CA FLAP 111(1) Beckwourth Final Plans.pdf

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Revegetation Services - Beckwourth_Genesee Road CA FLAP 111(1)
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6982AF21Q000011
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Know what'sbelow.

before you dig.Call

R www.call811.com

R

D E P

A T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

To Reno

44 Miles

BeckwourthTo Portola

5 Miles

C ro c k e r

M o u n ta in R d

G e n e se e

R oad

B e c k w o u rth

Genesee Road

Eureka

SAN

FRANCISCO

LOS

ANGELES

San

Diego

Sacramento

OREGON

N

EV

A D

A

ARIZONA

MEXICO

Redding

KEY MAP OF CALIFORNIA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Project Location

STA 1218+00

BEGIN SCHEDULE A

STA 1471+00

END SCHEDULE A

Scale in Miles

20 4

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT MANAGER LEAD DESIGNER

DENVER, CO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

DATE:

RECOMMENDED:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Grading

Biotic Soil Amendment, Fiber Rolls, Seeding, Bonded Fiber Matrix, and

TYPE OF CONSTRUCTION:

MICHAEL DAIGLER SEBASTIAN GUZMAN

PLANS FOR PROPOSED

CA FLAP 111(1)

BECKWOURTH - GENESEE ROAD

PLUMAS NATIONAL FOREST

PLUMAS COUNTY

SCHEDULE A - VARIOUS SITES

:0

P

M

J u ly

F S

N

C A

\c a -1

(1

R o a d w a y

C A

F L

A P

(1

C

A D

D S h e e ts

\A -G e n s h t\

T T

L U

S .d g n

STATE PROJECT

NUMBER

SHEET

CA

CA FLAP 111(1)

A1

BECKWOURTH GENESEE RD

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

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3

J u n e

S h e e t

C

A \c a

-1 (1

R o a d w a y

C A

F L

A P

(1

C

A D

D

S h e e ts \A

-G e n s h t\ s y m

.d g n

STATE PROJECT

NUMBER

SHEET

CA

A2

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.

Area of Biotic Soil Amendment, Seeding, and Bonded Fiber Matrix

:4

J u n e

S h e e t

C

A \c a

-1 (1

R o a d w a y

C A

F L

A P

(1

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 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

CA

A3

ˆ

ˆ

ˆ

ˆ

ˆ

S T

A T E H

IG

H W

A Y

T A

N K

S

W A

T E

R

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

D I

D I

STO

P

U S F S B

D Y L

IN

E

U S F S B

O U

N D

A R

Y U S F S B

O U

N D

A R

Y

U S F S B

O U

N D

A R

Y

U S F S B

O U

N D

A R

Y

S

L S

O U

T

P

IN

E T

N R

E S

U S F S B

O U

N D

A R

Y

U S F S B

O U

N D

A R

Y

TANK

TANK

TANK

P A

V E

M E

N T G

R A

V E

L

STATE PROJECT

A

M N C

A c a R o a d w a y

C A F

L A

P

C

A D

D S h e e ts A G e n s h t\

C A S it e P la n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

Sheet 1 of 2

SITE PLAN

Main St.

