LABE 10(1) - plan set.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2021.09.03 10:28:07 -06'00'

+0

+0

10+000

20+

+0

N

1/

:1 :1

P M

N

C A la b e (1

R o a d w a y

R e p a c k a g e

C A

D

S h e e t s

A s h e e t s P

L A la b e

1.

d g n

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA A.4

LAVA BEDS MAIN ROAD

SITE PLAN

W

PRA LABE 10(1)

NPS Package Nos. 7322, 16006, 54013

.0 area)

(Available staging

See sheet C.6

Quarry Dump Road

See sheet C.11

Schedule A

Parallel Parking Areas

See sheet C.13

Schedule A

Devils Homestead Lava Flow Overlook Parking Area

See sheet C.15

End Option V

Sta. 20+849.112

See sheet D.12

Option V

Gillems Camp Parking Area

See sheet C.9

Schedule A

Fleener Chimneys Road

See sheet C.10

Schedule A

Black Crater/Thomas-Wright Battlefield Parking Area

See sheet C.8

Schedule A

Balcony/Boulevard Caves Parking Area

Sheet sheet C.7

Schedule A

Schonchin Butte Road

See sheet D.8

Schedule A

Merrill Ice Cave Road

See sheet C.6

Schedule A

Medicine Lake Road

See sheet C.6

Schedule A

Bunchgrass Trail Parking Area

See sheet D.1

Schedule A

Valentine Cave Road

See sheet C.1

Begin Schedule A

Sta 0+000

Schedule A

Option V

Valentine Cave Road

Campground Road

Visitor Center and Cave Loop Road

Bunchgrass Trail Parking Area

Medicine Lake Road

Skull Cave Road

Merrill Ice Cave Road

Schonchin Butte Road

Balcony/Boulevard Caves Parking Area

Fleener Chimneys Road

Black Crater/Thomas-Wright Battlefield Parking Area

Parallel Parking Areas

Gillems Camp Parking Area

Facility Maintenance Parking Area

Option Y

Option Z

See sheet D.2

Campground Road (Schedule A)

See sheet C.5

Indian Well Cave Parking Area (Schedule A)

Begin Option V

End Schedule A

Sta. 17+201

Devils Homestead Lava Flow Overlook Parking Area

Indian Wells Cave Parking Area

See sheets D.7 to D.8

Schedule A

Skull Cave Road

See sheet D.18

Residence Spur Road (Option Y)

See sheet D.19

Facility Maintenance Road (Option Z)

See sheets D.3 to D.5

Schedule A

Cave Loop Road

Visitors Center and

See sheet D.6

Schedule A

Parking Area

Visitor Center

Visitor Center Parking Area

See sheet D.17

Research Center Road (Option Y)

A.10

Main Road Sta 0+000 - 17+201

Main Road Sta. 17+201 - 20+849.112

Residence Spur Road Sta. 160+009 - 160+533.5

Research Center Road Sta. 190+000 - 190+113

Facility Maintenance Road Sta. 170+000 - 170+095

TYPICAL SECTION

NOTES:

TYPICAL SECTION

6.9 - 8.1 m existing width

Traveled way Traveled way

3.3 m3.3 m

Sta. 0+000 to 6+035

Main Road

Profile grade

Fog seal match existing match existingexisting slope

Variable

Tack Coat

125 Pulverized Asphalt

Varies

Varies

Traveled way Traveled way

3.3 m3.3 m

Profile grade

Fog seal match existing match existingexisting slope

Variable

Tack Coat

Varie s Varies

Vari es Varies

A.5

C o n s t r u c t io n

L im it s

C o n s t r u c t it s

C o n s t r u c t it s

C o n s t r u c t it s

Shld Shld

300300

7.8 - 8.1 m existing width

Shld Shld

Pulverized Asphalt existing slope

Variable

Sta. 6+035 to 17+201

Main Road

LENGTH OF PROJECT

Route Station to Station

Main Road

Skull Cave Road

Campground Road

Cave Loop Road

Valentine Cave Road

80+000 to 81+423.742

90+000 to 91+782.783

100+000 to 100+627.898

120+000 to 120+415.553

Merrill Ice Cave Road

Length (km)

TOTAL

1.424

1.783

0.628

0.416

All slope ratios are shown as rise:run.

All construction is to remain within the roadway prism.

Superelevation and curve widening are not shown. Maintain existing superelevation and existing width in curve widened areas throughout the project.

See Special M402-A Road Connections for details on approach roads.

Place the asphalt surfacing in two lifts. Tack coat the first lift prior to laying the second lift.

Use same structural section as the mainline for all pullouts and parking areas.

of proposed edge of pavement and to the depth of the asphalt to be pulverized. Notify CO if rocks are encountered in shoulder rehabilitation area. Do not disturb rock embankments.

1.

2.

3.

4.

5.

6.

7.

0+000 to 17+201.000 17.201 existing slope

Variable existing slope

Variable

SHOULDER DETAIL Schedule A

TYPICAL SECTIONS

450 max.

Construct 30°-35° pavement edge (safety edge)

Sheet 1 of 3

130+005 to 133+150.314 3.145

24.597

Tack Coat

Tack Coat

125 Pulverized Asphalt

A.10

75 Superpave (2 lifts)

75 Superpave (2 lifts)

Superpave

Windrow existing topsoil material a maximum of 0.45 m off information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing

Place pulverized material to widen road

Place conserved topsoil windrow on top of roadway aggregate.

shoulder. Place conserved topsoil compact roadway aggregate along pavement, level, scarify, water and

After placement of the asphalt

A

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

C A \l a b e (1

R o a d w a y \R e p a c k a g e \C

A e e ts \A s h e e ts \T

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1.

d g n

LAVA BEDS MAIN RD

PRA LABE 10(1)

NPS Package Nos. 7322, 16006, 54013 Drawing No. 147/80,017

NOTES:

6.0 m existing width

3.0 m3.0 m

Traveled way Traveled way match existing match existing match existing

Traveled way match existing

3.9 m3.9 m

7.8 m existing width

Traveled way

C o n s t r u c t it s

C o n s t r u c t it s

C o n s t r u c t it s

C o n s t r u c t it s

Campground Road - Sta. 100+000 to 100+627.898

Skull Cave Road - Sta. 90+000 to 91+782.783

Merrill Ice Cave Road - Sta. 80+000 to 81+423.742 existing slope

Variable Profile grade

Fog seal

Sta. 120+000 to 120+415.553

Valentine Cave Road existing slope

Variable Profile grade

Fog seal

Schedule A

A.6

Sheet 2 of 3

A.10

75 Superpave (2 lifts)

Tack Coat

Tack Coat

125 Pulverized asphalt

75 Superpave (2 lifts)

Tack Coat

Tack Coat

125 Pulverized asphalt

Varies

Varies

Pulverized Asphalt existing slope

Variable

SHOULDER DETAIL

450 max.

