CA NP LAVO 10(6) Sulphur Works Repairs FINAL PLANS.pdf

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

:3

P

M

J u n e

S h e e t

N

C A

\l a v o (6

R o a d w a y \C

A D

D S h e e ts

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

CA

CA NP LAVO 10(6)

A2

NPS PMIS No. 334779

SULPHUR WORKS REPAIRS

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

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

N

CP

36 31

36 31

0.00EL.

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

NPS = National Park Service Toe of FillSpot Elevation

FIO = For Information Only Transition Double Track

PROJECT SPECIFIC ABBREVIATIONS 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

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

:4

A

J u n e

S h e e t

N

C

A \l a v o (6

R o a d w a y \C

A D

D S h e e ts

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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

A3

EV

A D

A

A R I Z

O N

A

MEXICO

OREGON

Eureka

FRANCISCO

SAN

Sacramento

ANGELES

LOS

Diego

San

Redding

CALIFORNIA KEY MAP

LEGEND

Interstate

County Road

U.S. Route

Sheet 1 of 1

SITE MAP

Sta. 430+00.00 - 434+00.00

SULPHUR WORKS REPAIRS

CA NP LAVO 10(6)

SCHEDULE A

No Scale

Images taken from GOOGLE and from NPS Park Maps.1.

NOTE:

CA NP LAVO 10(6)

CA NP LAVO 10(6)

CA NP LAVO 10(6)

10 Miles

To Mineral, CA

66 Miles

To Redding, CA

No Scale

No Scale

No Scale

Parking Lot

Sulphur Works

Staging Area

:5

J u n e

U n ti tl e d

S h e e

C A

\l a v o \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

S it e M a p .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

A4

Type II-A geotextile fabric

6" Select Topping

4" Roadway Aggregate, Method 2

Existing Structural Section

Detail A approx. 1.5' depth

Keyed Class 1 Riprap, Existing ground

No Scale

SULPHUR WORKS REPAIRS

TYPICAL SECTION

Structural Section

Existing

Detail A

1:20 typ.

Fencing Materials)

Fixture (Split Rail, 3 Rail, Item 64605-0000, Replace fencing components

(proposed)

Concrete Curb & Gutter

(proposed)

Colored Concrete Sidewalk

(existing)

Concrete Sidewalk

Perimeter Boulder

(Approximate)

Existing Ground

(two layer)

Base Boulder

(Non-woven)

Geotextile, Class 1, Type E

Limit

Equipment

4" Roadway Aggregate, Method 2

No Scale

6" Select Topping

Special Rock Embankment non-woven geotextile

Class 1, Type E

Lean Concrete Backfill (as needed)

Proposed Structural Section

Detail B

CL

1%

Varies Varies 1%

Existing fence

(Do not disturb) to the sidewalk curb

Active fumarole adjacent

Structural Section

Proposed

Detail B

(left open for clarity on existing ground)

Place Special Rock Embankment

Special Rock Embankment

Rock

Volcanic Topping

Method 2 (proposed)

Roadway Aggregate, Embankment Material

(existing)

Roadway Aggregate, Method 2

5. See Sheet C1 for installation notes and operating equipment near the edge of undermined edge of concrete.

See Specials 609-A for concrete curb and gutter, concrete sidewalk details. See Special 619-A for Fence details.4.

Construct Special Rock Embankment according to Section 252 of the SCR's. See C-sheets for more information.3.

Protect existing roadway. do not disturb the roadway or slopes outside the limits of construction shown.2.

is shown for information only.

Typical section shown reflects previously constructed work with proposed repairs. Existing structural section information1.

NOTE:

V :1

H M a x . Fa ce S lo p e

V :1

H M a x . B a ck slo p e approx.

25 ft.

7' 2'

Embankment

Special Rock

Rock

Topping

Volcanic

Rigid Pavement (charcoal gray) 12" Type V Cement, Colored Reinforced

Construction and Repair Limits

5'

5'

12" 501 Rigid Pavement (existing)

11'11'

1' - 10"

4'-6'

Sheet 1 of 1

SULPHUR WORKS

TYPICAL SECTIONS

:5

J u n e

T

Y P

IC

A

L S

E C

T

IO

S

U

L P

H U

R W

O R

K

C A

\l a v o \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

R ty p ic a l.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

A5

PMIS#: 334779

Sheet and Description

B2

Tabulation of Quantities

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0140 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A0160 20415-0000 SELECT TOPPING (VOLCANIC ROCK) CUYD 150 150

A0180 20416-0000 SELECT TOPPING TON 20 5 25

A0200 20420-0000 EMBANKMENT CONSTRUCTION CUYD 20 20

A0220 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 1,000 1,000

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 40 10 50

A0260 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 70 20 90

A0280 61401-0000 LEAN CONCRETE BACKFILL CUYD 5 1 6

A0300 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 40 10 50

A0320 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40 As directed by the CO.

