n. burleson st. – status update i. typical sections & pavement design ii. budget and...

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N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule SEPTEMBER 16, 2014

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Page 1: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

N. Burleson St. – Status Update

I. Typical Sections & Pavement DesignII. Budget and Preliminary Cost EstimatesIII. Schedule

SEPTEMBER 16, 2014

Page 2: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Proposed Typical Sections

Miller St. to Lockhart St.

OPTION 1

OPTION 2

20 year pavement designs

Page 3: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Location Map

Page 4: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Proposed Typical SectionsLockhart St. to Marketplace

OPTION 2

OPTION 1

Page 5: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Proposed Typical SectionsLockhart St. to Marketplace

OPTION 3

OPTION 4

Page 6: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Location Map

Page 7: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Location Map

Page 8: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Location Map

Page 9: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Proposed Typical SectionsIH 35 Connector

OPTION 1

OPTION 2

Page 10: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Location Map

Page 11: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Budget and Cost Estimate Update

Miller St. to Lockhart St.Project Activity Authorized

Option 1 Option 2Budget Amts 2 Lanes 3 Lanes

Rdway ConstructionRoadway Construction $7,300,000.00 365,000$ 509,000$ Utility Improvements ---- 18,000$ 75,000$ ROW Acquisition $225,000.00 -$ -$ ROW Services $0.00 -$ -$ Contingency $0.00 18,250$ 25,450$ Construction Sub- Totals $7,525,000.00 401,250$ 609,450$

Rdway DesignRoadway Design ----Utility Engineering ---- 3,000$ 5,000$

Black Base Pvmt Option Add'l Cost 7,100.00$ 9,200.00$

N Burleson StMiller to Lockhart

Page 12: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

ROW Impacts

Miller St. to Lockhart St.

Option 2 • Major impacts to business parking• Parking reduced from 34 spaces to approximately 20 spaces• Traffic signals at Center relocated• ADA facilities relocated/reconstructed

N Burleson St (Miller to Lockhart) - Option 1 0 SF 0 parcelsN Burleson St (Miller to Lockhart) - Option 2 0 SF 0 parcels

Option 1 Water conflicts – 260 LF W/W conflicts – 0 LF

Option 2 Water conflicts – 350 LF W/W conflicts – 0 LF

Page 13: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Budget and Cost Estimate Update

Lockhart St. to MarketplaceProject Activity Authorized

Option 1 Option 2 Option 3 Option 4

Budget Amts3 Lns (6-ft SW

E & W)10-ft Path

No E SW 3 Lns

No E SW Mostly 2 Lns

Rdway ConstructionRoadway Construction $7,300,000.00 4,346,000$ 4,451,000$ 4,176,000$ 3,431,000$ Utility Improvements ---- 415,000$ 415,000$ 415,000$ 80,000$ ROW Acquisition $225,000.00 117,405$ 172,026$ 18,608$ 3,717$ ROW Services $0.00 262,500$ 273,000$ 115,500$ 42,000$ Contingency $0.00 217,300$ 222,550$ 208,800$ 171,550$ Construction Sub- Totals $7,525,000.00 5,358,205$ 5,533,576$ 4,933,908$ 3,728,267$

Rdway DesignRoadway Design ----Utility Engineering ---- 60,000$ 60,000$ 60,000$ 12,000$

Black Base Pvmt Option Add'l Cost 75,300.00$ 75,300.00$ 75,300.00$ 54,800.00$

N Burleson StLockhart to Marketplace

Option 4 – 3 lanes Lockhart to North; Southbound right turn lanes at North St. and Spring Branch.

Page 14: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

ROW Impacts

Lockhart St. to MarketplaceN Burleson St (Lockhart to Marketplace) - Option 1 26,090 SF 25 parcels (residential)N Burleson St (Lockhart to Marketplace) - Option 2 38,228 SF 26 parcels (residential)N Burleson St (Lockhart to Marketplace) - Option 3 4,135 SF 11 parcels (residential)N Burleson St (Lockhart to Marketplace) - Option 4 826 SF 4 parcels (residential)

Most property acquisitions approximately 9 feet from existing ROW to proposed ROW

Option 1 Water conflicts – 3365 LF W/W conflicts – 1545 LF

Option 2 Water conflicts – 3365 LF W/W conflicts – 1545 LF

Option 3 Water conflicts – 3365 LF W/W conflicts – 1545 LF

Option 4 Water conflicts – 2000 LF W/W conflicts – 0 LF

Logical termini for Phase 1 before RR – requires 2 PS&E packages; additional design fee.Phase 2 – RR to IH 35 Connector and cul-de-sac at low water crossing

Page 15: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Budget and Cost Estimate Update