Construct 30°-35° pavement edge (safety edge)

Superpave

Place pulverized material to widen road

Place conserved topsoil windrow on top of roadway aggregate.

shoulder. Place conserved topsoil compact roadway aggregate along pavement, level, scarify, water and

After placement of the asphalt information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing

Windrow existing topsoil material a maximum of 0.45 m off information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

C A \l a b e (1

R o a d w a y \R e p a c k a g e \C

A e e ts \A s h e e ts \T

Y P la b e

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d g n

LAVA BEDS MAIN RD

PRA LABE 10(1)

NOTES:

7.8 m existing width

3.6 m3.6 m

Traveled way match existing match existing

Traveled way

Traveled way

3.6 m

3.6 m existing width match existing

C o n s t r u c t it s

C o n s t r u c t it s

C o n s t r u c t it s

C o n s t r u c t

Variable

Tack Coat

125 Pulverized asphalt

130+560 to 133+150.314

Visitors Center and Cave Loop Road

Fog seal

Profile grade existing slope

Variable

A.7

Tack Coat

Sta. 130+005 to 130+560

Visitors Center and Cave Loop Road

Sheet 3 of 3

A.10

75 Superpave (2 lifts)

75 Superpave (2 lifts)

Tack Coat

125 Pulverized asphalt

Tack Coat

Varies

Varies

Pulverized Asphalt existing slope

Variable

SHOULDER DETAIL

450 max.

Construct 30°-35° pavement edge (safety edge)

Superpave

Place pulverized material to widen road

Place conserved topsoil windrow on top of roadway aggregate.

shoulder. Place conserved topsoil compact roadway aggregate along pavement, level, scarify, water and

After placement of the asphalt information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

C A \l a b e (1

R o a d w a y \R e p a c k a g e \C

A e e ts \A s h e e ts \T

Y P la b e

1.

d g n

LAVA BEDS MAIN RD

PRA LABE 10(1)

Traveled way Traveled way

3.3 m3.3 m

Profile grade

Fog seal match existing match existingexisting slope

Variable

Tack Coat

Vari es VariesC o n s t r u c t it s

C o n s t r u c t it s

7.8 - 8.1 m existing width

Shld Shld

LENGTH OF PROJECT

Route Station to Station

Main Road

Length (km)

TOTAL 3.648

3.648

Variable

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

C A \l a b e (1

R o a d w a y \R e p a c k a g e \C

A e e ts \A s h e e ts \T

Y P la b e

1.

d g n

LAVA BEDS MAIN RD

PRA LABE 10(1)

NPS Package Nos. 7322, 16006, 54013 Drawing No. 147/80,017

Option V

Sta. 17+201 to 20+849.112

Main Road

17+201 to 20+849.112

A.8

Tack Coat

125 Pulverized Asphalt

A.10

100 Superpave (2 lifts)

Varies

Varies

Pulverized Asphalt existing slope

Variable

SHOULDER DETAIL

450 max.

Construct 30°-35° pavement edge (safety edge)

Superpave

Place pulverized material to widen road

Place conserved topsoil windrow on top of roadway aggregate.

shoulder. Place conserved topsoil compact roadway aggregate along pavement, level, scarify, water and

After placement of the asphalt

Windrow existing topsoil material a maximum of 0.45 m off information) detail for more

(See shoulder

Traveled way

4.4 m

4.4 m existing width match existing

C o n s t r u c t it s

C o n s t r u c t

LENGTH OF PROJECT

Route Station to Station Length (km)

TOTAL

160+000 to 160+533.5 0.534

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

C A \l a b e (1

R o a d w a y \R e p a c k a g e \C

A e e ts \A s h e e ts \T

Y P la b e

1.

d g n

LAVA BEDS MAIN RD

PRA LABE 10(1)

NPS Package Nos. 7322, 16006, 54013 Drawing No. 147/80,017

Option Y

Traveled way

3.3 m

3.3 m existing width match existing

C o n s t r u c t it s

C o n s t r u c t

Profile grade

Traveled wayTraveled way match existing match existing

Tack Coat existing slope

Variable

C o n s t r u c t it s

C o n s t r u c t

2.7 m2.7 m

Residence Spur Road

Sta. 160+009 to 160+194

Residence Spur Road

Tack Coat

125 Pulverized asphalt

5.4 m existing width

190+000 to 190+113.0

Research Center Road existing slope

Variable

Tack Coat

Fog seal

Sta. 160+194 to 160+533.5

Residence Spur Road

Tack Coat

125 Pulverized asphalt existing slope

Variable

Tack Coat

125 Pulverized asphalt

Fog seal

Tack Coat

A.10

75 Superpave (2 lifts)

75 Superpave (2 lifts)

75 Superpave (2 lifts)

190+000 to 190+113.0 0.113Research Center Road

0.647

Varies

Varies

Pulverized Asphalt existing slope

Variable

SHOULDER DETAIL

450 max.

Construct 30°-35° pavement edge (safety edge)

Superpave

Place pulverized material to widen road

Place conserved topsoil windrow on top of roadway aggregate.

shoulder. Place conserved topsoil compact roadway aggregate along pavement, level, scarify, water and

After placement of the asphalt information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing

Windrow existing topsoil material a maximum of 0.45 m off information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

A.9

LENGTH OF PROJECT

Route Station to Station Length (km)

SHEETS

TOTAL

NO.

SHEET

REG STATE PROJECT

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

C A \l a b e (1

R o a d w a y \R e p a c k a g e \C

A e e ts \A s h e e ts \T

Y P la b e

1.

d g n

LAVA BEDS MAIN RD

PRA LABE 10(1)

NPS Package Nos. 7322, 16006, 54013 Drawing No. 147/80,017

Option Z

Profile grade

Traveled wayTraveled way match existing match existing

Tack Coat existing slope

Variable

C o n s t r u c t it s

C o n s t r u c t

2.2 m2.2 m

4.4 m existing width

Facility Maintenance Road

Tack Coat

0.035

0.035

Sta. 170+000 to 170+035

Facility Maintenance Road

170+000 to 170+035

125 Pulverized asphalt

A.10 A.10

75 Superpave (2 lifts)

Varies

Varies

Pulverized Asphalt existing slope

Variable

SHOULDER DETAIL

450 max.

Construct 30°-35° pavement edge (safety edge)

Superpave

Place pulverized material to widen road

Place conserved topsoil windrow on top of roadway aggregate.

shoulder. Place conserved topsoil compact roadway aggregate along pavement, level, scarify, water and

After placement of the asphalt information) detail for more

(See shoulder topsoil material

Windrow existing information) detail for more

(See shoulder topsoil material

Sheet and Description

B.11-B.12 B.9-B.10 B.13-B.15 B.11 B.16 B.17

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Drainage Summary

Construction Sign Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

A1000 15101-0000 Mobilization LPSM ALL

A1020 15210-3000 Centerline, verification and staking km 25.422 25.422

A1040 15215-3000 Survey and staking, drainage structure Each 2 2

A1060 15215-7000 Survey and staking, parking area Each 13 13

A1080 15301-0000 Contractor quality control LPSM ALL

A1100 15401-0000 Contractor testing LPSM ALL

A1120 15501-0000 Construction schedule LPSM ALL

A1140 15703-1500 Soil erosion control, temporary soil tackifier ha 2.214 0.286 2.500

