UT NP CARE 10(2) 100(1) Plans.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2023.09.06 07:55:03 -06'00' jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcontracting officerCO countyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c compacted cubic yardsCCY numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP bench markBM River mountain(s)mtn(s).backBK monumentmon.beginning, beginbeg.

minimummin.bank cubic yardsBCY Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

SPRING

DI

:3

P

M

A u g u s t

S h e e t

F .0

C

F L H

D

U T

F T

N P

C A

R E

(2

C a p it o l R e e f\ D ra w in g s \D

G N

\4 S h e e t P ro d u c ti o n \S

Y M

U

T C

A R

E

(2

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

FTNP CARE 10(2) & 100(1)

A2

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569 CARE PMIS

UTILITY SYMBOLS

SIGN SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

GUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs

1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

N

CP

36 31

36 31

0.00EL.

Detectable Warning Strips

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS 1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

GUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

:0

A u g u s t

S h e e t

F .0

C

F L H

D

U T

F T

N P

C A

R E

(2

C a p it o l R e e f\ D ra w in g s \D

G N

\4 S h e e t P ro d u c ti o n \S

Y M

U

T C

A R

E

(2

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

FTNP CARE 10(2) & 100(1)

A3

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569CARE PMIS

UT

SURVEY CONTROL

:2

A u g u s t

C o n tr o l

S h e e t

F

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\C T

L

U T

F

T N

P C

A R

E

(2

(1

C o n tr o l S h e e t.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

UT

FTNP CARE 10(2) & 100(1)

A4

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

CAPITAL REEF NATIONAL PARK

Scale in Miles

1 2

OPTIONS X & Y

SCHEDULE A

VICINITY MAP

Capitol Reef National Park

Wayne County, UT

See site map, sheet A7

Route 902

Visitor Center Parking Lot

UT FTNP CARE 10(2) & 100(1)

Option X

See site map, sheet A8

Route 900

Chimney Rock Parking Lot

UT FTNP CARE 10(2) & 100(1)

Option Y

Fruita Schoolhouse

Petroglyphs Panels

Hickman Bridge Trailhead

Fremont River

Capitol Dome View Area

Goosenecks Road

Sulphur Creek

Fremont River

Grand Wash Road

Fruita camground

Capitol Gorge RoadPleasant Creek Road

Torrey, UT

Teasdale Road

See site map, sheet A6

Route 905

Capitol Gorge Parking Lot

UT FTNP CARE 10(2) & 100(1)

Schedule A

See site map, sheet A6

Route 10

Scenic Drive

UT FTNP CARE 10(2) & 100(1)

Schedule A

To Torrey, UT

± 8 miles

:3

A u g u s t

V ic in it y

M a p

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\S T

E

V A

C

U T

C A

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STATE PROJECT

NUMBER

SHEET

UT

FTNP CARE 10(2) & 100(1)

A5

CAPITOL REEF NATIONAL PARK

CAPITOL GORGE PARKING

SCENIC DRIVE &

SITE MAP SCHEDULE A

Scale in Feet

4000' 8000'

Fremont River

Sulphur Creek

Fremont River

Park Visitor Center

Capitol Reef National

MP 1.59

Station 10+00

Route 10

Begin Scenic Drive

UT FTNP 10(2) & 100(1)

Schedule A

290+

300+00

320+00

330+00

MP 8.00

Station 348+27

Route 10

End Scenic Drive

UT FTNP 10(2) & 100(1)

Schedule A

Capitol Reef National Park

Wayne County, UT

Route 905

Capitol Gorge Parking Lot

UT FTNP 10(2) & 100(1)

Schedule A

Capitol Gorge Road

Pleasant Creek Road

Pleasant Creek

S Draw Road

Schoolhouse

Fruita

Panels

Petroglyphs

Trailhead

Hickman Bridge

View Area

Capitol Dome

520+00

+00

540+

550+00

Campground

Fruita construction.

maintained throughout

Note: Irrigation ditch will be

Staging area: Pendleton Pasture

Staging area: Capitol Gorge Parking Lot

T o T o rr e y

U T m il e s

T o H a n k s v ille , U

T m ile s

:5

A u g u s t

V a c in it y

M p

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\S T

E

U T

C A

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STATE PROJECT

NUMBER

SHEET

UT

FTNP CARE 10(2) & 100(1)

A6

VISITOR CENTER

SITE MAP OPTION X

Sulphur Creek

Fremont River

Route 902

Visitor Center Parking Lot

UT FTNP 10(2) & 100(1)

Option X

C a p it o l R e e f N a ti o n a l

P a r k

W a y n e C o u n ty , U

T

Schoolhouse

Fruita

Panels

Petroglyphs

Trailhead

Hickman Bridge

Fruita Campground

Scenic Drive

Scale in Feet

2000' 4000'