IH 35 ConnectorProject Activity Authorized

Option 1 Option 2

Budget Amts 3 Lanes 4 Lanes

Rdway ConstructionRoadway Construction $7,300,000.00 1,177,000$ 1,445,000$ Utility Improvements ---- -$ -$ ROW Acquisition $225,000.00 613,450$ 702,360$ ROW Services $0.00 10,500$ 10,500$ Contingency $0.00 58,850$ 72,250$ Construction Sub- Totals $7,525,000.00 1,859,800$ 2,230,110$

Rdway DesignRoadway Design ----Utility Engineering ----

Black Base Pvmt Option Add'l Cost 14,600.00$ 17,800.00$

IH 35 ConnectorBurleson to IH 35 SBFR

Page 16: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

ROW Impacts

IH 35 Connector

IH 35 Connector - Option 1 61,345 SF 1 parcel (commercial)IH 35 Connector - Option 2 70,236 SF 1 parcel (commercial)

No utility conflicts

Page 17: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Cost Estimate Comparisons

RR Quiet Zone – approximately $50K

Burleson Option Combinations Est. Cost Difference

Option 1, 1, 1 $8,641,947.00 -$141,947.00

Option 2, 2, 2 $9,397,828.00 -$897,828.00

Option 1, 2, 1 $8,817,318.00 -$317,318.00

Option 1, 2, 2 $9,187,628.00 -$687,628.00

Option 2, 1, 1 $8,852,147.00 -$352,147.00

Option 2, 2, 1 $9,027,518.00 -$527,518.00

Option 1, 3, 1 $8,217,649.50 $282,350.50

Option 1, 3, 2 $8,587,959.50 -$87,959.50

Option 1, 4, 1 $6,964,009.00 $1,535,991.00

Option 1, 4, 2 $7,334,319.00 $1,165,681.00

Option 2, 3, 1 $8,427,849.50 $72,150.50

Option 2, 3, 2 $8,798,159.50 -$298,159.50

Option 2, 4, 1 $7,174,209.00 $1,325,791.00

Option 2, 4, 2 $7,544,519.00 $955,481.00

Authorized Budget $8,500,000

Page 18: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Cost Estimate Comparisons

Option Combinations Within Budget

Location Option CommentsMiller to Lockhart 1 2 lanesMiller to Lockhart 2 3 lanes

Lockhart to Marketplace 1 3 lanes w/sidewalksLockhart to Marketplace 2 3 lanes sidewalk & shared pathLockhart to Marketplace 3 3 lanes 1 sidewalkLockhart to Marketplace 4 2 & 3 lanes, 1 sidewalk

IH 35 Connector 1 3 lanesIH 35 Connector 2 4 lanes

Within Budget Burleson Option

CombinationsEst. Cost Difference

Option 1, 3, 1 $ 8,217,649.50 $ 282,350.50

Option 1, 4, 1 $ 6,964,009.00 $ 1,535,991.00

Option 1, 4, 2 $ 7,334,319.00 $ 1,165,681.00

Option 2, 3, 1 $ 8,427,849.50 $ 72,150.50

Option 2, 4, 1 $ 7,174,209.00 $ 1,325,791.00

Option 2, 4, 2 $ 7,544,519.00 $ 955,481.00

Authorized Budget $8,500,000

Page 19: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Alternate Cost Estimate Comparisons

Within Budget Burleson Option

CombinationsEst. Cost Difference Alternate

Pavement Design Revised Difference

Option 1, 3, 1 $ 8,217,649.50 $ 282,350.50 $ 8,314,649.50 $ 185,350.50

Option 1, 4, 1 $ 6,964,009.00 $ 1,535,991.00 $ 7,040,509.00 $1,459,491.00

Option 1, 4, 2 $ 7,334,319.00 $ 1,165,681.00 $ 7,414,019.00 $1,085,981.00

Option 2, 3, 1 $ 8,427,849.50 $ 72,150.50 $ 8,526,949.50 $ (26,949.50)

Option 2, 4, 1 $ 7,174,209.00 $ 1,325,791.00 $ 7,252,809.00 $1,247,191.00

Option 2, 4, 2 $ 7,544,519.00 $ 955,481.00 $ 7,626,319.00 $ 873,681.00

Authorized Budget $8,500,000

Location Option CommentsMiller to Lockhart 1 2 lanesMiller to Lockhart 2 3 lanes

Lockhart to Marketplace 1 3 lanes w/sidewalksLockhart to Marketplace 2 3 lanes sidewalk & shared pathLockhart to Marketplace 3 3 lanes 1 sidewalkLockhart to Marketplace 4 2 & 3 lanes, 1 sidewalk

IH 35 Connector 1 3 lanesIH 35 Connector 2 4 lanes

Page 20: N. Burleson St. – Status Update I. Typical Sections & Pavement Design II. Budget and Preliminary Cost Estimates III. Schedule S EPTEMBER 16, 2014

Schedule of Activities

Project letting could vary with City engaging the services for proposed ROW surveying and appraisals.

Last 9 months of RR Coordination is for material procurement by UPRR.

Potential risk for contractor claim if RR coordination is delayed and/or City elects to remove RR work from project after letting.