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HomeMy WebLinkAboutCity Council-Agenda Packets-Worksession-8/25/2016  City of Colleyville                                                                                                  Page 1   City of Colleyville City Council  Worksession Agenda City Hall 100 Main Street Colleyville, Texas 76034 817.503.1000 www.colleyville.com Wednesday, August 24, 2016 5:00 p.m. Executive Conference Room Third Floor ­ City Hall 1. CALL TO ORDER  2. EXECUTIVE SESSION ­ In accordance with Texas Government  Code, Chapter 551, Subchapter D    Section 551.072 ­ Real Estate ­ Deliberate the purchase, exchange,  lease, or value of real property for City facilities RESUME WORKSESSION ­ 6:00 P.M. 3. PRESENTATION AND DISCUSSION     3a Presentation and discussion of the Glade Road Project 4. ADJOURNMENT  I hereby certify this agenda was posted on City Hall bulletin boards Friday,  August 19, 2016, by 5:00 p.m. Amy Shelley, TRMC City Secretary A quorum of any Colleyville board, commission, or committee may be  present at this meeting.  Any matter on this agenda may, at the discretion of the governing body, be  opened for public comment and discussion. If you plan to attend this public meeting and have a disability that requires  special accommodations, please advise the City Secretary at least 48 hours in  advance at 817.503.1133, and reasonable accommodations will be made to assist  you.  City of Colleyville Page 1 City of Colleyville Colleyville City Council Worksession Agenda Briefing City Hall 100 Main Street Colleyville, Texas 76034 www.colleyville.com Agenda Number 3a Agenda Date 08/24/2016 Type Presentation and Discussion Department Public Works Title Presentation and discussion of the Glade Road Project Strategy Map Connection B4- Cultivate a culture of transparency and consistent communication Explanation Staff will present an update on the status of the Glade Road Project. The presentation will cover the current status of all phases of the corridor project and provide an opportunity to discuss each phase of the corridor. The presentation will include: Project History Review of Traffic Counts Phase 1 overview of the current plans: Bransford Road Intersection Bedford Road Intersection Riverwalk Drive intersection Bluebonnet Drive intersection Overview of the proposed retaining walls Proposed traffic control plan Complete plans overview Phase 2 overview Phase 3 overview Phase 4 overview Project Schedules Interim Maintenance The last update presented on the Glade Road Phase 1 Project was presented to the City Council during the April 19, 2016, Pre Council Meeting and the presentation is attached for reference. That presentation covered several topics regarding the Glade Road Phase 1 Project. During that presentation, and previous discussions, the City Council provided clear direction to the design consultant to identify ways to continue to minimize the impacts of the project on the adjacent property owners. City staff and the design consultant have continued to evaluate the design and the associated impacts on a parcel by parcel basis. The design consultant has made revisions to the design of Phase 1 to City of Colleyville Page 2 City Council Worksession Agenda Briefing 3a lessen the respective impacts. The table below summarizes some of the adjustments that have been made to the plans as a result of this continued effort. 60% Design 90% Design Updated 90% Estimated right-of-way parcels (Total Square Footage) 14 (29,000) 11 (19,800) 9 (18,750) Estimated Sidewalk Easements (Total Square Footage) 18 (14,900) 11 (10,000) 13 (13,940) Estimated Drainage Easements (Total Square Footage) 1 (575) 0 (0) 0 (0) Estimated Temporary Construction Easements (Total Square Footage) 48 (47,900) 29 (26,200) 19 (22,030) Total Estimated Transactions 81 51 41 Total Affected Parcels 48 33 32 The presentation will include updates on Phases 2, 3, and 4. While the design process has been initiated, it has not been completed therefore all of the details of these phases are not currently available but there is sufficient information available to discuss the future project phases and the impacts of the proposed improvements. The table below summarizes the acquisitions that are currently estimated to be necessary for the proposed improvements that are currently included in the scope of the future project phases. Phase 2 Phase 3 Phase 4 Estimated right-of-way parcels (Total Square Footage) 6 (29,515) 1 (13,090) 2 (7,935) Estimated Sidewalk Easements (Total Square Footage) 3 (3,080) 5 (12,500) 2 (1,640) Estimated Temporary Construction Easements (Total Square Footage) 27 (17,590) 9 (9,750) 25 (34,605) Total Estimated Transactions 36 15 29 Total Affected Parcels 30 13 26 The design engineer will be prepared to discuss the impacts of adjusting the scopes of Phase 2, 3, and 4 to include ribbon curb and the reduction or removal of the pedestrian elements. These possible scope changes would have an effect on the cost of construction, the duration of construction, the need of additional rights-of-way, and the timing of which funding would be available for the project. For a general comparison of the cost differences associated with various maintenance techniques and reconstruction, the comparison chart that was presented during the July 25, 2016 Capital Improvements Program Worksession is attached for reference. City of Colleyville Page 3 City Council Worksession Agenda Briefing 3a Attachments 1.August 24, 2016 Glade Road Presentation 2.April 19, 2016 Presentation 3.Glade Road Phase 1 Exhibit 4.Glade Road Phase 2 Exhibit 5.Glade Road Phase 3 Exhibit 6.Glade Road Phase 4 Exhibit 7.Street Cost Comparison Chart - July 25, 2016 Glade Road Project Update August 24, 2016 Worksession Scope of Worksession •Project History •Review of Traffic Counts •Phase 1 overview: –Bransford Road intersection –Bedford Road intersection –Riverwalk Drive intersection –Bluebonnet Drive intersection –Overview of the proposed retaining walls –Proposed traffic control plan –Complete overview •Phase 2 overview •Phase 3 overview •Phase 4 overview •Project Schedules •Interim Maintenance Objective Statement –To provide the City Council with an update on the status of the Glade Road Project and provide an opportunity to discuss each phase of the corridor October 5, 2011 Pre