CA ERFO NP DEVA 2022-1(2) Salt Creek Interpretive Trail Plans.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2024.08.16 08:29:49 -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 curvePCPcountyCo.

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

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

normal crownNCbridgebr.

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

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

Sheet 1 of 2

ABBREVIATIONS

PLAN SYMBOLS AND

CONVENTIONAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5

P

M

A u g u s t

S h e e t

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PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A2

NPS Drwg No. DEVA 143 189630 NPS PMIS No. 331907

0.00EL.

UTILITY SYMBOLS

SIGN SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

PROJECT SPECIFIC SYMBOLSGUARDRAIL, 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

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

NPS - National Park Service

DEVA - Death Valley National Park

C.Z. Rt. - Clear Zone, Right

C.Z. Lt. - Clear Zone, Left Edge of Roadway Trail

PROJECT SPECIFIC ABBREVIATIONS 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

DEVA Wilderness Boundary Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

Sheet 2 of 2

ABBREVIATIONS

PLAN SYMBOLS AND

CONVENTIONAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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A \e rf o n p -1

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D S h e e ts

\A -G e n s h t\ s y m

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PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A3

CONTROL SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Created SJS5/22/23

Update Targets 3, 6 & Add Target 8 10/23/23 SJS

Add STAs & Offsets 2/13/24 SJS

Update STAs & Offsets 5/28/24 SJS

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

NPS Drwg No. DEVA 143 189630 NPS PMIS No. 331907

:1

F e b r u a r y

U

S

S u r_ ft

D

C A

\e r f o n p

\R o a d w a y

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S h e e ts

\A G e n s h t\ C

A

D E

V A

C o n tr o l_

S h e e t.

d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A4

PA

RK

IN

G

GO

V

N

Scale in Feet

211 miles to

Bakersfield, CA

136 miles to

Las Vegas, NV

© 2023 Microsoft Corporation © Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

Eureka

SAN

FRANCISCO

LOS

ANGELES

San

Diego

Sacramento

OREGON

N E V A D

A

ARIZONA

MEXICO

Redding

KEY MAP OF CALIFORNIA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

CA ERFO NP DEVA 2022-1(2)

NO SCALE

CA ERFO NP DEVA 2022-1(2)

Station 61+05 to 64+20.00

SALT CREEK PARKING LOT

CA ERFO NP DEVA 2022-1(2)

Station 100+00.00 to 128+13.37

SALT CREEK BOARDWALK

CA ERFO NP DEVA 2022-1(2)

END SCHEDULE A

CA ERFO NP DEVA 2022-1(2)

Station 1+00.00 to 61+05

SALT CREEK ROAD

CA ERFO NP DEVA 2022-1(2)

Station 01+00.00

BEGIN SCHEDULE A

CA ERFO NP DEVA 2022-1(2)

NO SCALE

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Scale in Feet

1000' 2000'

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS Earthstar Geographics SIO © 2024 TomTom

0+00

5+00

+00

+00

60+00

65+00

0+

120+00

:3 u g u s t

B

L

P la n W id e A r e a

S h e e t]

C A

\e r f o n p \R o a d w a y \C

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D S h e e ts

\A G e n s h t\

S it e M a p s .d g n

Sheet 1 of 1

SALT CREEK ROAD & PARKING

SITE MAPOFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A5

© 2023 Microsoft Corporation © Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

Station 100+00.00

BEGIN SALT CREEK BOARDWALK

CA ERFO NP DEVA 2022-1(2)

Station 128+13.37

END SALT CREEK BOARDWALK

Staging Area

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

400'200'0

Scale in Feet

PARKING

GOV

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom

100+00

110+00

100+00

109+

110+00

121+

:3 u g u s t

N

A R

R O

W A

R E

A

S h e

C A

\e r f o n p \R o a d w a y \C

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\A G e n s h t\

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SALT CREEK BOARDWALK

SITE MAP

Sheet 1 of 1

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A6

See Detail A (top of aggregate base)

Profile grade

Rounded cut slope

6" Roadway Aggregate, Method 2 limit

Slope stake

Existing ground

Slope stake limit

LC

Profile grade superelevation

Pivot point for for structural section details

See mainline typical section

Existing ground

LC

Existing ground

Depth varies, based on existing berm material berm

Existing berm

Existing for structural section details

See mainline typical section

Existing ground wedge constructing

Backfill after

See Detail B

(top of pavement)

Profile grade material

Embankment

Backfill

Channel

Stream limit stake

Slope

Riprap, Class 3

6" Roadway Aggregate, Method 2

A and B

See Details

Geotextile, Class 1, Type C ground

Existing

Limit

Slope Stake

1+00.00 to 52+75

SALT CREEK ROAD ROADWAY RECONDITIONING

TYPICAL SECTION

Varies (2% max.) Varies (2% max.)

NO SCALE

Construction and Roadway Reconditioning limits

Varies (11' typ.)

NOTE:

space is to be requested.

either side of the boardwalk. Propose the location(s) and side of the boardwalk this alignment. An additional 6 ft. of room to the construction limits may be requested on the D-Sheets for existing Boardwalk Removal locations and proposed boardwalk

Refer to the S-Sheets for proposed boardwalk typical sections and information. Refer to

Place Roadway Aggregate, Method 2 according to Section 302.

Construct Riprap slope protection according to Section 251.

according to Section 204.

Remove debris and other items according to Section 203. Construct embankment information.

Perform Roadway Reconditioning according to Section 303. See the SCR's for more the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, reduce

See cross sections for cut and fill slope ratios.

slope ratios may be adjusted to ensure adequate drainage and stability.

The gradient and width of the roadway ditches and the excavation and embankment

8.

7.

6.

5.

4.

3.

2.

1.

11' 11'2'

2' C.Z. Lt.

Traveled Way Traveled Way

100+00 to 128+13.37

INTERPRETIVE TRAIL BOARDWALK

TYPICAL SECTION

Construction Limits

4'3'-6"3'-6"4'

8.

3.

2.

2.

2'

2' C.Z. Lt.

2' 11' 11' 2'

2.

.0

Embedment 3' typ.

