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HomeMy WebLinkAboutCity Council-Agenda Packets-1/24/2017  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 Tuesday, January 24, 2017 6:00 p.m. Executive Conference Room Third Floor ­ City Hall 1.CALL TO ORDER 2.PRESENTATION AND DISCUSSION    2a Presentation and discussion of the Glade Road Project 3.ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Friday,  January 20, 2017, 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 2a Agenda Date 01/24/2017 Type Presentation and Discussion Department Public Works Title Presentation and discussion of the Glade Road Project Explanation Staff presented an update on the Glade Road Project during the August 24, 2016 City Council worksession. During the discussion at the worksession, City Council identified questions and requests for additional information which required further analysis by the design consultant. The August 24, 2016 City Council worksession presentation is attached for reference and was a comprehensive review that covered several topics including: Project History Review of Traffic Counts Phase 1 overview of the current plans: o Bransford Road Intersection o Bedford Road Intersection o Riverwalk Drive intersection o Bluebonnet Drive intersection o Overview of the proposed retaining walls o Proposed traffic control plan o Complete plans overview Phase 2 overview Phase 3 overview Phase 4 overview Project Schedules Interim Maintenance This presentation and discussion, which will be led by City staff and the design consultant will focus on the follow up items discussed during the August 24, 2016 City Council worksession. City Council identified questions and had requests for additional information about various options for Phase 2 of Glade Road which required further analysis including: Base Option - Curb and gutters with Turn lanes, trail on the north side and sidewalk on the south City of Colleyville Page 2 City Council Worksession Agenda Briefing 2a Option 1 - Ribbon curb with roadside ditches, sidewalk/trail on the south side, sidewalk on the north side from Montclair to Pool Road, and no turn lanes Option 2 - Ribbon curbs with roadside ditches and inlets, sidewalk/trail on the south side, sidewalk on the north from Montclair to Pool Road, and no turn lanes Option 3 - Ribbon curbs with roadside ditches and inlets, sidewalk/trail on the south side, sidewalk on the north from Montclair to Pool Road, and turn lanes It should be noted that the Base Option includes an asphalt street section with concrete curbs. This option would be considered a complete reconstruction of the roadway. Options 1, 2, and 3, include the reconstruction of the existing roadway similar to a Full Depth Reclamation Project but with the addition of a concrete ribbon curb as well as various other features depending on the option selected. Option 1, 2 or 3 would result in a new asphalt roadway (including surface and subgrade) with concrete ribbon curbs. Attachments 1.January 24, 2017 Presentation 2.August 24, 2016 Presentation 3.Opinion of Probable Cost 4.Typical Cross Sections 5.Base Option Exhibit 6.Option 1 - Exhibit 7.Option 2 - Exhibit 8.Option 3 - Exhibit Glade Road Project Update January 24, 2017 City Council Worksession Scope of Worksession •Phasing Overview •Current CIP Project Schedules •Interim Maintenance •Information Requested •Phase 2 – Base Option •Phase 2 – Base Option 1 •Phase 2 – Base Option 2 •Phase 2 – Base Option 3 •City Council Direction Objective Statement – To provide the City Council with an update on the  status of the Glade Road Project with a focus on addressing questions and  requests for additional information presented during the August 24, 2016  worksession 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 Current Project Schedules Currently Underway •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)  Funding Currently Allocated •Construction of Glade Road Phase 1 (Bransford Road to Manning Drive) •ROW Acquisition for Glade Road Phase 2 (Manning Drive to Pool Road) •ROW Acquisition for Glade Road Phase 3 (Pool Road to Heritage Avenue) In the Current 5-Year CIP in FY 2018 •Construction of Glade Road Phase 2 (Manning Drive to Pool Road) In the Current 5-Year CIP in FY 2019 •Construction of Glade Road Phase 3 (Pool Road to Heritage Avenue)  Not included in the current 5 year CIP •ROW Acquisition for Glade Road Phase 4 (Western City Limits to Bransford  Road) •Construction of Glade Road Phase 4 (Western City Limits to Bransford  Road) Funding •Project budget:  $142,000 •Funding source •Capital Projects  Fund   Funding •Project budget:  $198,000 •Funding source  •Capital Projects  Fund   Project Information •In order to address the pavement condition and ride quality of the sections of Glade Road that  are not slated for reconstruction in the near future, a maintenance project was included in the  current year of the Capital Improvement Program.  The work will include a level-up course in  order to address any rutting, and a 2” asphalt overlay which will address the surface condition of  the roadway and improve ride quality.  This will be a short term solution that will provide a  better driving surface until such time the complete reconstruction can be performed .  