Council presentation on the Glade Road and Bluebonnet Road intersection Project History 150’ east of eastbound stop sign Project History July 2, 2012 –Preliminary engineering study authorized for Glade Road from Heritage Avenue to SH26 (Colleyville Boulevard) November 20, 2012 –Results of preliminary engineering study presented to City Council February 19, 2013 –Engineering services agreement approved for concept design from Heritage Avenue to west city limits May 7, 2013 –Preview of the public meeting presentation delivered to City Council during a Pre Council session May 23, 2013 –Initial public input meeting November 5, 2013 –Council updated on the status of the project and feedback received at initial Public Input Meeting November 18, 2013 –Second Public Input Meeting (Concept Designs Presented) March 3, 2014 –Recommended design presented to City Council Project History April 16, 2014 –Council Worksession to review recommended design June 17, 2014 –Pre Council discussion to review recommended design June 30, 2014 –Council Worksession to discuss the project. Council provided direction to proceed with the final design of the section between Bransford Road and Manning Drive July 15, 2014 –Approval of a final design contract for the section between Bransford Road and Manning Drive August 6, 2014 –Council Worksession to review the Glade Road Corridor October 3, 2014 –Acquisition of 1209 Glade Road (right-of-way necessary for the roundabout at the Riverwalk Intersection) October 6, 2014 –Petition to limit scope of the Glade Road Project submitted to the City of Colleyville Project History October 21, 2014 –Pre Council discussion and project design placed on hold June 2, 2015 –Pre Council discussion and project was released to proceed with the design July 28, 2015 –Pre Council discussion and Phase 1 Update October 20, 2015 –Pre Council discussion and Phase 1 60% Update and CIP phasing discussion December 15, 2015 –Pre Council discussion on Phase 1, specifically on the roundabout at Bransford Road and Glade Road April 19, 2016 -Pre Council discussion on Phase 1, specifically on 90% exhibit and the tree conservation and mitigation efforts May 3, 2016 -Approval of the right-of-way acquisition services contract Traffic Counts 2012 2013 2014 2015 2016 Glade Road (Western City Limits to SH26)9,274 9,177 9,480 9,618 9,490 Glade Road (SH26 to Bluebonnet Drive)14,250 13,433 13,557 13,085 12,322 Glade Road (Bluebonnet Drive to Pool Road)11,183 12,147 11,144 11,293 10,895 Glade Road (Pool Road to Eastern City Limits)14,478 14,501 13,796 13,625 13,610 7,500 8,500 9,500 10,500 11,500 12,500 13,500 14,500 15,500 2012 2013 2014 2015 2016 Glade Road Traffic Volumes Glade Road (Western City Limits to SH26)Glade Road (SH26 to Bluebonnet Drive) Glade Road (Bluebonnet Drive to Pool Road)Glade Road (Pool Road to Eastern City Limits) Phase 1 Bransford Road to Manning Drive N Phases of Glade Road Corridor Phase 1 (Bransford Road Intersection) Phase 1 (Bedford Road Intersection) Phase 1 (Riverwalk Roundabout) Phase 1 (Bluebonnet Drive Intersection) Phase 1 (Retaining Walls) Maximum Height about 4.5’ Maximum Height about 4’ Maximum Height about 20” = Proposed Retaining Wall Phase 1 (Possible Traffic Control Plan) Stage 0 Phase 1 (Possible Traffic Control Plan) Stage 1 Phase 1 (Possible Traffic Control Plan) Stage 2 Phase 1 (Possible Traffic Control Plan) Stage 3 Phase 1 (Possible Traffic Control Plan) Stage 4 Phase 1 (Possible Traffic Control Plan) Stage 5 Phase 1 The design consultant will walk through the design of Glade Road Phase 1 Phase 1 (Bransford Road to Manning Drive) Final design cost $664,365 Estimated construction cost $4,124,615 Estimated right-of-way parcels 9 Estimated sidewalk easements 13 Estimated temporary construction easements 19 Estimated number of affected parcels 32 Estimated construction duration 13 Months Bransford Road to Manning Drive Scope Includes –New through lane at Bransford Road, a roundabout at Riverwalk Drive, realignment of Bedford Road, lowering of Glade Road at Bluebonnet to remove the stop signs and a 10’ trail on the north side and 5’ sidewalk on the south side. N Phase 2 (Manning Drive to Pool Road) Phase 2 Manning Drive to Pool Road Phase 2 (Manning Drive to Pool Road) Glade Road from Manning Drive to Pool Road, key components include: •Engineered drainage system designed to accommodate a 100 year storm using concrete curbs and gutters •A center turn lane between Behrens Road and Chelsea Drive •Two lane section for the majority of the section between Chelsea Drive and Camelot Drive to reduce right-of-way impacts •Eastbound dedicated left turn lane for Camelot Drive •Center turnlane for the section between Camelot Drive to Montclair Drive •Two lane section from Montclair Drive to Jim Mitchell Trail West •Westbound dedicated left turn lane for Jim Mitchell Trail West •Center turn lane between Jim Mitchell Trail East and Summerbrook Drive •Eastbound dedicated left turn lane for the Senior Center •5’ sidewalk on the south side •10’ trail on the north side •Street lighting at intersections Phase 2 (Design Parameters) Design parameters to include the following: •Roadway Section •Two lane roadway with left turn lanes at: •Continuous from Behrens Road to Chelsea Drive, Camelot Drive to Montclair Drive, Jim Mitchell Trail East to Summerbrook Drive. •Glade Road westbound left turn lanes; Jim Mitchell Trail West and East Cranbrook Drive •Glade Road eastbound left turn lanes; Camelot Drive, Senior Center •Pedestrian Improvements •10 foot trail on the north side of the roadway •If needed -reduce trail width, minimum of 6 foot, to limit the various impacts (right-of-ways, trees, etc.) •Consider constructing the trail adjacent to the back of curb to reduce the possible various impacts (right-of-ways, trees, etc.) •5 foot sidewalk on the south side of the roadway •Lighting •Street lighting will be included at the intersections •Storm Drainage •Curb and gutter storm drainage •Utilize existing curb and gutter on south side of Glade Road (approximately 18%), where feasible Phase 2 (Design Update) •The design consultant will walk through the design of Glade Road Phase 2 Phase 2 (Manning Drive to Pool Road) Final design cost $576,224 Estimated construction cost $5,484,000* Estimated right-of-way parcels 6 Estimated sidewalk easements 3 Estimated