2.

Varies Varies

Varies Varies

3'

13' 13'

13' 13'

Construction limits

52+75 to 56+50

SALT CREEK ROADWAY RECONSTRUCTION

TYPICAL SECTION

2%

B=3'

F= 3'

3'

Cu t s lop e

Traveled wayTraveled way

3' Fil l s lop e

2% min. superelevation 2% max. supereleva tion

-2% normal crown-2% normal crown

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

1:4

Varies (11' typ.)

DETAIL B

(applies to both sides of roadway)

For heights less than 1' in cut slope

2%

2' C.Z. Rt.

1:4

DETAIL A

(applies to both sides of roadway)

2% 2%

Construction limits

Traveled way Traveled way

2' C.Z. Rt.

Fill slo pe (va ries

3'

1:

1.

m ax

56+50 to 61+05

SALT CREEK ROADWAY STREAM ARMORING

TYPICAL SECTION

From 60+53 to 61+05: See cross sections for transitions in cross slopes

Va rie s

SALT CREEK ROAD

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5 u g u s t

R t y p ic a l

C A

\e rf o n p

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\C A

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S h e e ts

\A -G e n s h t\ T

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Sheet 1 of 1

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A7

LC

Profile grade superelevation

Pivot point for section details sectionfor structural

See mainline typical

11'

6' min. walkway

11'

19'

18"

5' lines

4" Stall

Method 2

6" Roadway Aggregate, Method 2

6" Roadway Aggregate, limit stake

Slope limit stake

Slope limit stake

Slope limit

Slope stake

Pavement Detail

See Minor Concrete

See Sidewalk Detail

" R2

5" Concrete Sidewalk

6" Roadway Aggregate, Method 2

Existing Ground

Existing Ground

See Detail A

See Detail A

6 x 6 - W8.3 x W8.3 Epoxy Coated

#4 bar typ.

19'

PARKING

GOV

lines

4" Stall

11' limit stake

Slope limit stake

Slope

Method 2

6" Roadway Aggregate, See Sidewalk Detail

See Sidewalk Detail

Existing Ground

See Sidewalk Detail

Class 3

Method B, 2' Riprap, Nonwoven

Class 1 Type C, Geotextile Filter

See Detail B

3' Embedment

#4 bar typ.

See Detail B

See Detail B

NO SCALE

NOTE:

material to seat boulders in and around. See Special 251-A for more information.

perimeter. Place smaller boulders and cobbles in the interior of the island. Place native

Construct island area using boulders and native material. Place boulders to create a island according to Section 609. Construct concrete sidewalk according to Section 615.

Construct concrete parking pad according to Section 501. Construct concrete curb

Place Roadway Aggregate, Method 2 according to Section 302.

according to Section 204.

Remove debris and other items according to Section 203. Construct embankment

B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, reduce the

See cross sections for cut and fill slope ratios.

ratios may be adjusted to ensure adequate drainage and stability.

The gradient and width of the roadway ditches and the excavation and embankment slope

7.

6.

5.

4.

3.

2.

1.

MINOR CONCRETE PAVEMENT DETAIL

CONCRETE PARKING PAD STRIPING DETAILS

Reinforced

8" Minor Concrete Pavement, 6" Roadway Aggregate, Method 2

19'12'12'19'varies3' 3'varies8'-6"

62+55 to 63+55

61+05 to 62+17

SALT CREEK PARKING LOT - AGGREGATE PARKING

TYPICAL SECTION

19'varies3' 19'12'12' 3'varies8'-6"

62+17 to 62+55

SALT CREEK PARKING LOT - AGGREGATE & CONCRETE PARKING

TYPICAL SECTION

2% 2% 2% 1.5%

1.5%2%2%2%

1:4

1:4

Fill slope

Fill slope

62+55 to 64+20.00

SALT CREEK PARKING LOT - ROUNDABOUT

TYPICAL SECTION

1.5%

1.5%

1.5% 2.5''

3" typ.

3" typ.

1.5%

1.5%

3' 3'

2% 2%

Fill slope

Fill s lope

VariesVariesVaries6'-6" typ. 6'-6" typ.Varies Varies

2% min. superelevation 2% max. supereleva tion

-2% normal crown-2% normal crown

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

1:4

DETAIL A

(applies to both sides of roadway)

Construction Limits

Construction Limits

Aggregate Parking Travel Way

& Curb

Sidewalk

Aggregate Parking

Aggregate Parking

Concrete Parking Pad

Travel Way

Travel Way Travel Way

& Curb

Sidewalk

2.

2.

2.

2.

6"

6"

14"

DETAIL

CONCRETE CURB

5"

SIDEWALK DETAIL

6' min.

Sidewalk

Construction Limits

2. 2.

One-Way Travel Way Island Area One-Way Travel Way

& Curb

Sidewalk & Curb

Sidewalk7.

DETAIL B

(see tabulation for locations)

Varie s

SPACE MARKING

ACCESSIBILITY PARKING

m in

24" min.

'-4

R

4"

'-4

R

"83

'-2

R

" min.16

14'-4

Blue background

White border

7'-

'-4

R

R

SALT CREEK PARKING LOT

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5 u g u s t

P a rk in g

L o t T y p ic a l

S e c ti o n s

C A

\e rf o n p

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Sheet 1 of 1

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

A8

NPS PMIS No. 331907 NPS Drwg No. DEVA 143 189630 ght

Sheet and Description

B3 B4 D19 S2

Grading Summary

Tabulation of Quantities

Boardwalk Removal Summary

Structural Summary Allowance Bid Schedule

A0050 15101-0000 MOBILIZATION LPSM ALL

A0100 15201-0000 CONSTRUCTION SURVEY AND STAKING (BOARDWALK) LPSM All ALL

A0150 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL

A0200 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.137 0.137

A0250 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.137 0.137

A0300 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0350 15401-0000 CONTRACTOR TESTING LPSM ALL

A0400 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0450 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0500 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0550 20303-0000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (DEBRIS IN WILDERNESS, BY HELICOPTER) SQYD 858 92 950

A0600 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (ALL OTHER REMOVALS) LPSM All ALL