A0340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40 As directed by the CO.

A0360 62301-0000 GENERAL LABOR HOUR 40 As directed by the CO.

A0380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 3,632 168 3,800

A0400 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0420 64605-0000 FIXTURE (SPLIT RAIL, 3 RAIL, FENCING MATERIALS) LPSM ALL

MileStone: CA NP LAVO10(6) SULPHUR WORKS REPAIRS Date Completed: 07/05/23 Report Date: 07/05/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:3 P

M

Remarks and/or Determination of Estimated Quantity

Pay Item Description Unit

Estimated Quantities

N

C A \l a vo

(6

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

C A N

P L

A V O

(6

S u lp h u r

W o rk s S O

Q .x ls m

]S h ee t

PROJECT

B1

CA NP LAVO 10(6)

SULPHUR WORKS REPAIRS

SHEET

NUMBER

:3

J u ly

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

C A

\l a v o

\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

Sheet 1 of 1

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

B2

STATE PROJECT

P

M N C

A la v o R o a d w a y C

A D

D S h e e ts C

M L P

P C

R e p a ir P la n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

NOTE:

Sheet 1 of 2

CA C1

NO SCALE

100'50'0

Scale in Feet

SULPHUR WORKS SLOPE REPAIR PLAN VIEW

REPAIR LOCATION

Boulder Base

Special Rock Embankment

Sulphur Works Sidewalk Reconstruct Pre-existing

Perimeter Boulder

Boulder Base

Concrete Sidewalk, Curb and Gutter

Special Rock Embankment

Special Rock Embankment

SULPHUR WORKS REPAIRS

CA NP LAVO 10(6)

SULPHUR WORKS REPAIRS

Limits of Construction

Boulder Base 6.

5.

4.

3.

2.

1.

void under concrete slab

Approximate Limits of

NPS PMIS NO.: 334779

Embankment

Special Rock

Boulder Base

REPAIR LOCATION - TOP VIEWREPAIR LOCATION - PROFILE VIEW

Perimeter Boulder

Station 430+00.00

CA NP LAVO 10(6)

Begin Project

Station 434+00.00

CA NP LAVO 10(6)

End Project

To Sulphur Works Parking Lot

(Staging Area) 300 ft.

face of Special Rock Embankment.

Embankment to contain the structural section and embankment material buffer. Place volcanic topping material over the

Hand Place smaller rock within the top 1' of repair zone. Place a boulder perimeter at the top of the Special Rock sidewalk, fence and buffer space. Refer to Section 252 of the SCR's for more information on Special Rock Embankment.

Construct Special Rock Embankment at a offset distance far enough to reconstruct the proposed curb and gutter, bottom, back and top of Rock Embankment. Place the Rock Embankment to match the existing slope angle, as feasible.

Place Special Rock Embankment to fill the repair area. Place rock mechanically to interlock. Place Geotextile at the are included inside the Special Rock Embankment Pay Limits.

Boulders with a minimum dimension of 3'. Fit Boulders to a 2 deep base pattern, for full width of repair zone. Boulders against. Place Geotextile below and behind of base boulders. Key the base boulders into existing native material. Place along the proposed back slope of the Special Rock Embankment to fill remaining void and create a smooth slope to place

Excavate to and prepare foundation on competent ground. Use suitable on -site material to level foundation pad and fill been reestablished under the roadway structural section.

Equipment may operate closer to the existing edge of concrete after the slope has been reconstructed and support has

Do not operate equipment, load or unload material within 6' of the edge of concrete pavement inside the repair limits.

submit a repair plan for review. The Contractor is responsible for the required repairs.

damage during construction. If the wearing surface or other features designated to remain in place are damaged, Do not disturb the existing concrete pavement. Protect the existing surface, sidewalk, curb and gutter from construction limits. Do not remove native material beyond the limits of repair.