A1160 15705-0100 Soil erosion control, silt fence m 100 100

A1180 15705-1400 Soil erosion control, sediment log m 50

A1200 15801-0000 Watering for dust control m3 75,000

A1220 20301-1900 Removal of pipe culvert Each 2 2

A1240 20302-1700 Removal of paved waterway, asphalt m 150 150

A1260 20303-1600 Removal of pavement, asphalt m2 6,745 755 7,500

A1280 20303-3000 Removal of sidewalk, asphalt m2 477 23 500

A1300 20402-0000 Subexcavation m3 1,000

A1320 20420-0000 Embankment construction m3 1,051 249 1,300

A1340 25101-2000 Placed riprap, class 2 m3 4 1 5

A1360 30306-2500 Pulverizing, 125mm depth m2 185,224 2,076 187,300

A1380 30802-2000 Roadway aggregate, method 2 t 543 82 625

A1400 40101-5600 Superpave pavement, 12.5mm or 19mm nominal maximum size aggregate, 0.3 to

<3 million ESAL t 32,336 1,664 34,000

A1440 40105-3000 Antistrip additive, type 3 t 322.0 78.0 400.0

A1480 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t 83 17 100

A1500 41105-0000 Blotter t 1,473 227 1,700

A1520 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or

SS-1h t 166 24 190

A1540 50101-0900 Reinforced rigid pavement, 200mm depth, type C smoothness/roughness m2 358 42 400

A1560 60110-0000 Concrete coloring agent kg 736 34 770

A1580 60201-0600 450mm pipe culvert m 6 6

A1600 60210-0600 End section for 450mm pipe culvert Each 2 2

A1620 60403-0000 Inlet Each 2 2

A1640 60801-0500 Paved waterway, type 5 m2 65 65

A1660 60902-1000 Curb and gutter, concrete, 300mm depth m 164 11 175

A1680 61501-0100 Sidewalk, concrete m2 477 23 500

A1700 61504-1000 Accessibility ramp, concrete m2 20 5 25 MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 1-

S ep

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ la be

(1

R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ Sc he du le A

Su m m ar y of Q

S ch

A .x ls m

]S he et

STATE PROJECT

B1CA PRA LABE 10(1) Lava Beds Main RoadCA

SHEET

NUMBER

B.11-B.12 B.9-B.10 B.13-B.15 B.11 B.16 B.17

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Drainage Summary

Construction Sign Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

A1720 61509-0000 Detectable warning panels m2 65 15 80

A1740 62201-0200 Dump truck, 8 cubic meter minimum capacity Hour 120

A1760 62201-0450 Backhoe loader, 120 liter minimum rated capacity bucket, 450mm width Hour 120

A1780 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity Hour 120

A1800 62201-2800 Motor grader, 2.4 meter minimum blade Hour 120

A1820 62201-3100 Hydraulic excavator, 2.2 cubic meter minimum capacity bucket, 125kW minimum flywheel power Hour 120

A1840 62202-1000 Materials transfer vehicle LPSM ALL

A1860 62301-0000 General labor Hour 300

A1880 62302-1100 Special labor, hired survey services Hour 100

A1900 63404-0200 Pavement markings, type B l 3,527 473 4,000

A1920 63405-0050 Pavement markings, symbols Each 19 2 21

A1940 63501-1000 Temporary traffic control, traffic and safety supervisor LPSM ALL

A1960 63502-1050 Temporary traffic control, tubular marker Each 200 200

A1980 63502-1300 Temporary traffic control, drum Each 235 235

A2000 63502-1600 Temporary traffic control, warning light type B Each 2 2

A2020 63503-0300 Temporary traffic control, barricade type 3 m 18

A2040 63504-1000 Temporary traffic control, construction sign m2 54 54

A2060 63505-1000 Temporary traffic control, pavement markings km 48.8 48.8

A2080 63506-0500 Temporary traffic control, flagger Hour 4,800 4,800

A2100 63506-0600 Temporary traffic control, pilot car Hour 2,400 2,400

A2120 63602-6020 System installation, traffic detector Includes removal of the wire loop Each 2 2 existing traffic loops

1- S ep

-2

1:

P

M

MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

N

C A\ la be

(1

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\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ Sc he du le A

Su m m ar y of Q

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]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B2CA PRA LABE 10(1) Lava Beds Main RoadCA

B.19 B.18 B.20 B.21

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

V1000 15101-0000 Mobilization LPSM ALL

V1020 15210-3000 Centerline, verification and staking km 3.648 3.648

V1040 15215-7000 Survey and staking, parking area Each 1 1

V1060 15301-0000 Contractor quality control LPSM ALL

V1080 15401-0000 Contractor testing LPSM ALL

V1100 15501-0000 Construction schedule LPSM ALL

V1120 15703-1500 Soil erosion control, temporary soil tackifier ha 0.328 0.172 0.500

V1140 15705-1400 Soil erosion control, sediment log m 9 9

V1160 15801-0000 Watering for dust control m3 15,000

V1180 20302-1700 Removal of paved waterway, asphalt m 240 240

V1200 20402-0000 Subexcavation m3 200

V1220 30306-2500 Pulverizing, 125mm depth m2 34,231 769 35,000

V1240 30802-2000 Roadway aggregate, method 2 t 548 22 570

V1260 40101-5600 Superpave pavement, 12.5mm or 19mm nominal maximum size aggregate, 0.3 to

<3 million ESAL t 19,122 1,078 20,200

V1300 40105-3000 Antistrip additive, type 3 t 191.0 59.0 250.0

V1340 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t 49 6 55

V1360 41105-0000 Blotter t 876 74 950

V1380 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or

SS-1h t 99 16 115

V1400 60801-0500 Paved waterway, type 5 m2 109 11 120

V1420 61509-0000 Detectable warning panels m2 9 1 10

V1440 62201-0200 Dump truck, 8 cubic meter minimum capacity Hour 30

V1460 62201-0450 Backhoe loader, 120 liter minimum rated capacity bucket, 450mm width Hour 30

V1480 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity Hour 30

V1500 62201-2800 Motor grader, 2.4 meter minimum blade Hour 30

V1520 62201-3100 Hydraulic excavator, 2.2 cubic meter minimum capacity bucket, 125kW minimum flywheel power Hour 30

V1540 62202-1000 Materials transfer vehicle LPSM ALL

V1560 62301-0000 General labor Hour 300

V1580 62302-1100 Special labor, hired survey services Hour 30

V1600 63404-0200 Pavement markings, type B l 797 28 825

V1620 63405-0050 Pavement markings, symbols Each 2 2 MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Option V 1-

S ep

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ la be

(1

R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ O pt io n V\

[S um m ar y of

Q O pt V

.x ls m ]S he et

STATE PROJECT

B3CA PRA LABE 10(1) Lava Beds Main RoadCA

B.19 B.18 B.20 B.21

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

V1640 63501-1000 Temporary traffic control, traffic and safety supervisor LPSM ALL

V1660 63502-1050 Temporary traffic control, tubular marker Each 50 50

V1680 63502-1300 Temporary traffic control, drum Each 55

V1700 63503-0300 Temporary traffic control, barricade type 3 m 12 6 18

V1720 63505-1000 Temporary traffic control, pavement markings km 3.6 0.3 3.9

V1740 63506-0500 Temporary traffic control, flagger Hour 500

V1760 63506-0600 Temporary traffic control, pilot car Hour 250 250

1- S ep

-2

1:

P

M

MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

N

C A\ la be

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D

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B s he et s\ O pt io n V\

[S um m ar y of

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2)

SUMMARY OF QUANTITIES - Option V

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B4CA PRA LABE 10(1) Lava Beds Main RoadCA