Staging area: Pendleton Pasture

T o T o r r e y

U T m il e s

T o H a n k s v ille , U

T m ile s

To lea sa nt C re ek R oa d m ile s

:4

A u g u s t

V a c in it y M a p O p ti o n X

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\S T

E

U T

C A

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STATE PROJECT

NUMBER

SHEET

UT

FTNP CARE 10(2) & 100(1)

A7

CHIMNEY ROCK

OPTION Y

SITE MAP

Scale in Feet

4000' 8000'

Sulphur Creek

Fremont River

Capitol Reef National Park

Wayne County, UT

Route 900

Chimney Rock Parking Lot

UT FTNP 10(2) & 100(1)

Option Y

Visitor Center

Capitol Reef National Park

Scenic Drive

Chimney Rock Parking Lot

Staging Area:

Pendleton Pasture

Staging area:

T o T o rr e y

U T m il e s

Cr ee k Ro ad

To P lea sa nt m ile s

:5

A u g u s t

V a c in it y M a p O p ti o

Y

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\S T

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U T

C A

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STATE PROJECT

NUMBER

SHEET

UT

FTNP CARE 10(2) & 100(1)

A8 otherwise.

micro-surfacing unless noted

Pullouts and parking areas are 3.

treament.

differentiate routes and surface

Unique colors and shades used to 2.

and route information.

cycle 5 Report for additional maps data for Capitol Reef National Park

See Road Inventory Program (RIP) 1.

NOTE:

LEGEND:

Micro-surfacing

No Work Unless Noted Otherwise

Cracks, Cleaning and Sealing

Administrative Area

Maintenance/

Chip Seal, Type 1C

(Micro driveways only)

(Fruita Lane)

Residence Area Road

Route 406

Cracks, Cleaning and Sealing

Petroglyphs Parking

Route 904

Cracks, Cleaning and Sealing

Parking

Johnson Orchard

Route 920

Chip Seal, Type 1C

Campground Loop A

Route 214

Chip Seal, Type 1C

Campground Loop B

Route 215

Chip Seal, Type 1C

Campground Loop C

Route 216

Chip Seal, Type 1C

Amphitheatre Access Road

Route 104 of Schedule A

End at the beginning

Chip Seal, Type 1C

Scenic Drive

Route 0010

Chip Seal, Type 1C

Dump Station Road

Route 217

AREA 3

OPTION Z

SITE MAP

Scale in Feet

1600'800'0

C6C6

Type 1C

Chip Seal, Maintenance Road

Route 903

Type 1C

Begin Chip Seal, Scenic Drive

Route 0010

:4

A u g u s t

C

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \P a v e P re z S h e e ts

\C .d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

FTNP CARE 10(2) & 100(1) A11

Average width is 19 ft

STA 10+00 to 348+27

SCENIC DRIVE

SCHEDULE A

EXISTING TYPICAL SECTION

See mainline typical sections

Varies

(Method 1)

Prime Coat

(between lifts)

Tack coat

(Placed in 2 equal lifts)

Asphalt concrete pavement

Fog seal

TYPICAL SECTION - CURVE WIDENING

NOTE:

width of offset in feet, and S = posted speed.

Taper Length equation (L) in feet = WS/60. Where L = taper length in feet, W = greater taper length (L) per the MUTCD. For speeds of 45 mph or less, use the

5. The centerline alignment may be adjusted as directed by the CO. Use minimum or

1:1 provided the slope is constructed of clean angular 6-inch minus rock.

encountered, short slopes whose heights are 3 feet or less may be constructed at to 1:2 where deemed necessary by the CO. Where project constraints are

4. Fill slopes less than 10 feet tall should be constructed at 1:3 but may be steepened compact according to Subsection 204.10 as necessary for drainage and appearance.

3. Shoulder up with windrowed material or additional roadway aggregate. Shape and

2. Dimensions shown are approximate and may be adjusted by the CO.

1. Existing superelevated and widened sections are not shown.

Existing Slope

Variable vary) (limits Limits

Seeding

Fog seal

Tack coat

Prime coat

2" Asphalt Concrete Pavement

6" Roadway aggregate

PAVEMENT SECTION

depth varies from 0.00" to 11.00"; average depth is 3.50"

2.00" to 3.50"; average depth is 3.00". Existing aggregate base

Scenic Drive: Existing asphalt pavement depth varies from typical section condition varies by

Proposed shoulder

1:3 widening summary See A20 for curve tangents or as directed by CO, Taper the widening on

Apply on the inside of curves Curve Widening

See mainline typical sections

Roadway excavation

METHOD OF SUPERELEVATION ON CURVES

Min. superelevation 2%

Normal crown -2% Normal crown -2%

Max. s upere levat ion 4

See plans for locations of curves and superelevations to existing cut slopes Minimize disturbance

6-inch minus aggregate

Existing ground

NO SCALE

6-inch depth

Aggregate base, asphalt, 3-inch depth

Removal of pavement, Varies

2" Asphalt Concrete Pavement

Edge of pavement

Top lift pavement joint

L w

L w

Top lift pavement joint

Shoulder

To be used on curves where curve widening is applied.

centerline

Staked design w /2

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE STRIPING DETAIL ON SIMPLE CURVES (Staked)

Existing Slope

Variable

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

(limits vary)

Limits

Seeding

1:1 FILL SLOPE

See note 4

:1

Existing width varies (17-22 ft)

Traveled way varies

Construction Limits

Traveled way varies

1' Typ.

