENERAL PROJECT ITEMS ALL.01 1502 Mobilization LS 11 $5,000.00 $55,000 ALL.02 1555 Traffic Control & Regulation LS 11 $5,000.00 $55,000 ALL.03 1555 Signalization LS N/A $250,000.00 N/A STREET AND BRIDGE ITEMS SB.01 2221 Remove and dispose of reinforced concrete pavement with or without asphalt overlay, all thicknesses SY 5,250 $4.00 $21,000 SB.02 2221 Remove and disposed of existing concrete curb or curb and gutter LF 2,800 $5.00 $14,000 SB.03 2751 7" reinforced concrete Pavement (inc. 6" lime stab subgrade) SY 5,250 $40.00 $210,000 SB.04 2771 6" Concrete Curb LF 6,300 $3.00 $18,900 SB.05 2315 Roadway excavation CY 1,167 $13.00 $15,167 SB.06 2775 4-1/2-inch concrete sidewalk, including headers, dowels and including expansion joints SF 26,600 $4.00 $106,400 SB.07 2221 Remove and dispose of concrete sidewalks, driveways, medians and riprap (all thicknesses) SY 2,956 $3.00 $8,867 STORM WATER ITEMS SW.01 2082 Type "C" Manhole EA 3 $2,000.00 $6,000 SW.02 2632 Type B-B Inlets EA N/A $1,900.00 N/A SW.03 2631 Install 24" RCP LF 324 $90.00 $29,160 SW.04 2631 Install 30" RCP LF N/A $120.00 N/A SW.05 2631 Install 36" RCP LF 265 $170.00 $45,050 SW.06 2631 Install 42" RCP LF N/A $190.00 N/A SW.07 2631 Install 60" RCP LF N/A $300.00 N/A SW.08 2221 Remove and Dispose (18" RCP) LF 693 $8.00 $5,544 SW.09 2221 Remove and Dispose (21" RCP) LF N/A $9.00 N/A SW.10 2221 Remove and Dispose (24" RCP) LF N/A $10.00 N/A SW.11 2221 Remove and Dispose (30" RCP) LF N/A $12.00 N/A SW.12 2221 Remove and Dispose (32" RCP) LF N/A $14.00 N/A SW.13 2221 Remove and Dispose (36" RCP) LF N/A $15.00 N/A WATER MAIN ITEMS WA.01 2511 8-inch diameter ductile iron water line w/restrained joints by augering LF N/A $100.00 N/A WA.02 2511 12-inch diameter water line w/restrained joints by augering LF N/A $150.00 N/A WA.03 2511 16-inch diameter water line w/restrained joints by augering LF N/A $200.00 N/A WA.04 2511 24-inch diameter water line w/restrained joints by augering LF N/A $300.00 N/A WA.05 2511 Water Appurtanances LS N/A 25% $0 WASTE WATER ITEMS WA.01 02081 Sanitary Manholes EA N/A $2,100.00 N/A WA.02 2531 8-inch diameter sanitary sewer by open cut LF N/A $50.00 N/A WA.03 2531 12-inch diameter sanitary sewer by open cut LF N/A $90.00 N/A WA.04 2531 16-inch diameter sanitary sewer by open cut LF N/A $110.00 N/A WA.05 2531 Wastewater Appurtanances LS N/A 25% $0 SUBTOTAL $590,087 CONTINGENCY TOTAL COST Contingency 50% $295,044 SUBTOTAL + CONTINGENCY $890,000

SCOTT CLAY LAMAR TRAVIS BRAZOS Legend: LOUISIANA SMITH City Of Houston TIRZ #15 MC KINNEY MILAM TRAVIS DALLAS LOUISIANA MC KINNEY City of Houston Planning & Development Department GIS Services Division Map Date: May 2008 Disclaimer: City Limits East Downtown 0 200 400 800 1,200 LAMAR DALLAS MAIN MAIN ± TEXAS COHGIS data is prepared and made available for general reference purposes only and should not be used, or relied upon for specific applications, without independent verification. The City of Houston neither represents, nor warrants COHGIS data accuracy, or completeness, nor will the City of Houston accept liability of any kind in conjunction with its use. pj14136 Feet SAN JACINTO RUSK LA BRANCH CAROLINE PRAIRIE CAPITOL CRAWFORD AUSTIN PRESTON Exhibit 1: Study Area Limits LA BRANCH Minute Maid Park JACKSON CHARTRES CHENEVERT HAMILTON PRESTON N US 59 RUIZ ST EMANUEL FRANKLIN CONGRESS NAVIGATION HUTCHINS EAST SPERBER ADAM UNKNOWN UNKNOWN RILEY COLBY UNKNOWN FLYNN RUNNELS JENSEN ANN LIVE OAK NAGLE Mcalpine SALTUS CANAL ST CHARLES NIX DELANO SHERMAN LIVE OAK COMMERCE ENGELKE NAGLE NAVIGATION PAGIE FOX PALMER ENNIS MIDDLE MIDDLE BERING FOX K VELASCO BELL PEASE FANNIN CLAY FANNIN POLK Toyota Center Discovery Green Park George R. Brown Convention Center RUSK Proposed Soccer Stadium PRAIRIE PAIGE MIDDLETON HAWKINS HARRISBURG VELASCO SHERMAN ROBERTS GARROW SHERMAN COMME WEBSTER CRAWFORD ST JOSEPH S US 45 JACKSON JACKSON LEELAND JEFFERSON CHENEVERT US 59 IH 45 CHENEVERT BELL JEFFERSON CLAY HUTCHINS BELL CLAY Shenzhen Garden BASTROP LIVE OAK NAGLE ST CHARLES LAMAR DALLAS DELANO WALKER MC KINNEY PAIGE ENNIS CAPITOL RUSK CAPITOL RUSK PRESTON TEXAS SAMPSON YORK YORK PRESTON TEXAS HUTCHESON EVERTON HUTCHESON RUSK EVERTON HARRIS HADLEY GRAY DOWLING PEASE PEASE CLAY PALMER VELASCO CLAY ROBERTS MILBY WALKER WOODLEIGH ST JOSEPH ST JOSEPH LAMAR LAMAR ST AUGUSTINE CLAY WEBSTER ST CHARLES CALHOUN ADEN MIST ROBERTS DENVER EDMUNDSON MILBY DALLAS W