B.23 B.22 B.24

Surfacing Summary

Tabulations of Quantities

Pavement Markings Summary

Allowance Bid Schedule

Y1000 15101-0000 Mobilization LPSM ALL

Y1020 15210-3000 Centerline, verification and staking km 0.539 0.539

Y1040 15215-7000 Survey and staking, parking area Each 1 1

Y1060 15301-0000 Contractor quality control LPSM ALL

Y1080 15401-0000 Contractor testing LPSM ALL

Y1100 15501-0000 Construction schedule LPSM ALL

Y1120 15703-1500 Soil erosion control, temporary soil tackifier ha 0.048 0.017 0.065

Y1140 15801-0000 Watering for dust control m3 75,000

Y1160 20303-1600 Removal of pavement, asphalt m2 205 45 250

Y1180 20402-0000 Subexcavation m3 100

Y1200 30306-2500 Pulverizing, 125mm depth m2 3,390 410 3,800

Y1220 30802-2000 Roadway aggregate, method 2 t 114 21 135

Y1240 40101-5600 Superpave pavement, 12.5mm or 19mm nominal maximum size aggregate, 0.3 to

<3 million ESAL t 768 82 850

Y1280 40105-3000 Antistrip additive, type 3 t 68 17 85

Y1320 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t 2.0 0.5 2.5

Y1340 41105-0000 Blotter t 35 5 40

Y1360 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or

SS-1h t 4.0 1.0 5.0

Y1380 60915-1000 Wheelstop, concrete Each 3 3 6

Y1400 61109-1000 Relocate manhole Each 2 2 4

Y1420 61109-2000 Relocate water valve Each 5 3 8

Y1440 62201-0200 Dump truck, 8 cubic meter minimum capacity Hour 20

Y1460 62201-0450 Backhoe loader, 120 liter minimum rated capacity bucket, 450mm width Hour 20

Y1480 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity Hour 20

Y1500 62201-2800 Motor grader, 2.4 meter minimum blade Hour 20

Y1520 62201-3100 Hydraulic excavator, 2.2 cubic meter minimum capacity bucket, 125kW minimum flywheel power Hour 20

Y1540 62202-1000 Materials transfer vehicle LPSM ALL

Y1560 62301-0000 General labor Hour 40

Y1580 62302-1100 Special labor, hired survey services Hour 30

Y1600 63404-0200 Pavement markings, type B l 31 29 60

Y1620 63405-0050 Pavement markings, symbols Each 5 5 MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Option Y 1-

S ep

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ la be

(1

R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ O pt io n Y\

[S um m ar y of

Q O pt Y

.x ls m ]S he et

STATE PROJECT

B5CA PRA LABE 10(1) Lava Beds Main RoadCA

B.23 B.22 B.24 B.22

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

Y1640 63503-0300 Temporary traffic control, barricade type 3 m 12 12

Y1660 63505-1000 Temporary traffic control, pavement markings km 0.389 0.111 0.500

Y1680 63506-0500 Temporary traffic control, flagger Hour 120 120

1- S ep

-2

1:

P

M

MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

N

C A\ la be

(1

R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ O pt io n Y\

[S um m ar y of

Q O pt Y

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B6CA PRA LABE 10(1) Lava Beds Main RoadCA

B.26 B.25 B.27 B.25

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

Z1000 15101-0000 Mobilization LPSM ALL

Z1020 15210-3000 Centerline, verification and staking km 0.095 0.095

Z1040 15215-7000 Survey and staking, parking area Each 1 1

Z1060 15301-0000 Contractor quality control LPSM ALL

Z1080 15401-0000 Contractor testing LPSM ALL

Z1100 15501-0000 Construction schedule LPSM ALL

Z1120 15703-1500 Soil erosion control, temporary soil tackifier ha 0.003 0.007 0.010

Z1140 15801-0000 Watering for dust control m3 7,500

Z1160 20302-0300 Removal of curb and gutter, concrete m 32 3 35

Z1180 20303-3000 Removal of sidewalk, asphalt m2 142 8 150

Z1200 20402-0000 Subexcavation m3 100

Z1220 30306-2500 Pulverizing, 125mm depth m2 5,288 312 5,600

Z1240 30802-2000 Roadway aggregate, method 2 t 30 10 40

Z1260 40101-5600 Superpave pavement, 12.5mm or 19mm nominal maximum size aggregate, 0.3 to

<3 million ESAL t 922 153 1,075

Z1300 40105-3000 Antistrip additive, type 3 t 9.2 0.8 10.0

Z1320 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t 2.4 0.6 3.0

Z1340 41105-0000 Blotter t 42 8 50

Z1360 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or

SS-1h t 4.8 1.2 6.0

Z1380 60110-0000 Concrete coloring agent kg 209 31 240

Z1400 60902-1000 Curb and gutter, concrete, 300mm depth m 32 8 40

Z1420 61501-0100 Sidewalk, concrete m2 142 8 150

Z1440 61504-1000 Accessibility ramp, concrete m2 7 1 8

Z1460 62201-0200 Dump truck, 8 cubic meter minimum capacity Hour 20

Z1480 62201-0450 Backhoe loader, 120 liter minimum rated capacity bucket, 450mm width Hour 20

Z1500 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity Hour 20

Z1520 62201-2800 Motor grader, 2.4 meter minimum blade Hour 20

Z1540 62201-3100 Hydraulic excavator, 2.2 cubic meter minimum capacity bucket, 125kW minimum flywheel power Hour 20

MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Option Z 1-

S ep

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ la be

(1

R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ O pt io n Z

Su m m ar y of

Q O pt Z

.x ls m ]S he et

STATE PROJECT

B7CA PRA LABE 10(1) Lava Beds Main RoadCA

B.26 B.25 B.27 B.25

Surfacing Summary

Tabulation of Quantities

Pavement Markings Summary

Temp Traffic Control

Summary Allowance Bid

Schedule

Z1560 62202-1000 Materials transfer vehicle LPSM ALL

Z1580 62301-0000 General labor Hour 80

Z1600 62302-1100 Special labor, hired survey services Hour 30

Z1620 63404-0200 Pavement markings, type B l 197 53 250

Z1640 63405-0050 Pavement markings, symbols Each 1 1

Z1660 63506-0500 Temporary traffic control, flagger Hour 80 80

1- S ep

-2

1:

P

M

MileStone: 100% plan set Date Completed: 09/01/21 Report Date: 09/01/21

N

C A\ la be

(1

R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B s he et s\ O pt io n Z

Su m m ar y of

Q O pt Z

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES - Option Z

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B8CA PRA LABE 10(1) Lava Beds Main RoadCA

SHEET TOTAL

NO. SHEETS

to

Valentine Cave Road to

Campground Road NoteL Removal of existing traffic loops is included in 63602-6020

Cave Loop Road

Skull Cave Road

Merrill Ice Cave Road

Drawing No.