1' Typ.

k e y i n to s lo p e

1' bench b e n c h

Travel way (L)Travel way (L) curve widening (w) w/2 s s

2L w

Length of curve widening

L L

L L

2L w s s w /2

L w /2

L w /2 s s s

Paved ditch

:4

A u g u s t

T y p ic a l

S e c ti o n s C

A R

E

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\T Y

P

U T

C A

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SCHEDULE A

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

FTNP CARE 10(2) & 100(1)

A12

45' transition to Typical Section 2 & 3

MP 3.43 to MP 7.86

MP 3.36 to MP 3.42

MP 1.59 to MP 3.34

STA 107+10 to STA 340+92

STA 103+55 to STA 106+55

STA 10+00 to STA 102+40

SCENIC DRIVE

MAINLINE TYPICAL SECTION 1

2%2%

Tack coat between lifts

Construction Limits

Prime coat, method 1

4" (Placed in 2 lifts)

Asphalt Concrete Pavement, Fog Seal

10' Typical

Traveled way

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

6-inch depth Aggregate base, safety edge detail, typ.

See sheet A16 for existing ground

Approximate

10' Typical

Traveled way

1:4

NO SCALE

MP 7.86 to MP 8.00

STA 341+37 to STA 348+27

SCENIC DRIVE

MAINLINE TYPICAL SECTION 2

2%2%

Tack coat between lifts

Slope Stake Limits

Prime coat, method 1

4" (Placed in 2 lifts)

Asphalt Concrete Pavement, Fog Seal

10' Typical

Traveled way

6-inch depth Aggregate base, existing ground

Approximate

10' Typical

Traveled way

See Sheet T13

(Valley Gutter)

Gutter, Concrete

See D Sheets for details

Limits Vary

Parking Lot Expansion

Capitol Gorge asphalt, 3-inch depth

Removal of pavement, Roadway excavation asphalt, 3-inch depth

Removal of pavement, Roadway excavation

Construction Limits

1' limits vary Ditch type and and plan sheets See ditch typicals

1'

1' vary limits

Seeding

7" 7"

5' Concrete Gutter vary limits

Seeding

Slope Stake Limits

:4

A u g u s t

T y p ic a l

S e c ti o n s C

A R

.0

C

F L

H D

U

T F

T N

P C

A R

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C a p it o l

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D ra w in g s \D

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\4 S h e e t

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TYPICAL SECTIONS

MAINLINE

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

A13 existing ground

Approximate

See grading plan shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime coat, method 1 placed in two lifts

4" Asphalt concrete pavement, Parking lot

6-inch depth

Aggregate base, Construction Limits excluding asphalt Reuse roadway excavation material

PARKING LOT SECTION

OPTION Y: Chimney Rock Parking Lot

OPTION X: Visitor Center Parking Lot

SCHEDULE A: Capitol Gorge Parking Lot ground

Approximate existing

2% 2%

1:4 Fill slope

See Sheet G2

Grouted riprap.

Key in

MP 3.42 to MP 3.43

MP 3.34 to MP 3.36

STA 106+55 to STA 107+10

STA 102+40 to STA 103+55

SCENIC DRIVE

MAINLINE TYPICAL SECTION 3

Do not disturb

Existing concrete or flagstone rock

Prime coat, method 1

Tack coat between lifts

Type 1, Class C

Separation-stabilization geotextile stone wall

Tie into bottom of

Aggregate base, 3-inch depth

Roadway excavation asphalt, 3-inch depth

Removal of pavement, Slope Stake Limits

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

NO SCALE

1:3

:1

4" (Placed in 2 lifts)

Asphalt Concrete Pavement asphalt, 3-inch depth

Removal of pavement,

2. From STA 106+55 to STA 107+10 pave over the exposed rock shelf adjacent to the LT edge of pavement.

1. Begin riprap at lip of asphalt.

NOTE:

ground

Approximate existing

Slope Stake Limits for details see D sheets width varies

Sidewalk see T13 for details Concrete curb, 12-inch depth

Seeding limits vary 1'

10' Typical Traveled way

10' Typical Traveled way

4'

2'

1'

Construction Limits

1' 1'

TYPICAL SECTION

PARKING LOT2

:3

A u g u s t

T y p ic a l s e c ti o n s C

A R

.0

C

F L

H D

U

T F

T N

P C

A R

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(2

C a p it o l R e e f\

D ra w in g s \D

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\4

S h e e t

P ro d u c ti o n

\T Y

P

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C A

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STATE PROJECT

NUMBER

SHEET

UT

A14

Grade varies Grade varies

LC

Construction LimitsConstruction Limits

CHIP SEAL

TYPICAL SECTION

MICROSURFACING

TYPICAL SECTION

Grade varies Grade varies

LC

Construction Limits

VariesVar ies

Slope

Variable

Fog Seal

Surface treatment aggregate

Existing asphalt surface

Grade CRS - 2P

Emulsified Asphalt

Slope

Variable

Var ies Varies

Micro-Surfacing

Existing asphalt surface

TYPICAL SECTION

OPTION Z

NOTE:

Fog seal pavement edge to pavement edge.4.