A0650 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,067 233 3,300

A0700 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 425 25 450

A0750 25125-0000 BOULDER EACH 40 40

A0800 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,766 84 1,850

A0850 30301-6000 ROADWAY RECONDITIONING MILE 0.980 0.020 1.000

A0900 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 80 5 85

A0950 55601-1300 BRIDGE RAILING, TIMBER (CURB RAILING) LNFT 4,988 262 5,250

A1000 55601-1300 BRIDGE RAILING, TIMBER (PEDESTRIAN RAILING) LNFT 716 34 750

A1050 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED MFBM 58 58 Contract Quantity

A1100 55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING (THERMAL MODIFIED) SQYD 1,940 1,940 Contract Quantity

A1150 58202-0000 HELICAL PILE, IN PLACE (2-7/8" DIA. X 0.28") EACH 134 16 150

A1200 58202-0000 HELICAL PILE, IN PLACE (5-1/2" DIA. X 0.48") EACH 430 20 450

A1250 58202-0000 HELICAL PILE, IN PLACE (7" DIA x 0.49") EACH 44 6 50

A1300 60103-0000 CONCRETE, HEADWALL (ABUTMENT) EACH 1 1

A1350 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 450 50 500

A1400 60915-1000 WHEELSTOP, CONCRETE EACH 2 2

A1450 61501-0100 SIDEWALK, CONCRETE SQYD 553 47 600

A1500 61901-0000 FENCE (POST & CABLE) LNFT 707 43 750

A1550 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1600 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A1650 62201-3000 HYDRAULIC EXCAVATOR HOUR 20

A1700 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 100

A1750 62301-0000 GENERAL LABOR HOUR 120

A1800 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A1850 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A1900 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (PALEONTOLOGICAL MONITORING) LPSM ALL

A1950 63301-0000 SIGN SYSTEM EACH 7 1 8

A2000 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 332 18 350

MileStone: CA EFRO DEVA 2022-1(2) Date Completed: 08/01/24 Report Date: 08/01/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 1-

A ug

-2

1:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

N

C A \e rf on p2

2- 1(

2) \R oa dw ay \C

A D

D _S he et s\ B -S um m

D

EV

A

2-

1( 2)

_S O

Q T ab le

.x ls m ]S he et

PROJECT

B1CA ERFO NP DEVA 2022-1(2)

SALT CREEK INTERPRETIVE TRAIL

SHEET

NUMBER

NPS PMIS No. 331907 NPS Drwg No. DEVA 143 189630 ght

Sheet and Description

B3 B4 D19 S2

Grading Summary

Tabulation of Quantities

Boardwalk Removal Summary

Structural Summary Allowance Bid Schedule

A2050 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 3 3

A2100 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A2150 63701-0000 FIELD OFFICE EACH 1

A2200 64603-0300 FIXTURE, BENCH (TREATED TIMBER) EACH 11 11

A2250 64603-0700 FIXTURE, PICNIC TABLE EACH 3 3

A2300 64603-1000 FIXTURE, VAULT TOILET (DOUBLE OCCUPANCY UNIT) EACH 1 1

A2350 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (TEMPORARY CROSSINGS) LPSM ALL

1- A ug

-2

1:

P

M

MileStone: CA EFRO DEVA 2022-1(2) Date Completed: 08/01/24 Report Date: 08/01/24

N

C A \e rf on p2

2- 1(

2) \R oa dw ay \C

A D

D _S he et s\ B -S um m

D

EV

A

2-

1( 2)

_S O

Q T ab le

.x ls m ]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

PROJECT

B2CA ERFO NP DEVA 2022-1(2)

SALT CREEK INTERPRETIVE TRAIL

NUMBER

ROADWAY EXCAVATION

ADJUSTMENTS TO ROADWAY EXCAVATION

ROADWAY EMBANKMENT

Roadway Excavation

(Embankment)

Roadway Prism

Subexcavation

Subexcavation

STREAM ARMORING

Backfill

Stream Channel

Riprap, Class 3

(Available Material)

Structure Excavation Outline

Proposed Grade

Embankment

Sheet 1 of 1

SCHEDULE A

GRADING SUMMARY

excavation, embankment or backfill quantity.

subgrade material will be paid as Subexcavation, and will not be included in the Grading Summary as an

If a pay item for Subexcavation is included in the project pay items, removal and backfill of unsuitable2.

scenarios are shown, only representations for major project items are shown.

See earthwork diagrams for visual representation of major earthwork. Not all possible earthwork1.

EARTHWORK REPRESENTATION DRAWING NOTES:

:5 u g u s t

G r a d in g S u m m a r y

C A

\e r f o n p \R o a d w a y \C

A D

D S h e e ts

\B S u m m \B

S h e e ts

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

B3

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5 u g u s t

T a b u la ti o n o f Q u a n ti ti s

C A

\e r f o n p \R o a d w a y \C

A D

D S h e e ts

\B S u m m \B

S h e e ts

.d g n

Sheet 1 of 1

SCHEDULE A

TABULATION OF QUANTITIES

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

B4

JH

100'50'0

Scale in Feet

SPEED

LIMIT

A

B

C D

CA ERFO NP DEVA 2022-1(2)

BEGIN ROADWAY RECONSTRUCTION

END ROADWAY RECONDITIONING

STATION 52+75.00

S49°10'33"W

PI 52+08.23

Δ = 23°31'18" (RT)

R = 400.00' T = 83.28' L = 164.21'

PI 56+47.26

Δ = 29°15'02" (RT)

R = 200.00' T = 52.19' L = 102.10'

S34°00'24"W

S19° 55'31

"W

P C

.3

P T

.6

P C

.9

P T

.1

P C

.0

P T

.1

P C

.7

PI 54+23.71

Δ = 14°04'53" (LT)

R = 400.00' T = 49.40' L = 98.31'

S49°10'33"W S34°00'24"W

S19° 55'31

"W

51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50

-218 -218

-216 -216

-214 -214

-212 -212

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

+2.00% -2.50%

+3.18

-1.00%

+2.00%

-2.50%

+3.18

-2

.0

.0

-2

.0

.0

-2 .5

.0

-2 .0

.0

' VC100

22K =

'290SSD =

' VC150

27K =

'272SSD =

' VC100

33K =

' VC150

26K =

SALT CREEK ROAD PLAN AND PROFILE 52+00 TO 59+00

Install R2-1

Existing ground

Proposed grade

Placed Riprap, Class 3, Lt.

