Name Roads Station Distance Miles

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Myron McBride
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1 Name Roads Station Distance Miles Saw Mill to San Mateo to San Mateo to Alamo to Alamo to NM to Sidewalk and Curb Only Rabbit to San Mateo to Not used in City Commuter Reversible Alta Vista to Hickox St to Total of to For Paving Roads information was used from Pinon Hills Project P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesGeneral Infomation & Assumption

2 Reduce Number of Lanes Alternative Removal of pavement (Distance x 14 Feet) Striping Needed (Number of lines x Applicatons) Curb and Gutter / Sidewalk Distance x miles or 7300 feet 7300 feet in distance Information miles or feet feet in distance Sement 2 Information miles or 4350 feet 4350 feet in distance 8700 Information Driveways Closed: Total Price Conc Curb and Gutt 6"x24' $27, Concrete Sidewalk 4" $74, Inlets 18 $135, Conc Curb and Gutt 6"x24' $47, Concrete Sidewalk 4" $129, Inlets 74 $555, Conc Curb and Gutt 6"x24' $16, Concrete Sidewalk 4" $44, Inlets 6 $45, Total for each segment: Total Prices RETROREFLECTORIZED PAINTED MARKINGS $7, RETROREFLECTORIZED PAINTED MARKINGS $13, RETROREFLECTORIZED PAINTED MARKINGS $4, Signage for Each Segment Total Prices R Bike Lane 14 $ R3 17a 30 Ahead (Below Bike Lane Sign) 1 $33.38 R3 17b 30 Ends (Below Bike Lane Sign) 1 $ RETROREFLECTORIZED PREFORMED PATTERNED PAVEMENT MARKING BIKE SYMBOL 14 $2, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 135 feet needed $ Signage Quanity R Bike Lane 34 $2, R3 17a 30 Ahead (Below Bike Lane Sign) 0 R3 17b 30 Ends (Below Bike Lane Sign) RETROREFLECTORIZED PREFORMED PATTERNED PAVEMENT MARKING BIKE SYMBOL 34 $7, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 206 feet needed $1, Signage Quanity R Bike Lane 10 $ R3 17a 30 Ahead (Below Bike Lane Sign) 1 $33.38 R3 17b 30 Ends (Below Bike Lane Sign) 1 $ RETROREFLECTORIZED PREFORMED PATTERNED PAVEMENT MARKING BIKE SYMBOL 10 $2, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 105 Feet needed $ Removal of Pavement Total Prices Removal of Surfacing $56, Removal of Curb&Gutter $90, Removal of Surfacing $98, Removal of Curb&Gutter $157, Removal of Surfacing $33, Removal of Curb&Gutter $54, $397, $1,012, $202, $496, $1,265, $252, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesReduce Number of Lanes

3 25 General Purpose Lane Addition Roadway (Segment Miles x 5 Million) Traffic Signals x $500,000 Length Traffic Signals $6,912, $1,500, Length Traffic Signals $11,979, $4,000, Length Traffic Signal $4,119, $500, $8,412, $15,979, $4,619, $10,516, $19,973, $5,774, Assumptions: Reconstruction estimated at $5 Million a mile Traffic Signals $500,000 each ROW not included P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesGeneral Purpose Add

4 Lane Conversion to Dedicated Bus Lane Striping Needed (Number of lines x Applicatons) Solid White Line Wide Width (6") 7300 feet in distance Information feet in distance Sement 2 Information feet in distance Information Total for each segment: Total Prices RETROREFLECTOR PAINTED MARKINGS 6" $81, RETROREFLECTOR PAINTED MARKINGS 6" $140, RETROREFLECTOR PAINTED MARKINGS 6" $48, Assume $1.85 for 6" stripping Signage for Each Segment Total Prices R3 10a 30 Bus Lane Ahead 1 $ R3 11b 30 Buses Only M F 13 $1, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 133 feet $ Retro Word "Bus" and Only" 30 $6, R3 10a 30 Bus Lane Ahead 0 R3 11b 30 Buses Only M F 28 $3, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 266 feet $1, Retro Word "Bus" and Only" 56 $11, R3 10a 30 Bus Lane Ahead 1 $ R3 11b 30 Buses Only M F 4 $ STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 47.5 feet $ Retro Word "Bus" and Only" 20 $4, $89, $157, $53, Does Not Include Bus Stop Signage $112, $196, $66, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesDedicated to Bus