Staff is working with the asphalt contractor to finalize the schedule and with City Council concurrence staff will work to get this work completed as soon as possible. Interim Maintenance Information Requested During the August 24, 2016 City Council worksession, staff presented an  update on the Glade Road Project and during the discussion at the  worksession, City Council identified questions and had requests for  additional information about various options for Phase 2 of Glade Road  which required further analysis including: •Base Option - Curb and gutters with turn lanes, trail on the north side and sidewalk  on the south •Option 1 - Ribbon curb with roadside ditches , sidewalk/trail on the south side,  sidewalk on the north side from Montclair to Pool Road, and no turn lanes •Option 2 - Ribbon curbs with roadside ditches and inlets, sidewalk/trail on the south  side, sidewalk on the north from Montclair to Pool Road, and no turn lanes •Option 3 - Ribbon curbs with roadside ditches and inlets, sidewalk/trail on the south  side, sidewalk on the north from Montclair to Pool Road, and turn lanes Phase 2 - Base Option Phase 2 - Option 1 Phase 2 - Option 2 Phase 2 - Option 3 City Council Direction Staff is seeking City Council direction on the following: •Concurrence with the execution of the interim maintenance of  Glade Road from the Western City Limits to Bransford Road and  Stafford Drive to Jim Mitchell Trail  •Clarification of the City Council’s preference for the design  elements of Glade Road Phase 2 Questions and Discussion 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 $4,737,000* Estimated right-of-way parcels 2 Estimated sidewalk easements 2 Estimated temporary construction easements 25 Estimated number of affected parcels 26 Estimated construction duration 13 Months Project Schedules FY 2016 •Construction of Glade Road Phase 1 (Bransford Road to Manning Drive) •Design of Glade Road Phase 2 (Manning Drive to Pool Road) •Design of Glade Road Phase 3 (Pool Road to Heritage Avenue) •Design of Glade Road Phase 4 (Western City Limits to Bransford Road) FY 2017 •ROW Acquisition for Glade Road Phase 2 (Manning Drive to Pool Road) •ROW Acquisition for Glade Road Phase 3 (Pool Road to Heritage Avenue) FY 2018 •Construction of Glade Road Phase 2 (Manning Drive to Pool Road) FY 2019 •Construction of Glade Road Phase 3 (Pool Road to Heritage Avenue) FY 2022 •ROW Acquisition for Glade Road Phase 4 (Western City Limits to Bransford Road) FY 2023 •Construction of Glade Road Phase 4 (Western City Limits to Bransford Road) Interim Maintenance •Current Pavement Condition –A mill and overlay maintenance project for the asphalt sections of Glade Road Phase 2 and 4 has been included in the proposed 2017 –2021 CIP which would allow for the interim maintenance to take place in FY2017 •Maintenance over the past 10 Years –2004 M&O Bluebonnet to Summerbrook Drive –2005 M&O Bedford Road to Bluebonnet Drive –2006 Reconstruction from Strathmore Terrace to Heritage Avenue –2008 M&O Bluebonnet Drive to Montclair Drive –2009 M&O SH26 to Bransford Road –2010 M&O Riverwalk Drive to Bluebonnet Drive and Bill Simmons Road to Patterson Lane N Current Pavement Conditions Questions and Discussion ITEM NO.DESCRIPTION UNIT QUANTITY BID PRICE TOTAL 101 RIGHT‐OF‐WAY PREPARATION STA 54.00 1,000.00$                   $54,000.00 102 REMOVING CONCRETE PAVEMENT (ROADWAY) SY 2882.22 6.00$                           $17,293.33 103 REMOVING CONCRETE PAVEMENT (DRIVEWAY) SY 1768.44 8.50$                            $15,031.78 104 REMOVING CONCRETE (SIDEWALK OR RAMP) SY 2044.44 7.00$                           $14,311.11 105 REMOVING STAB BASE AND ASPH PAV (3"‐9") (ASPHALT ROADWAY) SY 16385.00 4.00$                            $65,540.00 106 REMOVING CHAIN LINK FENCE LF 100.00 12.00$                        $1,200.00 107 REMOVE STRUCTURE (INLET) EA 1.00 715.00$                      $715.00 108 REMOVE STRUCTURE ( HEADWALL) EA 18.00 500.00$                      $9,000.00 109 REMOVE STRUCTURE (PIPE) LF 1096.00 18.00$                        $19,728.00 110 REMOVE STRUCTURE (DRIVEWAY CULVERT) EA 23.00 575.00$                      $13,225.00 111 REMOVE/ RELOCATE MAILBOX (POST)EA 13.00 150.00$                      $1,950.00 112 REMOVE/ RELOCATE MAILBOX (BRICK)EA 8.00 350.00$                      $2,800.00 113 MOBILIZATION AND BONDS LS 1.00 365,000.00$              $365,000.00 200 ROADWAY EXCAVATION CY 21400.00 8.50$                           $181,900.00 201 COMPACTED ROADWAY FILL AND EMBANKMENT CY 436.00 9.50$                           $4,142.00 202 PORTLAND CEMENT TON 471.57 151.00$                      $71,207.57 203 CEMENT STABILIZATION OF SUBGRADE 8" DEPTH SY 29473.33 2.50$                           $73,683.33 204 TYPE B HMAC PG64‐22 TON 8980.00 70.00$                        $628,600.00 205 TYPE D HMAC PG64‐22 TON 2570.00 88.25$                        $226,802.50 206 8" CONCRETE STREET PAVING, CONTINUOUSLY REINFORCED SY 0.00 45.00$                        $0.00 207 SIDEWALK RETAINING WALL (COLLEYVILLE) CY 50.00 1,100.00$                   $55,000.00 208 PEDESTRIAN HANDRAIL, TxDOT TYPE "F" LF 30.00 133.00$                      $3,990.00 209 CONCRETE CURB AND GUTTER, 6" BARRIER LF 12370.00 20.25$                        $250,492.50 210 CONCRETE DRIVEWAY SY 2195.00 75.50$                        $165,722.50 211 CONCRETE SIDEWALK TYPE B SY 2600.00 60.25$                        $156,650.00 212 CONCRETE SIDEWALK TYPE C AND D SY 3556.00 64.00$                        $227,584.00 213 ADA CURB RAMP EA 30.00 1,500.00$                   $45,000.00 214 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" WHITE SOLID LF 340.00 0.10$                            $34.00 215 REFLECTIVE PAVEMENT MARKINGS TYPE II 18" WHITE SOLID LF 190.00 2.00$                           $380.00 216 REFLECTIVE PAVEMENT MARKINGS TYPE II 24" WHITE SOLID LF 1210.00 2.50$                           $3,025.00 217 REFLECTIVE PAVEMENT MARKINGS TYPE II WHITE ARROW EA 20.00 44.00$                        $880.00 218 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" YELLOW BROKEN LF 560.00 0.15$                           $84.00 219 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" YELLOW SOLID LF 16430.00 0.10$                           $1,643.00 220 PAVEMENT SEALER 4"LF 17330.00 0.15$                           $2,599.50 221 PAVEMENT SEALER 18"LF 190.00 0.35$                           $66.50 222 PAVEMENT SEALER 24"LF 1210.00 1.85$                           $2,238.50 223 PAVEMENT SEALER (ARROW)EA 20.00 25.00$                        $500.00 224 PAVEMENT SURFACE PREP FOR 4" PAVEMENT MARKINGS LF 15077.00 0.05$                           $753.85 225 PAVEMENT SURFACE PREP FOR 18" PAVEMENT MARKINGS LF 190.00 0.05$                           $9.50 