temporary construction easements 27 Estimated number of affected parcels 30 Estimated construction duration 16 Months Manning Drive to Pool Road Scope Includes -All new pavement with left turn lanes where warranted and standard curb and gutters. A 10’ trail on the north side and 5’ sidewalk on the south side. *Based on preliminary design N Phase 3 (Pool Road to Heritage Avenue) Phase 3 Pool Road to Heritage Avenue Phase 3 (Pool Road to Heritage Avenue) Glade Road from Pool Road to Heritage Avenue, key components include: •Addition of a westbound lane from Heritage Avenue to Roberts Road •Add a southbound right turn lane on Roberts Road •5’ sidewalk on the south side •10’ trail on the north side •Street lighting at intersections •Standard curb and gutter Phase 3 (Design Parameters) Design parameters to include the following: •Roadway Section •From Pool Road to Strathmore Terrace will be two lanes with raised, curbed medians and left turn lanes •From Roberts Road to Heritage Avenue, westbound lane to be added •Intersection of Glade Road and Prestwick Drive/Roberts Road to be adjusted to increase sight distances •Left turn lanes at: •Glade Road westbound; Green Oaks Drive and Melrose Park Drive •Glade Road eastbound; Overhill Drive and Strathmore Terrace •A southbound right turn lane to be added to Roberts Road •Pedestrian Improvements •10 foot trail on the north side of the roadway •If needed -reduce trail width, minimum of 6 foot, to limit the various impacts (right-of-ways, trees, etc.) •5 foot sidewalk on the south side of the roadway •Lighting •Street lighting will be included at the intersections •Storm Drainage •Curb and gutter storm drainage •Utilize existing curb and gutter on south side of Glade Road (approximately 90%), where feasible Phase 3 (Design Update) •The design consultant will walk through the design of Glade Road Phase 3 Pool Road to Heritage Avenue Scope Includes -All new pavement with left turn lanes where warranted and standard curb and gutters. A right turn lane on Roberts Road and an additional westbound lane from Heritage Avenue to Roberts Road. A 10’ trail on the north side and 5’ sidewalk on the south side. Phase 3 (Pool Road to Heritage Avenue) *Based on preliminary design Final design cost $431,778 Estimated construction cost $3,530,250* Estimated right-of-way parcels 1 Estimated sidewalk easements 5 Estimated temporary construction easements 9 Estimated number of affected parcels 13 Estimated construction duration 14 Months N Phase 4 (Western City Limits to Bransford Road) Phase 4 Western City Limits to Bransford Road Phase 4 (Western City Limits to Bransford Road) Glade Road from the western city limits to Bransford Road, key components include: •Engineered drainage system designed to accommodate a 100 year storm using concrete curbs and gutters •A center turn lane between River Bend Drive and Bear Creek Drive •Westbound dedicated left turn lane for Clear Fork Drive •Eastbound dedicated left turn lane for Rockrimmon Court •Westbound dedicated left turn lane for Mill View Drive •Westbound dedicated left turn lane for Mill Creek Drive •5’ sidewalk on the south and a 10’ trail on the north side •Street lighting at intersections •Standard curb and gutter Phase 4 (Design Parameters) Design parameters to include the following: •Roadway Section •From western city limits to Bransford Road will be a two-lane roadway with left turn lanes at: •Continuous from River Bend Drive to Bear Creek Drive •Glade Road west bound; Clear Fork Drive, Mill View Drive, Mill Creek Drive •Glade Road east bound; Rockrimmon Court •Pedestrian Improvements •10 foot trail on the north side of the roadway •If needed -reduce trail width, minimum of 6 foot, to limit the various impacts (right-of-ways, trees, etc.) •5 foot sidewalk on the south side of the roadway •Lighting •Street lighting will be included at the intersections •Storm Drainage •Curb and Gutter storm drainage •Culvert replacement or modification between Clear Fork Drive and Rockrimmon Court •Utilize existing infrastructure, where feasible •Coordination with the City of Hurst Phase 4 (Design Update) •The design consultant will walk through the design of Glade Road Phase 4 Western City Limits to Bransford Road Scope Includes -All new pavement with left turn lanes where warranted and standard curb and gutters. A 10’ trail on the north side and 5’ sidewalk on the south side. Phase 4 (Western City Limits to Bransford Road) *Based on preliminary design Final design cost $425,475 Estimated construction cost $4,737,000* Estimated right-of-way parcels 2 Estimated sidewalk easements 2 Estimated temporary construction easements 25 Estimated number of affected parcels 26 Estimated construction duration 13 Months Project Schedules FY 2016 •Construction of Glade Road Phase 1 (Bransford Road to Manning Drive) •Design of Glade Road Phase 2 (Manning Drive to Pool Road) •Design of Glade Road Phase 3 (Pool Road to Heritage Avenue) •Design of Glade Road Phase 4 (Western City Limits to Bransford Road) FY 2017 •ROW Acquisition for Glade Road Phase 2 (Manning Drive to Pool Road) •ROW Acquisition for Glade Road Phase 3 (Pool Road to Heritage Avenue) FY 2018 •Construction of Glade Road Phase 2 (Manning Drive to Pool Road) FY 2019 •Construction of Glade Road Phase 3 (Pool Road to Heritage Avenue) FY 2022 •ROW Acquisition for Glade Road Phase 4 (Western City Limits to Bransford Road) FY 2023 •Construction of Glade Road Phase 4 (Western City Limits to Bransford Road) Interim Maintenance •Current Pavement Condition –A mill and overlay maintenance project for the asphalt sections of Glade Road Phase 2 and 4 has been included in the proposed 2017 –2021 CIP which would allow for the interim maintenance to take place in FY2017 •Maintenance over the past 10 Years –2004 M&O Bluebonnet to Summerbrook Drive –2005 M&O Bedford Road to Bluebonnet Drive –2006 Reconstruction from Strathmore Terrace to Heritage Avenue –2008 M&O Bluebonnet Drive to Montclair Drive –2009 M&O SH26 to Bransford Road –2010 M&O Riverwalk Drive to Bluebonnet Drive and Bill Simmons Road to Patterson Lane N Current Pavement Conditions Questions and Discussion Glade Road Phase 1 Update Pre Council Meeting April 19, 2016 April 19, 2016 Presentation Outline of Presentation Glade Road Phase 1 overview of the 90% design including: –Estimated right-of-ways –Estimated sidewalk easements –Estimated drainage easements –Estimated temporary construction easements –Impacted trees along the project area Update on the tree conservation and mitigation efforts Update on construction contract strategies Glade Road Phase 1 -Next Steps April 19, 2016 Presentation Phase 1 Bransford Road to Manning Drive N Phases of Glade Road Corridor Phase 4 Western City Limits to Bransford Road Phase 2 Manning Drive to Pool Road Phase 3 Pool Road to Heritage Avenue April 19, 2016 Presentation Phase 1 Bransford Road to Manning Drive N Phases of Glade Road CorridorApril 19, 2016 Presentation Phase 1 (Recent History) October 20, 2015 Pre Council Meeting - 60% Plans were presented and discussed •City Council provided direction to find ways to minimize the various impacts of the project •City staff and the design consultant have since evaluated the design and the associated impacts on a parcel by parcel basis •The roundabout at the intersection of Glade Road and Bransford Road was also a major discussion point December 15, 2015 Pre Council Meeting •Staff and the design consultant provided a follow-up presentation and discussion specifically on the Bransford Road and Glade Road Intersection •City Council provided clear direction to the design consultant to eliminate the roundabout from the scope of the Phase 1 for the following reasons: •The less-than-ideal roundabout configuration •Concerns associated with the rights-of-way needs •The impacts to existing mature trees at the southwest corner April 19, 2016 Presentation Phase 1 (Summary Statistics) 60% Design 90% Design Estimated right-of-way parcels (Total Square Footage) 14 (29,000) 11 (19,800) Estimated Sidewalk Easements (Total Square Footage) 18 (14,900) 11 (10,000) Estimated Drainage Easements (Total Square Footage) 1 (575) 0 (0) Estimated Temporary Construction Easements (Total Square Footage) 48 (47,900) 29 (26,200) Total Estimated Transactions 81 51 Affected Parcels 48 33 Comparison of Statistics from 60% to 90% design April 19, 2016 Presentation Phase 1 (Section 1A -60% Design) Proposed R-O-W 2 Parcels Proposed drainage easements 0 Parcels Proposed sidewalk easements 7 Parcels Temporary construction easements 7 Parcels Total number of trees impacted 28 April 19, 2016 Presentation Phase 1 (Section 1A –90% Design) Proposed R-O-W 0 (2) Parcels Proposed drainage easements 0 (0) Parcels Proposed sidewalk easements 8 (7)Parcels Temporary construction easements 4 (7) Parcels Total number of trees impacted 24 (28) April 19, 2016 Presentation Phase 1 (Section 1B –60% Design) Proposed R-O-W 0 Parcels Proposed drainage easements 0 Parcels Proposed sidewalk easements 6 Parcels Temporary construction easements 6 Parcels Total number of trees to be impacted 11 April 19, 2016 Presentation Phase 1 (Section 1B –90% Design) Proposed R-O-W 0 (0) Parcels Proposed drainage easements 0 (0) Parcels Proposed sidewalk easements 3 (6)Parcels Temporary construction easements 5 (6) Parcels Total number of trees impacted 0 (11) April 19, 2016 Presentation Phase 1 (Section 1C –60% Design) Proposed R-O-W 2 Parcels Proposed drainage easements 0 Parcels Proposed sidewalk easements 3 Parcels Temporary construction easements 6 Parcels Total number of trees impacted 15 April 19, 2016 Presentation Phase 1 (Section 1C –90% Design) Proposed R-O-W 2 (2) Parcels Proposed drainage easements 0 (0) Parcels Proposed sidewalk easements 0 (3)Parcels Temporary construction easements 5 (6) Parcels Total number of trees impacted 6 (15) April 19, 2016 Presentation Phase 1 (Section 1D –60% Design) Proposed R-O-W 7 Parcels Proposed drainage easements 0 Parcels Proposed sidewalk easements 1 Parcels Temporary construction easements 15 Parcels Total number of trees impacted 13 April 19, 2016 Presentation Phase 1 (Section 1D -90% Design) Proposed R-O-W 7 (7) Parcels Proposed drainage easements 0 (0) Parcels Proposed sidewalk easements 0 (1)Parcels Temporary construction easements 6 (15) Parcels Total number of trees impacted 10 (13) April 19, 2016 Presentation Phase 1 (Section 1E –60% Design) Proposed R-O-W 3 Parcels Proposed drainage easements 1 Parcels Proposed sidewalk easements 1 Parcels Temporary construction easements 14 Parcels Total number of trees impacted 64 April 19, 2016 Presentation Phase 1 (Section 1E –90% Design) Proposed R-O-W 2 (3) Parcels Proposed drainage easements 0 (1) Parcels Proposed sidewalk easements 0 (1)Parcels Temporary construction easements 9 (14) Parcels Total number of trees impacted 57 (64) April 19, 2016 Presentation Phase 1 (Summary Statistics) 60% Design 90% Design Estimated right-of-way parcels (Total Square Footage) 14 (29,000) 11 (19,800) Estimated Sidewalk Easements (Total Square Footage) 18 (14,900) 11 (10,000) Estimated Drainage Easements (Total Square Footage) 1 (575) 0 (0) Estimated Temporary Construction Easements (Total Square Footage) 48 (47,900) 29 (26,200) Total Estimated Transactions 81 51 Affected Parcels 48 33 Comparison of Statistics from 60% to 90% design April 19, 2016 Presentation Phase 1 (Summary Statistics) Conceptual Design 60% Design 90% Design Design Costs $664,365 $664,365 $664,365 Estimated Rights-of-Way and Easement Costs $925,000 $814,340*$480,820* Estimated Construction Costs $3,755,000 $5,061,684 $4,467,631 Total $5,344,365 $6,540,389 $5,612,816 Comparison of Statistics * August 2014, R-14-3772 -$449,000 spent to acquire 1209 Glade Road in its entirety. The value shown in the chart is the remaining parcels estimated value Notes: Costs have been adjusted for inflation and market conditions Costs have been adjusted and refined as the engineering design progressed Costs have been adjusted as needs for additional storm drainage, traffic control, and utility infrastructure have been identified April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Stages of Preservation •Tree Inventory •Identification of trees impacted by the project •Alteration of design plans to lessen impact on trees •Identifying trees that require protection measures •Identification of trees requiring special protection measures •Arboricultural practices to assist with tree health •Tree replacement program for those impacted April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Protective Measure Process •Identification of trees that impact our citizens directly •Inspect trees and