Chip Seal. See Summary Tabulation Sheets.

and fog seal will be included in the pay item for

Emulsified asphalt, surface treatment aggregate, 3.

treatment operations.

manholes, and water valves during all surface concrete barriers, concrete island, stone wall, Protect timber curbs, concrete curb & gutter,2.

width and extent of asphalt surface treatment.

Refer to Summary Tabulation Sheets for 1.

Construction Limits

NO SCALE

For Roadway Width or Parking Lot Dimensions See Summary Tabulation Sheets

For Roadway Width or Parking Lot Dimensions See Summary Tabulation Sheets

:5

A u g u s t

A

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

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P ro d u c ti o n \P a v e P re z S h e e ts

\A .d g n

STATE PROJECT

NUMBER

SHEET

UT

FTNP CARE 10(2) & 100(1)

A15

PROFILE

Existing pavement existing asphalt

Saw cut

Tack Coat

TYPICAL TRANSITION DETAIL

CONNECTION DETAILS

M a tc h e x is ti n g

4" (Placed in 2 equal lifts)

Asphalt Concrete Pavement, Finished pavement

Tack coat

TYPICAL CONCRETE CURB CONNECTION DETAIL

SECTION

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

Finished pavement

4" (Placed in 2 equal lifts)

Asphalt Concrete Pavement, SAFETY EDGE DETAIL back face of curb to aggregate base Extend

Traveled way

Existing edge of asphalt limits on the slope.

supplement with aggregate base. Then place topsoil within seeding edge of slope, shoulder up with windrowed shouldered material, Windrow existing shoulder material from bottom of subbase to existing

NOTE:

NO SCALE

See Sheet T13

Concrete curb, 12-inch depth existing ground

Approximate

Aggregate base

First lift of asphalt

Second lift of asphalt

Existing edge of asphalt aggregate base supplement with windrowed material and

Shoulder up with proposed pavement wider than top edge of

Construct aggregate base 7"

1:3 pavement

Edge of proposed topsoil, 2-inch depth

Place conserved item Include costs for this work in the roadway excavation shoulder material. Do not windrow into ditches.

shoulder material or remove and stockpile existing existing topsoil and windrow the remaining Before roadway excavation, conserve

1:2 Max Fill Slope

1:

Max Fi ll S lop e

1:4

1:

1:50 1:50

Aggregate base, 6-inch depth (typ.)

7"

Seeding limits vary

1'

:5

A u g u s t

C o n n e c ti o n s D e ta il s C

A R

.0

C

F L

H D

U

T F

T N

P C

A R

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(2

C a p it o l

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D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \T

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(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

A16

V DITCH TYPICAL SECTION

existing ground

Approximate

See grading plan

Mainline section

1:3* 1:3

PARABOLIC DITCH TYPICAL SECTION

existing ground

Approximate

Sidewalk section

3' FLAT BOTTOM DITCH TYPICAL SECTION

existing ground

Approximate

See grading plan

Mainline section

1:3 1:3

2' FLAT BOTTOM DITCH TYPICAL SECTION

existing ground

Approximate

See grading plan

Mainline section

1:3 1:3

25' radius

NO SCALE

Notes:

*May vary slightly. See Ditch Summary.

1:1 .5 m ax

See grading plan follow flowline

Slope varies, 1:4

Refer to Ditch Excavation Summary for details.2.

Paid for as DITCH EXCAVATION by LNFT.

Construct ditch as shown, or as directed by the CO based on field conditions.1.

See note 1

See note 1

See note 1

See note 1

.7

.5 d e p th

.2 d e p th

3.0'

.5 d e p th

2.0'

.0

TYPICAL SECTIONS

DITCH3

:2

A u g u s t

D it c h t y p ic ls

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\T Y

P

U T

C A

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(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

A17

NOTE:

NO SCALE

(1:6 desirable)

1:4 or flatter thicknesses and foreslopes.

Refer to mainline typical sections for structural section

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge

Aggregate b y t h e C o n tr a c ti n g

O f f ic e r

R ig h t-o f w a y o r a s s ta k d

Approach Road road connection on plan and profile sheet

Example of symbol showing standard approach angle shown may be varied ±20°.

Under conditions approved by the CO, the approach road

3.

1.

6.

2.

6.

2.

6.

7.

edge subgrade

Normal

Aggregate base edge with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual

8.

7.

6.

5.

4.