E:7152263.53 N: 2104887.17

:5 u g u s t

M a in

P la n

S h e

C

A \e rf o n p

-1 (2

R o a d w a y \C

A D

D

S h e e ts \C

-M L P

P

\P N

P -1

(2

E n tr a n c e R o a d

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

C5

PARKING

GOV

100'50'0

Scale in Feet

Wilderness Boundary

Wilderness Boundary

See D-Sheets

Proposed Boardwalk

E: 7151900.82

N: 2104430.23

BEGIN PARKING LOT RECONSTRUCTION

END ROADWAY RECONSTRUCTION

STATION 61+05

E: 7151492.79

N: 2104336.51

CA ERFO NP DEVA 2022-1(2)

END PROJECT

STATION 64+20.00

S79°08'06"W

PI 60+19.06

Δ = 29°57'33" (RT)

R = 300.00' T = 80.27' L = 156.87'

P C

.7

P T

.6

P O

E

.6

+00

+00.

POB

S79°08'06"W

59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00

-216 -216

-214 -214

-212 -212

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-2.29% +0.79%

-2.29%

+0.79%

-2 .7

.0

' VC75

24K =

SALT CREEK ROAD PLAN AND PROFILE 59+00 TO 64+20

Existing ground

Proposed grade

Placed Riprap, Class 3, Lt.

:5 u g u s t

M a in

P la n

S h e

C

A \e rf o n p

-1 (2

R o a d w a y \C

A D

D

S h e e ts \C

-M L P

P

\P N

P -1

(2

E n tr a n c e R o a d

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

C6

PARKING

GOV

O

M

N

I

J K

H

L

P Q

S

T

W

V

U

C

A

B

D

R6

R5

R2

R1

R12

R11

R10

R9

R8

R4R7

R3

R

G

E

F

L2

L3

L4

L5

L1

N

Wilderness Boundary

Wilderness Boundary

Boardwalk Connection

Concrete Sidewalk

Concrete Curb

62+28 to 62+55 Rt.

Roundabout

Concrete Sidewalk

Concrete Curb

Install (2)

See Special 646-A

Vault Toilet

62+70 Rt.

60+51 to 63+50 Lt.

Install Fence

See Special 619-A

61+05 to 62+18 Rt.

Install Fence

See Special 619-A

Roundabout

Install Fence

See Special 619-A

Roundabout

Install Fence

Sidewalk Joint

Install Picnic Table (3)

See Special 615-A

Accessibility Ramp

See Headwall Detail

80'40'0

Scale in Feet

S79°08'06"W

.7

C

.6

T

.6

P

O E

100+00

100+00.00

POB

0 6

S79°08'06"W

.7

C

.6

T

.6

P

RESERVED

PARKING

VAN

ACCESSIBLE

Minor Concrete Pad

NOTE:

Place embed angle at edge of sidewalk connection.

5. Refer to the S-sheets for headwall reinforcing details.

4. Refer to D Sheets for boardwalk plan and profile.

3. Refer to the typical sections for more information.

2. Refer to cross sections for more information.

1. Refer to point table for layout information.

R7-8

R7-8P

Headwall Detail

10' 10'

10'

:2 u g u s t

P

R K

P la n

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P L

N P

A R

K

IN

G L

O T

.d g n

PLAN LAYOUT

SALT CREEK PARKING LOT

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

C7

:2 u g u s t

P

R K

P o in t T a b le

S h e

C A

\e rf o n p

-1

(2

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \P

L N

P

A R

K

IN

G

L O

T .d g n

GEOMETRIC POINT TABLE

SALT CREEK PARKING LOT

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

C8

Scale in Feet

40'20'0

Turnout A

Sta. 100+00

H1

Existing Ground

Profile Grade

Proposed Boardwalk

E: 7151573.80

N: 2104271.85

Sta. 100+00

Begin Boardwalk Reconstruction

.6

P

0+

0+

100+00 100+50 101+00 101+50 102+00 102+50

-212 -212

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

100+00 100+50 101+00 101+50 102+00 102+50

-212 -212

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

+0.00%- .7

+0.71%

+1.75% +0.00%

+0.71%

100+10.00Sta.

P1

100+19.47Sta.

P2

100+28.68Sta.

P3

100+37.75Sta.

P4

100+44.66Sta.

P5

100+54.66Sta.

P6

100+63.85Sta.

P7

100+73.05Sta.

P8

100+83.05Sta.

P9 100+93.05Sta.

P10

101+03.05Sta.

P11

101+13.05Sta.

P12

101+33.05Sta.

P14

101+23.05Sta.

P13

101+43.05Sta.

P15

101+53.05Sta.

P16

101+62.52Sta.

P17

101+71.99Sta.

P18

101+81.99Sta.

P19

101+91.99Sta.

P20

102+01.99Sta.

P21

102+11.73Sta.

P22

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

20°

10°

10°

30°

20°

10°

SALT CREEK BOARDWALK 100+00 TO 102+20

.9

.9

Turnout A

.9

.9

CURB RAILING, LT PEDESTRIAN RAILING CURB RAILING, LT

CURB RAILING, RT

.2

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D1

NScale in Feet

40'20'0102+31.20Sta.

P24

Turnout B

Turnout C

Profile Grade

Proposed Boardwalk

Existing Ground

103+00 103+50 104+00 104+50 105+00

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

103+00 103+50 104+00 104+50 105+00

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

+1.23%

+0.00% +3.33%

-0.00%

+0.00%

+1.23% +0.00%

+3.33%

102+21.46Sta.

P23

102+40.94Sta.

P25

102+50.68Sta.

P26

102+59.89Sta.

P27

102+69.36Sta.

P28

102+78.55Sta.

P29

102+87.75Sta.