identify the trees with better survivability •Implement additional protective measures during construction* •Arboricultural practices that will improve conditions for impacted trees prior, during, and after construction* *If funding is allocated April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Additional Protective Measures* •This adds an additional step to protecting our trees. •The temporary 6’ chain link fence is installed around the tree, to incorporate as much of the critical root zone possible. •This prevents damage to the roots within the fenced area during construction. *If funding is allocated April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Additional Signage Multiple Languages April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Additional Protective Measure Options •Heavy Mulching* •Root Pruning* •Protective Chain Link Fencing* •Additional Signage* •Aeration* •Vertical Mulching* •Organic Root Stimulators/Fertilizers* *If funding is allocated April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Vertical Mulching Before Backfill April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Vertical Mulching Area Process Complete April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Aerating Typical Small Machine April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Aeration Pattern Airspace Created April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Airspade to Expose Roots Trenching to Expose Roots April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Large Root Pruner Proper Pruning Tools April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Pre-Construction Efforts •Carefully install protective fencing •Educate contractors on the importance of trees and proper protection •Selective root pruning* •Heavy mulching to reduce compaction during construction* •Trim branches that will be impacted by construction equipment •Educate citizens that will be impacted on the process and how to improve the health of their trees before construction *If funding is allocated April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) During Construction Efforts •Monitor trees and construction activity •Continue to inform contractor of tree importance •Selective root pruning during excavation on specified trees* •Trim branches in conflict with construction equipment •Add heavy mulch to additional areas if necessary* *If funding is allocated April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Post Construction Efforts (if necessary) •Carefully remove protective fencing •Thin/remove mulch* •Aerate around the root zones* •Vertical mulch around root zones* •Organic fertilization* •Educate citizens on what they can do to improve tree health •Plant trees* *If funding is allocated April 19, 2016 Presentation Phase 1 (Tree Conservation and Mitigation Efforts) Tree Voucher Program* •Offer tree vouchers for citizens impacted •Establish the right tree, right place philosophy •30 gallon trees will be planted on the property •The tree will be the private property owner’s responsibility •Educate citizens on proper tree maintenance •This will re-establish the tree canopy along the corridor *If funding is allocated April 19, 2016 Presentation Phase 1 (Construction Contract Strategies) Best Value Contract •Contract Experience •Proposed Project Price •Project Team Resume •Schedule and Timelines •Written description of the contractor’s strategies to keep the project on schedule Incentives and Disincentives Key Components •Bluebonnet Drive and Glade Road Intersection (vertical adjustment) •Riverwalk Drive and Glade Road Roundabout April 19, 2016 Presentation Phase 1 (Next Steps) Right-of-way Acquisition •A contract for professional services for the right-of-way acquisition will be presented for City Council consideration on May 3rd Utility Relocations •Utility meetings are held monthly and the utility work will progress as the right-of-way is acquired •The City cannot control the schedules of the respective franchise utilities Construction Bidding and Award •Once right-of-way acquisition is complete and franchise utilities are clear the project can be advertised for bid •Construction is estimated to take approximately 13 months to complete once started April 19, 2016 Presentation Questions and Discussion April 19, 2016 Presentation V P I 5 7 + 3 2 . 0 0 E L 6 0 6 . 5 4 -1.63% -0.63% V P I 6 1 + 1 0 . 0 0 E L 6 0 4 . 1 6 -0.63%+1.60% VC = 280.00' K = 126 E L 6 0 5 . 0 4 V P C 5 9 + 7 0 . 0 0 E L 6 0 6 . 4 0 V P T 6 2 + 5 0 . 0 0 E L 6 0 6 . 5 0 S T A 6 2 + 5 6 . 5 0 M A T C H E X I S T I N G E N D C O N C R E T E P A V I N G E L 6 0 9 . 1 8 S T A 5 5 + 7 0 . 1 6 T I E T O E X I S T I N G B E G I N T E M P O R A R Y A S P H A L T P A V I N G @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND Y I E L D Y I E L D Y I E L D 55+00 60+00 65+00 70+00 75+00 80 +00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 T W IRF W IRF T W W W I VLT VLT T VLTVLT I I I I I G G W T VLT T I T G I T G VLT SS T T W WW W W W SD WW WW WW SD WW W WW SS WW WW W SD SD SD W W W W W W WW SS WW WW W W SS W W W W SS SD WW WW WW WW IRFIRF SS SS W W VLVVLV WW SS CO WW SS SD W W W W W W W WW W W W W W W WW W W WW WW WW SS W W W SS W W WW WW WW WW W W W SS SS W SS W W SS W W WW WW WW WW W W WW SD WWW SS SS W SS W W W W W W W W SS W WW W W W W WW W SS SD WW W W G G G T G II T G G VLTT T T VLT I II I I I I G I I I G II IWI T FO I I II T G T I T T I I I G I I T W T T GG III I T I I I I I T T T T G III T VLT VLT T II I I I VLT VLT T I I I I T II I I T I I I TT TV I I I I I I I I I G II G G G G VLT CO T T T T W W G G T T G T SS G II T G G VLTT T T VLT I II I I IRF IRF IRF IRF IRF IRF IPF IRF SS SD VLT TT W W W SD SD T I W W I T TVLT SS T T II T II T II I I T I W W I I W SD SS T VLT T I I W I I SD W W II I I I SD W I I I I I I I I I G G I I I I I II W SS T W W II II T TT IRF IRF 15668 620.12BLD 15672 619.40BLD "X" CUT FND "X" CUT FND IRF IRF IRFIRF IRF 15669 619.54BLD15670 619.53BLD 15671 619.76BLD xx x x xxxxxxxxxxx x x x x x x x x x x x x x xxxx x xxx xxxxxxx x xxx xx xx xx xx xx x x x xxxxxxxxxxxxx xx xxx x x x x xxx x x x x x x x xx xx xxx x x x x -0.50%-1.00% V P I 9 8 + 2 0 . 0 0 E L 6 1 7 . 4 5 -1.00%-2.50% VC = 120.00' K = 80 V P I 1 1 3 + 0 0 . 4 6 E L 6 4 8 . 6 4 +6.95%-3 .43% VC = 460.00' K = 44 V P I 1 1 9 + 0 9 . 9 8 E L 6 2 7 . 