Exhibit 2: Existing Pavement Condition Pease St Leeland St Bell St Clay St Polk St Dallas St Lamar Ave McKinney St Walker St Rusk St Capitol Ave Texas Ave Prairie St Preston St Jackson St Discovery Green Park Avenida de Las Americas Chenevert St Holiday Exp Inn Hilton Hotel Garage George R. Brown Convention Center Minute Maid Ballpark Hamilton St Chartres St St. Emanuel St shopping center restaura nt empty Hutchins St Bastrop St B-C Tex parking lot with a building Harris Co Tax Off. Janco Food Dowling St Roadway Good Good to Fair Fair Fair to poor Poor No Street Proposed residential Development St. Charles St proposed restaurant Existing Residential

Exhibit 3: Existing Sidewalk Condition Pease St Leeland St Bell St Clay St Polk St Dallas St Lamar Ave McKinney St Walker St Rusk St Capitol Ave Texas Ave Prairie St Preston St Jackson St Discovery Green Park Avenida de Las Americas Hilton Hotel Chenevert St Garage George R. Brown Convention Center Minute Maid Ballpark Holiday Exp Inn Hamilton St Chartres St St. Emanuel St shopping center restaura nt empty Hutchins St Sidewalk Good Fair Bad No Sidewalk EXISTING Signed Route/Shared Lane Bike Route Bastrop St Dowling St St. Charles St proposed restaurant B-C Tex parking log with a building Janco Food Ser Harris Co Tax Off. PROPOSED Multi-use Trail Bike Trail Proposed residential Development Existing Residential

Exhibit 4: Combined Existing Condition Jackson St Avenida de Las Americas Pease St Leeland St Bell St Clay St Polk St Dallas St Lamar Ave McKinney St Discovery Green Park Walker St Rusk St Capitol Ave Texas Ave Prairie St Minute Maid Ballpark Preston St From I-10, US- 59 SB, I-45 SB Chenevert St George R. Brown Convention Center To I-45 NB From US-59 NB, SH 288 NB Hamilton St Chartres St St. Emanuel St To US-59 SB, SH 288 SB From US-59 NB, SH 288 NB To I-10, I-45 NB Hutchins St From I-45 NB Bastrop St Dowling St St. Charles St Roadway Good Good to Fair Fair Fair to poor Poor No Street Sidewalk Good Fair Bad/No Sidewalk No Sidewalk EXISTING Signed Route/Shared Lane Bike Route PROPOSED On Street Multi-use Trail Proposed residential Development Existing Residential

Exhibit 5: Existing Utilities Pease St Leeland St Bell St Clay St Polk St Dallas St Lamar Ave McKinney St Walker St Rusk St Capitol Ave Texas Ave Prairie St Preston St Jackson St Discovery Green Park Avenida de Las Americas Hilton Hotel Garage Chenevert St Holiday Exp Inn George R. Brown Convention Center Minute Maid Ballpark Hamilton St Chartres St shopping center restaurant empty Sanitary 6" 8" 10" 15" 18" 36" Water 3/4", 1", 2", 6" 8" 12" 24" >60" Drainage < 24" 24" 30-33" 36" >42" St. Emanuel St Hutchins St Bastrop St Dowling St St. Charles St proposed restaurant B-C Tex Janco Food Ser

Exhibit 6: Multimodal Pease St Leeland St Bell St Clay St Polk St Dallas St Lamar Ave McKinney St Walker St Rusk St Capitol Ave Texas Ave Prairie St Preston St Jackson St Discovery Green Park Avenida de Las Americas Chenevert St 80 50 40 Holiday Exp Inn George R. Brown Convention Center Minute Maid Ballpark Hamilton St 36 50 Chartres St St. Emanuel St Hutchins St Bastrop St Public Transportation Route Proposed Light Rail Transit (LRT) Bus Route 36 Bus Route 40 Bus Route 50 Bus Route 80 Dowling St St. Charles St 40 36 EXISTING Signed Route/Shared Lane Bike Route PROPOSED On Street Multi-use Trail

Exhibit 7: PM-Peak Traffic Counts Pease St Leeland St Bell St Clay St Polk St Dallas St Lamar Ave McKinney St Walker St Rusk St Capitol Ave Texas Ave Prairie St Preston St Jackson St Discovery Green Park Avenida de Las Americas Chenevert St Hamilton St Chartres St St. Emanuel St Hutchins St 12 9 Holiday Exp Inn 176 170 420 400 50 41 George R. Brown Convention Center 21 22 405 233 1375 1048 267 238 Minute Maid Ballpark 77 106 223 76 19 367 41 253 13 21 103 68 468 19 78 70 39 31 160 147 722 673 Bastrop St Dowling St St. Charles St 558 528 400 418 112 119 186 198 15 16 15 16 41 41 62 60 25 43 27 39 632 580 560 535 494 753 105 88 Legend: XX Oct 2008 PM Peak Hour Volume without event XX Oct 2008 PM Peak Hour Volume with event Not a Thru Street Streets with Peak Volume > 100