P30

102+97.75Sta.

P31

103+07.22Sta.

P32

103+16.69Sta.

P33

103+26.69Sta.

P34

103+36.69Sta.

P35

103+46.69Sta.

P36

103+56.69Sta.

P37

103+66.69Sta.

P38

103+76.43Sta.

P39

103+85.64Sta.

P40

103+95.11Sta.

P41

104+05.11Sta.

P42

104+14.58Sta.

P43

104+23.25Sta.

P44

104+32.44Sta.

P45

104+42.44Sta.

P46

104+52.44Sta.

P47

104+61.64Sta.

P48

104+70.31Sta.

P49

104+79.25Sta.

P50

104+88.19Sta.

P51

104+97.66Sta.

P52

105+07.40Sta.

P53

105+36.87Sta.

P56

105+27.14

P55

105+17.14Sta.

P54

10° 10°

20°

30° 20°

10° 20°

20°

30°

30°

20° 20°

20°

10°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

SALT CREEK BOARDWALK 102+20 TO 105+40

.2

CURB RAILING, RT PEDESTRIAN RAIL CURB RAILING, RT

CURB RAILING, LT PEDESTRIAN RAIL CURB RAILING, LT

.7

.0

.9

.5

Turnout B + .3

.9

Turnout C

.4

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D2

Scale in Feet

40'20'0

105+46.61Sta.

P57

105+56.61Sta.

P58

105+66.61Sta.

P59

105+76.61Sta.

P60

105+86.35Sta.

P61

105+96.09Sta.

P62

106+06.09Sta.

P63

106+15.82Sta.

P64

106+25.56Sta.

P65

106+35.56Sta.

P66

106+45.30Sta.

P67

106+55.04Sta.

P68

106+64.77Sta.

P69

106+74.51Sta.

P70

106+84.51Sta.

P71

106+94.51Sta.

P72

107+04.51Sta.

P73

107+14.51Sta.

P74

108+13.99Sta.

P84

108+03.99Sta.

P83

107+93.99Sta.

P82

107+83.99Sta.

P81

107+73.99Sta.

P80

107+64.25Sta.

P79

107+54.51Sta.

P78

107+44.51Sta.

P77

107+34.51Sta.

P76

107+24.51Sta.

P75

Profile Grade

Proposed Boardwalk

Existing Ground

105+50 106+00 106+50 107+00 107+50 108+00

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

105+50 106+00 106+50 107+00 107+50 108+00

-210 -210

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-0.42% +0.00% +0.00%

-0.00% -0.42%

10°

10° 10°

10°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

SALT CREEK BOARDWALK 105+40 TO 108+20

.4

.6

CURB RAILING, LT

CURB RAILING, RT

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D3

40'20'0

108+23.99Sta.

P85

108+33.99Sta.

P86

108+53.99Sta.

P88

108+43.99Sta.

P87

108+63.99Sta.

P89 108+73.99Sta.

P90

108+83.72Sta.

P91

108+93.46Sta.

P92

109+03.20Sta.

P93

109+12.94Sta.

P94

109+22.94Sta.

P95

109+32.94Sta.

P96

109+42.94Sta.

P97

109+52.67Sta.

P98

109+62.41Sta.

P99

109+72.41Sta.

P100

109+82.15Sta.

P101

109+91.89Sta.

P102

110+01.89Sta.

P103

110+11.89Sta.

P104

110+21.89Sta.

P105

110+31.89Sta.

P106

110+41.89Sta.

P107

110+51.62Sta.

P108

110+61.36Sta.

P109

110+70.83Sta.

P110

110+80.30Sta.

P111

110+89.77Sta.

P112

110+99.25Sta.

P113

111+09.25Sta.

P114

Profile Grade

Proposed Boardwalk

Existing Ground

108+50 109+00 109+50 110+00 110+50

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

108+50 109+00 109+50 110+00 110+50

-208 -208

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

+0.00% +0.94%

+0.00%

+0.00%

+0.94%

10°

10°

10°

10°

10° 20°

20°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.6

.8

CURB RAILING, LT

CURB RAILING, RT

SALT CREEK BOARDWALK 108+40 TO 111+00

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D4

40'20'0

Sta. 112+28.20

P126

111+19.25Sta.

P115

111+29.25Sta.

P116

111+39.25Sta.

P117

111+49.25Sta.

P118 111+59.25Sta.

P119

111+69.25Sta.

P120

111+79.25Sta.

P121

111+88.98Sta.

P122

Turnout D

111+98.72Sta.

P123

112+08.46Sta.

P124

112+18.20Sta.

P125

112+37.93Sta.

P127 112+47.67Sta.

P128 112+57.67Sta.

P129

112+67.67Sta.

P130

112+77.67Sta.

P131

112+87.67Sta.

P132

112+97.67Sta.

P133

113+07.67Sta.

P134

113+17.67Sta.

P135 113+27.67Sta.

P136

113+37.41Sta.

P137

113+46.88Sta.

P138

113+56.62Sta.

P139

113+66.62Sta.

P140

113+76.62Sta.

P141

113+86.62Sta.

P142

Profile Grade

Proposed Boardwalk

Existing Ground

See D11

128+00

111+00 111+50 112+00 112+50 113+00 113+50

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

111+00 111+50 112+00 112+50 113+00 113+50

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

+2.72% +0.00% -0.00%

+2.72% +0.00%

10° 10°

10°

10° 10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.8

.0

CURB RAILING, LT

CURB RAILING, RT

.4

.0

Turnout D

SALT CREEK BOARDWALK 111+00 TO 114+00

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D5

40'20'0

113+96.62Sta.

P143

114+06.62Sta.

P144

114+16.62Sta.

P145

114+26.62Sta.

P146

114+36.62Sta.

P147

114+46.62Sta.

P148

114+56.62Sta.

P149 114+66.62Sta.

P150 114+76.62Sta.

P151

114+86.62Sta.

P152

114+96.62Sta.

P153

115+06.62Sta.

P154

115+16.62Sta.

P155

115+26.62Sta.

P156

115+36.62Sta.

P157

115+46.62Sta.

P158

115+56.62Sta.