Remove existing debris including concrete, rock, fabric, and other unsuitable material within the

STATE PROJECT

P

M N C

A la v o R o a d w a y C

A D

D S h e e ts C

M L P

P C

R e p a ir P la n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

A

A

SULPHUR WORKS REPAIRS

Sheet 2 of 2

CA

SULPHUR WORKS REPAIRS

CA NP LAVO 10(6)

C2

FINISHING - ORIGINAL

SIDEWALK, FENCE, SLOPE

FINISHING - ORIGINAL

SIDEWALK, FENCE, SLOPE

100'50'0

Scale in Feet

Begin Fence, Split Rail, 3 Rail Begin Concrete Sidewalk (colored) Begin Concrete Curb and Gutter Sta. 432+25

End Fence, Split Rail, 3 Rail End Concrete Sidewalk (colored) End Concrete Curb and Gutter Sta. 432+92

Lean Concrete Backfill

Sta. 434+00

End Permanent Striping

Sta. 430+00

Begin Permanent Striping

Material

Embankment

NOTE (continued):

CL

Varies

1% Roadway Aggregate, Method 2

Width varies

Colored Concrete Sidewalk

Install 12" Concrete Curb and Gutter

SULPHUR WORKS SLOPE REPAIR PLAN VIEW - CONCRETE & FENCING

Existing Concrete Pavement

Special Rock Embankment

Fence, Split Rail, 3 Rail

NPS PMIS NO.: 334779

Perimeter Boulder

12.

11.

10.

9.

8.

7.

(Typical Sections Sheet)

Structural Section

Detail B

Embankment Material

Boulder Perimeter (proposed)

Top of Special Rock Embankment/

Class 1 Riprap (pre-existing)

Stripe the roadway according to Section 634.

Install Fence according to Section 619 and 646. See the SCR's and Special 619-A for more information.

the concrete has had 7 days to cure, and the fence has been installed.

Place Roadway Embankment material between the perimeter boulders and the exposed face of sidewalk/fence line after

See Special 609-A for more information.

Construct Concrete Curb and Gutter, Sidewalk according to Sections 609 and 615. See the SCR's for more information.

remaining void between repair work and existing concrete, without filling further under existing concrete than necessary.

existing concrete pavement or concrete sidewalk or curb and gutter. Place lean concrete in a manner to fill the pavement to the extent practical. Place Lean Concrete Backfill between roadway aggregate and the bottom of the

Place Roadway Aggregate, Method 2 according to Section 302. Place Roadway Aggregate under the existing concrete

Place geotextile over the top of Select Topping material.

Place Select Topping material to level out Special Rock Embankment prior to placing Roadway Aggregate.

Rock

Topping

Volcanic

SECTION A - A'

side of fiber roll material on uphill

Place excavated Wood stakes

Fiber roll

Slope

Fill slope uphill side of fiber roll

Place excavated material on uphill side of fiber roll

Place excavated material on

Fill or cut slope

Stagger joints (typ.)

along contours

Install fiber rolls roll 2" min.

Trench fiber

Fiber roll table for length requirements

See Fiber Rolls at Culverts around culvert inlet

Install fiber rolls flared end section

Culvert inlet with end section with flared

Culvert outlet length requirements

Culverts table for

See Fiber Rolls at around culvert outlet

Install fiber rolls

Fiber Roll

See note 6 control runoff culvert as needed to

Install fiber rolls below

151V:2H and steeper

30Between 1V:3H and 1V:2H

45Between 1V:4H and 1V:3H

601V:4H or flatter spacing (ft)

Fiber Roll Maximum �9" Slope Gradient

FIBER ROLL SPACING TABLE*

NOTE:

1. Repair all rills or gullies and properly compact prior to installation.

2. Install fiber rolls along slope contours. For any 20' section of fiber roll, do not allow the fiber roll to vary more than 5% from level.

3.Stake fiber rolls in place with 1 "x 1" or 1" � wood stakes. Space stakes 4' o.c. max. on slopes and 2' o.c. max. culverts. Stake fiber rolls 6-inches from each end.

4. Drive stakes into undisturbed soil at least 12" deep. Expose stakes 2" above top of fiber roll.

5. For fiber rolls on bare soil, construct trenches parallel to the contour.

Place fiber rolls in continuous contact with trench bottom and sides.

Tamp soil backfill against upstream side of fiber roll to ensure storm water is forced to flow through fiber roll rather than under it.

6. Place fiber rolls all the way around the inlet when the disturbance is on both the road and around the culvert and all water entering the culvert is crossing the disturbance.

NO SCALE

FIBER ROLL JOINT DETAIL

D irection of ru n off

*Approximate spacing shown. Adjust spacing as needed dut to project-specific conditions.