5 Transit Lane Addition Roadway (Segment Miles x 5 Million) Traffic Signals x $500,000 Length Traffic Signals $6,912, $1,500, Length Traffic Signals $11,979, $4,000, Length Traffic Signal $4,119, $500, $8,412, $15,979, $4,619, $10,516, $19,973, $5,774, Assumptions: Reconstruction estimated at $5 Million a mile Traffic Signals $500,000 each ROW not included P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesTransit Lane Add

6 Lane Conversion to Dedicated HOV Striping Needed (Number of lines x Applicatons) Striping Needed (Number of lines x Applicatons) Solid White Line Wide Width (6") Solid Yellow Lines 7300 feet in distance 7300 Feet in distance Information feet in distance feet in distance Sement 2 Information feet in distance 4350 feet in distance Information Total for each segment: Total Prices RETROREFLECTORIZED PAINTED MARKINGS $1, RETROREFLECTORIZED PAINTED MARKINGS 6" $81, RETROREFLECT PAINTED MARK (Diamond) 6" 15 $ RETROREFLECTORIZED PAINTED MARKINGS $2, RETROREFLECTORIZED PAINTED MARKINGS 6" $140, RETROREFLECT PAINTED MARK (Diamond) 6" 28 $1, RETROREFLECTORIZED PAINTED MARKINGS 8700 $ RETROREFLECTORIZED PAINTED MARKINGS 6" $48, RETROREFLECT PAINTED MARK (Diamond) 6" 10 $ Assume $1.85 for 6" stripping Signage for Each Segment Quantity Prices R HOV Ahead 1 $ R3 12a 30 HOV Land Ends 1 $ R3 12b 30 Hov Lane Ends 1/2 mile 1 $ R3 11c 30 HOV 24 Hours 13 $1, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 152 feet $1, R HOV Ahead 0 R3 12a 30 HOV Land Ends 0 R3 12b 30 Hov Lane Ends 1/2 mile 0 R3 11c 30 HOV 24 Hours 28 $3, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 266 feet $1, R HOV Ahead 1 $ R3 12a 30 HOV Land Ends 1 $ R3 12b 30 Hov Lane Ends 1/2 mile 1 $ R3 11c 30 HOV 24 Hours 4 $ STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 66.5 feet $ $85, $149, $50, $107, $186, $63, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesDedicated to HOV

7 Expressway with Frontage Roads Roadway (Segment Miles x 10 Million) Interchanges x 10 Million Traffic Signals x $500,000 Length Interchanges 4 Intersections (8 signals) $13,825, $50,000, $4,000, Length Interchanges 4 Intersections (8 signals) $23,958, $40,000, $4,000, Length Interchanges 1 Intersection (2 signals) $8,238, $20,000, $1,000, $67,825, $67,958, $29,238, $84,782, $84,947, $36,548, Assumptions: Expressway construction estimated at $10 Million a mile Interchanges $10 Million each Traffic Signals $500,000 each (2 at each intersection) ROW not Included P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesExpress with Frontage