Maintenance Yard

Plumas Co. Beckwourth Ranch

Ceresola

FS 23N30

Beckwourth - Genesee Road

FS 24N52X

4000'2000'0

Scale in Feet

C a li fo rn ia S ta te H ig h w a y

National Forest boundary m il e s

T o R e n o m il e s

T o P o rt o la

To Pappas Camp

FS 23N53

A4

Site 1

Site 2

Site 3

Site 4

Site 6

Site 5

Site 7

Site 8

Station 1218+00

Begin Schedule A

DI

.5 http://denver.craigslist.org/pts/3962112643.html

Sheet 2 of 2

SITE PLAN

No Scale

Dotta Canyon

FS 24N32

Flynn Residence Private Drive

Crocker Mountain Road

4000'2000'0

Scale in Feet

Campground Crocker Creek

A5

Site 9

Site 10

Site 11

Site 12

Site 13

Site 14

Station 1471+00

End Schedule A

3 3

.8

5675.80 5 .8

5675.70

D

IR

E C

T

IO

N S

S T

O P

B E

C K M

IL

E

G E

N E S

E

N A

T . F

O R . 7

N

T I

N T

E R

S E

C T I O

N

P A

V E

M E

N T G

R A

V E

L

C A

C A

P T

8 2

ˆ

ˆ

S ° 4

' 1

" W , 8

.6

T

IE

T

O P

O B P -1

P O

B P

A R

C E L

P -1

T I E T

O P

O B P

S

' 3

E , 1

.1

POB PARCEL

P33-1

V O

L . 2

, P

G . 6

, 1

' U

S F S R

O A

D E

A S

E M

E N

T

STATE PROJECT

A

M N C

A c a R o a d w a y

C A F

L A

P

C

A D

D S h e e ts A G e n s h t\

C A S it e P la n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

CA

:0

J u ly

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

C A

\c a

\R o a d w a y

C

A F

L A

P

\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

SCHEDULE A

SUMMARY OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

CA

B1

5260 5265

5305 5

0 5

5355 5360

5385 5390

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

NATIONAL FOREST BOUNDARY

USFS AC E 1/16 C-C S10 1989

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

1218+00 TO 1221+00

PLAN SHEET

200'100'0

Scale in Feet

Sta. 1218+00

Begin Schedule A

200'100'0

Scale in Feet and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1218+00 - 1223+50, Lt.

Site 1 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1218+00 - 1226+00, Rt.

Site 2

C1

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

54255430

5570 5

5575 5575

55600

N A T

IO

N A

L F

O R

E S

T B

O U

N D

A R

Y

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

C2

1221+00 - 1253+00

PLAN SHEET

200'100'0

Scale in Feet

200'100'0

Scale in Feetand Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1232+00 - 1245+00, Rt.

Site 3 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1232+00 - 1245+00, Rt.

Site 3

5+00

0+00

60 5665

5730 5735

5 5

5 5

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

C3 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1256+00 - 1260+00, Lt.

Site 4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

1253+00 - 1284+00

PLAN SHEET

0 5865

DITCH

DITCH

DITCH

DITCH

DITCH

DITCH

TR

EES

S C

ATTER

ED

TR

EES

S C

ATTER

ED

DITCH

DITCH

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

200'100'0

Scale in Feet and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1284+00 - 1296+00, Rt.

Site 5 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1286+00 - 1295+00, Lt.

Site 6

1284+00 - 1315+00

PLAN SHEET

200'100'0

Scale in Feet

C4

5 5

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

200'100'0

Scale in Feet and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1320+00 - 1325+00, Rt.

Site 7 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1336+00 - 1344+00, Rt.

Site 8

C5

1315+00 - 1345+00

PLAN SHEET

0 5

57105710

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

200'100'0

Scale in Feet

1345+00 - 1376+00

PLAN SHEET

200'100'0

Scale in Feet and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1372+00 - 1375+00, Rt.

Site 10

C6 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1358+00 - 1364+00, Lt.

Site 9

5660 5660

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

200'100'0

Scale in Feet

C7

1376+00 - 1406+00

PLAN SHEET

200'100'0

Scale in Feet and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1393+00 - 1396+00, Rt.

Site 11

5590 559

F L A

G P

O L E

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U S

E R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

C8

1406+00 - 1437+00

PLAN SHEET

200'100'0

Scale in Feet

200'100'0

Scale in Feet

5540 5540

5540 55

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

200'100'0

Scale in Feet

C9

1437+00 - 1467+00

PLAN SHEET

200'100'0

Scale in Feet and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1440+00 - 1444+00, Lt.

Site 12

STATE PROJECT

T

IM

E

D

G N

D

A T

E

U

S E

R

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

CA FLAP 111(1)

200'100'0

Scale in Feet

Sta. 1471+00

End Schedule A

200'100'0

Scale in Feet

C10

1467+00 - 1497+00

PLAN SHEET

and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1467+00 - 1471+00, Lt.

Site 13 and Bonded Fiber Matrix

Biotic Soil Amendment, Seeding, Sta. 1467+00 - 1471+00, Rt.

Site 14

0 1

0 1 side of fiber roll material on uphill

Place excavted Wood stakes

Fiber roll

Slope

Fill slope uphill side of fiber roll

Place excavted material on uphill side of fiber roll

Place excavted material on

Fill or cut slope

Stagger joints (typ.)

along contours

Install fiber rolls

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.