FIBER ROLL LAPPING DETAIL

S lo p e

S ta k e

C le a ri n g

L im it

Flow

Trench 2" min.

FIBER ROLL AS PERIMETER CONTROL

INSTALLATION DETAIL

Flow

Trench 2" min.

STAKE DETAIL

FIBER ROLL SLOPE LAYOUT

Flow

Flow

Flow

SECTION A-A

FIBER ROLL

AT CULVERT INLET

FIBER ROLL

AT CULVERT OUTLET

A A

Flow

*Approximate length shown for rolls across the top of the culvert inlet only.

Adjust length as needed due to project-specific conditions.

3054" or larger

2030" to 48"

1024" or smaller

Fiber Roll length (ft)�9" Culvert Size

FIBER ROLL AT CULVERTS*

Pay lim its

Pay lim its ove rlap12" mi n.

m in m in spacing table See Fiber roll

Se e n ote

Se e n ote

FIBER ROLL

C157-55

:3

J u n e

C

-5

S h e t]

C

A \l a v o

(6

R o a d w a y \C

A D

D

S h e e ts \E

-1

\C

-5

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DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

01/2011DETAIL APPROVED FOR USE

09/2020 12/2017REVISED:

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

E1

CURB & GUTTER, CONCRETE, 12-INCH DEPTH

12"

1%

SULPHUR WORKS SIDEWALK DETAIL

section thickness for existing structural

See typical sections

Curb and gutter4" Concrete Sidewalk fence details

619-A for

See special

Dimension Varies (4' minimum)

R=2"

R=4"

12" Reinforce Concrete Pavement (existing)

12" Reinforce Concrete Pavement (existing) section thickness for existing structural

See typical sections separately or monolithically the curb and sidewalk are poured

A tooled joint is required whether

1' - 4"

12"

4" min.

6" min. Roadway Aggregate, Method 2

Roadway Aggregate, Method 2

NOTE:

Match roadway cross slope but no flatter than 1:12.4.

to match existing according to section 601 of the SCRs

Curb and Gutter will be type V cement, Class F Fly Ash with coloring 3.

Measure roadway aggregate, other materials as shown in the quantities.2.

Match coloring of existing concrete curb and gutter, sidewalk.1.

SIDEWALK FORMING - FOR INFORMATION ONLY

SIDEWALK FORMING - FOR INFORMATION ONLY

NO SCALE

''2

6''

10"

12"

"2

:0

J u n e

D D e s ig n S u r v

F

C A

\l a v o \R o a d w a y \C

A D

D S h e e ts

\T \s p A

.d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

DETAILS

CURB AND GUTTER, SIDEWALK

609-A

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

T1

WOOD THREE RAIL FENCE

Sheet 1 of 2

619-A

Steel brace plates

Steel post sleeve post base cut to fit post sleeve

" x 2" Hex head lag screws

Cut flat faces in log end to fit bracket

Steel brace plate

Cut flat faces in log side to fit bracket

Railing bracket

Cont. Weld

EA. Side

10" DIA. Wood log post

4" DIA. Wood log railing

Chamfer edge, 3

6"X6" Post end

Post above

Carriage bolt

Post

Railing

2"

4"

2"

SECTION A

Concrete sidewalk

3/4" X 8" Carriage bolt with washer and nut

A

45°

Steel post sleeve with slotted holes5.

4.

DETAIL B

Steel railing bracket, see

DETAIL B

Finished ground the post of anchorage assembly)

(Use to attach the section to

SLOTTED HOLE DIMENSIONS

Slotted Hole Dimensions steel brace plate. See

Provide slotted holes in

" O.D.2

12"

" screws2 1" x 28 end

Steel Rod with threaded

1" dia. Galvanized A36

Plate washer, lock washer and hex nut

12" approval. Provide slotted holes on steel brace plates.

5. Submit connection detail sleeve, bolts, to CO for

4. Cut post bases in field to ensure a tight fit.

fit brackets as shown.

12%. Use architectural grade lumber. Cut ends of logs to

Fir, with tight growth rings and moisture content less than

3. Posts and railings to be cut from standing dead Douglas for acceptance prior to fabrication.

Color shall be NPS Dark Brown. Submit color samples

2. Powder coat brackets and sleeves after fabrication.

" thick. 16

1. All metal hardware will be A36 steel. Brackets will be

NOTES:

NO SCALE

(Photos For Info Only)

WOOD THREE RAIL FENCE

RAILING BRACKET

POST SLEEVE

"16

" O .D

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SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

T2

WOOD THREE RAIL FENCE

Sheet 2 of 2

619-A NO SCALE

CONC. SIDEWALK

LOG RAILING

STEEL RAILING BRACKET

10" LOG POST

ELEVATION

4' or 8'

NOTE:

3.