8 Lane Conversion to Reversible Lane Through Comm. Median Removal 18' Wide Paving Median 18' Wide 4 Double Yellow Dashed Lines 6" Wide (10:30 Ratio x Applications) 7300 Feet in distance 7300 Feet in distance 7300 Feet in Distance Information Feet in distance Feet in distance Feet in Distance Information Feet in distance 4350 Feet in distance 4350 Feet in Distance Information Striping for Each Segment Total Prices Retroreflect Pavement striping 6" yellow $54, Retroreflect Pavement striping 6" yellow $93, Retroreflect Pavement striping 6" yellow $32, Assume $1.85 for 6" stripping Signage for Each Segment Total Prices R3 9h 108 Begin Reverse 400ft 1 $ R3 9g 108 End Reverse 400ft 1 $ R3 9i 108 End Reverse Lane 1 $ R3 9d 108 Three way sign 12 $9, R3 9f 30 Do Not Use 12 $1, Overhead Sign Structure, Bridge Type, 30 inch 8 $760, Drilled Shaft Foundation, 54" D 16 $131, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 133 feet $ R3 9d 108 Three way sign 18 $14, R3 9f 30 Do Not Use 20 $2, Overhead Sign Structure, Bridge Type, 30 inch 10 $950, Drilled Shaft Foundation, 54" D 20 $164, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 133 feet $ R3 9h 108 Begin Reverse 400ft 1 $ R3 9g 108 End Reverse 400ft 1 $ R3 9i 108 End Reverse Lane 1 $ R3 9d 108 Three way sign 7 $5, R3 9f 30 Do Not Use 8 $ Overhead Sign Structure, Bridge Type, 30 inch 4 $380, Drilled Shaft Foundation, 54" D 8 $65, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 133 feet $ Total Price for Paving 18' Wide Total Square Yards Tons Prices Subgrade Prep $15, Base Course $211, PMBP SP II Complete $76, Perform Grade Bitum Mat'l $492, HYD Lime $29, Tack Coat $ Prime Coat $ Subgrade Prep $27, Base Course $366, PMBP SP II Complete $133, Perform Grade Bitum Mat'l $854, HYD Lime $51, Tack Coat $ Prime Coat $ Subgrade Prep 8700 $9, Base Course $125, PMBP SP II Complete $45, Perform Grade Bitum Mat'l $293, HYD Lime $17, Tack Coat $ Prime Coat $ Removal for 18' Median Total Prices Removal of Structures and Obstructions $14, Removal of Structures and Obstructions $103, Removal of Structures and Obstructions $13, Total Prices Total 25% Contingency Added $1,800, $2,762, $993, $2,251, $3,452, $1,242, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesReversible Through

9 Lane Conversion to Reversible Lane City Comm. Median Removal 18' Wide Paving Median 18' Wide 4 Double Yellow Dashed Lines 6" Wide (10:30 Ratio x Applications) 7300 Feet in distance 7300 Feet in distance 7300 Feet in Distance Information Feet in distance (minus Alta to Hickox) 8750 Feet in distance 8750 Feet in Distance Information Feet in distance 4350 Feet in distance 4350 Feet in Distance Information Striping for Each Segment Total Prices Retroreflect Pavement striping 6" yellow $54, Retroreflect Pavement striping 6" yellow $64, Retroreflect Pavement striping 6" yellow $32, Assume $1.85 for 6" stripping Signage for Each Segment Total Prices R3 9h 108 Begin Reverse 400ft 1 $ R3 9g 108 End Reverse 400ft 1 $ R3 9i 108 End Reverse Lane 1 $ R3 9d 108 Three way sign 12 $9, R3 9f 30 Do Not Use 12 $1, Overhead Sign Structure, Bridge Type, 30 inch 8 $760, Drilled Shaft Foundation, 54" D 16 $131, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 133 feet $ R3 9d 108 Three way sign 12 $9, R3 9f 30 Do Not Use 14 $1, Overhead Sign Structure, Bridge Type, 30 inch 7 $665, Drilled Shaft Foundation, 54" D 14 $115, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 147 feet $1, R3 9h 108 Begin Reverse 400ft 1 $ R3 9g 108 End Reverse 400ft 1 $ R3 9i 108 End Reverse Lane 1 $ R3 9d 108 Three way sign 7 $5, R3 9f 30 Do Not Use 8 $ Overhead Sign Structure, Bridge Type, 30 inch 4 $380, Drilled Shaft Foundation, 54" D 8 $65, STEEL POST & BASE POST FOR ALUMINUM PANEL SIGNS 133 feet $ Total Price for Paving 18' Wide Total Square Yards Tons Prices Subgrade Prep $15, Base Course $211, PMBP SP II Complete $76, Perform Grade Bitum Mat'l $492, HYD Lime $29, Tack Coat $ Prime Coat $ Subgrade Prep $18, Base Course $253, PMBP SP II Complete $92, Perform Grade Bitum Mat'l $590, HYD Lime $35, Tack Coat $ Prime Coat $ Subgrade Prep 8700 $9, Base Course $125, PMBP SP II Complete $45, Perform Grade Bitum Mat'l $293, HYD Lime $17, Tack Coat $ Prime Coat $ Removal for 18' Median Total Prices Removal of Structures and Obstructions $14, Removal of Structures and Obstructions $64, Removal of Structures and Obstructions $13, Total Prices Total 25% Contingency Added $1,800, $1,912, $993, $2,251, $2,391, $1,242, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesReversible City