P159

115+66.62Sta.

P160

115+76.62Sta.

P161

115+86.62Sta.

P162

115+96.36Sta.

P163

116+06.10Sta.

P164

116+16.10Sta.

P165

116+25.83Sta.

P166

116+65.57Sta.

P170

116+35.57Sta.

P167

116+45.57Sta.

P168

116+55.57Sta.

P169

116+75.57Sta.

P171

Turnout E

Profile Grade

Proposed Boardwalk

Existing Ground

114+00 114+50 115+00 115+50 116+00

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

114+00 114+50 115+00 115+50 116+00

-206 -206

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-1.25% -0.00%

+3.83

-1.25% -0.00%

10°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.0

.2

CURB RAILING, RT PEDESTRIAN RAIL, RT CURB RAILING, RT

CURB RAILING, LT PEDESTRIAN RAIL, LT CURB RAILING, LT+

.9

.6

.2

.6

.6

Turnout E

SALT CREEK BOARDWALK 114+00 TO 116+80

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D6

40'20'0

116+85.57Sta.

P172

116+95.57Sta.

P173

117+05.31Sta.

P174

117+15.05Sta.

P175

117+25.05Sta.

P176

117+35.05Sta.

P177

117+45.05Sta.

P178

117+55.05Sta.

P179

117+65.05Sta.

P180

117+75.05Sta.

P181

117+85.05Sta.

P182

117+94.78Sta.

P183

118+04.52Sta.

P184

118+14.26Sta.

P185

118+24.00Sta.

P186

118+34.00Sta.

P187

118+44.00Sta.

P188

118+54.00Sta.

P189

118+64.00Sta.

P190

118+74.00Sta.

P191

118+83.73Sta.

P192 118+93.47Sta.

P193

119+03.47Sta.

P194

119+13.47Sta.

P195

119+23.47Sta.

P196

119+33.47Sta.

P197

119+43.47Sta.

P198

119+53.21Sta.

P199

119+62.95Sta.

P200

Turnout F

Profile Grade

Proposed Boardwalk

Existing Ground

116+50 117+00 117+50 118+00 118+50

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

116+50 117+00 117+50 118+00 118+50

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

-0.00% +0.00%

-2.54%

+0.00%

+3.83

-1.50%

-2.54%

10°

10°

10°

10°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.2

.4

.1

.8

Turnout F

CURB RAILING, LT

CURB RAILING, RT

SALT CREEK BOARDWALK 116+80 TO 119+60

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D7

40'20'0

119+72.95Sta.

P201

119+82.95Sta.

P202

119+92.95Sta.

P203

120+02.42Sta.

P204

120+11.08Sta.

P205

120+19.48Sta.

P206

120+28.67Sta.

P207

120+38.67Sta.

P208

120+48.67Sta.

P209

120+58.67Sta.

P210

120+68.67Sta.

P211

120+78.67Sta.

P212

120+88.67Sta.

P213 120+98.67Sta.

P214

121+08.67Sta.

P215

121+18.67Sta.

P216

121+28.67Sta.

P217

121+38.14Sta.

P218

121+47.09Sta.

P219

121+56.03Sta.

P220

121+64.97Sta.

P221

121+73.91Sta.

P222

121+83.38Sta.

P223

121+93.38Sta.

P224

Turnout G

Profile Grade

Proposed Boardwalk

Existing Ground

120+

122+00

119+00 119+50 120+00 120+50 121+00 121+50

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

-186 -186

119+00 119+50 120+00 120+50 121+00 121+50

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

-186 -186

+3.70

+0.00% +1.22%

+0.00%

+3.70

+0.00%

20°

30°

30°

20°

20°

20°

20°

20°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.4

.6

.6

.6

.0

.3

CURB RAILING, LTPEDESTRIAN RAIL, LTCURB RAILING, LT

CURB RAILING, RT PEDESTRIAN RAIL, RT CURB RAILING, RT

Turnout G

SALT CREEK BOARDWALK 119+60 TO 122+00

:4 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D8

40'20'0

122+03.38Sta.

P225

122+13.38Sta.

P226

122+23.12Sta.

P227

122+32.86Sta.

P228

122+42.86Sta.

P229

122+52.86Sta.

P230

122+62.86Sta.

P231

122+72.60Sta.

P232

122+82.33Sta.

P233

122+92.07Sta.

P234

123+01.81Sta.

P235

123+11.81Sta.

P236

123+21.81

P237

Sta. 123+31.55

P238

123+41.28Sta.

P239

123+51.02Sta.

P240

123+60.76Sta.

P241

123+70.50Sta.

P242

123+80.23Sta.

P243

123+90.23Sta.

P244

124+00.23Sta.

P245

124+09.97Sta.

P246

Profile Grade

Proposed Boardwalk

Existing Ground

122+00 122+50 123+00 123+50 124+00

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

-186 -186

122+00 122+50 123+00 123+50 124+00

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

-186 -186

-1.31%

+0.00% -1.36%

+0.00%

+1.22% +0.00%

-1.31% +0.00%

-1.36%

10°

10° 10°

10°

10°

10°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

SALT CREEK BOARDWALK 122+00 TO 124+20

.6

.8

CURB RAILING, RT

CURB RAILING, LT

:2 u g u s t

S a lt

C r e e k B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D9

40'20'0

124+19.71Sta.

P247

124+29.18Sta.

P248

124+38.65Sta.

P249

124+48.39Sta.

P250

124+58.13Sta.

P251

124+67.86Sta.

P252

124+77.60Sta.

P253

124+87.60Sta.

P254

124+97.34Sta.

P255

125+07.08Sta.

P256

125+16.81Sta.

P257

125+26.55Sta.

P258

125+36.29Sta.

P259

125+45.76Sta.

P260

125+55.50Sta.

P261

125+65.50Sta.

P262

125+75.50Sta.

P263

125+85.24Sta.

P264

125+94.98Sta.

P265

126+04.71Sta.

P266

126+14.19Sta.

P267

126+23.66Sta.

P268

126+33.40Sta.

P269

126+43.40Sta.

P270

126+53.14Sta.