60403-0000 Survey & staking, drainage structure

Removal of pipe culverts

Placed riprap, class

15215-3000 20301-1900 25101-2000

Each

Item Number

Station Geotextile, Type IV-E

450mm pipe culvert

End section for 450mm pipe culvert

Inlet

NOPAY 60201-0600 60210-0600

Each Each m3 m2 m Each

2 2

3.6

3.6

DRAINAGE SUMMARY

Valentine Cave Road Parking Area

TOTALS

Station to station

Visitors Center and Cave Loop Road

10878

TABULATION OF QUANTITIES

130+005 to 133+150.314

Parking Area

100+003.6 to 100+627.898

0+000 to 6+035

Schonchin Butte Road: 9+513 RT

18290

Indian Well Cave Parking Area: 5+920 to 5+949 RT

44785

12+474 LT

89471

SURVEY AND STAKING SUMMARY

90+000.000

81+423.742

Each

15210-3000

RECONDITIONING SUMMARY

15215-7000 Survey and staking, parking area

0.416 km

25.422 m3

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\ [B

-s he et s

EMBANKMENT CONSTRUCTION SUMMARY

20420-0000

Embankment Construction

9/ 1/

:1

PM

Indian Well Parking Area 10

130+220.000

17.201

91+782.783

120+000.000

133+150.314

70+000.000 71+039.529

120+415.553

100+627.898100+000.000

1.040

1.424

1.783

147/80,017

0.628

90+003.6 to 91+782.783

80+003.6 to 81+423.742

120+003.6 to 120+415.553

6+035 to 17+201

2.930

PRA LABE 10(1)

B.9

PROJECT

Campground Road

Fleener Chimneys Road:

Main Road

Skull Cave Road

Item number

0+000 17+201

B.27

STATE

CA

REG

W Lava Beds Main RdTRAFFIC DETECTOR WIRE

LOOP SUMMARY

Station to station

Centerline, verification and staking

7322, 16006, 54013NPS Package Nos.

185224TOTALS

80+000.000

63602-6020 System installation, traffic detector wire loop Each

Item number

Station

Main Road

Item Number 30306-2500

Main Road 0+000 LT and RT

TOTAL

m2

Pulverizing, 125mm depth

Description

Visitor Center Parking Lot

Merrill Ice Cave Road Parking Area

Item Number

Description

Visitor Center Parking Area

Paved waterway, type 5

60801-0500 m

Main Road 14+580 to 14+710 LT

Station to station

PAVED WATERWAY SUMMARY

m2

130 59TOTALS

Item number 20302-1700

Removal of paved waterway, asphalt

147/80,0177322, 16006, 54013NPS Package Nos. Drawing No.

21.0Valentine Cave Road Parking Area

TOTAL

Parking Area

Skull Cave Road

10+770 to 10+834 RT 764

13+530 to 13+595 RT

Big Painted Cave

7+685 to 7+730 RT

17+054 to 17+201 RT

15+188 to 15+269 LT

Description

Bunchgrass Trail Parking Area:

Parallel Pullout:

Balcony/Boulevard Caves Parking Area:

Black Crater/Thomas-Wright Battlefield Parking Area:

Parallel Pullout:

Devils Homestead Parking Area:

Indian Well Cave Parking Area 19

61504-100061509-0000

Description

Visitor Center Parking Area

CA

Item Number

15+134 to 15+211 RT

Parking Area

REG

B.10

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

STATE

W B.27

REMOVAL SUMMARY

20303-1600 Removal of pavement, asphalt m2

8/

/2

9:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\

TOTAL 164

TOTAL 477

Description

Skull Cave Parking Area

61501-010020303-3000 m2 m2

Accessibility ramp, concrete

ACCESSIBLE RAMP SUMMARY

TOTAL

Item number Detectable Warning Panels m kg

Black Crater/Thomas-Wright Battlefield Parking Area

Balcony/Boulevard Caves Parking Area 1.2 7.5

Merrill Ice Cave Parking Area

Devils Homestead Lava Flow Overlook Parking Area m

1.2

Schedule A

64.8 20

Item number

Main Road kg

SIDEWALK SUMMARY

Item number 60110-0000

31.5Skull Cave Parking Area

Bunchgrass Trail Parking Area

15705-1400 Soil erosion control, sediment log

Curb and gutter, concrete, 300mm depth

Concrete Coloring Agent

15705-0100

2.214

60110-000060902-1000Item number

CONCRETE CURB AND GUTTER SUMMARY

Valentine Cave Road Parking Area

TOTALS

As determined by the CO

Removal of sidewalk, asphalt

Sidewalk, concrete

Concrete Coloring

Agent

Skull Cave Parking Area

1002.214 m

EROSION CONTROL SUMMARY

15703-1500

Soil erosion control, temporary soil tackifier Soil erosion control, silt fence

See sheet D.1 for approximate location ha

Values used for estimating purposes:

Roadway aggregate. . . . . . . . . . . . . . . . . . . . . . . . . . . 2225 kg/m3 Superpave. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2325 kg/m3 Asphalt cement. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 6.5% of HACP Antistrip. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1% of HACP Tack coat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Fog seal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Blotter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8kg/m2

1.30 0.66

5+920 to 5+949 RT 2.34 0.83

1.34

0.84 Quarry Dump Road:

Bunchgrass Trail Parking Area:

0.26 0.33

119.60

1.56

1.00

0.201.81

0.68

9/ 1/

:1

PM

N

:\C A\ la be

(1

)\R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B sh ee ts

\S ch ed ul e A\

[B

0.24 0.04

SUBTOTALS 414

0.47

73.14

3.83 10.70

650.19

2.85

Blotter

351.41

1063.20

2.14

13.82

39.54

0.12 0.02 0.78

0.10

0.16 0.34

3.78

0.60 1.20

0.44

0.32

23396 233.96 59.80

3.02

5.67

0.52

143.11

0.09

0.40

6.12 4.55 5.94

0.21

0.22

1.24 0.63

12+474 LT

7+202 LT

7+685 to 7+730 RT

15+840 LT

7+809 LT

14311

9+513 RT

10+770 to 10+834 RT

Fleener Chimneys Road:

Black Crater/Thomas-Wright Battlefield Parking Area:

17+054 to 17+201 RTDevils Homestead Parking Area:

Parallel Pullout:

Parallel Pullout:

13+530 to 13+595 RT

Indian Well Cave Parking Area:

Medicine Lake Road:

6+035 to 17+201

Forest Service Road 46N21:

Schonchin Butte Road:

Balcony/Boulevard Caves Parking Area:

15+134 to 15+211 RT 15+188 to 15+269 LT

0+000 to 6+035

Roadway aggregate, method 2

Superpave pavement, 25mm nominal maximum size aggregate, equal or >30 million ESAL

Item Number

PRA LABE 10(1)

Lava Beds Main Rd

Antistrip additive, type

41201-100040920-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h

Plain rigid pavement, 200mm depth, type C smoothness

REG STATE

W CA

40205-3000

SURFACING SUMMARY

50102-090030802-2000

B.11 B.27

41105-000040101-5600

NPS Package Nos.

t t

19.77 t

Main Road

0.64 t m2

Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or

SS-1h t

36.57

77.35 t

Drawing No.

SURFACING SUMMARY

Schedule A

147/80,017

0.39

0.32

7322, 16006, 54013

0.42

Superpave. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2325 kg/m3 Asphalt cement. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 6.5% of HACP Antistrip. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1% of HACP Tack coat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Fog seal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Blotter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8kg/m2

1063.20

32526 322.39 83.35 1481.80

414 59.80

418.60 47.10

19.30

91.30

SUBTOTALS

3.89

0.32

Parking Area

90+003.6 to 91+782.783

9/ 1/

:1

PM

N

:\C A\ la be

(1

)\R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B sh ee ts

\S ch ed ul e A\

[B -s he

0.54

23.55

4.840.27

SUBTOTALS FROM PREVIOUS PAGE

TOTALS

80+003.6 to 81+423.742

146.45 16.48

1.99 3.98

10.02 1.12

Plain rigid pavement, 200mm depth, type C smoothness m2

26.38

B.27

Drawing No.

0.64 t

CA

2.96

7.78

9.96

B.12 t

Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or

SS-1h

40920-1000 41105-0000 41201-1000

Blotter

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t

50102-0900 t

Antistrip additive, type

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

Item Number 30802-2000 40101-5600

REG STATE

W

40105-3000

SURFACING SUMMARY

Skull Cave Road

Roadway aggregate, method 2

Superpave pavement, 25mm nominal maximum size aggregate, equal or >30 million ESAL Station to station t t

1.48 0.56

Parking Areas

100+003.6 to 100+627.898

120+003.6 to 120+415.553

130+005 to 130+150.314

233.96

23396

15.08 1.06

31.94 7.71

1.23 5.60 88.52

35.34

4.98

8.24

5.75 2.19

7.04 1.82

NPS Package Nos.

166.70

119.60

32.28 3.64

SURFACING SUMMARY

Schedule A

147/80,017

69.17

304.20

54.00

Parking Access Edge Edge Edge Spaces Parking Solid Solid Solid Solid Solid Solid Solid Solid Stop White Yellow White White White Yellow White Blue bar

150 mm 100 mm 150 mm 200 mm 300 mm 300 mm 100 mm 100 mm 300 mm m m m m m m m m m

0+000 to 0+112 112.0 112.0 0+112 to 1+370 1258.0 1258.0 1+370 to 1+565 195.0 195.0 1+565 to 1+850 285.0 285.0 1+850 to 2+010 160.0 160.0 2+010 to 3+345 1335.0 1335.0 3+345 to 3+370 25.0 3+370 to 5+902 2532.0 2532.0 5+902 to 5+917 15.0 5+917 to 5+950 33.0 33.0 5+950 to 5+975 25.0 5+975 to 6+335 360.0 360.0 6+335 to 6+350 15.0 6+350 to 6+978 628.0 628.0 6+978 to 7+193 215.0 215.0 7+193 to 7+208 15.0 7+208 to 7+685 477.0 477.0 7+685 to 7+700 15.0 7+700 to 7+713 13.0 13.0 7+713 to 7+730 17.0 7+730 to 7+803 73.0 73.0 7+803 to 7+830 27.0 7+830 to 8+425 595.0 595.0 8+425 to 8+442 17.0 8+442 to 9+245 803.0 803.0 9+245 to 9+255 10.0 9+255 to 9+507 252.0 252.0 9+507 to 9+522 15.0 9+522 to 10+774 1252.0 1252.0

10+774 to 10+788 14.0 10+788 to 10+815 27.0 27.0 10+815 to 10+830 15.0 10+830 to 12+467 1637.0 1637.0 12+467 to 12+481 14.0 12+481 to 12+550 69.0 69.0 12+550 to 13+120 570.0 570.0 13+120 to 13+530 410.0 410.0 13+530 to 13+547 17.0 13+547 to 13+575 28.0 28.0 13+575 to 13+594 19.0 13+594 to 16+220 2626.0 2626.0 16+220 to 17+010 790.0 790.0

Note: Apply 2 coats at 5.2 m2/L per coat.

NPS Package Nos. 7322, 16006, 54013

PAVEMENT MARKING SUMMARY

Item number

4.3 0.7

404.0 100.0

Each

251.8 0.5 10.6 72.2 63.1 0.7

11.2 1.0

4.2 0.6

123.5 0.4

19.0 0.6 73.4 0.6 2.0 0.7

25.1 20.3

205.4 1.0

1.0 55.4 0.6 96.6

63404-0200 63405-0050

Pavement markings, type B

Pavement markings, symbols

Accessible parking space symbols

195.0

Centerline Broken Yellow

100 mm

410.0

28.0

2626.0 790.0

803.0

252.0

69.0 570.0

160.0 1335.0

2532.0

NEUTRAL AREA

Centerline

Solid Yellow

RIGHT

112.0 1258.0

285.0

Single

Broken Yellow

1335.0

2532.0

33.0

1258.0 195.0

160.0 m

Centerline Solid

Yellow 100 mm m

Broken

2502.8

PAVEMENT MARKING SUMMARY

790.0

28.0

2626.0

389.5

5.1

Lava Beds Main Rd

REG STATE

W CA

38.8 0.6

147/80,017

B.13 B.27

Drawing No.

L

91.5

14.2 193.5 24.7

112.0

SUBTOTALS

803.0

192.6 0.5

69.0

410.0

/2

9:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\ [B

LEFT

Main Road

Station to station Yellow

570.0

13.0

73.0

360.0

628.0

477.0

1252.0

27.0

215.0

1637.0

595.0

252.0

33.0

477.0

628.0

1252.0

13.0

360.0

73.0

595.0

27.0

1637.0

Parking Access Edge Edge Edge Spaces Parking Solid Solid Solid Solid Solid Solid Solid Solid Stop White Yellow White White White Yellow White Blue bar

100 mm 100 mm 100 mm 200 mm 300 mm 300 mm 100 mm 100 mm 300 mm m m m m m m m m m

17+010 to 17+075 65.0 65.0 17+075 to 17+092 17.0 17+092 to 17+158 66.0 66.0 17+158 to 17+175 17.0 17+175 to 18+190

RT 5.0

RT 43.9 35.1 145

LT 152.6 144.7 149.9 3.0

RT 58.5 70.1

RT 73.2 70.1

RT 73.2 70.1

LT 5.0

RT 57.2 52.4 55.3 5.0

LT 92.1 88.0 89.1 4.0

17+075 to 17+175 RT 81.1 70.1 9.0 20+849 to 20+987

Valentine Cave Road 120+000 to 120+416 425.6 417.6 430.7 4.0

12.9 17.7 6.0 70.1

Campground Road 100+000 to 100+628 623.5 618.8 631.0 5.0

Visitor Center and Cave Loop Road

130+220 to 130+519 295.9 297.4 295.5 6.0 130+519 to 130+624 105.3 105.3 130+624 to 130+671 46.4 130+671 to 130+901 230.1 230.1 130+901 to 130+924 23.8 22.9 130+924 to 130+976 49.6 130+976 to 131+169 193.0 193.0 131+169 to 131+183 13.1 131+224 to 131+228 4.2 131+228 to 131+339 110.3 110.3 131+339 to 131+383 0.0 44.5 131+383 to 131+669 265.4 265.4 131+669 to 131+709 20.5 131+709 to 131+978 39.5 131+978 to 132+048 268.7 268.7 132+048 to 132+537 70.2 132+537 to 132+677 488.8 488.8

Note: Apply 2 coats at 5.2 m2/L per coat.

Balcony Caves Parking Area: 10+805

Black Crater Battlefield Parking Area: 13+562

3.3

11SUBTOTALS

0.6

37.6

480.4

23.1

Medicine Lake Road: 7+809

8.3

144.7

7.4 1Bunchgrass Trail Parking Area: 7+706

96.4

65.5

0.5

2.7

1.8

46.4

17.7

8.5

8.1

8.3

1.9

1.8

20.4 1.7

298.7

618.7

417.4

14.288.0 8.9

Devils Homestead Parking Area:

Fleener Chimneys Road: 12+474

9+513

21.3

Schonchin Butte Road: 52.3

0.7

66.0 10.2

65.0 65.0 10.0

Eachmm m Eachm m

Yellow Yellow Yellow Yellow 100 mm 100 mm 100 mm 100 mm

Centerline Centerline Centerline Centerline Broken

Yellow 100 mm

Solid Broken Pavement markings, type B

Pavement markings, symbols

PAVEMENT MARKING SUMMARY

Item number 63404-0200 63405-0050

Single RIGHT

Broken Solid

Schedule A 147/80,017Drawing No.NPS Package Nos. 7322, 16006, 54013

0.2

14.8

13.8

B.14

NEUTRAL AREA

Accessible parking space symbols

Centerline

L

B.27

Indian Well Cave Parking Area:

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

REG STATE

W CA

8/

/2

9:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\ [B

Quarry Dump Road:

5+908 5+936

Station to station

Main Road

7+202

LEFT

66.0

Maintenance/Residence Road:

20.7

1.5 1 0.8

Parking Access Edge Edge Edge Spaces Parking Solid Solid Solid Solid Solid Solid Solid Solid Stop White Yellow White White White Yellow White Blue bar

100 mm 100 mm 100 mm 200 mm 300 mm 300 mm 100 mm 100 mm 300 mm m m m m m m m m

Visitors Center and Cave Loop Road 132+677 to 133+143 138.8 137.8 133+143 to 133+150 466.4 466.4

Parking Area 601.3 175.3 4

90+000 to 91+783 1771.6 1774.5 5.0

80+000 to 81+424 1416.8 1415.2 4.0

110.6 35.9 44.9

1414.4 1 415.3

272.31771.8 m m m m m

100 mm 100 mm

Centerline Centerline

Broken Solid

Broken Yellow Yellow Yellow Yellow Yellow

SolidBroken Centerline

RIGHT

Centerline

PAVEMENT MARKING SUMMARY

Item number 63404-0200 63405-0050

NEUTRAL AREA

Accessible parking space symbols

Pavement markings, type B

Pavement markings, symbols

100 mm 100 mm

LEFT Single

1746.0

/2

9:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\

PRA LABE 10(1)

Lava Beds Main Rd

L Each

REG STATE

W CA

B.15 B.27

179.8 1

19TOTALS

SUBTOTALS

SUBTOTALS FROM PAGE 1

147/80,017NPS Package Nos. 7322, 16006, 54013

2502.8

Drawing No.

480.4

543.5

3526.7

SUBTOTALS FROM PAGE 2

900 x 450

900 x 900 900 x 900 1600 x 425

600 x 750 600 x 750

600 x 600

600 x 450

1200 x 750

900 x 900 750 x 750 750 x 750 750 x 750 900 x 900 750 x 750

Note: See special M635-A for special sign locations.

(m2)

B.27

Drawing No. 147/80,017

B.16

7322, 16006, 54013

TEMPORARY TRAFFIC

CONTROL SUMMARIES

Panel Size (mm x mm)

Area

900 x 1200 x 1200

Fresh Oil

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

REG STATE

W

CA

G20-1 Road Work Next XX Miles Detail CM635-1:

0.41

0.81

0.36 0.81

0.56

0.56 0.56

0.27

0.41

0.56

0.45

0.50

W8-1 Be Prepared to Stop

Bump W8-3 Pavement Ends

Shoulder Drop Off Uneven Lanes

Main Road

0.68

W8-11 W8-9a

Special-2 Road Construction in Lava Beds National Monument - Expect Delays

W21-2

Do Not Pass Pass With Care No Center Stripe No Passing Zone

One Lane Road Ahead W13-1 W20-7a W16-2

W3-4

0.41 0.81

XX FT

Pilot Car Follow Me

Detail CM635-3:

Detail CM635-6:

XX MPH

Flagger Symbol

0.45

R4-1 R4-2

W8-12 W14-3

W20-4

G20-2 W20-1 W20-1

Suppl. Panel

G20-4

End Road Work Road Work XX FT Road Work Ahead

3.24 1.44

1.08

0.82

0.82 2.70

3.36 4.86 3.36

1.64

1.62 1.36

/2

9:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\

CONSTRUCTION SIGN SUMMARY

Temporary traffic control, construction sign

Temporary traffic control, construction sign

63504-1000 NO PAYItem number

MUTCD

Reference Sign Message Quantity m2

50.77

3150 x 1325 4.17

57TOTALS

Other miscellaneous signs needed:

R11-2 Road Closed 0.90

3.24 1.12 1.12

12.51

63506-0600

7322, 16006, 54013

Temporary traffic control, pilot car

TEMPORARY TRAFFIC CONTROL SUMMARY

/2

9:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \S ch ed ul e

A\

Hour

1.256

48.764

3.566

2.848

5.860

34.402

0.832 control, barricade type 3 control, warning light type B

63502-1300

63505-1000 control, pavement markings control, drum

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

REG STATE

CAW

63502-1050

Each

63502-1600

Each control, tubular marker

Item number 63503-0300

Route

TEMPORARY TRAFFIC

CONTROL SUMMARIES

Schedule A NPS Package Nos.

B.27

Drawing No. 147/80,017

B.17

63506-0500 Temporary traffic control, flagger

EROSION CONTROL SUMMARY

15702-1500

Soil erosion control, temporary soil tackifier ha

Main Road 0.328

0.328

15705-1400 Soil erosion control, sediment log

ACCESSIBLE RAMP SUMMARY

7322, 16006, 54013NPS Package Nos.

TOTAL

TOTALS

Gillems Camp Parking Area

TOTALS

Station to station m

34231

SURVEY AND STAKING SUMMARY

Main Road

Station to station

Item number

17+201

Station to station

Main Road

Gillems Camp Parking Area

Centerline, verification and staking

3.64820+849.112 Main Road

REG

W B.18

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

STATE

CA

147/80,017

B.27Item number

Option V

3.648 1

Removal of paved waterway, asphalt

Item number

60801-0500

PAVED WATERWAY SUMMARY

61509-0000 Detectable Warning Panels

15215-7000 Survey and staking, parking area N

:\C A\ la be

(1

)\R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B sh ee ts

\O pt io n

V\ [B

-s he et s

8/

/2

8:

A

17+220 to 17+460 LT

17+201 to 20+800

20+684 to 20+794 LT

TOTALS

30306-2500 Pulverizing, 125mm depth

32130

TOTALS 240

Item number 20302-1700 Paved waterway, type 5

RECONDITIONING SUMMARY

Gillems Camp Parking Area:

20+800 to 20+849.112 m

DRAINAGE SUMMARY

Station

Gillems Camp Parking Area

Each

TOTALS

Cleaning culverts in place

Item Number

60704-0000

Superpave. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2325 kg/m3 Asphalt cement. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 6.5% of HACP Antistrip. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1% of HACP Tack coat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Fog seal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Blotter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8kg/m2

9/ 1/

:2

PM

N

:\C A\ la be

(1

)\R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B sh ee ts

\O pt io n

V\ [B

-s he

98.58

1.54

876.26TOTALS 548 19122 191.22 49.29

2.87

96.7248.3618740 859.76

Blotter

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t t

2.98

0.16 0.32 187.40

0.84

20+684 to 20+794 LT

Superpave pavement, 25mm nominal maximum size aggregate, equal or >30 million ESAL

Item Number

Gillems Camp Parking Area:

30802-2000

Roadway aggregate, method 2

17+201 to 20+800

20+800 to 20+849.112

Lava Beds Main Rd

Antistrip additive, type

41201-100040920-1000

SURFACING SUMMARY

40101-5600

Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or

SS-1h t

REG STATE

W CA

NPS Package Nos.