226 PAVEMENT SURFACE PREP FOR 24" PAVEMENT MARKINGS LF 1210.00 1.15$                           $1,391.50 227 PAVEMENT SURFACE PREP FOR ARROW EA 20.00 13.25$                        $265.00 228 INSTALL NEW TRAFFIC SIGN EA 5.00 500.00$                      $2,500.00 229 INSTALL EXISTING TRAFFIC SIGN ON NEW POST EA 25.00 300.00$                      $7,500.00 230 TRENCH EXCAVATION PROTECTION LF 6134.00 2.75$                           $16,868.50 231 PRECAST CONCRETE BOX CULVERT (4 FT X 2 FT)LF 2000.00 210.00$                      $420,000.00 232 PRECAST CONCRETE BOX CULVERT (8 FT X 4 FT)LF 14.00 495.00$                      $6,930.00 233 24" CLASS III RCP LF 3220.00 70.75$                        $227,815.00 234 30" CLASS III RCP LF 900.00 87.50$                        $78,750.00 235 STORM SEWER MANHOLE, TYPE 1 JUNCTION BOX EA 18.00 5,200.00$                   $93,600.00 236 10' CURB INLET, TYPE 1 EA 47.00 3,700.00$                   $173,900.00 237 10' OPEN BACK CURB INLET EA 6.00 4,500.00$                   $27,000.00 238 WINGWALL (PW‐1) (HW=4 FT) EA 1.00 10,000.00$                 $10,000.00 300 TRENCH EXCAVATION PROTECTION LF 2150.00 3.75$                           $8,062.50 301 8" WATER PIPE (PVC)LF 2150.00 50.00$                        $107,500.00 302 8" RESILIENT SEATED GATE VALVE EA 15.00 1,200.00$                   $18,000.00 303 8" CUT IN GATE VALVE EA 3.00 1,500.00$                   $4,500.00 304 FIRE HYDRANT ASSEMBLY EA 8.00 2,500.00$                   $20,000.00 305 REMOVE EXISTING WATER LINE LF 2150.00 5.00$                           $10,750.00 306 REMOVE EXISTING WATER VALVE EA 15.00 500.00$                      $7,500.00 307 REMOVE FIRE HYDRANT ASSEMBLY EA 8.00 500.00$                      $4,000.00 308 ADJUST WATER VALVE EA 25.00 250.00$                      $6,250.00 309 ADJUST SANITARY SEWER MANHOLE EA 14.00 2,000.00$                   $28,000.00 310 ADJUST SANITARY SEWER CLEAN OUT EA 4.00 750.00$                      $3,000.00 311 RELOCATE WATER METER EA 7.00 250.00$                      $1,750.00 312 ADJUST WATER METER EA 20.00 250.00$                      $5,000.00 400 STORM WATER POLLUTION PREVENTION PLAN LS 1.00 50,000.00$                 $50,000.00 REMOVALS $214,794.22 TRAFFIC CONTROL $365,000.00 ROADWAY $2,104,644.76 UTILITIES $224,312.50 DRAINAGE $1,054,863.50 SWPPP $50,000.00 SUBTOTAL $4,013,614.98 401 CONTINGENCY (15%)$602,042.25 TOTAL $4,615,657.23 City of Colleyville Opinion of Probable Cost ‐ Alternatives Comparison Glade Road Phase II ‐ Base Option Curb & Gutter with Turn Lanes, Trail on North & Sidewalk on South Prepared by: TranSystems Corporation Consultants Date: December 22, 2016 ITEM NO.DESCRIPTION UNIT QUANTITY BID PRICE TOTAL 101 RIGHT‐OF‐WAY PREPARATION STA 54.00 1,000.00$                   $54,000.00 102 REMOVING CONCRETE PAVEMENT (ROADWAY)SY 470 6.00$                          $2,820.00 103 REMOVING CONCRETE PAVEMENT (DRIVEWAY) SY 2500 8.50$                           $21,250.00 104 REMOVING CONCRETE (RETAINING WALLS) SY 44.00 34.50$                         $1,518.00 105 REMOVING CONCRETE (SIDEWALK OR RAMP) SY 2103.00 7.00$                          $14,721.00 106 REMOVE CONCRETE (PAVERS) SY 11.00 10.00$                         $110.00 107 REMOVING STAB BASE AND ASPH PAV (0"‐4") (ASPHALT DRIVEWAYS) SY 201.00 3.00$                           $603.00 108 REMOVING WOOD FENCE LF 500.00 15.00$                         $7,500.00 109 REMOVING ROD IRON FENCE LF 30.00 15.00$                        $450.00 110 REMOVING CHAIN LINK FENCE LF 230.00 12.00$                        $2,760.00 111 REMOVING BRICK FENCE LF 520.00 40.00$                        $20,800.00 112 REMOVE AND RELOCATE GATE EA 3.00 1,200.00$                   $3,600.00 113 REMOVE STRUCTURE ( HEADWALL) EA 18.00 500.00$                      $9,000.00 114 REMOVE STRUCTURE ( WINGWALL) EA 1.00 1,200.00$                   $1,200.00 115 REMOVE STRUCTURE (PIPE) LF 1096.00 18.00$                        $19,728.00 116 REMOVE STRUCTURE (DRIVEWAY CULVERT)EA 23.00 575.00$                      $13,225.00 117 REMOVE CONC/ROCK RIPRAP SY 40 10.00$                        $400.00 118 REMOVE/ RELOCATE MAILBOX (POST)EA 13.00 150.00$                      $1,950.00 119 REMOVE/ RELOCATE MAILBOX (BRICK)EA 8.00 350.00$                      $2,800.00 120 TRAFFIC CONTROL, MOBILIZATION, BONDS LS 1.00 260,000.00$              $260,000.00 200 ROADWAY EXCAVATION CY 10927.00 8.50$                          $92,879.50 201 COMPACTED ROADWAY FILL AND EMBANKMENT CY 942.00 9.50$                          $8,949.00 202 ASPHALT ROADWAY RECLAMATION SY 14373.00 38.00$                        $546,174.00 203 PORTLAND CEMENT TON 88.00 151.00$                      $13,288.00 204 CEMENT STABILIZATION OF SUBGRADE 8" DEPTH SY 5458.00 2.50$                          $13,645.00 205 TYPE B HMAC PG64‐22 TON 799.00 70.00$                        $55,930.00 206 TYPE D HMAC PG64‐22 TON 123.00 88.25$                        $10,854.75 207 8" CONCRETE STREET PAVING, CONTINUOUSLY REINFORCED SY 448.00 45.00$                        $20,160.00 208 SIDEWALK RETAINING WALL (COLLEYVILLE) CY 12.00 1,100.00$                   $13,200.00 209 PEDESTRIAN HANDRAIL, TxDOT TYPE "F" LF 29.00 133.00$                      $3,857.00 210 CONCRETE CURB AND GUTTER, RIBBON CURB LF 9510.00 20.25$                        $192,577.50 211 CONCRETE DRIVEWAY SY 2655.00 75.50$                        $200,452.50 212 CONCRETE SIDEWALK TYPE B SY 4873.00 60.25$                        $293,598.25 213 ADA CURB RAMP EA 20.00 1,500.00$                   $30,000.00 214 REFLECTIVE PAVEMENT MARKINGS TYPE II 24" WHITE SOLID LF 1928.00 2.50$                          $4,820.00 215 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" YELLOW SOLID LF 9050.00 0.10$                          $905.00 216 PAVEMENT SEALER 4"LF 17847.00 0.15$                          $2,677.05 217 PAVEMENT SEALER 18"LF 415.00 0.35$                          $145.25 218 PAVEMENT SEALER 24"LF 2904.00 1.85$                          $5,372.40 219 PAVEMENT SURFACE