7 3 -3 .43% -1.48% VC = 250.00' K = 128 V P I 1 2 1 + 3 5 . 0 0 E L 6 2 4 . 4 0 -1.48%-0.50% VC = 70.00' K = 71 E L 6 1 8 . 0 5 V P C 9 7 + 6 0 . 0 0 E L 6 1 5 . 9 5 V P T 9 8 + 8 0 . 0 0 E L 6 4 0 . 7 5 V P T 1 1 5 + 3 0 . 4 6 E L 6 3 2 . 6 6 V P C 1 1 0 + 7 0 . 4 6 E L 6 3 2 . 0 2 V P C 1 1 7 + 8 4 . 9 8 E L 6 2 5 . 8 8 V P T 1 2 0 + 3 4 . 9 8 E L 6 2 4 . 9 2 V P C 1 2 1 + 0 0 . 0 0 E L 6 2 4 . 2 3 V P T 1 2 1 + 7 0 . 0 0 @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND E L 6 2 3 . 4 9 S T A 1 2 3 + 1 7 . 0 0 T I E T O E X I S T I N G E N D T E M P O R A R Y A S P H A L T P A V I N G EL 624.92 STA 121+00.00 BEGIN TEMPORARY ASPHALT PAVING END FULL RECONSTRUCTION R W A L K - S E T U R N P R O F I L E S S E E R W A L K - N E T U R N & G L A D E E L = 6 2 7 . 7 6 R W A L K - S E T U R N S T A 6 + 0 7 . 8 8 R W A L K - N E T U R N S T A 1 + 0 0 . 0 0 = G L A D E S T A 1 1 0 + 0 0 . 0 0 = B E G I N A S P H A L T P A V I N G R W A L K - S W T U R N P R O F I L E S S E E R W A L K - N W T U R N & G L A D E E L = 6 0 8 . 5 8 R W A L K - S W T U R N S T A 1 + 0 0 . 0 0 R W A L K - N W T U R N S T A 4 + 9 8 . 4 5 = G L A D E S T A 1 0 1 + 7 5 . 0 0 = B E G I N C O N C R E T E P A V I N G E N D A S P H A L T P A V I N G E L 6 1 9 . 2 8 S T A 9 6 + 2 5 . 0 0 T I E T O E X I S T I N G B E G I N F U L L R E C O N S T R U C T I O N E L 6 1 9 . 1 5 V P I 9 6 + 5 0 . 0 0 @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND 6 1 9 . 1 5 6 1 8 . 6 5 6 1 8 . 1 5 6 1 7 . 5 5 6 1 6 . 6 4 6 1 5 . 4 5 6 1 4 . 2 0 6 1 2 . 9 5 6 1 1 . 7 0 6 1 0 . 4 5 6 0 9 . 2 0 6 2 7 . 7 6 6 3 1 . 2 3 6 3 4 . 6 1 6 3 7 . 4 7 6 3 9 . 7 7 6 4 1 . 5 0 6 4 2 . 6 6 6 4 3 . 2 7 6 4 3 . 3 1 6 4 2 . 7 8 6 4 1 . 6 9 6 4 0 . 0 8 6 3 8 . 3 7 6 3 6 . 6 5 6 3 4 . 9 4 6 3 3 . 2 2 6 3 1 . 5 2 6 2 9 . 9 6 6 2 8 . 5 9 6 2 7 . 4 2 6 2 6 . 4 5 6 2 5 . 6 6 6 2 4 . 9 2 6 2 4 . 3 6 6 2 4 . 0 8 6 2 3 . 8 3 6 2 3 . 5 8 5 9 7 . 2 2 5 9 7 . 8 7 5 9 8 . 4 3 5 9 9 . 6 9 6 0 1 . 3 2 6 0 3 . 4 0 6 0 6 . 3 9 6 0 9 . 3 7 6 1 2 . 1 0 6 1 4 . 4 3 6 1 6 . 5 6 6 1 8 . 0 3 6 1 8 . 4 8 6 1 8 . 9 2 6 1 9 . 2 9 6 1 9 . 0 7 6 1 8 . 6 0 6 1 8 . 3 2 6 1 7 . 9 3 6 1 7 . 2 2 6 1 6 . 0 8 6 1 4 . 9 2 6 1 3 . 7 8 6 1 2 . 6 3 6 1 1 . 3 7 6 0 9 . 9 6 6 0 8 . 6 9 6 0 7 . 7 9 6 0 7 . 1 1 6 0 6 . 6 3 6 0 6 . 5 6 6 0 6 . 8 7 6 0 7 . 5 0 6 0 8 . 2 3 6 0 9 . 5 7 6 1 1 . 1 5 6 1 2 . 8 0 6 1 4 . 8 6 6 1 7 . 1 9 6 1 9 . 6 9 6 2 2 . 3 7 6 2 4 . 8 6 6 2 7 . 9 3 6 3 1 . 4 1 6 3 5 . 0 2 6 3 8 . 6 9 6 4 2 . 0 3 6 4 5 . 5 0 6 4 7 . 2 2 6 4 7 . 1 1 6 4 6 . 0 1 6 4 4 . 4 4 6 4 2 . 7 6 6 4 1 . 0 2 6 3 9 . 4 0 6 3 8 . 0 0 6 3 6 . 6 1 6 3 4 . 9 8 6 3 3 . 2 4 6 3 1 . 5 3 6 3 0 . 2 4 6 2 9 . 1 1 6 2 8 . 2 1 6 2 7 . 1 9 6 2 6 . 2 2 6 2 5 . 4 2 6 2 4 . 9 6 6 2 4 . 5 2 6 2 3 . 8 2 6 2 2 . 9 3 6 2 2 . 2 5 6 2 1 . 3 9 6 2 0 . 8 6 6 2 0 . 5 4 6 0 6 . 4 2 6 0 6 . 1 1 6 0 5 . 7 9 6 0 5 . 4 8 6 0 5 . 1 6 6 0 4 . 8 8 6 0 4 . 7 9 6 0 4 . 8 9 6 0 5 . 1 9 6 0 5 . 7 0 6 0 6 . 4 0 6 0 7 . 6 8 6 0 7 . 2 0 6 0 6 . 9 4 6 0 6 . 6 2 6 0 6 . 3 4 6 0 5 . 9 9 6 0 5 . 6 1 6 0 5 . 5 5 6 0 5 . 7 1 6 0 5 . 6 2 6 0 6 . 4 4 6 0 7 . 3 4 6 0 8 . 4 3 6 0 9 . 3 4 6 1 0 . 2 5 6 1 1 . 3 0 6 1 2 . 3 9 6 1 3 . 4 6 6 1 4 . 5 3 6 1 5 . 3 6 6 1 5 . 7 8 6 1 6 . 1 5 6 1 6 . 0 9 6 1 5 . 6 3 6 1 4 . 9 0 6 1 4 . 3 4 6 1 3 . 9 2 6 1 3 . 6 5 6 1 3 . 4 8 6 1 3 . 7 1 6 1 3 . 9 6 6 1 4 . 4 0 6 1 5 . 0 0 6 1 5 . 8 4 6 1 6 . 8 3 6 1 8 . 0 7 6 1 9 . 0 3 6 1 9 . 9 1 6 2 0 . 5 4 6 2 0 . 6 2 6 2 0 . 2 9 6 1 9 . 4 0 6 1 8 . 3 0 6 1 7 . 5 1 6 1 6 . 9 3 6 1 7 . 1 0 6 1 6 . 9 9 6 1 5 . 8 7 6 1 4 . 1 4 6 1 1 . 8 0 6 0 8 . 9 2 6 0 6 . 0 9 6 0 3 . 3 5 6 0 0 . 9 8 5 9 9 . 2 2 5 9 8 . 2 6 5 9 7 . 5 9 605 610 615 620 625 630 635 640 645 650 655 660 600 605 610 615 620 625 630 635 640 645 650 655 660 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 595 590 585 B R A N S F O R D R O A D GLADE ROAD GLADE ROAD GLADE ROAD GLADE ROAD GLADE ROAD GLADE ROA D S H A D O W O O D T R A I L S H A D O W O O D R O A D SH 26 T H O M P S O N T E R R A C E B E D F O R D R O A D O A K T I M B E R C O U R T G A R R Y L Y N N E D RI V E C A R M E L D R I V E B L U E B O N N E T R O A D S T A F F O R D D R I V E M A N N I N G D R I V E R O S E S T R E E T R I V E R W A L K D R I V E B E H R E N S R O A D 50 1500100 SCALE FEET HOR 1"=50' PHASE 1 PHASE 2 PHASE 4 PHASE 1 SEE GRADING PLANS FOR ROUNDABOUT GRADING PHASE 1 EXHIBIT 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND TEMPORARY PAVING BEGIN PHASE I RECONSTRUCTION END PHASE I FULL STA 121+00.00 TEMPORARY PAVING END PHASE I STA 123+17.00 @ â„„ GLADE PROPOSED GROUND (PHASE I) V P I 1 2 3 + 3 0 . 0 0 E L 6 2 1 . 5 0 -1.49%-0.89% V P I 1 2 5 + 0 0 . 0 0 E L 6 1 9 . 9 8 -0.89%-1.41% VC = 100.00' K = 194 V P I 1 2 6 + 8 0 . 0 0 E L 6 1 7 . 4 5 -1.41%-0.87% VC = 100.00' K = 186 V P I 1 2 8 + 0 0 . 0 0 E L 6 1 6 . 4 0 -0.87%-1.15% VC = 100.00' K = 358 V P I 1 3 2 + 0 0 . 0 0 E L 6 1 1 . 8 0 -1.15% -2.62% VC = 200.00' K = 136 V P I 1 3 7 + 8 0 . 0 0 E L 5 9 6 . 5 8 -2.62%-1.51% VC = 100.00' K = 90 V P I 1 4 2 + 8 5 . 0 0 E L 5 8 8 . 9 5 -1.51%+4.11% VC = 360.00' K = 64 V P I 1 4 8 + 6 2 . 9 3 E L 6 1 2 . 7 2 +4.11%+5.01% VC = 100.00' K = 112 V P I 1 5 3 + 3 5 . 0 0 E L 6 3 6 . 3 5 +5.01%-1.70% VC = 450.00' K = 67 V P I 1 6 1 + 9 0 . 0 0 E L 6 2 1 . 8 1 -1.70%-0.77% VC = 100.00' K = 107 V P I 1 6 4 + 3 5 . 0 0 E L 6 1 9 . 9 3 -0.77% -4 . 60% VC = 170.00' K = 44 V P I 1 6 9 + 2 5 . 0 0 E L 5 9 7 . 3 7 -4 . 60%+2.86% VC = 475.00' K = 64 V P I 1 7 4 + 1 0 . 0 0 E L 6 1 1 . 2 4 +2.86%-1.30% VC = 180.00' K = 43 E L 6 2 0 . 4 3 V P C 1 2 4 + 5 0 . 0 0 E L 6 1 9 . 2 8 V P T 1 2 5 + 5 0 . 0 0 E L 6 1 6 . 8 4 V P C 1 2 7 + 5 0 . 0 0 E L 6 1 5 . 8 2 V P T 1 2 8 + 5 0 . 0 0 E L 6 1 7 . 0 1 V P T 1 2 7 + 3 0 . 0 0 E L 6 1 8 . 1 5 V P C 1 2 6 + 3 0 . 0 0 E L 6 1 2 . 9 5 V P C 1 3 1 + 0 0 . 0 0 E L 6 0 9 . 1 8 V P T 1 3 3 + 0 0 . 0 0 E L 5 9 5 . 8 2 V P T 1 3 8 + 3 0 . 0 0 E L 5 9 7 . 8 9 V P C 1 3 7 + 3 0 . 0 0 E L 5 9 1 . 6 7 V P C 1 4 1 + 0 5 . 0 0 E L 5 9 6 . 3 5 V P T 1 4 4 + 6 5 . 0 0 E L 6 1 0 . 6 6 V P C 1 4 8 + 1 2 . 9 3 E L 6 1 5 . 2 2 V P T 1 4 9 + 1 2 . 9 3 E L 6 2 5 . 0 9 V P C 1 5 1 + 1 0 . 0 0 E L 6 3 2 . 5 2 V P T 1 5 5 + 6 0 . 0 0 E L 6 2 2 . 6 6 V P C 1 6 1 + 4 0 . 0 0 E L 6 2 1 . 4 2 V P T 1 6 2 + 4 0 . 0 0 E L 6 2 0 . 5 8 V P C 1 6 3 + 5 0 . 0 0 E L 6 1 6 . 0 2 V P T 1 6 5 + 2 0 . 0 0 E L 6 0 8 . 3 0 V P C 1 6 6 + 8 7 . 5 0 E L 6 0 4 . 1 6 V P T 1 7 1 + 6 2 . 5 0 E L 6 0 8 . 