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

3054" or larger

4530" to 48"

6024" 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

FIBER ROLL

09/2020REVISED: 12/2017

:4

J u ly

C

-5

S h e e t]

C

A \c a -1

(1

R o a d w a y

C A

F L A

P

(1

C

A D

D S h e e ts

\F -1

\C

-5

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

157-A

DETAIL APPROVED FOR USE 01/2011

STATE PROJECT

NUMBER

SHEET

CA

BECKWOURTH GENESEE RD

F1

NO SCALE

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

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 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 post-mounted signs when not applicable.

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

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

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 construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

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

to this project. The Contractor may add or delete information and details in this

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 the Section 635 of the Special Contract Requirements for allowable

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

that an encroachment permit has been obtained.

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

NOTE:

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S

T D

C

A c a R o a d w a y

C A F

L A

P

C

A D

D S h e e ts T S td

.d g n

J u n e

STATE PROJECT

NUMBER

SHEET

T1CA

BECKWOURTH GENESSE RD

7.

6.

5.

4.

3.

2.

1.

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.

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

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

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

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

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

Channelizing devices Flagger location

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

(optional)

W13-1P

(optional)

W16-2P

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

Flagger location

WORK

ROAD

AHEAD

NO SCALE

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

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S

T D

C

A c a R o a d w a y

C A F

L A

P

C

A D

D S h e e ts T S td

.d g n

J u n e

STATE PROJECT

NUMBER

SHEET

T2CA

MEDIAN SHOULDER

SHOULDER

I

I

I A

I A

I A

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

REVISED STANDARD PLAN RSP T25

NO SCALE

ROAD

AHEAD

WORK

ATTENUATOR

IMPACT

LANE

CLOSED

W3-4

C30A(CA)

W7-3aP

WORK AREA

SPACE

BUFFER

100' MAXIMUM

PROTECTED AREA (1)

100' MAXIMUM

PROTECTED AREA (N)

SPACE

BUFFER

MOBILE BARRIER SYSTEM

WORK AREA

SPACE

BUFFER

100' MAXIMUM

PROTECTED AREA (1)

100' MAXIMUM

PROTECTED AREA (N)

ROAD

AHEAD

WORK

ATTENUATOR

IMPACT

CLOSED

SHOULDER

SPACE

BUFFER

W3-4

NOTE:

BE

PREPARED

SHOULDER

CLOSED

X MILES

NEXT

BE

PREPARED

TRAFFIC CONTROL SYSTEM

MOBILE BARRIER WITHIN REVERSIBLE

SHOULDER TRAFFIC CONTROL SYSTEM

MOBILE BARRIER WITHIN

A

TO STOP

TO STOP

SEE NOTE 1

SEE NOTE 1

REPOSITIONING MOBILE BARRIER

TRAFFIC CONE

FAS SUPPORT OR TRAILER

TEMPORARY TRAFFIC CONTROL SIGN

TRAFFIC CONE (OPTIONAL)

TYPE II FLASHING ARROW SIGN

PORTABLE CHANGEABLE MESSAGE SIGN

LEGEND:

SEE TABLE 2 SEE TABLE 2

SEE TABLE 2

SEE TABLE 2

See Standard Plan T9 for tables.

as the barrier moves within the work area.

not placed while the mobile barrier is stationary, but must be placed or replaced

Channelizing devices shown adjacent to the mobile barrier may be removed or

2.

1.

FOR REQUIRED TRAFFIC CONTROL DEVICES AND SPACING.

ONLY, SEE TRAFFIC CONTROL SYSTEM STANDARD PLANS

TRAFFIC CONTROL DEVICES SHOWN FOR REFERENCE

RSP T25 DATED APRIL 16, 2021 SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2018.

NOTE:

Devices (MUTCD).

Uniform Traffic Control control according to the Manual

Provide temporary traffic1.

T3

635-A

MOBILE WORK ZONE

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

P

M N C

A c a R o a d w a y

C A F

L A

P

C

A D

D S h e e ts T r s p t2

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

CA

File details come from the government source that posted it. Updated .