PREP FOR 4" PAVEMENT MARKINGS LF 15077.00 0.05$                          $753.85 220 PAVEMENT SURFACE PREP FOR 24" PAVEMENT MARKINGS LF 2904.00 1.15$                          $3,339.60 221 INSTALL NEW TRAFFIC SIGN EA 5.00 500.00$                      $2,500.00 222 INSTALL EXISTING TRAFFIC SIGN ON NEW POST EA 25.00 300.00$                      $7,500.00 223 TRENCH EXCAVATION PROTECTION LF 4344.00 2.75$                          $11,946.00 224 PRECAST CONCRETE BOX CULVERT (4 FT X 2 FT)LF 2000.00 210.00$                      $420,000.00 225 PRECAST CONCRETE BOX CULVERT (8 FT X 4 FT)LF 14.00 495.00$                      $6,930.00 226 18" CLASS III RCP LF 1040.00 58.00$                        $60,320.00 227 24" CLASS III RCP LF 2330.00 70.75$                        $164,847.50 228 STORM SEWER MANHOLE, TYPE 1 JUNCTION BOX EA 10.00 5,200.00$                   $52,000.00 229 10' CURB INLET, TYPE 1 EA 3.00 3,700.00$                   $11,100.00 230 WINGWALL (PW‐1) (HW=4 FT) EA 1.00 10,000.00$                 $10,000.00 231 SAFETY END TREATMENT (TYPE II)(18" RCP)(4:1)C EA 61.00 500.00$                      $30,500.00 232 SAFETY END TREATMENT (TYPE II)(24" RCP)(4:1)P EA 44.00 500.00$                      $22,000.00 233 GRATE INLET, TYPE 1 EA 2.00 5,000.00$                   $10,000.00 300 FIRE HYDRANT ASSEMBLY EA 4.00 2,500.00$                   $10,000.00 301 REMOVE FIRE HYDRANT ASSEMBLY EA 4.00 500.00$                      $2,000.00 302 ADJUST WATER VALVE EA 18.00 250.00$                      $4,500.00 303 ADJUST SANITARY SEWER MANHOLE EA 14.00 2,000.00$                   $28,000.00 304 ADJUST SANITARY SEWER CLEAN OUT EA 2.00 750.00$                      $1,500.00 305 RELOCATE WATER METER EA 23.00 250.00$                      $5,750.00 306 ADJUST WATER METER EA 8.00 250.00$                      $2,000.00 400 STORM WATER POLLUTION PREVENTION PLAN LS 1.00 50,000.00$                 $50,000.00 REMOVALS $178,435.00 TRAFFIC CONTROL $260,000.00 ROADWAY $1,513,578.65 UTILITIES $53,750.00 DRAINAGE $799,643.50 SWPPP $50,000.00 SUBTOTAL $2,855,407.15 401 CONTINGENCY (15%)$428,311.07 TOTAL $3,283,718.22 City of Colleyville Opinion of Probable Cost ‐ Alternatives Comparison Glade Road Phase II ‐ Option 1 Ribbon Curb with Roadside Ditches, Sidewalk/Trail on South, Sidewalk on North from Montclair to Pool, No Turn Lanes Prepared by: TranSystems Corporation Consultants Date: December 22, 2016 ITEM NO.DESCRIPTION UNIT QUANTITY BID PRICE TOTAL 101 RIGHT‐OF‐WAY PREPARATION STA 54 1,000.00$                   $54,000.00 102 REMOVING CONCRETE PAVEMENT (ROADWAY) SY 470 6.00$                           $2,820.00 103 REMOVING CONCRETE PAVEMENT (DRIVEWAY) SY 1515 8.50$                           $12,877.50 104 REMOVING CONCRETE (RETAINING WALLS) SY 10 34.50$                         $345.00 105 REMOVING CONCRETE (SIDEWALK OR RAMP) SY 1421 7.00$                           $9,947.00 106 REMOVE CONCRETE (PAVERS) SY 11 10.00$                         $110.00 107 REMOVING STAB BASE AND ASPH PAV (0"‐4") (ASPHALT DRIVEWAYS) SY 201 3.00$                           $603.00 108 REMOVING WOOD FENCE LF 253 15.00$                         $3,795.00 109 REMOVING ROD IRON LF 48 15.00$                         $720.00 110 REMOVING CHAIN LINK FENCE LF 227 12.00$                         $2,724.00 111 REMOVING BRICK FENCE LF 42 40.00$                         $1,680.00 112 REMOVE STRUCTURE ( HEADWALL) EA 18 500.00$                       $9,000.00 113 REMOVE STRUCTURE (WINGWALL) EA 1 1,200.00$                   $1,200.00 114 REMOVE STRUCTURE (PIPE) LF 1096 18.00$                         $19,728.00 115 REMOVE STRUCTURE (DRIVEWAY CULVERT) EA 23 575.00$                       $13,225.00 116 REMOVE CONC/ROCK RIPRAP SY 40 10.00$                         $400.00 117 REMOVE/ RELOCATE MAILBOX (POST)EA 13 150.00$                       $1,950.00 118 REMOVE/ RELOCATE MAILBOX (BRICK)EA 8 350.00$                       $2,800.00 119 TRAFFIC CONTROL, MOBILIZATION, BONDS LS 1 265,000.00$               $265,000.00 200 ROADWAY EXCAVATION CY 7550 8.50$                           $64,175.00 201 COMPACTED ROADWAY FILL AND EMBANKMENT CY 1190 9.50$                           $11,305.00 202 ASPHALT ROADWAY RECLAMATION SY 14373 38.00$                         $546,174.00 203 PORTLAND CEMENT TON 88 151.00$                       $13,288.00 204 CEMENT STABILIZATION OF SUBGRADE 8" DEPTH SY 5458 2.50$                           $13,645.00 205 TYPE B HMAC PG64‐22 TON 799 70.00$                         $55,930.00 206 TYPE D HMAC PG64‐22 TON 123 88.25$                         $10,854.75 207 8" CONCRETE STREET PAVING, CONTINUOUSLY REINFORCED SY 448 45.00$                         $20,160.00 208 PEDESTRIAN HANDRAIL, TxDOT TYPE "F" LF 29 133.00$                       $3,857.00 209 CONCRETE CURB AND GUTTER, RIBBON CURB LF 9510 20.25$                         $192,577.50 210 CONCRETE DRIVEWAY SY 1952 75.50$                         $147,376.00 211 CONCRETE SIDEWALK TYPE B SY 3295 60.25$                         $198,523.75 212 ADA CURB RAMP EA 26 1,500.00$                   $39,000.00 213 REFLECTIVE PAVEMENT MARKINGS TYPE II 24" WHITE SOLID LF 900 3.50$                           $3,150.00 214 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" YELLOW SOLID LF 9500 0.50$                           $4,750.00 215 PAVEMENT SEALER 4"LF 9500 0.20$                           $1,900.00 216 PAVEMENT SEALER 24"LF 900 1.25$                           $1,125.00 217 PAVEMENT SURFACE PREP FOR 4" PAVEMENT MARKINGS LF 9500 0.20$                           $1,900.00 218 PAVEMENT SURFACE PREP FOR 24" PAVEMENT MARKINGS LF 900 1.25$                           $1,125.00 219 INSTALL NEW TRAFFIC SIGN EA 5 500.00$                       $2,500.00 220 INSTALL EXISTING TRAFFIC SIGN ON NEW POST EA 25 300.00$                       $7,500.00 221 TRENCH EXCAVATION PROTECTION LF 6286 2.75$                           $17,286.50 222 PRECAST CONCRETE BOX CULVERT (4 FT X 2 FT)LF 2000 210.00$                       $420,000.00 223 PRECAST CONCRETE BOX CULVERT (8 FT X 