P271

126+62.61Sta.

P272 Turnout H

Profile Grade

Proposed Boardwalk

Existing Ground

124+50 125+00 125+50 126+00 126+50 127+00

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

124+50 125+00 125+50 126+00 126+50 127+00

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

-1.64%

+0.00% -1.47%

+0.00%

+0.00%

-1.64% +0.00%

-1.47%

20°

10° 10°

10°

10° 10°

10°

10°

10°

10°

10°

10°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.8

.0

CURB RAILING, LT

CURB RAILING, RT

.6

.3

Turnout H

SALT CREEK BOARDWALK 124+20 TO 126+60

:4 u g u s t

S a lt

C r e e k

B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D10

40'20'0

126+72.35Sta.

P273

126+82.35Sta.

P274 127+01.83Sta.

P276126+92.09Sta.

P275

127+11.83Sta.

P277

127+21.83Sta.

P278

127+31.83Sta.

P279

127+41.83Sta.

P280

127+51.02Sta.

P281

127+59.96Sta.

P282

127+69.69Sta.

P283

127+79.69Sta.

P284

127+89.69Sta.

P285

127+99.69Sta.

P286

128+09.69Sta.

P287

Profile Grade

Proposed Boardwalk

Existing Ground

E: 7150534.17

N: 2104725.92

Sta. 128+13.37

End Boardwalk Reconstruction

113+00

127+50 128+00

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

127+50 128+00

-204 -204

-202 -202

-200 -200

-198 -198

-196 -196

-194 -194

-192 -192

-190 -190

-188 -188

.5

-1.28%+0.00%

-1.28% -0.00%

10°

30°

10°

NOTE:

1. Refer to the S-Sheets for structural details.

2. Refer to Pier Summary Table for design information.

3. All spans are 10'-0" center to center, unless otherwise shown. Span length in turns based on outer-most dimension.

.0

.3

CURB RAILING, LT

CURB RAILING, RT

SALT CREEK BOARDWALK 126+60 TO 128+13.37

:4 u g u s t

S a lt

C r e e k

B o a r d w a lk

D

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

-1

(2

B o a rd w a lk

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D11 u g u s t

S h e e

C A

\e rf o n p

-1

(2

R o a d w a y

\C A

D D

S h e e ts

\D -M in o r_ P

P

\B o a rd w a lk

P ie r_

D a ta

T a b le .d g n

Sheet 1 of 4

COORDINATE DATA

BOARDWALK PIER

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D12 u g u s t

S h e e

C A

\e rf o n p

-1

(2

R o a d w a y

\C A

D D

S h e e ts

\D -M in o r_ P

P

\B o a rd w a lk

P ie r_

D a ta

T a b le .d g n

Sheet 2 of 4

COORDINATE DATA

BOARDWALK PIER

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D13 u g u s t

S h e e

C A

\e rf o n p

-1

(2

R o a d w a y

\C A

D D

S h e e ts

\D -M in o r_ P

P

\B o a rd w a lk

P ie r_

D a ta

T a b le .d g n

Sheet 3 of 4

COORDINATE DATA

BOARDWALK PIER

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D14 u g u s t

S h e e

C A

\e rf o n p

-1

(2

R o a d w a y

\C A

D D

S h e e ts

\D -M in o r_ P

P

\B o a rd w a lk

P ie r_

D a ta

T a b le .d g n

Sheet 4 of 4

COORDINATE DATA

BOARDWALK PIER

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D15

Salt Creek Road

Wilderness Boundary

Proposed Boardwalk

Wilderness Boundary

Roadway CenterLine

EB 1

EB 2

EB 3

EB 4

EB 5

EB 6

EB 7

EB 8

EB 9

EB 10

EB 11

EB 12

EB 13

EB 14

EB

EB 16

EB 17

EB 18

EB 19

EB 20

EB 21

EB 22

EB

EB

EB

EB

EB

EB 28

EB 29

EB 30

EB

EB 32

EB 33

EB 34

EB 35

EB 36

EB 37

EB 38

EB 39 EB 40

EB 41

EB 42

EB 43

EB 44 EB 45

EB 46 EB 47

EB 48EB 49

EB 50

EB 51

EB 52

EB 53

EB 54

EB 55

EB 56

EB 57

EB 58

EB 59

EB 60

EB 61

EB 62

EB 63

EB 64

EB 65

EB 66

EB 67EB 68

EB 69

EB 70

EB 71

EB 72

EB 73

EB 74

EB 75

EB 76

EB 77

EB 78

EB 79

ER 80

EB 81

EB 82

EB 83

requirements.

See Section 203 of the SCR's for removal in wilderness2.

debris material.

See Boardwalk Removal Table for approximate locations of1.

NOTE:

NO SCALE

:2 u g u s t

A ll

B o a rd w a lk

R e m o v a l_

A e ri a l

[S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \B o a rd w a lk

D e b ri

R e m o v a l_

P la n .d g n

SHEET 1 OF 3

BOARDWALK REMOVAL PLAN

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D16

EB 1

EB 2

EB 3

EB 4

EB 5

EB 6

EB 7

EB 79

ER 80

EB 81

EB 82

EB 83

requirements.

See Section 203 of the SCR's for removal in wilderness2.

debris material.

See Boardwalk Removal Table for approximate locations of1.

NOTE:

NO SCALE

:2 u g u s t

B o a r d w a lk

R e m o v a l

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \B o a rd w a lk

D e b ri

R e m o v a l_

P la n .d g n

SHEET 2 OF 3

BOARDWALK REMOVAL PLAN

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D17

NPS Drwg No. DEVA 143 189630 NPS PMIS No. 331907

SALT CREEK INTERPRETIVE TRAIL

Entrance Road Alignment

+00

55+

60+00

EB 8

EB 9

EB 10

EB 11

EB 12

EB 13 EB 14

EB

EB 16

EB 17

EB 18

EB 19

EB 20

EB 21

EB 22

EB

EB

EB

EB

EB

EB 28

EB 29

EB 30

EB

EB 32

EB 33

EB 34

EB 35

EB 36

EB 37

EB 38

EB 39

EB 40

EB 41

EB 42

EB 43

EB 44

EB 45

EB 46

EB 47

EB 48

EB 49

EB 50

EB 51

EB 52

EB 53

EB 54

EB 55

EB 56

EB 57 EB 58

EB 59

EB 60

EB 61

EB 62

EB 63

EB 64

EB 65

EB 66

EB 67

EB 68

EB 69

EB 70

EB 71

EB 72

EB 73 EB 74

EB 75

EB 76

EB 77

EB 78

requirements.