40205-3000 41105-0000 t

13.63

147/80,017

B.19 B.27

Drawing No.

SURFACING SUMMARY

Option V

0.77

Parking Access Edge Edge Edge Spaces Parking Solid Solid Solid Solid Solid Solid Solid Solid Stop White Yellow White White White Yellow White Blue bar

100 mm 100 mm 100 mm 200 mm 300 mm 300 mm 100 mm 100 mm 300 mm m m m m m m m m m

17+201 to 18+190 989.0 989.0 18+190 to 19+485 1295.0 1295.0 19+485 to 20+700 1215.0 1215.0 20+700 to 20+718 18.0 20+718 to 20+760 42.0 42.0 20+760 to 20+775 15.0 20+775 to 20+849 74.0 74.0

20+700 to 20+775 LT 23.5 34.9 153.6 105.2 8.0

0.9

74.0 74.0 17.1

280.4 1.0

9.7

42.0 42.0

238.7 989.0

1215.0 1215.0

228.2

1295.0 1295.0

Each L

Yellow Yellow Yellow Yellow m 100 mm

Pavement markings, type B

Centerline Centerline Centerline Centerline m m m m

Broken Solid Broken Yellow

100 mm 100 mm 100 mm

Solid Broken Pavement markings, symbols

PAVEMENT MARKING SUMMARY

Item number 63404-0200 63405-0050

Single RIGHT NEUTRAL AREA Accessible parking space symbols

Centerline

PAVEMENT MARKING SUMMARY

Option V

147/80,017Drawing No.NPS Package Nos. 7322, 16006, 54013

797.6

B.20 B.27

Each

8/

/2

8:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \O pt io n V\

[B -s he

SUBTOTALS

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

REG STATE

W CA

989.0

Station to station

Main Road

LEFT

221.62Gillems Camp Parking Area:

63506-0600

7322, 16006, 54013

Temporary traffic control, pilot car

TEMPORARY TRAFFIC

CONTROL SUMMARIES

Option V8/

/2

8:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \O pt io n V\

[B -s he

50TOTALS

control, barricade type 3

Temporary traffic control, drum

63502-1300

Each

63503-0300

Hour

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

REG STATE

W CA

63506-0500 Temporary traffic control, flagger

63505-1000 control, tubular marker

Item number 63502-1050

B.27

Drawing No. 147/80,017

B.21

Temporary traffic control, pavement markings

TEMPORARY TRAFFIC CONTROL SUMMARY

Main Road

TOTAL

0.048

0.048

EROSION CONTROL SUMMARY

15703-1500Item number

Description Soil erosion control, temporary soil tackifier ha

Option Y

Each

Relocate water valve

61109-200015215-7000 Survey and staking, parking area

TABULATION OF QUANTITIES

61109-1000

Relocate manhole

7322, 16006, 54013NPS Package Nos.

control, pavement markings

TEMPORARY TRAFFIC CONTROL SUMMARY

Residence Spur Road

TOTALS

205.4160+009 to 160+533.5Residence Spur Road

Station to stationDescription

Item Number 20303-1600 Removal of pavement, asphalt m2

REMOVAL SUMMARY

205.4TOTAL

RECONDITIONING SUMMARY

Station to stationDescription Pulverizing, 125mm depth

Item Number

TOTALS

3390TOTALS

30306-2500 m2

2908Residence Spur Road

Item number

REG

W

0.539

SURVEY AND STAKING SUMMARY UTILITY SUMMARY

B.22

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

STATE

CA B.27

147/80,017

Residence Spur Road

Centerline, verification and staking

15210-3000 km

63505-1000

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \O pt io n Y\

[B -s he et s O

9/ 1/

:2

PM

Each

Station to station

0.539

63506-0500 Temporary traffic control, flagger

Hour

Item number 63503-0300

Route

Temporary traffic control, barricade type 3 kmm

0.389

Residence Spur Road

1200.389TOTALS

Research Center Road 190+000 to 190+112.98 482

Research Center Road 6

160+009 to 160+533.5

Values used for estimating purposes:

Roadway aggregate. . . . . . . . . . . . . . . . . . . . . . . . . . . 2225 kg/m3 Superpave. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2325 kg/m3 Asphalt cement. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 6.5% of HACP Antistrip. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1% of HACP Tack coat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Fog seal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45L/m2 Blotter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8kg/m2 t

B.23 B.27

Drawing No.

SURFACING SUMMARY

Option Y

7322, 16006, 54013

SURFACING SUMMARY

NPS Package Nos.

40205-3000

STATE

662 66.2

147/80,017

CA

41105-0000 t t

Item Number Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or

SS-1h t

1.98

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

Antistrip additive, type

41201-100040920-1000

REG

W

Blotter

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h

Residence Spur Road

Station to station

30802-2000 40101-5600

Roadway aggregate, method 2

160+009 to 160+533.5

SUBTOTALS

30.39

114 768 67.29

97.3 t

Superpave pavement, 25mm nominal maximum size aggregate, equal or >30 million ESAL

9/ 1/

:2

PM

N

:\C A\ la be

(1

)\R oa dw ay

\R ep ac ka ge \C

AD

D

S he et s\

B sh ee ts

\O pt io n

Y\ [B

-s he

1.71

Research Center Road

3.9735.25 t

3.42

0.55190+000 to 190+112.98 17 106 1.06 0.27 4.87

Parking Access Edge Edge Edge Spaces Parking Solid Solid Solid Solid Solid Solid Solid Solid Stop White Yellow White White White Yellow White Blue bar

100 mm 100 mm 100 mm 200 mm 300 mm 300 mm 100 mm 100 mm 300 mm m m m m m m m m m

160+000 to 160+194 194.4 194.4 6.0

190+000 to 113.0 113.0 12.2 70.1 6.0

5.0

194.4 30.6 4

11.0 19.8

Yellow m m mm

NEUTRAL AREA

Centerline

Broken Solid Broken Centerline Centerline Centerline Centerline

Single

PAVEMENT MARKING SUMMARY

Option Y

TOTALS

7322, 16006, 54013 Drawing No.

50.4

NPS Package Nos. 147/80,017

Pavement markings, type B

Pavement markings, symbols

L EachEach

B.24 B.27

PAVEMENT MARKING SUMMARY

Item number 63404-0200 63405-0050

8/

/2

8:

A M

N :\C

A\ la be

(1 )\R oa dw ay \R ep ac ka ge

\C

AD

D S he et s\ B sh ee ts \O pt io n Y\

[B -s he

PROJECT

PRA LABE 10(1)

Lava Beds Main Rd

REG STATE

W CA

Accessible parking space symbols

RIGHT

Yellow 100 mm 100 mm 100 mm 100 mm 100 mm Yellow Yellow Yellow

Station to station m

Research Center Road

Broken Solid

190+113

Residence Spur Road 194.4 to

B.25 B.27

8/

/…