Appendix B Example Project Designs and Engineers Opinion of Costs
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1 Appendix B Example Project Designs and Engineers Opinion of Costs 32 nd Street from E. 2 nd to Main Avenue CR 251 and CR th Street Sidewalk Improvements 15 th Street Improvements Intermodal Facility and Project LIVE
2 PLAN SITE PLAN - 32ND ST (ZONE 2) Drafted: Checked: TM KF 0/1/ OF SP-1 File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\32ND SITE PLAN Plotted: /10/2012 2:0 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY
3 32nd St Improvement Project CODE ITEM DESCRIPTION UNIT AMOUNT PRICE COST 1 Mobilization Lump Sum 1 $ 8, $ 8, Removal of Structures Lump Sum 2 $ 1, $ 3, Asphalt Milling Square Yards 3850 $ 2.5 $ 10, Sidewalk Removal SquareYards 400 $ 8.50 $ 3, Curb and Gutter Removal Linear Foot 325 $ 5.00 $ 1, Aggregate Base Course (Class 6) Tons 100 $ $ 2, Hot Bituminous Pavement (Grading SX) (5) (PG Tons 625 $ $ 65, Sidewalk (assume 6") Square Yard 500 $ $ 15, " Concrete Pan LF 50 $ $ 1, Curb and Gutter Linear Foot 325 $ $ 6, ADA Ramp Ea. 8 $ $ 4, Driveway Aprons Ea. 4 $ 1, $ 6, Railroad Crossing Linear Foot 65 $ $ 32, Storm Drain Inlet Ea. 2 $ 1, $ 2, Landscape Strip Square Foot 1000 $ 5.00 $ 5, Signage and Striping Lump Sum 1 $ 5, $ 5, MP Lump Sum 1 $ 5, $ 5, Traffic Control Lump Sum 1 $ 10, $ 10, Survey Engineering Lump Sum 1 $ 15, $ 20, Total Construction $ 208, % Contingency $ 41,4.50 Total Cost $ 250, Multi Modal Transportation Master Plan Key Projects Engineers Opinion of Cost - 32th St. from E. 2nd to Main Ave. Improvements
4 TIE INTO EXISTING 5' SIDEWALK, TAPER OUT TO 10' WIDTH EXISTING CROSALK DRIVEWAY APRON (TYP) 34' ROADWAY 10' MIXED USE SIDEWALK 6' BUFFERED BIKE LANE NOTE: DESIGN FOR THESE ROAD IMPROVEMENTS HAS JUST BEGUN THROUGH THE LAPLATA ROAD & BRIDGE DEPARTMENT AND A PRIVATE CONSULTING FIRM. THE INITIALLY PROPOSED CROSS SECTION INCLUDED (2) 11' TRAVEL LANES, 5' SHOULDERS, AND A DETACHED 10' MULTI-USE PATH. THIS EXHIBIT MODIFIES THE COUNTY PROPOSED SECTION AND INCLUDES 6' BUFFERED BIKE LANES RATHER THAN 5' SHOULDERS TO IMPROVE BIKER ACCESS AND SAFETY. THE MULTI-USE PATH IS SHOWN ON THE SOUTHSIDE OF THE ROAD AS THERE IS MORE DEVELOPMENT ON THE SOUTHSIDE, THUS THE SOUTHSIDE PATH ALLOWS FOR BETTER CONNECTIVITY WITHOUT THE NEED TO CROSS CR 251. PLAN 5' LANDSCAPE STRIP TIE INTO EXISTING CURB AND GUTTER MATCHLINE STA: 8+4 MATCHLINE STA: 1+48 INSTALL WAYFINDING SIGNAGE QUASAR STREET EXTENSION (SOFT GRAVEL TRAIL CONNECTION) ' MIXED USE SIDEWALK 5' LANDSCAPE STRIP 34' ROADWAY 6' BUFFERED BIKE LANE CONCRETE PAN ACROSS DRIVEWAY (TYP) 6' BUFFERED BIKE LANE 11' TRAVEL LANE 6' BUFFERED BIKE LANE 11' TRAVEL LANE CURB AND GUTTER (TYP) MATCHLINE STA: MATCHLINE STA: 8+4 MATCHLINE STA: 1+48 SITE PLAN - CR 251 (ZONE 3,) Drafted: Checked: TM KF 0/1/ OF SP-2A File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\CR 251 SITE PLAN Plotted: /10/2012 2:40 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY
5 25+00 NOTE: DESIGN FOR THESE ROAD IMPROVEMENTS HAS JUST BEGUN THROUGH THE LAPLATA ROAD & BRIDGE DEPARTMENT AND A PRIVATE CONSULTING FIRM. THE INITIALLY PROPOSED CROSS SECTION INCLUDED (2) 11' TRAVEL LANES, 5' SHOULDERS, AND A DETACHED SIDEWALK ON BOTH SIDES. THIS EXHIBIT MODIFIES THE COUNTY PROPOSED SECTION TO INCLUDE 6' BUFFERED BIKE LANES TO IMPROVE BIKER ACCESS AND SAFETY. MATCHLINE STA: DRIVEWAY APRON (TYP) PLAN TRANSIT STOP TO FLORIDA ROAD TIE INTO EXISTING IMPROVEMENTS ON CR 250 CONSTRUCTED DURING FLORIDA ROAD CONSTRUCTION 11' CENTER TURN LANE 11' TRAVEL LANE 6' BUFFERED BIKE LANE 6' BUFFERED BIKE LANE 5' LANSDSCAPE STRIP 11' TRAVEL LANE 8' SIDEWALK ONLY 2+00 ONLY 65' TURN POCKET PEDESTRIAN CROSALK MARKING (TYP) ADA RAMP REDIRECT TAPER, 8' WIDE, 160' LENGTH TIE INTO EXISTING CURB, GUTTER, AND SIDEWALK TRANSITION/TAPER BACK AND TIE INTO EXISTING ASPHALT 8' SIDEWALK 5' LANDSCAPE STRIP 40' ROADWAY FUTURE CITY STREET TO BE CONSTRUCTED UPON ANIMAS ROAD STORAGE REDEVELOPMENT SITE PLAN - CR 250 AND 251 (ZONE 3,) Drafted: Checked: TM KF 0/1/ OF SP-2B File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\CR 251 SITE PLAN Plotted: /10/2012 2:42 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY
6 Drafted: TM Checked: KF 0/1/ OF SP-2C OVERALL SITE PLAN - CR 250 & 251 (ZONE 3,) File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\CR 251 SITE PLAN Plotted: /10/2012 2:11 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY PLAN
7 CR 251 / 250 Improvement Project CODE ITEM DESCRIPTION UNIT AMOUNT PRICE COST 1 Mobilization Lump Sum 1 $ 50, $ 50, Clearing and Grubbing Acre 3 $ 3, $ 10, Removal of Structures Lump Sum 2 $ 1, $ 3, Aggregate Base Course (Class 2) Tons 150 $ $ 40, Aggregate Base Course (Class 6) Tons 2600 $ $ 65, Hot Bituminous Pavement (Grading SX) (5) (PG 58-28) Tons 2500 $ $ 262, Sidewalk (assume 6") Square Yard 4300 $ $ 135, Curb and Gutter Linear Foot 160 $ $ 35, ADA Ramp Ea. 4 $ $ 2, Driveway Aprons Ea. 14 $ 1, $ 21, Storm Drain Inlet Ea. 2 $ 1, $ 2, Landscape Strip Square Foot 8800 $ 2.50 $ 22, Native Seeding Acre 2 $ 1, $ 2, Signage and Striping Lump Sum 1 $ 25, $ 25, MP Lump Sum 1 $ 50, $ 50, Traffic Control Lump Sum 1 $ 50, $ 50, Survey Engineering Lump Sum 1 $ 115, $ 115, Total Construction $ 891, % Contingency $ 18, Total Cost $ 1,069, Multi Modal Transportation Master Plan Key Projects Engineers Opinion of Cost - CR 251 and CR 250
8 PLAN SITE PLAN - 9TH ST (ZONE 6) Drafted: Checked: TM KF 0/1/ OF SP-3 File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\9TH ST AND PROJECT LIVE SITE PLAN Plotted: /10/2012 2:02 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY
9 9th St Improvement Project Code ITEM DESCRIPTION UNIT AMOUNT PRICE COST 1 Mobilization Lump Sum 1 $ 5, $ 5, Removal of Structures Lump Sum 1 $ 1, $ 1, Sidewalk Removal SquareYards 200 $ 8.50 $ 1, Curb and Gutter Removal Linear Foot 260 $ 5.00 $ 1, Aggregate Base Course (Class 6) Tons 105 $ $ 2, Sidewalk (assume 6") Square Yard 350 $ $ 11, Curb and Gutter Linear Foot 540 $ $ 10, ADA Ramp Each $ $ 3, Removal of Stairs / Ramp Installation Lump Sum 1 $ 5, $ 5, Driveway Aprons Each 2 $ 1, $ 3, Storm Drain Inlet - reset Each 1 $ 1, $ 1, Irrigation Vault cover Each 1 $ $ Landscape Strip Square Foot 500 $ 5.00 $ 2, Signage and Striping Lump Sum 1 $ 15, $ 15, MP Lump Sum 1 $ 5, $ 5, Traffic Control Lump Sum 1 $ 10, $ 10, Survey Engineering Lump Sum 1 $ 15, $ 15, Subtotal $ 94, % Contingency $ 18, Total Cost $ 113, Multi Modal Transportation Master Plan Key Projects Engineers Opinion of Cost - 9th St. Improvements