3.

2.

1.

by the CO, use 6% maximum.

this to a 0% to -2% grade. Under conditions approved grades within ±2%. In areas that receive snow, restrict

Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

pavement edge

Asphalt concrete

Variable

V a ria b le

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

A

V a ria b le

(1:6 desi rable )1:4 o r flat ter

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A

A B

B

SECTION A-A

roadway, use safety end sections.

placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

4' (typ.)

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

End Section A-A

Total length

Paved length

Subgrade edge

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

Variable

W

Variable

3' minimum

20' desired 15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

:1 u g u s t

T y p ic a l S e c ti o n s A p p ro a c h

R o a d

.0

C F

L H

D

U T

F T

N P

C A

R E

(2

C a p it o l R e e f\ D ra w in g s \D

G N

\4 S h e e t P ro d u c ti o n \T

Y P

U

T C

A R

E

(2

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

A18

Transition Taper, T1 Length, L Transition Taper, T2

Edge of Traveled way

W id th

W

NO SCALE

Edge of Traveled way

MATCH EXISTING PULLOUT PLAN

Mainline Mainline pullout area

Match existing irregularRadius

TYPICAL PARALLEL PULLOUT PLAN

Existing Slope

Variable ground Existing

1:3 1.

Width Shown in Table Above

W

Mainline Edge of Traveled way

Normal Limit of

PULLOUT TYPICAL SECTION

Varies 3.

Notes:

See Typ. Sec.

6" aggregate base

See Typ. Sec.

pavement

4" asphalt concrete

3.

2.

1.

rates.

See the mainline typical sections for cross slope and plan sheets for superelevation prior to placing the second lift.

to the roadway aggregate surface. Apply tack coat to the first lift

Place asphalt concrete pavement in two lifts after applying prime coat

1:1 provided the slope is constructed of clean angular 6-inch minus rock.

encountered, short slopes whose heights are 3 feet or less may be constructed at to 1:2 where deemed necessary by the CO. Where project constraints are

Fill slopes less than 10 feet tall should be constructed at a 1:3 but may be steepened

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

safety edge detail

See sheet A16 for

6-inch minus aggregate

Existing ground

1:1 FILL SLOPE

See note 1

:1 k e y i n to s lo p e

1' bench b e n c h

:5

D e c e m b e r

U S

S u r_ ft

D

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\T Y

P

P U

L L

U

T C

A R

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(2

(1 d g n

PULLOUTS

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

A19

:0

A u g u s t

C u r v e W id e n in g S u m m a r y

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l R e e f\

D ra w in g s \D

G N

\4

S h e e t

P ro d u c ti o n

\T Y

P

C U

R V

E

U T

C A

R E

(2

(1 d g n

SUMMARY

CURVE WIDENING

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

A20

Sheet and Description

B8-B11 B12-B13 B14-B20 B21-B22 B23-B24 B25-B26

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic Control

Summaries

Allowances Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 3 3

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 12.813 12.813

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 12.813 12.813

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING SQYD 12,478 22 12,500

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 27,720 80 27,800

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 29,582 18 29,600

A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 87 63 150

A0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0300 20101-0000 CLEARING AND GRUBBING ACRE 10.0

A0320 20301-0700 REMOVAL OF DELINEATOR EACH 126 14 140

A0340 20301-1100 REMOVAL OF GATE EACH 3 3

A0360 20301-2400 REMOVAL OF SIGN EACH 27 3 30

A0380 20301-2700 REMOVAL OF STRUCTURE (CONCRETE CHECK DAM) EACH 1 1

A0400 20301-3300 REMOVAL OF VAULT (TOILET) EACH 1 1

A0420 20302-0600 REMOVAL OF CURB, STONE LNFT 306 4 310

A0440 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 71,504 1,496 73,000

A0460 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 9 1 10

A0480 20401-0000 ROADWAY EXCAVATION CUYD 7,669 331 8,000

A0500 20421-0000 ROCK EXCAVATION CUYD 36 36

A0520 20425-1000 DITCH, EXCAVATION LNFT 1,115 60 1,175

A0540 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 95 5 100

A0560 25110-0300 GROUTED RIPRAP, METHOD A, CLASS 3 CUYD 347 3 350

A0580 30101-0000 AGGREGATE BASE TON 26,795 201 1,354 28,350

A0620 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 17,593 407 18,000

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 173.9 1.1 175.0

A0680 40601-0000 FOG SEAL TON 49.2 0.8 50.0

A0700 41101-1000 PRIME COAT, METHOD 1 TON 71.3 1.2 72.5

A0720 41201-0000 TACK COAT TON 32.6 1.4 34.0

A0740 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 132 3 135

A0760 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT (COLORED) EACH 4 4

A0780 60201-0800 24-INCH PIPE CULVERT LNFT 116 4 120

A0800 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (PAINTED) EACH 2 2

A0820 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -A u g -2

:5 P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated

Quantities h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

STATE PROJECT

B1UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic Control

Summaries

Allowances Bid

Schedule

A0840 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED) LNFT 1,373 52 1,425