4 FT)LF 8 495.00$                       $3,960.00 224 24" CLASS III RCP LF 4278 70.75$                         $302,668.50 225 STORM SEWER MANHOLE, TYPE 1 JUNCTION BOX EA 12 5,200.00$                   $62,400.00 226 DROP INLET TYPE C (GRATE) EA 56 4,000.00$                   $224,000.00 227 10' CURB INLET, TYPE 1 EA 3 3,700.00$                   $11,100.00 228 WINGWALL (PW‐1) (HW=4 FT) EA 1 10,000.00$                 $10,000.00 300 FIRE HYDRANT ASSEMBLY EA 3 2,500.00$                   $7,500.00 301 REMOVE FIRE HYDRANT ASSEMBLY EA 3 500.00$                       $1,500.00 302 ADJUST WATER VALVE EA 18 250.00$                       $4,500.00 303 ADJUST SANITARY SEWER MANHOLE EA 14 2,000.00$                   $28,000.00 304 ADJUST SANITARY SEWER CLEAN OUT EA 2 750.00$                       $1,500.00 305 RELOCATE WATER METER EA 22 250.00$                       $5,500.00 306 ADJUST WATER METER EA 7 250.00$                       $1,750.00 400 STORM WATER POLLUTION PREVENTION PLAN LS 1 50,000.00$                 $50,000.00 REMOVALS $137,924.50 TRAFFIC CONTROL $265,000.00 ROADWAY $1,340,816.00 UTILITIES $50,250.00 DRAINAGE $1,051,415.00 SWPPP $50,000.00 SUBTOTAL $2,895,405.50 401 CONTINGENCY (15%)$434,310.83 TOTAL $3,329,716.33 City of Colleyville Opinion of Probable Cost ‐ Alternatives Comparison Glade Road Phase II ‐ Option 2 Ribbon Curb with Roadside Ditches with Inlets, Sidewalk/Trail on South, Sidewalk on North from Montclair to Pool, No Turn Lanes Prepared by: TranSystems Corporation Consultants Date: December 22, 2016 ITEM NO.DESCRIPTION UNIT QUANTITY BID PRICE TOTAL 101 RIGHT‐OF‐WAY PREPARATION STA 54 1,000.00$                   $54,000.00 102 REMOVING CONCRETE PAVEMENT (ROADWAY) SY 493 6.00$                           $2,958.00 103 REMOVING CONCRETE PAVEMENT (DRIVEWAY) SY 1633 8.50$                            $13,880.50 104 REMOVING CONCRETE (RETAINING WALLS) SY 10 34.50$                          $345.00 105 REMOVING CONCRETE (SIDEWALK OR RAMP) SY 1930 7.00$                           $13,510.00 106 REMOVE CONCRETE (PAVERS) SY 11 10.00$                          $110.00 107 REMOVING STAB BASE AND ASPH PAV (0"‐4") (ASPHALT DRIVEWAYS) SY 206 3.00$                            $618.00 108 REMOVING WOOD FENCE LF 399 15.00$                          $5,985.00 109 REMOVING ROD IRON FENCE LF 48 15.00$                         $720.00 110 REMOVING CHAIN LINK FENCE LF 227 12.00$                         $2,724.00 111 REMOVING BRICK FENCE LF 42 40.00$                         $1,680.00 112 REMOVE STRUCTURE ( HEADWALL) EA 18 500.00$                       $9,000.00 113 REMOVE STRUCTURE (WINGWALL) EA 1 1,200.00$                   $1,200.00 114 REMOVE STRUCTURE (PIPE) LF 1096 18.00$                         $19,728.00 115 REMOVE STRUCTURE (DRIVEWAY CULVERT) EA 23 575.00$                       $13,225.00 116 REMOVE CONC/ROCK RIPRAP SY 40 10.00$                         $400.00 117 REMOVE/ RELOCATE MAILBOX (POST)EA 13 150.00$                       $1,950.00 118 REMOVE/ RELOCATE MAILBOX (BRICK)EA 8 350.00$                       $2,800.00 119 TRAFFIC CONTROL, MOBILIZATION, AND BONDS LS 1 285,000.00$               $285,000.00 200 ROADWAY EXCAVATION CY 9597 8.50$                           $81,574.50 201 COMPACTED ROADWAY FILL AND EMBANKMENT CY 1344 9.50$                           $12,768.00 202 ASPHALT ROADWAY FILL AND EMBANKMENT SY 14564 38.00$                         $553,432.00 203 PORTLAND CEMENT TON 129 151.00$                       $19,479.00 204 CEMENT STABILIZATION OF SUBGRADE 8" DEPTH SY 8016 2.50$                           $20,040.00 205 TYPE B HMAC PG64‐22 TON 1834 70.00$                         $128,380.00 206 TYPE D HMAC PG64‐22 TON 439 88.25$                         $38,741.75 207 8" CONCRETE STREET PAVING, CONTINUOUSLY REINFORCED SY 429 45.00$                         $19,305.00 208 PEDESTRIAN HANDRAIL, TxDOT TYPE "F" LF 29 133.00$                       $3,857.00 209 SIDEWALK RETAINING WALL (COLLEYVILLE) CY 30 1,100.00$                   $33,000.00 210 CONCRETE CURB AND GUTTER,RIBBON CURB LF 9640 20.25$                         $195,210.00 211 CONCRETE DRIVEWAY SY 2025 75.50$                         $152,887.50 212 CONCRETE SIDEWALK TYPE B SY 4000 60.25$                         $241,000.00 213 ADA CURB RAMP EA 26 1,500.00$                   $39,000.00 214 REFLECTIVE PAVEMENT MARKINGS TYPE II 8" WHITE SOLID LF 316 1.00$                           $316.00 215 REFLECTIVE PAVEMENT MARKINGS TYPE II 24" WHITE SOLID LF 900 3.50$                           $3,150.00 216 REFLECTIVE PAVEMENT MARKINGS TYPE II WHITE ARROW EA 16 100.00$                       $1,600.00 217 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" YELLOW BROKEN LF 1418 0.50$                           $709.00 218 REFLECTIVE PAVEMENT MARKINGS TYPE II 4" YELLOW SOLID LF 13583 0.50$                           $6,791.50 219 REFLECTIVE PAVEMENT MARKINGS TYPE II 8" YELLOW SOLID LF 627 1.00$                           $627.00 220 PAVEMENT SEALER 4"LF 15001 0.20$                           $3,000.20 221 PAVEMENT SEALER 8"LF 943 0.40$                           $377.20 222 PAVEMENT SEALER 24"LF 900 1.25$                           $1,125.00 223 PAVEMENT SEALER (ARROW)EA 16 10.00$                         $160.00 224 PAVEMENT SURFACE PREP FOR 4" PAVEMENT MARKINGS LF 15001 0.20$                           $3,000.20 225 PAVEMENT SURFACE PREP FOR 8" PAVEMENT MARKINGS LF 943 0.40$                           $377.20 226 PAVEMENT SURFACE PREP FOR 24" PAVEMENT MARKINGS LF 900 1.25$                           $1,125.00 227 PAVEMENT SURFACE PREP FOR ARROW EA 16 10.00$                         $160.00 228 INSTALL NEW TRAFFIC SIGN EA 5 500.00$                       $2,500.00 229 INSTALL EXISTING TRAFFIC SIGN ON NEW POST EA 25 300.00$                       $7,500.00 230 TRENCH EXCAVATION PROTECTION LF 6425 2.75$                           $17,668.75 231 PRECAST CONCRETE BOX CULVERT (4 FT X 2 FT)LF 1999 210.00$                       $419,790.00 232 PRECAST CONCRETE BOX CULVERT (8 FT X 4 FT)LF 8 