6 7 V P C 1 7 3 + 2 0 . 0 0 E L 6 1 0 . 0 7 V P T 1 7 5 + 0 0 . 0 0 E L 6 2 4 . 9 2 S T A 1 2 1 + 0 0 M A T C H E X I S T E L E V A T I O N B E G I N C O N S T R U C T I O N E L 6 0 9 . 8 8 S T A 1 7 5 + 1 5 . 0 0 M A T C H E X I S T E L E V A T I O N E N D C O N S T R U C T I O N 0.00 TREE432 xx x xxx x x x xxxxxx x x x x x x xxx x x xxx x x xxxxx xx x x x xx xx x x x x x x 6 2 3 . 9 1 6 2 3 . 1 5 6 2 2 . 4 2 6 2 1 . 6 4 6 2 1 . 0 0 6 2 0 . 5 4 6 2 0 . 0 9 6 1 9 . 5 9 6 1 9 . 0 8 6 1 8 . 6 0 6 1 8 . 1 4 6 1 7 . 6 3 6 1 7 . 0 7 6 1 6 . 4 8 6 1 5 . 9 3 6 1 5 . 4 1 6 1 4 . 8 4 6 1 4 . 2 3 6 1 3 . 0 7 6 1 1 . 7 8 6 1 0 . 5 8 6 0 9 . 6 1 6 0 8 . 4 9 6 0 7 . 2 7 6 0 6 . 0 3 6 0 4 . 7 5 6 0 3 . 1 4 6 0 1 . 5 2 6 0 0 . 1 7 5 9 8 . 8 5 5 9 7 . 5 7 5 9 6 . 4 4 5 9 5 . 4 2 5 9 4 . 5 2 5 9 3 . 5 1 5 9 2 . 5 7 5 9 1 . 7 9 5 9 1 . 1 2 5 9 1 . 0 8 5 9 1 . 3 2 5 9 2 . 0 1 5 9 3 . 1 5 5 9 4 . 7 3 5 9 6 . 8 8 5 9 8 . 7 9 6 0 0 . 7 8 6 0 3 . 0 6 6 0 5 . 1 6 6 0 7 . 5 0 6 0 9 . 8 6 6 1 2 . 1 2 6 1 4 . 2 7 6 1 6 . 5 9 6 1 9 . 0 7 6 2 1 . 5 6 6 2 4 . 1 0 6 2 6 . 6 5 6 2 8 . 7 7 6 3 0 . 7 7 6 3 2 . 3 9 6 3 3 . 8 8 6 3 4 . 6 1 6 3 4 . 6 6 6 3 4 . 4 6 6 3 4 . 2 5 6 3 3 . 8 2 6 3 3 . 2 8 6 3 2 . 7 0 6 3 2 . 1 8 6 3 1 . 4 4 6 3 0 . 6 9 6 2 9 . 6 6 6 2 8 . 5 5 6 2 7 . 5 7 6 2 6 . 6 6 6 2 5 . 8 7 6 2 5 . 0 9 6 2 4 . 1 3 6 2 3 . 2 9 6 2 2 . 8 4 6 2 2 . 3 9 6 2 1 . 5 1 6 2 0 . 3 0 6 1 8 . 8 4 6 1 6 . 6 9 6 1 4 . 3 6 6 1 1 . 9 3 6 0 9 . 6 0 6 0 7 . 5 4 6 0 5 . 7 4 6 0 4 . 1 3 6 0 2 . 7 4 6 0 1 . 7 3 6 0 1 . 2 2 6 0 1 . 1 0 6 0 1 . 6 6 6 0 2 . 5 8 6 0 3 . 7 8 6 0 5 . 2 0 6 0 6 . 7 1 6 0 8 . 2 3 6 0 9 . 4 6 6 1 0 . 3 3 6 1 0 . 3 7 6 1 0 . 0 6 6 2 1 . 9 5 6 2 1 . 3 2 6 2 0 . 8 7 6 2 0 . 4 3 6 1 9 . 9 2 6 1 9 . 2 8 6 1 8 . 5 7 6 1 7 . 8 8 6 1 7 . 3 0 6 1 6 . 8 4 6 1 6 . 3 7 6 1 5 . 8 2 6 1 5 . 2 5 6 1 4 . 6 7 6 1 4 . 1 0 6 1 3 . 5 2 6 1 2 . 9 5 6 1 2 . 2 8 6 1 1 . 4 3 6 1 0 . 4 0 6 0 9 . 1 8 6 0 7 . 8 6 6 0 6 . 5 5 6 0 5 . 2 4 6 0 3 . 9 3 6 0 2 . 6 1 6 0 1 . 3 0 5 9 9 . 9 9 5 9 8 . 6 8 5 9 7 . 3 8 5 9 6 . 3 2 5 9 5 . 5 2 5 9 4 . 7 6 5 9 4 . 0 1 5 9 3 . 2 5 5 9 2 . 5 0 5 9 1 . 7 4 5 9 1 . 1 5 5 9 0 . 9 4 5 9 1 . 1 2 5 9 1 . 6 9 5 9 2 . 6 6 5 9 4 . 0 1 5 9 5 . 7 5 5 9 7 . 7 9 5 9 9 . 8 5 6 0 1 . 9 1 6 0 3 . 9 6 6 0 6 . 0 2 6 0 8 . 0 8 6 1 0 . 1 3 6 1 2 . 2 5 6 1 4 . 5 8 6 1 7 . 0 8 6 1 9 . 5 8 6 2 2 . 0 8 6 2 4 . 5 9 6 2 6 . 9 7 6 2 8 . 9 9 6 3 0 . 6 3 6 3 1 . 9 1 6 3 2 . 8 1 6 3 3 . 3 4 6 3 3 . 4 9 6 3 3 . 2 8 6 3 2 . 6 9 6 3 1 . 8 4 6 3 0 . 9 9 6 3 0 . 1 4 6 2 9 . 2 9 6 2 8 . 4 4 6 2 7 . 5 9 6 2 6 . 7 4 6 2 5 . 8 9 6 2 5 . 0 4 6 2 4 . 1 9 6 2 3 . 3 4 6 2 2 . 4 9 6 2 1 . 8 1 6 2 1 . 3 5 6 2 0 . 9 6 6 2 0 . 5 8 6 1 9 . 9 2 6 1 8 . 6 9 6 1 6 . 8 9 6 1 4 . 6 4 6 1 2 . 3 3 6 1 0 . 0 3 6 0 7 . 7 4 6 0 5 . 7 3 6 0 4 . 1 2 6 0 2 . 9 0 6 0 2 . 0 7 6 0 1 . 6 3 6 0 1 . 5 9 6 0 1 . 9 4 6 0 2 . 6 8 6 0 3 . 8 2 6 0 5 . 2 3 6 0 6 . 6 6 6 0 8 . 0 9 6 0 9 . 4 2 6 1 0 . 2 2 6 1 0 . 4 3 6 1 0 . 0 7 R O A D B E H R E N S R O S E S T R E E T D R I V E W C R A N B R O O K GLA DE ROA D D R I V E E C R A N B R O O K B E L D O N T R A I L GLADE ROAD D R I V E S U M M E R B R O O K T R A I L E J I M M I T C H E L L T R A I L W J I M M I T C H E L L L A N E P A T T E R S O N R O A D B I L L S I M M O N S D R I V E M O N T C L A I R D R I V E C A M E L O T D R I V E C H E L S E A C O U R T B E H R E N S GLA DE ROA D GLADE ROAD GLADE ROAD 595 600 605 610 615 620 625 630 635 640 645 650 590 595 600 605 610 615 620 625 630 635 640 645 650 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 585 50 1500100 SCALE FEET HOR 1"=50' PHASE 2 PHASE 1 PHASE 2 EXHIBIT EXISTING ROW EXISTING ROW 6 0 8 . 1 2 6 0 6 . 1 0 6 0 5 . 0 4 6 0 5 . 0 2 6 0 5 . 3 8 6 0 6 . 4 6 6 0 6 . 3 5 6 0 5 . 3 7 6 0 4 . 3 4 6 0 3 . 1 2 6 0 1 . 8 6 6 0 0 . 3 1 5 9 8 . 4 4 5 9 5 . 7 3 5 9 2 . 2 3 5 8 8 . 6 7 5 8 4 . 8 9 5 8 1 . 2 0 5 7 8 . 1 3 5 7 5 . 3 6 5 7 2 . 2 5 5 6 9 . 9 0 5 6 7 . 7 2 5 6 5 . 5 4 5 6 4 . 5 1 5 6 4 . 0 4 5 6 5 . 6 7 5 6 8 . 1 6 5 7 1 . 8 3 5 7 5 . 7 5 5 8 0 . 5 8 5 8 4 . 9 2 5 8 9 . 1 6 5 9 1 . 6 4 5 9 2 . 9 0 5 9 2 . 4 3 5 9 0 . 5 3 5 8 9 . 0 2 5 8 6 . 3 0 5 8 3 . 9 6 5 8 3 . 5 6 5 8 2 . 0 3 5 8 2 . 2 8 5 8 3 . 9 8 5 8 4 . 0 4 5 8 4 . 6 3 5 8 5 . 5 8 5 8 6 . 8 1 5 8 6 . 8 9 5 8 7 . 3 4 5 8 6 . 0 4 5 8 4 . 8 2 5 8 3 . 9 1 5 8 2 . 5 4 5 8 1 . 7 9 5 8 0 . 5 4 6 0 6 . 3 2 6 0 5 . 3 4 6 0 5 . 4 9 6 0 5 . 8 6 6 0 6 . 2 2 6 0 6 . 5 3 6 0 5 . 7 4 6 0 4 . 5 6 6 0 3 . 2 4 6 0 1 . 8 9 6 0 0 . 5 5 5 9 8 . 3 0 5 9 5 . 9 9 5 9 2 . 5 8 5 8 8 . 8 8 5 8 5 . 2 2 5 8 1 . 4 7 5 7 8 . 1 8 5 7 5 . 3 0 5 7 2 . 4 3 5 7 0 . 1 6 5 6 8 . 2 2 5 6 6 . 3 5 5 6 4 . 9 6 5 6 4 . 8 1 5 6 6 . 1 9 5 6 8 . 8 2 5 7 2 . 4 3 5 7 6 . 6 4 5 8 1 . 0 7 5 8 4 . 9 4 5 8 8 . 7 8 5 9 1 . 3 3 5 9 2 . 3 4 6 0 7 . 3 5 6 0 6 . 3 0 6 0 5 . 2 2 6 0 5 . 3 9 6 0 5 . 7 8 6 0 6 . 1 6 6 0 6 . 5 1 6 0 5 . 7 0 6 0 4 . 5 0 6 0 3 . 2 0 6 0 1 . 8 6 6 0 0 . 4 6 5 9 8 . 2 9 5 9 6 . 0 0 5 9 2 . 5 6 5 8 8 . 8 7 5 8 5 . 2 0 5 8 1 . 4 3 5 6 7 . 9 4 5 6 6 . 2 7 5 6 4 . 8 5 5 6 4 . 5 5 5 6 6 . 0 9 5 6 8 . 8 0 5 7 2 . 4 0 5 7 6 . 6 2 5 8 1 . 0 6 6 0 7 . 5 3 6 0 6 . 4 6 6 0 5 . 3 5 6 0 5 . 5 1 6 0 5 . 8 9 6 0 6 . 2 7 6 0 6 . 6 2 6 0 5 . 8 1 6 0 4 . 6 1 6 0 3 . 3 0 6 0 1 . 9 7 6 0 0 . 5 7 5 9 8 . 3 9 5 9 6 . 1 1 5 9 2 . 6 7 5 8 8 . 9 8 5 8 5 . 3 0 5 8 1 . 5 4 5 6 4 . 9 5 5 6 4 . 6 5 5 6 6 . 2 0 5 6 8 . 9 0 5 7 2 . 5 1 5 7 6 . 7 2 5 8 1 . 1 6 5 6 8 . 0 4 5 6 6 . 3 7 V P I 3 0 1 + 2 8 . 9 6 E L 6 0 7 . 2 3 -1.05% 6 0 7 . 4 9 V P I 3 0 1 + 7 0 . 8 7 E L 6 0 6 . 5 3 -1.68% -0.70% V P I 3 0 2 + 2 0 . 8 8 E L 6 0 6 . 1 8 V P I 3 0 2 + 9 0 . 0 7 E L 6 0 5 . 0 8 -1.58%+0.37% VC = 125.00' K = 64 V P I 3 0 5 + 9 0 . 3 7 E L 6 0 6 . 1 9 +0.37%+0.33% V P I 3 0 7 + 1 6 . 1 9 E L 6 0 6 . 6 1 +0.33%-0.96% VC = 60.00' K = 46 V P I 3 0 7 + 5 8 . 9 1 E L 6 0 6 . 2 0 -1.12% V P I 3 0 8 + 7 1 . 0 8 E L 6 0 4 . 9 4 -1.12%-1.32% V P I 3 0 9 + 9 4 . 3 8 E L 6 0 3 . 3 1 -1.32%-1.35% V P I 3 1 2 + 0 1 . 4 7 E L 6 0 0 . 5 3 -1.35%-2.26% V P I 3 1 4 + 3 0 . 9 3 E L 5 9 5 . 3 3 -2.26% -3 .98% VC = 110.00' K = 64 V P I 3 1 5 + 3 1 . 7 0 E L 5 9 1 . 3 2 -3 .98% -3 .58%V P I 3 1 6 + 5 8 . 1 3 E L 5 8 6 . 8 0 -3 .58% -3 .77% V P I 3 1 7 + 9 3 . 5 0 E L 5 8 1 . 6 9 -3 .77% -3 .43% V P I 3 1 8 + 7 4 . 8 9 E L 5 7 8 . 9 0 -2.87% V P I 3 2 1 + 3 5 . 3 7 E L 5 7 1 . 4 1 -2.87% -1.93% V P I 3 2 3 + 8 5 . 5 6 E L 5 6 6 . 5 7 -1.93%-1.51% V P I 3 2 6 + 0 0 . 6 1 E L 5 6 3 . 3 2 -1.51%+2.76% VC = 280.00' K = 66 V P I 3 2 8 + 3 9 . 