A0860 60906-1000 GUTTER, CONCRETE (OFF SITE DRAINAGE) SQYD 172 3 175

A0880 60906-1000 GUTTER, CONCRETE (SIDEWALK DRAIN) SQYD 8 2 10

A0900 60910-0000 RESET CURB (STONE) LNFT 135 5 140

A0920 61401-0000 LEAN CONCRETE BACKFILL CUYD 10 10

A0940 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 196 4 200

A0960 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED) SQYD 23 2 25

A0980 61509-0000 DETECTABLE WARNING PANELS SQYD 3 2 5

A1000 61902-1700 GATE, METAL, 22 FEET WIDTH EACH 2 2

A1020 61902-2000 GATE, METAL, 28 FEET WIDTH EACH 1 1

A1040 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10

A1060 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 10

A1080 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10

A1100 62201-1600 BULLDOZER, UNIVERSAL BLADE, 100HP MINIMUM HOUR 10

A1120 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 10

A1140 62301-0000 GENERAL LABOR HOUR 25

A1160 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10

A1180 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10

A1200 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 4.65 0.05 4.70

A1220 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 9.68 0.12 9.80

A1240 63301-0000 SIGN SYSTEM EACH 35 35

A1260 63308-3000 OBJECT MARKER, TYPE 3 EACH 2 2

A1280 63309-0200 DELINEATOR, TYPE 2 EACH 132 310 442

A1300 63313-0000 RUMBLE STRIP LNFT 50 5 55

A1320 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A1340 63316-1000 REMOVE AND RESET SIGN (STONE) EACH 1 1

A1360 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 0.806 0.044 0.850

A1380 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 18 18

A1400 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A1420 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

A1440 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL EACH 10 10

A1460 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 5 5

A1480 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1500 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 24 24

A1520 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,150 1,150

A1540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 265 265

-A u g -2

:5 P

M

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

(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

B2UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

FTNP CARE 10(2) & 100(1)

CAPITOL REEF NATIONAL PARK

A1560

A1580

63506-0500

63506-0600

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SQFT

SQFT 160

200 200

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic Control

Summaries

Allowances Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 4 4

X0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 750 50 800

X0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 72 8 80

X0120 20101-0000 CLEARING AND GRUBBING ACRE 0.3

X0140 20301-2400 REMOVAL OF SIGN EACH 6 2 8

X0160 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 728 22 750

X0180 20302-0600 REMOVAL OF CURB, STONE LNFT 137 13 150

X0200 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 3,488 112 3,600

X0220 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 285 15 300

X0240 20303-3600 REMOVAL OF WALL (STONE MASONRY WALL) SQYD 36 14 50

X0260 20315-0000 SAWCUTTING PAVEMENT LNFT 165 10 175

X0280 20401-0000 ROADWAY EXCAVATION CUYD 2,799 201 3,000

X0300 20465-0000 CONSERVE AND PLACE BOULDER EACH 15 15

X0320 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 16 4 20

X0340 30101-0000 AGGREGATE BASE TON 1,573 242 85 1,900

X0380 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 1,093 32 1,125

X0400 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 10.9 0.6 11.5

X0440 40601-0000 FOG SEAL TON 3.1 0.4 3.5

X0460 41101-1000 PRIME COAT, METHOD 1 TON 4.2 0.3 4.5

X0480 41201-0000 TACK COAT TON 2.1 0.4 2.5

X0500 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 173 2 175

X0520 55401-1000 REINFORCING STEEL LB 634 16 650

X0540 60101-0000 CONCRETE CUYD 17 3 20

X0560 60201-0600 18-INCH PIPE CULVERT LNFT 125 5 130

X0580 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (PAINTED) EACH 1 1

X0600 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 2 2

X0620 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED) LNFT 1,425 25 1,450

X0640 60901-3700 CURB, STONE, TYPE 1, 14-INCH DEPTH LNFT 40 85 125

X0660 60910-0000 RESET CURB (STONE) LNFT 250 5 255

X0680 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 759 1 760

X0700 61503-1000 MEDIAN, CONCRETE SQYD 112 3 115

X0720 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED) SQYD 46 4 50

X0740 61509-0000 DETECTABLE WARNING PANELS SQYD 8 2 10

X0760 62013-2000 STONE MASONRY WALL (18-INCH TALL) SQYD 75 5 80

X0780 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 0.14 0.01 0.15

X0800 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.14 0.01 0.15

X0820 63301-0000 SIGN SYSTEM EACH 18 18

-A u g -2

:5 P

M

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule X

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

B3UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

Option FTNP CARE 10(2) & 100(1)