495.00$                       $3,960.00 233 24" CLASS III RCP LF 4418 70.75$                         $312,573.50 234 STORM SEWER MANHOLE, TYPE 1 JUNCTION BOX EA 13 5,200.00$                   $67,600.00 235 DROP INLET TYPE C (GRATE) EA 55 3,500.00$                   $192,500.00 236 10' CURB INLET, TYPE 1 EA 2 3,700.00$                   $7,400.00 237 WINGWALL (PW‐1) (HW=4 FT) EA 1 10,000.00$                 $10,000.00 300 FIRE HYDRANT ASSEMBLY EA 4 2,500.00$                   $10,000.00 301 REMOVE FIRE HYDRANT ASSEMBLY EA 4 500.00$                       $2,000.00 302 ADJUST WATER VALVE EA 15 250.00$                       $3,750.00 303 ADJUST SANITARY SEWER MANHOLE EA 14 2,000.00$                   $28,000.00 304 ADJUST SANITARY SEWER CLEAN OUT EA 2 750.00$                       $1,500.00 305 RELOCATE WATER METER EA 22 250.00$                       $5,500.00 306 ADJUST WATER METER EA 8 250.00$                       $2,000.00 400 STORM WATER POLLUTION PREVENTION PLAN LS 1 50,000.00$                 $50,000.00 REMOVALS $144,833.50 TRAFFIC CONTROL $285,000.00 ROADWAY $1,571,193.05 UTILITIES $52,750.00 DRAINAGE $1,031,492.25 SWPPP $50,000.00 SUBTOTAL $3,135,268.80 401 CONTINGENCY (15%)$470,290.32 TOTAL $3,605,559.12 City of Colleyville Opinion of Probable Cost ‐ Alternatives Comparison Glade Road Phase II ‐ Option 3 Ribbon Curb with Roadside Ditches with Inlets, Sidewalk/Trail on South, Sidewalk on North from Montclair to Pool, Turn Lanes Added Prepared by: TranSystems Corporation Consultants Date: December 22, 2016 COPYRIGHT 2000 - FIREHOUSE DESIGNS TYPICAL SECTION 6' Trail 27' Roadway 5' Sidewalk COPYRIGHT 2000 - FIREHOUSE DESIGNS TYPICAL SECTION TYPICAL SECTION COPYRIGHT 2000 - FIREHOUSE DESIGNS L TYPICAL SECTION Proposed C Glade Rd 8' Trail Curb & Gutter 18" Ribbon Curb 18" Ribbon Curb 2' 12' Lane 12' Lane 1' Avg. Depth 8' Trail 27' Roadway 5' Sidewalk 12' Lane 12' Lane 2' Avg. Depth 18" Ribbon Curb 18" Ribbon Curb Typical Driveway 18" Culvert COPYRIGHT 2000 - FIREHOUSE DESIGNS 5' Sidewalk 18" Ribbon Curb 2' 6' Trail 18" Ribbon Curb 1' Avg. Depth 39' Roadway 12' Lane 12' Lane Curb & Gutter 5' Sidewalk 28' Roadway 12' Lane 12' Lane GLADE ROAD - BASE OPTION GLADE ROAD - OPTION 1 GLADE ROAD - OPTION 2 GLADE ROAD - OPTION 3 LProposed C Glade Rd LProposed C Glade Rd LProposed C Glade Rd 12' Lane (Select locations) Ditch - Width Varies Ditch - Width Varies Ditch - Width Varies Ditch - Width Varies Ditch - Width Varies Ditch - Width Varies Varies Varies Varies Varies Varies VariesVaries Varies Varies Inlet Inlet Inlet Inlet Inlet Inlet TREE REMOVAL LIMITS OF CONSTRUCTION PROPOSED ROW PROPOSED PERMANENT SIDEWALK ESMT. PROPOSED CONSTRUCTION ESMT. PROPOSED SIDEWALK/TRAIL PROPOSED ROADWAY/DRIVEWAY 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 xx xxx x xxxxxxx 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 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 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 6' TRAIL 6' TRAIL 6' TRAIL 8' TRAIL 10' TRAIL 10' TRAIL 6' TRAIL 8' TRAIL P O O L R D x MAX HEIGHT = 2' PROPOSED RETAINING WALL MAX HEIGHT = 2' PROPOSED RETAINING WALL BASE OPT PHASE 2 - BASE OPT BASE OPTION LEGEND x EXISTING 10' TRAIL EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK BRICK FENCE 25 LF PROPOSED T R A I L B E L D O N 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK TREE REMOVAL LIMITS OF CONSTRUCTION PROPOSED ROW PROPOSED PERMANENT SIDEWALK ESMT. PROPOSED CONSTRUCTION ESMT. PROPOSED SIDEWALK/TRAIL PROPOSED ROADWAY/DRIVEWAY V P I 1 2 2 + 0 2 . 8 6 E L 6 2 4 . 4 0 -0.58%-1.05% VC = 100.00' K = 213 V P I 1 3 1 + 5 2 . 0 3 E L 6 1 4 . 4 4 -1.05%-2.35% VC = 121.00' K = 93 V P I 1 3 5 + 2 6 . 4 7 E L 6 0 5 . 6 5 -2.35% -3.20% VC = 100.00' K = 118 V P I 1 3 7 + 2 4 . 8 5 E L 5 9 9 . 3 0 -3.20% -2.07% VC = 100.00' K = 89 V P I 1 4 2 + 5 6 . 2 5 E L 5 8 8 . 2 8 -2.07%+4.30% VC = 400.00' K = 63 V P I 1 4 7 + 3 4 . 7 2 E L 6 0 8 . 8 5 +4.30%+4.77% V P I 1 5 3 + 1 0 . 0 0 E L 6 3 6 . 3 0 +4.77%-1.05% VC = 340.00' K = 58 V P I 1 5 7 + 2 8 . 9 2 E L 6 3 1 . 9 0 -1.05%-1.86% VC = 100.00' K = 123 V P I 1 6 1 + 9 5 . 5 8 E L 6 2 3 . 2 0 -1.86%-0.75% VC = 121.00' K = 109 V P I 1 6 3 + 8 5 . 5 8 E L 6 2 1 . 7 7 -0.75% -4 . 51% VC = 220.00' K = 59 V P I 1 6 9 + 3 4 . 1 5 E L 5 9 7 . 0 3 -4 . 51%+3.04% VC = 450.00' K = 60 V P I 1 7 3 + 9 5 . 9 1 E L 6 1 1 . 0 9 +3.04%-1.00% VC = 150.00' K = 37 TEMPORARY PAVING END PHASE I STA 123+17.00 @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE PROPOSED GROUND E L 6 0 9 . 9 4 S T A 1 7 5 + 1 0 . 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 E L 6 2 5 . 0 0 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 2 4 . 6 9 V P C 1 2 1 + 5 2 . 8 6 E L 6 2 3 . 8 8 V P T 1 2 2 + 5 2 . 8 6 E L 6 1 5 . 0 7 V P C 1 3 0 + 9 1 . 5 3 E L 6 1 3 . 0 2 V P T 1 3 2 + 1 2 . 5 3 E L 6 0 6 . 8 2 V P C 1 3 4 + 7 6 . 4 7 E L 6 0 4 . 0 5 V P T 1 3 5 + 7 6 . 4 7 E L 6 0 0 . 9 0 V P C 1 3 6 + 7 4 . 8 5 E L 5 9 8 . 2 7 V P T 1 3 7 + 7 4 . 8 5 E L 5 9 2 . 4 3 V P C 1 4 0 + 5 6 . 2 5 E L 5 9 6 . 8 8 V P T 1 4 4 + 5 6 . 2 5 E L 6 2 8 . 1 9 V P C 1 5 1 + 4 0 . 0 0 E L 6 3 4 . 5 2 V P T 1 5 4 + 8 0 . 0 0 E L 6 3 2 . 4 3 V P C 1 5 6 + 7 8 . 9 2 E L 6 3 0 . 9 7 V P T 1 5 7 + 7 8 . 9 2 E L 6 2 4 . 3 3 V P C 1 6 1 + 3 5 . 0 8 E L 6 2 2 . 7 5 V P T 1 6 2 + 5 6 . 0 8 E L 6 2 2 . 6 0 V P C 1 6 2 + 7 5 . 5 8 E L 6 1 6 . 8 1 V P T 1 6 4 + 9 5 . 5 8 E L 6 0 7 . 1 8 V P C 1 6 7 + 0 9 . 1 5 E L 6 0 3 . 8 8 V P T 1 7 1 + 5 9 . 1 5 E L 6 0 8 . 8 1 V P C 1 7 3 + 2 0 . 9 1 E L 6 1 0 . 3 4 V P T 1 7 4 + 7 0 . 9 1 BEGIN PHASE I TEMPORARY PAVING RECONSTRUCTION STA 121+00.00 END PHASE I FULL @ â„„ GLADE (PHASE I) PROPOSED GROUND 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 xxx x xxx x xx xxxxxxx x x x xxxxxxx x xx x x x xxxxx xxx x x x xx xxxxxx xxxx xx xxx x xxxx x xx xx x xx xx xx xxxx xxxx xxxxx xxx xxx xxxxxxxx x x xxx x xx x x x xxxx x x xx xx x x x x xxxx xx x 6 2 3 . 3 8 6 2 2 . 8 6 6 2 2 . 3 3 6 2 1 . 8 1 6 2 1 . 2 8 6 2 0 . 7 6 6 2 0 . 2 3 6 1 9 . 7 1 6 1 9 . 1 8 6 1 8 . 6 6 6 1 8 . 1 3 6 1 7 . 