2.

1.

approval prior to ordering materals.

Submit fence layout drawings to the CO for locations.

4' sections are required at all sidewalk overlook numbering plan for review prior to branding.

hides them from view when installed. Submit posts, and on the ends of the rails in a manner that winter closure. Brand numbers into the tang of the

Number posts and rails to facilitate removal during

1 2 3 4

1a

1b

1c 2c

2b

2a 3a

3b

3c

2A

2B

2C 3C

3B

3A 4A

4B

4C

NUMBERING (TYPICAL)

Up Station

PIECE MARKING STYLE

(PIECE NUMBERS TBD/VERIFIED)

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SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

T3

C634-50

4 4

White edge line center line

Broken yellow

White edge line yellow center line

Broken and solid

White edge line yellow center line

Solid double

White edge line

White edge line yellow center line

Solid double yellow center line

Solid double

PAVEMENT JOINT

AND TOP LIFT

CENTERLINE STRIPING

4" or as required by the state.

NO SCALE

L w

L w

DETAIL C

Two-way traffic

No passing zone both directions

L w

L w and top lift pavement joint

Striped centerline

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder

DETAIL A

Shoulder

DETAIL B

Shoulder w /2

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

CURVE STRIPING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

(Staked)

ON SPIRAL CURVES

STRIPING DETAIL

NOTE:

to curve widening on simple curves.

Centerline offset striping is only applicable curve widening.

widths remain constant throughout the widths within the traveled way. Shoulder curve widening to achieve equal lane

Paint centerline striping on curves with ranges and quantities for pavement markings.

See Summary for tables showing station normal edge of shoulder.

way and curve widening, 2" (max.) from the

5. Paint the edgeline striping outside the travel

4.

3.

2.

1.

40'

30'10'

10'

40'

30'

No Passing Zone

No Passing Zone

Travel way (L)Travel way (L) curve widening (w) guardrail offset shoulder (s) shoulder (s) w/2 shoulder (s)

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

Travel way (L) guardrail offset curve widening (w/2) shoulder (s) s s L

L

Length of curve widening

L L s s s s

L w /2

L w /2

2L w

2L w s s 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 s

Paved ditchPaved ditch

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C A

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DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

07/2004DETAIL APPROVED FOR USE

08/2021 01/2018 08/2014 08/2006REVISED:

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

T4

NO SCALE

ROAD NAME

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES xx

MPH

ROAD NAME

WORK

ROAD

xxxxxxx xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

the CO.

Maintain two-way traffic during all non-work hours except as approved by

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

Where advance warning signs, placed as shown, interfere with permanent this traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used, place the two W20-1

C

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

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A \l a v o (6

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\W -6

\S td -1

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

W1 posted speed, not the advisory speed.

Approach speed based on the regulatory *

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD name of the Contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at as approved by the CO.

Final location and spacing of devices may be changed to fit field conditions those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to

Flagger location

WORK

ROAD

AHEAD

See Note 4

W20-1

BE

PREPARED

TO STOP

W20-7

(optional)

W16-2Pxxx

FEET

Flagger location

ROAD WORK

END

See Note 4

G20-2

W3-4

Traffic flow

Traffic flow

NOTE:LENGTH AND SPACING TABLE SIGN SPACING TABLE

LENGTH

BUFFER SPACE

SPEED*

APPROACH

BUFFER SPACE

(optional)

Spacing Table)

(See Length and

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

Spacing Table)

(See Length and WORK SPACE

A

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

FEETMPH

7/2022 REVISED:

635-5

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

:0

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

W2

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Spacing Table)

(See Length and Channelizing devices

(optional)

Flagger location

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

(optional)

W16-2P

Flagger location

WORK SPACE

ROAD WORK

END

See Note 4

G20-2 the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD name of the Contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at as approved by the CO.

Final location and spacing of devices may be changed to fit field conditions those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to

7.

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:SIGN SPACING TABLELENGTH AND SPACING TABLE

50' - 100' 50' - 100'

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Device spacing

BUFFER SPACE

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

TERMINATION AREA

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100MPH FEET SPACING IN FEET

See Note 6

10' min.

635-6

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

W3 not the advisory speed.