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic Control

Summaries

Allowances Bid

Schedule

X0840 63316-1000 REMOVE AND RESET SIGN EACH 2 2

X0860 63316-1000 REMOVE AND RESET SIGN (STONE) EACH 1 1

X0880 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 1.487 0.013 1.500

X0900 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 32 32

X0920 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

X0940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

X0960 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 1 1

X0980 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 24 24

X1000 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 850 850

X1020 63610-2800 CONDUIT, 4-INCH, PVC LNFT 80 10 90

-A u g -2

:5 P

M

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Schedule X

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

B4UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic Control

Summaries

Allowances Bid

Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL

Y0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

Y0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 350 50 400

Y0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 239 11 250

Y0120 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 4 1 5

Y0140 20101-0000 CLEARING AND GRUBBING ACRE 0.3

Y0160 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 1 1

Y0180 20301-0200 REMOVAL OF BOULDER EACH 21 21

Y0200 20301-3300 REMOVAL OF VAULT (TOILET) EACH 1 1

Y0220 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 923 77 1,000

Y0240 20315-0000 SAWCUTTING PAVEMENT LNFT 45 5 50

Y0260 20401-0000 ROADWAY EXCAVATION CUYD 262 13 275

Y0280 20425-1000 DITCH, EXCAVATION LNFT 215 10 225

Y0300 20465-0000 CONSERVE AND PLACE BOULDER EACH 5 5

Y0320 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 3 2 5

Y0340 25110-0300 GROUTED RIPRAP, METHOD A, CLASS 3 CUYD 31 4 35

Y0360 30101-0000 AGGREGATE BASE TON 560 35 55 650

Y0380 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 399 11 410

Y0420 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 4.0 0.5 4.5

Y0460 40601-0000 FOG SEAL TON 1.1 0.4 1.5

Y0480 41101-1000 PRIME COAT, METHOD 1 TON 1.5 0.5 2.0

Y0500 41201-0000 TACK COAT TON 0.7 0.3 1.0

Y0520 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 47 3 50

Y0540 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT (COLORED) EACH 1 1

Y0560 60201-0600 18-INCH PIPE CULVERT LNFT 32 3 35

Y0580 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (PAINTED) EACH 1 1

Y0600 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED) LNFT 484 16 500

Y0620 60901-3700 CURB, STONE, TYPE 1, 14-INCH DEPTH LNFT 270 270

Y0640 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 70 5 75

Y0660 60906-1000 GUTTER, CONCRETE (SIDEWALK DRAIN) SQYD 2 1 3

Y0680 61401-0000 LEAN CONCRETE BACKFILL CUYD 5 2 7

Y0700 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 23 2 25

Y0720 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED) SQYD 16 2 18

Y0740 61509-0000 DETECTABLE WARNING PANELS SQYD 2 1 3

Y0760 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 0.14 0.01 0.15

Y0780 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.14 0.01 0.15

Y0800 63301-0000 SIGN SYSTEM EACH 5 5

Y0820 63316-1000 REMOVE AND RESET SIGN EACH 5 5

-A u g -2

:5 P

M

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

(5

SUMMARY OF QUANTITIES - Schedule 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

B5UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic

Control

Summaries

Allowances Bid

Schedule

Y0840 63316-1000 REMOVE AND RESET SIGN EACH 1 1

Y0860 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 0.379 0.121 0.500

Y0880 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 12 12

Y0900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

Y0920 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

Y0940 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 24 24

Y0960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 10 10

Y0980 64603-1000 FIXTURE, VAULT TOILET (DUAL) EACH 1 1

-A u g -2

:5 P

M

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

(6

SUMMARY OF QUANTITIES - Schedule 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

B6UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

Surfacing

Summaries

Grading

Summaries

Miscellaneous

Summaries

Signing

Summaries

Pavement

Marking

Summaries

Temporary

Traffic

Control

Summaries

Allowances Bid

Schedule

Z0020 15101-0000 MOBILIZATION LPSM ALL

Z0040 20402-0000 SUBEXCAVATION CUYD 741 59 800

Z0060 40702-0300 CHIP SEAL, TYPE 1C SQYD 28,131 1,369 29,500

Z0080 40901-2000 MICRO SURFACING, TYPE 2 SQYD 26,564 1,336 27,900

Z0100 41402-2000 CRACKS, CLEANING AND SEALING MILE 4.407 0.093 4.500

Z0120 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 1,137 63 1,200

Z0140 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 17.330 0.170 17.500

Z0160 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 18 18

Z0180 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

Z0200 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 212 212

Z0220 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 80 80

Z0240 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 80 80

-A u g -2

:5 P

M

MileStone: 100%

Date Completed: 08/30/23

Report Date: 08/30/23 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .0

C

F L H

D

U T F

T N

P C

A R E

(2

C a p it o l R e e f/

E n g in e e ri n g /D o c s /1

W o rk in g F o ld e r/

E s ti m a te

/S O

Q s u m m a ry

.x ls m

]S h e e t

(7

SUMMARY OF QUANTITIES - Schedule 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