6 1 6 1 7 . 0 8 6 1 6 . 5 6 6 1 6 . 0 3 6 1 5 . 5 1 6 1 4 . 9 8 6 1 4 . 2 8 6 1 3 . 3 0 6 1 2 . 1 4 6 1 0 . 9 6 6 0 9 . 7 9 6 0 8 . 6 2 6 0 7 . 4 4 6 0 6 . 2 5 6 0 4 . 8 7 6 0 3 . 3 0 6 0 1 . 7 0 6 0 0 . 1 3 5 9 8 . 8 2 5 9 7 . 7 5 5 9 6 . 7 1 5 9 5 . 6 7 5 9 4 . 6 3 5 9 3 . 6 0 5 9 2 . 5 6 5 9 1 . 6 7 5 9 1 . 1 9 5 9 1 . 0 9 5 9 1 . 4 0 5 9 2 . 1 1 5 9 3 . 2 1 5 9 4 . 7 1 5 9 6 . 6 1 5 9 8 . 7 6 6 0 0 . 9 1 6 0 3 . 0 6 6 0 5 . 2 1 6 0 7 . 3 6 6 0 9 . 5 8 6 1 1 . 9 6 6 1 4 . 3 5 6 1 6 . 7 4 6 1 9 . 1 2 6 2 1 . 5 1 6 2 3 . 8 9 6 2 6 . 2 8 6 2 8 . 6 6 6 3 0 . 7 4 6 3 2 . 4 0 6 3 3 . 6 3 6 3 4 . 4 3 6 3 4 . 8 1 6 3 4 . 7 5 6 3 4 . 3 1 6 3 3 . 7 8 6 3 3 . 2 6 6 3 2 . 7 3 6 3 2 . 1 9 6 3 1 . 4 8 6 3 0 . 5 8 6 2 9 . 6 5 6 2 8 . 7 1 6 2 7 . 7 8 6 2 6 . 8 5 6 2 5 . 9 2 6 2 4 . 9 8 6 2 4 . 0 6 6 2 3 . 3 1 6 2 2 . 7 9 6 2 2 . 3 7 6 2 1 . 5 7 6 2 0 . 3 4 6 1 8 . 6 9 6 1 6 . 6 1 6 1 4 . 3 6 6 1 2 . 1 0 6 0 9 . 8 5 6 0 7 . 5 9 6 0 5 . 4 8 6 0 3 . 7 7 6 0 2 . 4 9 6 0 1 . 6 3 6 0 1 . 1 9 6 0 1 . 1 6 6 0 1 . 5 6 6 0 2 . 3 7 6 0 3 . 6 1 6 0 5 . 1 3 6 0 6 . 6 5 6 0 8 . 1 7 6 0 9 . 5 8 6 1 0 . 3 7 6 1 0 . 4 9 6 1 0 . 0 5 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 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 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 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 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 P O O L R D MAX HEIGHT = 2' PROPOSED RETAINING WALL EXISTING 5' SIDEWALK OPT 1 5' SIDEWALK 5' SIDEWALK EXISTING 5' SIDEWALK 6' SIDEWALK 5' SIDEWALK 8' TRAIL 8' TRAIL 6' TRAIL 8' TRAIL 6' TRAIL 8' TRAIL 8' TRAIL8' TRAIL 6' SIDEWALK 5' SIDEWALK 6' SIDEWALK 5' SIDEWALK 5' SIDEWALK 8' TRAIL EXISTING 10' TRAIL PROPOSED CULVERT EXTENSION T R A I L B E L D O N B I L L S I M M O N S R O A D P A T T E R S O N L A N E OPTION 1 PHASE 2 - OPTION 1 B E H R E N S C O U R T B E H R E N S R O A D LEGEND x TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING CURB & GUTTER PROPOSED CURB & G UTT ER (240 LF) PROPOSED CURB & G UT TER (650 LF) BRICK FENCE 132 LF PROPOSED WOOD FENCE 167 LF PROPOSED BRICK FENCE 88 LF PROPOSED BRICK FENCE 42 LF PROPOSED BRICK FENCE 25 LF PROPOSED FENCE AND RETAINING WALL 160 LF PROPOSED WOOD CHAINLINK FENCE 200 LF PROPOSED BRICK FENCE 123 LF PROPOSED WOOD FENCE 155 LF PROPOSED IRON FENCE 15 LF PROPOSED IRON FENCE 15 LF PROPOSED GUTTER CURB & CURB RIBBON GUTTER CURB &RIBBON CURB 8' TRAIL TREE REMOVAL LIMITS OF CONSTRUCTION PROPOSED ROW PROPOSED PERMANENT SIDEWALK ESMT. PROPOSED CONSTRUCTION ESMT. PROPOSED SIDEWALK/TRAIL PROPOSED ROADWAY/DRIVEWAY V P I 1 2 2 + 0 2 . 8 6 E L 6 2 4 . 4 0 -0.58%-1.05% VC = 100.00' K = 213 V P I 1 3 1 + 5 2 . 0 3 E L 6 1 4 . 4 4 -1.05%-2.35% VC = 121.00' K = 93 V P I 1 3 5 + 2 6 . 4 7 E L 6 0 5 . 6 5 -2.35% -3 .20% VC = 100.00' K = 118 V P I 1 3 7 + 2 4 . 8 5 E L 5 9 9 . 3 0 -3 .20% -2.07% VC = 100.00' K = 89 V P I 1 4 2 + 5 6 . 2 5 E L 5 8 8 . 2 8 -2.07%+4.30% VC = 400.00' K = 63 V P I 1 4 7 + 3 4 . 7 2 E L 6 0 8 . 8 5 +4.30%+4.77% V P I 1 5 3 + 1 0 . 0 0 E L 6 3 6 . 3 0 +4.77%-1.05% VC = 340.00' K = 58 V P I 1 5 7 + 2 8 . 9 2 E L 6 3 1 . 9 0 -1.05%-1.86% VC = 100.00' K = 123 V P I 1 6 1 + 9 5 . 5 8 E L 6 2 3 . 2 0 -1.86%-0.75% VC = 121.00' K = 109 V P I 1 6 3 + 8 5 . 5 8 E L 6 2 1 . 7 7 -0.75% -4 . 51% VC = 220.00' K = 59 V P I 1 6 9 + 3 4 . 1 5 E L 5 9 7 . 0 3 -4 . 51%+3.04% VC = 450.00' K = 60 V P I 1 7 3 + 9 5 . 9 1 E L 6 1 1 . 0 9 +3.04%-1.00% VC = 150.00' K = 37 TEMPORARY PAVING END PHASE I STA 123+17.00 @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE PROPOSED GROUND E L 6 0 9 . 9 4 S T A 1 7 5 + 1 0 . 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 E L 6 2 5 . 0 0 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 2 4 . 6 9 V P C 1 2 1 + 5 2 . 8 6 E L 6 2 3 . 8 8 V P T 1 2 2 + 5 2 . 8 6 E L 6 1 5 . 0 7 V P C 1 3 0 + 9 1 . 5 3 E L 6 1 3 . 0 2 V P T 1 3 2 + 1 2 . 5 3 E L 6 0 6 . 8 2 V P C 1 3 4 + 7 6 . 4 7 E L 6 0 4 . 0 5 V P T 1 3 5 + 7 6 . 4 7 E L 6 0 0 . 9 0 V P C 1 3 6 + 7 4 . 8 5 E L 5 9 8 . 2 7 V P T 1 3 7 + 7 4 . 8 5 E L 5 9 2 . 4 3 V P C 1 4 0 + 5 6 . 2 5 E L 5 9 6 . 8 8 V P T 1 4 4 + 5 6 . 2 5 E L 6 2 8 . 1 9 V P C 1 5 1 + 4 0 . 0 0 E L 6 3 4 . 5 2 V P T 1 5 4 + 8 0 . 0 0 E L 6 3 2 . 4 3 V P C 1 5 6 + 7 8 . 9 2 E L 6 3 0 . 9 7 V P T 1 5 7 + 7 8 . 9 2 E L 6 2 4 . 3 3 V P C 1 6 1 + 3 5 . 0 8 E L 6 2 2 . 7 5 V P T 1 6 2 + 5 6 . 0 8 E L 6 2 2 . 6 0 V P C 1 6 2 + 7 5 . 5 8 E L 6 1 6 . 8 1 V P T 1 6 4 + 9 5 . 5 8 E L 6 0 7 . 1 8 V P C 1 6 7 + 0 9 . 1 5 E L 6 0 3 . 8 8 V P T 1 7 1 + 5 9 . 1 5 E L 6 0 8 . 8 1 V P C 1 7 3 + 2 0 . 9 1 E L 6 1 0 . 3 4 V P T 1 7 4 + 7 0 . 9 1 BEGIN PHASE I TEMPORARY PAVING RECONSTRUCTION STA 121+00.00 END PHASE I FULL @ â„„ GLADE (PHASE I) PROPOSED GROUND 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 x xxxxxx x xxx x xx x xx x x x x x xx xxx xxxx xx x xx x xxxx x xxx x x x xxxx x x xx x x xxx x 6 2 3 . 3 8 6 2 2 . 8 6 6 2 2 . 3 3 6 2 1 . 8 1 6 2 1 . 2 8 6 2 0 . 7 6 6 2 0 . 2 3 6 1 9 . 7 1 6 1 9 . 1 8 6 1 8 . 6 6 6 1 8 . 1 3 6 1 7 . 6 1 6 1 7 . 0 8 6 1 6 . 5 6 6 1 6 . 0 3 6 1 5 . 5 1 6 1 4 . 9 8 6 1 4 . 2 8 6 1 3 . 3 0 6 1 2 . 1 4 6 1 0 . 9 6 6 0 9 . 7 9 6 0 8 . 6 2 6 0 7 . 4 4 6 0 6 . 2 5 6 0 4 . 8 7 6 0 3 . 3 0 6 0 1 . 7 0 6 0 0 . 1 3 5 9 8 . 8 2 5 9 7 . 7 5 5 9 6 . 7 1 5 9 5 . 6 7 5 9 4 . 6 3 5 9 3 . 6 0 5 9 2 . 5 6 5 9 1 . 6 7 5 9 1 . 1 9 5 9 1 . 0 9 5 9 1 . 4 0 5 9 2 . 1 1 5 9 3 . 2 1 5 9 4 . 7 1 5 9 6 . 6 1 5 9 8 . 7 6 6 0 0 . 9 1 6 0 3 . 0 6 6 0 5 . 2 1 6 0 7 . 3 6 6 0 9 . 5 8 6 1 1 . 9 6 6 1 4 . 3 5 6 1 6 . 7 4 6 1 9 . 1 2 6 2 1 . 5 1 6 2 3 . 8 9 6 2 6 . 2 8 6 2 8 . 6 6 6 3 0 . 7 4 6 3 2 . 4 0 6 3 3 . 6 3 6 3 4 . 4 3 6 3 4 . 8 1 6 3 4 . 7 5 6 3 4 . 3 1 6 3 3 . 7 8 6 3 3 . 2 6 6 3 2 . 7 3 6 3 2 . 1 9 6 3 1 . 4 8 6 3 0 . 5 8 6 2 9 . 6 5 6 2 8 . 7 1 6 2 7 . 7 8 6 2 6 . 8 5 6 2 5 . 9 2 6 2 4 . 9 8 6 2 4 . 0 6 6 2 3 . 3 1 6 2 2 . 7 9 6 2 2 . 3 7 6 2 1 . 5 7 6 2 0 . 3 4 6 1 8 . 6 9 6 1 6 . 6 1 6 1 4 . 3 6 6 1 2 . 1 0 6 0 9 . 8 5 6 0 7 . 5 9 6 0 5 . 4 8 6 0 3 . 7 7 6 0 2 . 4 9 6 0 1 . 6 3 6 0 1 . 1 9 6 0 1 . 1 6 6 0 1 . 5 6 6 0 2 . 3 7 6 0 3 . 