Approach speed based on the regulatory posted speed, *

Traffic flow

Traffic flow xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

(optional) light warning

Type B

See Note 5

STOP LINE

See Note 5

STOP LINE

See Note 2

Temporary traffic signal

See Note 2

Temporary traffic signal

Channelizing devices to provide access to work space downstream taper if necessary

Reduce or eliminate drums in it has two signal faces that are at least 8 feet apart and meets the other

50' - 100'50' - 100'

NOTE:

LENGTH AND SPACING TABLE SIGN SPACING TABLE

8.

7.

6.

5.

4.

3.

2.

1.

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to those the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD WORK pavement markings.

Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02.

markers between the work space and the stop line. Add no-passing lines in

Section 3B.16. Remove existing conflicting pavement markings and raised

For paved roadway surfaces, install stop lines complying with MUTCD using a qualified engineer.

approved by the CO. If signals are moved, determine revised signal timing

Final location and spacing of devices may be changed to fit field conditions as automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually or requirements of Part 4 of the MUTCD. Establish signal timing using a qualified

Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD.

See Note 6

G20-2

ROAD WORK

END

W3-3

R10-6

See Note 6

W20-1 W20-4

(optional)

W13-1P

STOP

HERE ON

RED

(optional)

W1-4

R10-6

STOP

HERE ON

RED

See Note 6

G20-2

ROAD WORK

END

(optional)

WORK SPACE

(optional)

Spacing Table)

(See Length and

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

ROAD TYPE

(See Length and Spacing Table) VARIABLE TERMINATION AREA

ABUFFER SPACE TAPER AREABUFFER SPACETAPER AREAABC

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 5 Device spacing

MPH FEET SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

40' - 180'

See Note 7

10' min.

40' - 180'

635-9

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

W4

Traffic flow

Traffic flow

LENGTH AND SPACING TABLE

* Approach speed based on the regulatory posted speed, not the advisory speed.

pavement markings

Remove conflicting

See Note 2

Temporary concrete barrier.

Channelizing devices

NOTE:

6.

5.

4.

3.

2.

1.

necessary to provide access to work space.

Reduce or eliminate drums and barrier in downstream taper if stored in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or hours or when access is not needed.

Place channelizing devices at downstream taper during non-work

Requirements, Section 156.

For project specific minimum width, refer to Special Contract the barrier ends with a crash cushion. Include reflectors on barrier

Terminate barrier ends outside the work zone clear zone or protect

Place barrier according to the AASHTO Roadside Design Guide.

may be changed to fit field conditions as approved by the CO.

Install signs and other devices for single lane closure according to

Standard 635-6, 7, 8, or 9. Final location and spacing of devices at 25' intervals.

(50' - 100')

50' - 100')

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

WIDTH

CLEAR ZONE

WORK ZONE

RATE

FLARE

BARRIER

CONCRETE

1:16

1:16

1:16

1:16

1:14

1:12

1:10

1:9

1:8

1:8

1:8 spacing

Device

(optional)

BUFFER SPACE

TAPER AREA

See Note 4

TAPER AREA (

(optional)

BUFFER SPACE

VARIABLE WORK SPACE

(See Length and Spacing Table)

MPH

FEET

SPACING IN FEET

FEET

See Note 3

10' min.

See Note 2

See Note 2

635-13

WITH TEMPORARY BARRIER

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

W5

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" dia. bolts 4 1Attach sign panels with a minimum of 2 -a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign

NOTE:

WOOD POST SELECTION TABLE

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

by the CO.

State standards may be used as an alternative if approved

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f p a v e d s h o u ld e r

E d g e o f tr a v e le d w a y

90°

93° "X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

7/2022 REVISED: 635-14

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

:0

A p ri l

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-1

C

A \l a v o

(6

R o a d w a y \C

A D

D

S h e e ts \W

-6

\S td -1 d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

CA NP LAVO 10(6)

W6

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

See NPS Pictograph and Note 3 5 .2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.510.153.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C

.3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

Ensure all pictographs are vector-based, vinyl-ready.

All incorporated pictographs are subject to approval. 3.

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

Background - White (retroreflective)

Border - White (retroreflective)

Legend - PMS 1615, Brown (retroreflective)Colors:

NPS PICTOGRAPH

.2

635-A

LAW SIGN

BIPARTISAN INFRASTRUCTURE

:4

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\l a v o

\R o a d w a y

\C A

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S h e e ts

\W

\s p

A

.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 NP LAVO 10(6)

W7