10 PLAN NOTE: IMPROVEMENTS TO INCLUDE FULL RECONSTRUCTION OD ASPHALT ON 15TH STREET SITE PLAN - 15TH ST AND E 2ND AVE (ZONE 6) Drafted: Checked: TM 0/1/ OF SP-4 File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\15TH AND 2ND SITE PLAN Plotted: /10/2012 2:21 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY
11 15th St and E 2nd Ave Improvement Project CODE ITEM DESCRIPTION UNIT AMOUNT PRICE COST 1 Mobilization Lump Sum 1 $ 8, $ 8, Removal of Structures Lump Sum 4 $ 1, $ 6, Sidewalk Removal SquareYards 320 $ 8.50 $ 2, Asphalt Removal Square Yards 200 $ $ 2, Curb and Gutter Removal Linear Foot 630 $ 5.00 $ 3, Aggregate Base Course (Class 6) Tons 160 $ $ 3, Sidewalk (assume 6") Square Yard 525 $ $ 16, Curb and Gutter Linear Foot 1000 $ $ 20, Raised Medain Square Yard 60 $ $ 1, ADA Ramp Ea. 6 $ $ 3, Driveway Aprons Ea. 3 $ 1, $ 4, Storm Drain Inlet - reset Ea. 3 $ 1, $ 3, Landscape Strip Square Foot 2500 $ 5.00 $ 12, Railroad Crossing Linear Foot 120 $ $ 60, Signage and Striping Lump Sum 1 $ 15, $ 15, MP Lump Sum 1 $ 5, $ 5, Traffic Control Lump Sum 1 $ 25, $ 25, Survey Engineering Lump Sum 1 $ 25, $ 25, Subtotal $ 216, % Contingency $ 43, Total Cost $ 260,33.00 Multi Modal Transportation Master Plan Key Projects Engineers Opinion of Cost - 15th St. Improvements
12 PLAN Project LIVE (Livability Inspiring Vitality and Efficiency) proposes the construction of an 118,200 square foot LEED certified, two-level intermodal facility integrated with the existing Transit Center. The facility will: 1. Provide storage for the transit fleet [8,000 sq ft] 2. Serve as a park and ride for regional transit commuters 3. Provide secure, covered, and heated bicycle storage [2500 sq ft] 4. House a bike-share program where bikes are loaned on an hourly/daily basis to provide connectivity and end of trip transportation options for transit users 5. Provide 12 charging stations for electric vehicles [2400 sq ft] 6. Provide transit related retail space [2,000 sq ft]. Allow for revenue space funding transit [30,600 sq ft] 8. Allow for Fee In Lieu Parking for infill housing development 9. Reduce greenhouse gas emissions by eliminating deadhead miles from our transit fleet 10. Increase mobility options for passengers of the numerous regional services served by the Transit Center including: Ignacio Road Runner, Durango Mountain Resort, and Durango Transit SITE PLAN - PROJECT LIVE (ZONE 6) Drafted: Checked: TM KF 0/1/2012 OF SP-5 File Name: R:\Current Projects\Land Projects 3\Durango Multimodal Master Plan\ACAD\Level 3 Production Dwgs\9TH ST AND PROJECT LIVE SITE PLAN Plotted: /10/2012 2:50 PM Plot Style: HALF.STB Plotted By: KELLY FEARNEY
13 Project LIVE Pedestrian Overpass and Trial Connection CODE ITEM DESCRIPTION UNIT AMOUNT PRICE COST 1 Mobilization Lump Sum 1 $ 50, $ 50, Pedestrian Overpass of Camino Del Rio Lump Sum 1 $ 00, $ 400, Aggregate Base Course (Class 6) Tons 50 $ $ 1, Trial Connection (6" Concrete) Square Yard 150 $ $ 4, Easement/ROW Acquisition Square Feet 3000 $ $ 45, MP Lump Sum 1 $ 15, $ 15, Traffic Control Lump Sum 1 $ 15, $ 15, Survey Engineering Lump Sum 1 $ 5, $ 5, Total Construction $ 605, % Contingency $ 121, Total Cost $ 2, CODE ITEM DESCRIPTION UNIT AMOUNT PRICE COST 9 Intermodal Facility Lump Sum 1 $ 11,544, $ 11,544, Multi Modal Transportation Master Plan Key Projects Engineers Opinion of Cost - Intermodal Facility and Project LIVE
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