5 4 E L 5 6 9 . 9 1+2.76%+4.17% VC = 100.00' K = 71 V P I 3 2 9 + 3 4 . 4 1 E L 5 7 3 . 8 6 +4.24% V P I 3 2 9 + 9 9 . 7 0 E L 5 7 6 . 6 3 +4.79% V P I 3 3 0 + 2 9 . 7 1 E L 5 7 8 . 0 7 +4.79%+4.47% V P I 3 3 0 + 7 7 . 7 3 E L 5 8 0 . 2 1 +3.87% V P I 3 3 3 + 5 8 . 0 2 E L 5 9 1 . 0 6 +3.87%+0.90% VC = 150.00' K = 51 5 9 2 . 7 6 V P C 3 0 2 + 2 7 . 5 7 E L 6 0 6 . 0 7 V P T 3 0 3 + 5 2 . 5 7 E L 6 0 5 . 3 1 V P C 3 0 6 + 8 6 . 1 9 E L 6 0 6 . 5 1 V P T 3 0 7 + 4 6 . 1 9 E L 6 0 6 . 3 2 V P C 3 1 3 + 7 5 . 9 3 E L 5 9 6 . 5 8 V P T 3 1 4 + 8 5 . 9 3 E L 5 9 3 . 1 4 V P C 3 2 4 + 6 0 . 6 1 E L 5 6 5 . 4 4 V P T 3 2 7 + 4 0 . 6 1 E L 5 6 7 . 1 8 V P C 3 2 7 + 8 9 . 5 4 E L 5 6 8 . 5 3 V P T 3 2 8 + 8 9 . 5 4 E L 5 7 1 . 9 9 V P C 3 3 2 + 8 3 . 0 2 E L 5 8 8 . 1 6 V P T 3 3 4 + 3 3 . 0 2 E L 5 9 1 . 7 3 x x x xxxxxx x x x x 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 Glade Rd Glade Rd Glade Rd Glade Rd J a c k s o n R d P o o l R d G r e e n O a k s D r O v e r h i l l D r M e l r o s e P a r k D r S p r i n g C t M a r t i n P k w y ℄ GLA ℄ GLA EXISTING GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA EXIST RT-C&G EDGE PROJECTED 2.0% @ â„„ GLA EXIST RT-C&G EDGE PROJECTED 2.5% @ â„„ GLAEXIST RT-C&G EDGE PROJECTED 2.5% @ â„„ GLA EXIST RT-C&G EDGE PROJECTED 2.0% @ â„„ GLA EXISTING GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA 2.0% @ â„„ GLA EXIST RT-C&G EDGE PROJECTED 2.0% @ â„„ GLA EXIST RT-C&G EDGE PROJECTED 2.5% @ â„„ GLA EXIST RT-C&G EDGE PROJECTED 2.5% @ â„„ GLA EXIST RT-C&G EDGE PROJECTED PROPOSED C&G RECONSTRUCTION 526.38' EXIST C&G TO REMAIN 1145.99' PROPOSED C&G RECONSTRUCTION 20.00' EXIST C&G TO REMAIN 613.38' PROPOSED C&G RECONSTRUCTION 374.65' EXIST C&G TO REMAIN 324.74' PROPOSED C&G RECONSTRUCTION 202.11' PROPOSED RETAINING WALL S t r a t h m o r e T e r H o l l o w b r o o k C t A u b u r n d a l e A v e R o b e r t s R d C o p p e r g l e n C i r C o p p e r g l e n C i r Glade Rd Glade Rd 50 1500100 SCALE FEET HOR 1"=50' EXISTING GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLA 540 550 560 570 580 590 600 610 620 630 640 301+00300+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 545 555 565 575 585 595 605 615 625 635 645 PROPOSED GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLAPHASE 3 EXHIBIT V P I 1 3 + 0 2 . 1 7 E L 6 0 5 . 2 9 +0.90% +0.70% 6 0 5 . 0 3 V P I 1 4 + 5 9 . 5 8 E L 6 0 6 . 3 9+0.70%+1.30% V P I 1 8 + 8 3 . 2 4 E L 6 1 1 . 9 0 +1.30%-0.50% VC = 300.00' K = 167 V P I 2 4 + 4 5 . 6 3 E L 6 0 9 . 0 8 -0.50%-2.80% VC = 160.00' K = 70 V P I 2 7 + 2 2 . 2 5 E L 6 0 1 . 3 4 -2.80%+0.90% VC = 250.00' K = 68 V P I 3 2 + 0 4 . 1 8 E L 6 0 5 . 6 8 +0.90%+0.50% V P I 3 5 + 1 3 . 8 0 E L 6 0 7 . 2 2+0.50%+3.70% VC = 300.00' K = 94 V P I 3 9 + 2 0 . 3 7 E L 6 2 2 . 2 7 +3.70%+0.60% VC = 200.00' K = 65 V P I 4 4 + 7 8 . 5 3 E L 6 2 5 . 6 2 +0.60% -4 .00% VC = 250.00' K = 54 V P I 4 8 + 5 1 . 0 5 E L 6 1 0 . 7 2 -4 .00%+0.70% VC = 320.00' K = 68 V P I 5 2 + 7 3 . 3 2 E L 6 1 3 . 6 7 +0.70%-1.70% VC = 150.00' K = 62 V P I 5 5 + 5 9 . 4 1 E L 6 0 8 . 8 1 -1.70%-0.70% VC = 100.00' K = 100 V P C 1 7 + 3 3 . 2 4 E L 6 0 9 . 9 5 V P T 2 0 + 3 3 . 2 4 E L 6 1 1 . 1 5 V P C 2 3 + 6 5 . 6 3 E L 6 0 9 . 4 8 V P T 2 5 + 2 5 . 6 3 E L 6 0 6 . 8 4 V P C 2 5 + 9 7 . 2 5 E L 6 0 4 . 8 4 V P T 2 8 + 4 7 . 2 5 E L 6 0 2 . 4 6 V P C 3 3 + 6 3 . 8 0 E L 6 0 6 . 4 7 V P T 3 6 + 6 3 . 8 0 E L 6 1 2 . 7 7 V P C 3 8 + 2 0 . 3 7 E L 6 1 8 . 5 7 V P T 4 0 + 2 0 . 3 7 E L 6 2 2 . 8 7 V P C 4 3 + 5 3 . 5 3 E L 6 2 4 . 8 7 V P T 4 6 + 0 3 . 5 3 E L 6 2 0 . 6 2 V P C 4 6 + 9 1 . 0 5 E L 6 1 7 . 1 2 V P T 5 0 + 1 1 . 0 5 E L 6 1 1 . 8 4 V P C 5 1 + 9 8 . 3 2 E L 6 1 3 . 1 5 V P T 5 3 + 4 8 . 3 2 E L 6 1 2 . 4 0 V P C 5 5 + 0 9 . 4 1 E L 6 0 9 . 6 6 V P T 5 6 + 0 9 . 4 1 E L 6 0 8 . 4 6 15' ROW DEDICATION OPEN SPACE & PEDESTRIA N ESMT OPEN SPACE & PEDESTRIA N ESMT x x xxxxxx xx x x xx x xx x x x xxxxxxx x 6 0 5 . 3 3 6 0 6 . 1 5 6 0 6 . 9 9 6 0 8 . 4 2 6 0 9 . 7 1 6 1 0 . 7 2 6 1 1 . 4 8 6 1 1 . 6 1 6 1 0 . 7 4 6 1 0 . 3 9 6 0 9 . 8 1 6 0 9 . 4 7 6 0 7 . 5 7 6 0 4 . 7 4 6 0 2 . 8 4 6 0 2 . 4 7 6 0 3 . 0 2 6 0 3 . 8 9 6 0 4 . 9 3 6 0 5 . 6 9 6 0 6 . 2 3 6 0 6 . 8 4 6 0 8 . 2 4 6 1 0 . 8 3 6 1 4 . 0 6 6 1 7 . 9 9 6 2 1 . 4 7 6 2 2 . 8 4 6 2 3 . 7 7 6 2 4 . 3 8 6 2 5 . 1 7 6 2 4 . 7 9 6 2 4 . 1 0 6 2 1 . 5 3 6 1 6 . 8 1 6 1 3 . 3 9 6 1 1 . 7 9 6 1 1 . 8 3 6 1 2 . 5 5 6 1 3 . 4 1 6 1 3 . 4 3 6 1 1 . 6 7 6 0 9 . 8 4 6 0 8 . 7 9 6 0 8 . 2 0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 6 0 5 . 2 7 6 0 5 . 9 7 6 0 6 . 9 1 6 0 8 . 2 1 6 0 9 . 5 1 6 1 0 . 6 8 6 1 1 . 2 8 6 1 1 . 2 8 6 1 0 . 8 1 6 1 0 . 3 1 6 0 9 . 8 1 6 0 9 . 2 3 6 0 7 . 5 1 6 0 4 . 7 6 6 0 2 . 7 4 6 0 2 . 2 0 6 0 2 . 9 4 6 0 3 . 8 4 6 0 4 . 7 4 6 0 5 . 6 4 6 0 6 . 1 6 6 0 6 . 7 3 6 0 8 . 1 5 6 1 0 . 6 3 6 1 4 . 1 1 6 1 7 . 8 1 6 2 1 . 0 2 6 2 2 . 7 1 6 2 3 . 3 5 6 2 3 . 9 5 6 2 4 . 5 5 6 2 4 . 9 5 6 2 3 . 7 7 6 2 0 . 7 6 6 1 6 . 7 6 6 1 3 . 6 3 6 1 1 . 9 6 6 1 1 . 7 7 6 1 2 . 4 6 6 1 3 . 1 6 6 1 3 . 0 3 6 1 1 . 5 2 6 0 9 . 8 2 6 0 8 . 5 3 6 0 7 . 8 2 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 50 1500100 SCALE FEET 1"=50' EXISTING GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLA EXISTING GROUND @ â„„ GLA G L A D E C R E E K D R GLA DE RD B E A R C R E E K D R R O C K R I M M O N C T GLA DE RD GLA DE RD PROPOSED GROUND @ â„„ GLA PROPOSED GROUND @ â„„ GLA 590 595 600 605 610 615 620 625 630 635 640 645 650 M I L L C R E E K D R B E N D D R R I V E R F O R K D R C L E A R M I L L V I E W D R F R Y L N GLADE RD PHASE 4 EXHIBIT Reconstruction & Maintenance Reconstruction (31' wide) Full Depth Reclamation (24' wide) 4" Mill and Overlay (24' wide) 2" Mill and Overlay (24' wide) New pavement surface  Stabilized base/subgrade -- Engineered road geometry (vertical and horizontal curves)--- Intersection Improvements where needed --- Turns lanes added where needed --- Lane width per standards --- Engineered drainage (curbs, gutters, and underground storm pipes)--- Pedestrian elements  Estimated useful life (if properly maintained, in years)50 Years 20 -30 Years 12 -15 Years +/-5 Years Estimated initial construction cost per mile (today's dollars)$3,637,000 $704,000 $422,000 $239,000 Total cost over 50-year life (includes maintenance and a 5% annual inflation rate)$4,736,000 $3,691,000 $6,482,000 $9,510,000 All cost estimates as of July 2014