6 1 6 0 5 . 1 3 6 0 6 . 6 5 6 0 8 . 1 7 6 0 9 . 5 8 6 1 0 . 3 7 6 1 0 . 4 9 6 1 0 . 0 5 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 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 GLADE ROAD D R I V E E C R A N B R O O K 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 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 P O O L R D PROPOSED CULVERT EXTENSION 6' SIDEWALK6' SIDEWALK 5' SIDEWALK 8' TRAIL8' TRAIL6' TRAIL8' TRAIL 6' SIDEWALK 8' TRAIL 6' TRAIL OPTION 2 PHASE 2 - OPTION 2 OPT 2 5' SIDEWALK EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK EXISTING 10' TRAIL EXISTING 10' TRAIL LEGEND x PROPOSED CURB & G UTT ER (240 LF) TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING CURB & GUTTER PROPOSED CURB & G UT TER (650 LF) WOOD FENCE 130 LF PROPOSED BRICK FENCE 25 LF PROPOSED FENCE AND RETAINING WALL 92 LF PROPOSED WOOD CHAINLINK FENCE 200 LF PROPOSED 8' TRAIL 8' TRAIL8' TRAIL T R A I L B E L D O N B I L L S I M M O N S R O A D 5' SIDEWALK 8' TRAIL GUTTER CURB &RIBBON CURB GUTTER CURB &RIBBON CURB TREE REMOVAL LIMITS OF CONSTRUCTION PROPOSED ROW PROPOSED PERMANENT SIDEWALK ESMT. PROPOSED CONSTRUCTION ESMT. PROPOSED SIDEWALK/TRAIL PROPOSED ROADWAY/DRIVEWAY V P I 1 2 2 + 0 2 . 8 6 E L 6 2 4 . 4 0 -0.58%-1.05% VC = 100.00' K = 213 V P I 1 3 1 + 5 2 . 0 3 E L 6 1 4 . 4 4 -1.05%-2.35% VC = 121.00' K = 93 V P I 1 3 5 + 2 6 . 4 7 E L 6 0 5 . 6 5 -2.35% -3 .20% VC = 100.00' K = 118 V P I 1 3 7 + 2 4 . 8 5 E L 5 9 9 . 3 0 -3 .20% -2.07% VC = 100.00' K = 89 V P I 1 4 2 + 5 6 . 2 5 E L 5 8 8 . 2 8 -2.07%+4.30% VC = 400.00' K = 63 V P I 1 4 7 + 3 4 . 7 2 E L 6 0 8 . 8 5 +4.30%+4.77% V P I 1 5 3 + 1 0 . 0 0 E L 6 3 6 . 3 0 +4.77%-1.05% VC = 340.00' K = 58 V P I 1 5 7 + 2 8 . 9 2 E L 6 3 1 . 9 0 -1.05%-1.86% VC = 100.00' K = 123 V P I 1 6 1 + 9 5 . 5 8 E L 6 2 3 . 2 0 -1.86%-0.75% VC = 121.00' K = 109 V P I 1 6 3 + 8 5 . 5 8 E L 6 2 1 . 7 7 -0.75% -4 . 51% VC = 220.00' K = 59 V P I 1 6 9 + 3 4 . 1 5 E L 5 9 7 . 0 3 -4 . 51%+3.04% VC = 450.00' K = 60 V P I 1 7 3 + 9 5 . 9 1 E L 6 1 1 . 0 9 +3.04%-1.00% VC = 150.00' K = 37 TEMPORARY PAVING END PHASE I STA 123+17.00 @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE PROPOSED GROUND @ â„„ GLADE EXISTING GROUND @ â„„ GLADE PROPOSED GROUND E L 6 0 9 . 9 4 S T A 1 7 5 + 1 0 . 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 E L 6 2 5 . 0 0 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 2 4 . 6 9 V P C 1 2 1 + 5 2 . 8 6 E L 6 2 3 . 8 8 V P T 1 2 2 + 5 2 . 8 6 E L 6 1 5 . 0 7 V P C 1 3 0 + 9 1 . 5 3 E L 6 1 3 . 0 2 V P T 1 3 2 + 1 2 . 5 3 E L 6 0 6 . 8 2 V P C 1 3 4 + 7 6 . 4 7 E L 6 0 4 . 0 5 V P T 1 3 5 + 7 6 . 4 7 E L 6 0 0 . 9 0 V P C 1 3 6 + 7 4 . 8 5 E L 5 9 8 . 2 7 V P T 1 3 7 + 7 4 . 8 5 E L 5 9 2 . 4 3 V P C 1 4 0 + 5 6 . 2 5 E L 5 9 6 . 8 8 V P T 1 4 4 + 5 6 . 2 5 E L 6 2 8 . 1 9 V P C 1 5 1 + 4 0 . 0 0 E L 6 3 4 . 5 2 V P T 1 5 4 + 8 0 . 0 0 E L 6 3 2 . 4 3 V P C 1 5 6 + 7 8 . 9 2 E L 6 3 0 . 9 7 V P T 1 5 7 + 7 8 . 9 2 E L 6 2 4 . 3 3 V P C 1 6 1 + 3 5 . 0 8 E L 6 2 2 . 7 5 V P T 1 6 2 + 5 6 . 0 8 E L 6 2 2 . 6 0 V P C 1 6 2 + 7 5 . 5 8 E L 6 1 6 . 8 1 V P T 1 6 4 + 9 5 . 5 8 E L 6 0 7 . 1 8 V P C 1 6 7 + 0 9 . 1 5 E L 6 0 3 . 8 8 V P T 1 7 1 + 5 9 . 1 5 E L 6 0 8 . 8 1 V P C 1 7 3 + 2 0 . 9 1 E L 6 1 0 . 3 4 V P T 1 7 4 + 7 0 . 9 1 BEGIN PHASE I TEMPORARY PAVING RECONSTRUCTION STA 121+00.00 END PHASE I FULL @ â„„ GLADE (PHASE I) PROPOSED GROUND 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 x xxxxxx x xxx x xx x xx x x x x x xx xxx xxxx xx x xx x xxxx x xxx x x x x x x xxxx x x xx xx xxx x x x x x xxxxx x xxx x x x x x x x xx xxxxx x xxx x xx x x x x xxx 6 2 3 . 3 8 6 2 2 . 8 6 6 2 2 . 3 3 6 2 1 . 8 1 6 2 1 . 2 8 6 2 0 . 7 6 6 2 0 . 2 3 6 1 9 . 7 1 6 1 9 . 1 8 6 1 8 . 6 6 6 1 8 . 1 3 6 1 7 . 6 1 6 1 7 . 0 8 6 1 6 . 5 6 6 1 6 . 0 3 6 1 5 . 5 1 6 1 4 . 9 8 6 1 4 . 2 8 6 1 3 . 3 0 6 1 2 . 1 4 6 1 0 . 9 6 6 0 9 . 7 9 6 0 8 . 6 2 6 0 7 . 4 4 6 0 6 . 2 5 6 0 4 . 8 7 6 0 3 . 3 0 6 0 1 . 7 0 6 0 0 . 1 3 5 9 8 . 8 2 5 9 7 . 7 5 5 9 6 . 7 1 5 9 5 . 6 7 5 9 4 . 6 3 5 9 3 . 6 0 5 9 2 . 5 6 5 9 1 . 6 7 5 9 1 . 1 9 5 9 1 . 0 9 5 9 1 . 4 0 5 9 2 . 1 1 5 9 3 . 2 1 5 9 4 . 7 1 5 9 6 . 6 1 5 9 8 . 7 6 6 0 0 . 9 1 6 0 3 . 0 6 6 0 5 . 2 1 6 0 7 . 3 6 6 0 9 . 5 8 6 1 1 . 9 6 6 1 4 . 3 5 6 1 6 . 7 4 6 1 9 . 1 2 6 2 1 . 5 1 6 2 3 . 8 9 6 2 6 . 2 8 6 2 8 . 6 6 6 3 0 . 7 4 6 3 2 . 4 0 6 3 3 . 6 3 6 3 4 . 4 3 6 3 4 . 8 1 6 3 4 . 7 5 6 3 4 . 3 1 6 3 3 . 7 8 6 3 3 . 2 6 6 3 2 . 7 3 6 3 2 . 1 9 6 3 1 . 4 8 6 3 0 . 5 8 6 2 9 . 6 5 6 2 8 . 7 1 6 2 7 . 7 8 6 2 6 . 8 5 6 2 5 . 9 2 6 2 4 . 9 8 6 2 4 . 0 6 6 2 3 . 3 1 6 2 2 . 7 9 6 2 2 . 3 7 6 2 1 . 5 7 6 2 0 . 3 4 6 1 8 . 6 9 6 1 6 . 6 1 6 1 4 . 3 6 6 1 2 . 1 0 6 0 9 . 8 5 6 0 7 . 5 9 6 0 5 . 4 8 6 0 3 . 7 7 6 0 2 . 4 9 6 0 1 . 6 3 6 0 1 . 1 9 6 0 1 . 1 6 6 0 1 . 5 6 6 0 2 . 3 7 6 0 3 . 6 1 6 0 5 . 1 3 6 0 6 . 6 5 6 0 8 . 1 7 6 0 9 . 5 8 6 1 0 . 3 7 6 1 0 . 4 9 6 1 0 . 0 5 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 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 GLADE ROAD D R I V E E C R A N B R O O K 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 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 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 P O O L R D 6' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 8' TRAIL8' TRAIL 8' TRAIL 6' TRAIL8' TRAIL 8' TRAIL8' TRAIL PROPOSED CULVERT EXTENSION MAX HEIGHT = 2' PROPOSED RETAINING WALL PHASE 2 - OPTION 3 OPTION 3 T R A I L B E L D O N OPT 3 MAX HEIGHT = 2' PROPOSED RETAINING WALL P A T T E R S O N L A N E B I L L S I M M O N S R O A D B E H R E N S C O U R T B E H R E N S R O A D EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK EXISTING 10' TRAIL TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING CURB & GUTTER PROPOSED CURB & G UT TER (650 LF) PROPOSED CURB & G UT TER (240 LF) LEGEND x WOOD FENCE 130 LF PROPOSED FENCE AND RETAINING WALL 130 LF PROPOSED WOOD CHAINLINK FENCE 200 LF PROPOSED WOOD FENCE 132 LF PROPOSED BRICK FENCE 25 LF PROPOSED 8' TRAIL8' TRAIL GUTTER CURB &RIBBON CURB GUTTER CURB &RIBBON CURB