10 Split Level Expressway Alternative Roadway (Segment Miles x 70 Million) Interchanges x 10 Million Traffic Signals x $500,000 Length Interchanges 2 Intersections (4 signals) $96,780, $30,000, $2,000, Length Interchanges 3 Intersections (6 signals) $167,708, $30,000, $3,000, Length Interchanges 1 Intersection (2 signals) $57,670, $20,000, $1,000, $128,780, $200,708, $78,670, $160,975, $250,885, $98,338, Assumptions: Expressway construction estimated at $70 Million a mile Interchanges $10 Million each Traffic Signals $500,000 each (2 at each intersection) ROW not included P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesSplit Level

11 Reduce Lane Width Alternative Striping Needed (Number of lines x Applicatons) Striping Needed (Number of lines x Applicatons) Solid White Line Dashed White Line 7300 feet in distance 7300 Feet in distance x 1/3 Information feet in distance feet in distance x 1/3 Sement 2 Information feet in distance 4350 feet in distance x 1/3 Information Total for each segment: Total Prices RETROREFLECTORIZED PAINTED MARKINGS $6, RETROREFLECTORIZED PAINTED MARKINGS $11, RETROREFLECTORIZED PAINTED MARKINGS $3, $6, $11, $3, $8, $14, $4, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesReduce Lane Width

12 Vehicle and Access Control Alternative Median Added to Station (Length x Width) Paving Lane 12' Wide White Striped Line Only Station to 151+oo feet Station to Station to Station to Driveways Closed: 15 Driveways at 30' Standard Width Total Prices Conc Curb and Gutt 6"x24' 450 $7, Concrete Sidewalk 4" 450 $20, Total Price for Median Added Total Prices Conc Med Pvmt 4" (Colrd&Patn) $83, Conc Barr Curb & Gut D 6"x18" $24, Price for Striping (3 coats) Striping 200 $ Left Turn Arrow 2 $ RetroReflect Word (Only) 1 $ Total Price for Paving 12' Wide Total Square Yards Tons Prices Subgrade Prep $ Base Course $3, PMBP SP II Complete $1, Perform Grade Bitum Mat'l $9, HYD Lime $ Tack Coat $ Prime Coat $3.43 Total for Whole Project Total 25% Contingency Added $151, $189, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesVehicle Access Control Alt

13 Curb/Sidewalk for Rabbit to San Mateo Rabbit to San Mateo Total Prices to ( difference) For both sides Conc Barr Curb & Gut B 6" x 24" $420, Concrete Sidewalk 4" $1,152, Total Prices Total 25% Contingency Added Rabbit to San Mateo $1,573, $1,966, P:\070131\Trans\Study\Analysis\spreadsheets\EstimatesRabbit to San Mateo

APPENDIX G SIGNAGE AND STRIPING SUPPLEMENT

APPENDIX G SIGNAGE AND STRIPING SUPPLEMENT DOUGLAS COUNTY SIGNAGE AND STRIPING SUPPLEMENT TO DOUGLAS COUNTY ROADWAY DESIGN & CONSTRUCTION STANDARDS UPDATED MAY 2018 TABLE OF CONTENTS 1.00: GENERAL REQUIREMENTS...