B7UT

SHEET

NUMBER

PMIS NO.: 265911, 249639, 24939

NPS PROJECT NO.: 158 180569

SUMMARIES

SURFACING

Sheet 1 of 4Aggregate base ......................... 139 lb/ft3

Hot asphalt concrete pavement ... 145.2 lb/ft3

Antistrip ................................... 1% of weight of mix

Fog seal ................................... 0.15 gal/yd2 (240 gal/ton)

Tack Coat ................................. 0.1 gal/yd2 (240 gal/ton)

Prime Coat ............................... 0.2 gal/yd2 (240 gal/ton)

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B8

Sheet 2 of 4Aggregate base ......................... 139 lb/ft3

Hot asphalt concrete pavement ... 145.2 lb/ft3

Antistrip ................................... 1% of weight of mix

Fog seal ................................... 0.15 gal/yd2 (240 gal/ton)

Tack Coat ................................. 0.1 gal/yd2 (240 gal/ton)

Prime Coat ............................... 0.2 gal/yd2 (240 gal/ton)

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r y

.5

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B9

SURFACING SUMMARY

APPROACH AND PULLOUT

PARKING LOT,

Sheet 3 of 4 Aggregate base ......................... 139 lb/ft3

Hot asphalt concrete pavement ... 145.2 lb/ft3

Antistrip ................................... 1% of weight of mix

Fog seal ................................... 0.15 gal/yd2 (240 gal/ton)

Tack Coat ................................. 0.1 gal/yd2 (240 gal/ton)

Prime Coat ............................... 0.2 gal/yd2 (240 gal/ton)

Note: These quantities are added into the surfacing quantities on B8

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B10

CURVE WIDENING

Sheet 4 of 4Aggregate base ......................... 139 lb/ft3

Hot asphalt concrete pavement ... 145.2 lb/ft3

Antistrip ................................... 1% of weigh to fmix

Fog seal ................................... 0.15 gal/yd2 (240 gal/ton)

Tack Coat ................................. 0.1 gal/yd2 (240 gal/ton)

Prime Coat ............................... 0.2 gal/yd2 (240 gal/ton)

Note: These quantities are added into the surfacing quantities on B8

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:3 u g u s t

M is c e ll a n o u s S u m m a r y

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B11 density.

been compacted to specification cubic yard of material after it has

CCY = Compacted cubic yard - one natural state.

yard of material as it lies in the

9. BCY = Bank cubic yard - one cubic report.

soil types shown in the pavement factor shown is assumed based on the

The average shrink/swell volumes adjusted for shrink/swell.

8. Waste quantity calculated using performed.

made for the actual quantities of work approximations. Payment will be

7. The quantities shown herein are is assumed.

The average shrink/swell factor shown volumes adjusted for shrink/swell.

6. Waste quantity calculated using material.

estimated amount of unsuitable

4. Unavailable material includes an culvert excavations.

material from ditch, riprap, and

3. Available material includes excavated and fill slope areas.

2. Conserve 2 inches of topsoil in cut volumes.

prismodial (surface to surface) quantities from the model, and section dimensions, component

1. Quantities based on proposed road

NOTES:

SUMMARIES

GRADING

Sheet 1 of 2

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B12

GRADING

Sheet 2 of 2 been compacted to specification density.

CCY = Compacted cubic yard - one cubic yard of material after it has natural state.

9. BCY = Bank cubic yard - one cubic yard of material as it lies in the soil types shown in the pavement report.

The average shrink/swell factor shown is assumed based on the

8. Waste quantity calculated using volumes adjusted for shrink/swell.

made for the actual quantities of work performed.

7. The quantities shown herein are approximations. Payment will be

The average shrink/swell factor shown is assumed.

6. Waste quantity calculated using volumes adjusted for shrink/swell.

4. Unavailable material includes an estimated amount of unsuitable material.

3. Available material includes excavated material from ditch, riprap, and culvert excavations.

2. Conserve 2 inches of topsoil in cut and fill slope areas.

quantities from the model, and prismodial (surface to surface) volumes.

1. Quantities based on proposed road section dimensions, component

NOTES:

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B13

MISCELLANEOUS

Sheet 1 of 7

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:1

A u g u s t

M is c e ll a n o u s S u m m a r y

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B14

Sheet 2 of 7

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B15

Sheet 3 of 7

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:3

A u g u s t

M is c e ll a n o u s S u m m a r y

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B16

Sheet 4 of 7

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:2

A u g u s t

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B17

Sheet 5 of 7

CARE PMIS NO.: 265911, 249639, 249640 NPS PROJECT NO.: 158 180569

:0

A u g u s t

M is c e ll a n o u s S u m m a r y

.0

C

F L

H D

U

T F

T N

P C

A R

E

(2

C a p it o l

R e e f\

D ra w in g s \D

G N

\4 S h e e t

P ro d u c ti o n \S

U M

U

T C

A R

E

(2

(1 d g n

STATE PROJECT

NUMBER

SHEET

UT

CAPITOL REEF NATIONAL PARK

B18

Sheet…