See Section 203 of the SCR's for removal in wilderness2.

debris material.

See Boardwalk Removal Table for approximate locations of 1.

NOTE:

NO SCALE

:2 u g u s t

B o a r d w a lk

R e m o v a l

S h e

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \B o a rd w a lk

D e b ri

R e m o v a l_

P la n .d g n

SHEET 3 OF 3

BOARDWALK REMOVAL PLAN

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D18

NPS Drwg No. DEVA 143 189630 NPS PMIS No. 331907

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION

:1 u g u s t

B o a r d w lk

R m o v a l

Q u a n ti ty

C A

\e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \D e b ri

R e m o v a l

T a b le

.d g n

Sheet 1 of 1

QUANTITIES

BOARDWALK REMOVAL

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

D19 pattern

Typical benching

Existing ground

NOTE:

1. Benching is not required for ground sloped at 1V:3H or flatter.

2.Bench into existing slope as necessary to meet 12' minimum bench width and 2'-8' typical bench height.

NO SCALE

EMBANKMENT BENCHING

12' (min.)

4' max. bench height (typ.)

2' min. bench height (typ.)

Height varies

Top of subgrade

Proposed em ban km en t slope

See note 2

EMBANKMENT BENCHING

204-A

:1 u g u s t

C

S h e

C A

\e r f o n p

\R o a d w a y

\C A

D D

S h e e ts

\F

\C

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

F1

251-A

BOULDER PLACEMENT DETAILS

NOTES:

Vary adjacent boulders in size and dimension.

the terrain.

the characteristics of boulders indigenous to Boulders to be provided from local source. Match

Place boulders randomly within the maximum spacing.

Place boulders weathered side up, with largest side down.

Place as directed by the CO.

Boulder locations shown on the plans are approximate.

NOTES:

6.

5.

4.

3.

2.

1.

Edge of roundabout surfacing

Boulder (typ.)

Boulder (typ.)

0.5' to 2'

5' max. spacing 3' min - 5' max.

spacing between boulders

Proposed Roundabout surfacing for structural section details See typical section height boulder of3

(Without roadside ditch)

A

A surfacing Clear from

BARRIER BOULDER PLACEMENT

Elevation

Plan

SECTION A-A

randomly in clusters Place Boulders with ground (typ.)

native material and blend Fill up to boulder with m in

2' min.

BOULDER PLACEMENT DETAIL

placement detail, this sheet Boulder, see Boulder

25% to be approx. 4' x 4'

25% to be approx. 2' x 2'

50% to be approx. 3' x 3'

6.

6.

6.

detail, this sheet Boulder, see Boulder placement

Finished grade

V a r ie s

Varies

:1 u g u s t

U n ti tl e d

S h e

C A

\e rf o n p

-1

(2

R o a d w a y

\C A

D D

S h e e ts

\G -2

\2

-A

B O

U L

D E

R S

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CA

CA ERFO NP DEVA 2022-1(2)

G1

NO SCALE

NOTE:

1.

2.

3.

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

PAVEMENT

THICKNESS

TRANSVERSE

JOINT SPACING

See Note 2See Note 2

Provide the same type of dowel assemblies and tie bars for joints in plain portland cement concrete pavement as shown for joints in reinforced pavement.

Lap longitudinal and transverse reinforcement not

Transverse joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar

See Standard 501-2 for joint and joint sealing details.

less than 15 inches.

(in) (ft)

6 ≤ T <12

T < 6

(typ.)

2'-0"

(t y p typ.

2" clear ty p c le a r ty p c le a r typ.

2" clear welded wire reinforcement or No. 4 bars Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars W6 x W6 welded wire Slab reinforcement 4" x 4" -

STANDARD APPROVED FOR USE --/----

9/2016 REVISED: 501-1

MINOR CONCRETE PAVEMENT

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:1 u g u s t

S td

-1

C

A \e rf o n p -1

(2

R o a d w a y \C

A D

D S h e e ts

\R -5

\S td -1

.d g n

PROJECT

NUMBER

SHEET

SALT CREEK INTERPRETIVE TRAIL

CA ERFO NP DEVA 2022-1(2)

R1

NO SCALE

T/3 T/3 T/3

NOTE:

1.

2.

3.

4.

5.

6.

7.

8.

9.

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNDOWELED - TRANSVERSE and

UNTIED - LONGITUDINAL

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

T/2

T/2 T/2

T/2T/2

BAR SIZES

PAVEMENT

THICKNESS (T) TIE BAR

DOWEL BAR

DIAMETER

Fixture or structure

T

T

T

TT

T

T

T

T joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

T/2

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT

T/2 piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

T

Dowel cap

Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement.

Deformed reinforcing bars or hook bolts may be used for tie bars.

Install isolation joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations for approval.

For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin.

Maintain joint sealant shape factor of 1:1; except when silicone sealant is used maintain the width to depth shape factor of 2:1 or as recommended by sealant manufacturer.

See Section 712 for joint material requirements.

See Standards 501-1 or 502-1 for reinforcement details.

10 < T ≤ 12

8 < T ≤ 10

T ≤ 8 1

9"9" 9"9"

18"18" 18"18"

9"9" 18"18"

Tie bar @ 30" c-c Tie bar @ 30" c-c

#6

#5

#5

(in) (in)

" keyway2 1T/3 x 1

18"18" Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

" typ.8 1" typ.8

1" typ.2

Do not place tie bars within 15 inches of transverse joints.

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

STANDARD APPROVED FOR USE --/----

9/2016 REVISED: 501-2

PAVEMENT JOINTS

MINOR CONCRETE

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY…