CA ERFO FS LSPDR 2021 1(1) Nacimiento Fergusson Road Plans.pdf

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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

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 FS LSPDR 2021-1(1)

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A LENGTH 0.30 miles

VARIOUS SITES

MONTEREY COUNTY

LOS PADRES NATIONAL FOREST

NACIMIENTO-FERGUSSON RD

CA ERFO FS LSPDR 2021-1(1)

PLANS FOR PROPOSED

PROJECT MANAGER LEAD DESIGNER

DENVER, CO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

SPECIFICATIONS:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

<10ADT (2023)

DESIGN DESIGNATIONS:

Road reconstruction, MSE Wall, Culvert, and Slope repair

Emergency Relief for Federally Owned Roads (ERFO)

TYPE OF CONSTRUCTION:

LOS PADRES NATIONAL FOREST

FOREST SUPERVISOR

DATE:AS PER MEMO DATED 02/16//2023

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

DATE:

APPROVED:

Nacimiento-Fergusson Rd

CA ERFO FS LSPDR 2021-1(1)

Monterey

Hunter-Liggett

Jolon

King City

San Benito

Soledad Jamesburg

Salinas

Lucia

Big Sur

Marina

C a b rillo

H w y

A irlin e H w y

C a b r illo H w y

Pacific Ocean

North

MIKE DAIGLER THOMAS MCCRARY

:2

M a r c h

F

S

N

C A

\e r f o s

\R o a d w a y

\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

ERFO FS LSPDR 2021-1(1)

A1

NACI-FERGUSSON RD

for:

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.

Rolled Erosion Control ProductRECP Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D

SYMBOLS

EROSION & SEDIMENT CONTROL

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�

Lay Out LineL.O.L. Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

SPRING

DI

:0

P

F e b ru a ry

S h e e t

C

A \e rf o s

(1

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

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.

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 :5

F e b ru a ry

S h e e

C

A \e rf o s

(1

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 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

CA

A3

SHEET

SURVEY CONTROL

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 1/30/23 SJS

:4

J a n u a r y

U n ti tl e d

S h e e t]

C A

\e r f o s \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

C o n tr o l_

S h e e t.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

NACI-FERGUSSON RD

A4

R a g g e d P o in t , C

A

M ile s t o

M o n t e r e y , C

A

M ile s t o

Los Padres National Forest

Hunter Liggett, CA

30 M iles to

Los Padres National Forest

Na ci m ie nt o-

Fe rg us so n Rd C o a s t R id g e T r a il

Site 15

Site 13

Site 12

Site 11

Site 10

Site 8

Site 5

Site 4

F o re s t R te

S

P a c ific C o a s t H w y

P a c ific C o a s t H w y

Site 3

Site 14

Site 16

Mi lls C re ek

K ir k C re e k

H a re C re e k

Site 2

N acim iento-Fergusson Rd

No Scale

5833026.85631892009.279216

5834592.35121894041.621815

5834406.55541895609.589414

5834808.11381896179.079513

5835715.21401896452.960412

5839147.91461896062.076311

5840227.75841897146.615410

5841172.14211896777.37388

5841560.78391895967.27545

5841905.91071896561.74674

5842596.06461896905.73333

5846331.12291897714.23262

EASTINGNORTHINGSITE

1.

NOTE

Coastal Ridge Trail.

1. Refer to Sheet T15 for the Detour Plan on

:4

F e b r u a r y

U n ti tl e d

S h e

C A

\e r f o s

\R o a d w a y

\C A

D D

S h e e ts

\A G e n s h t\ S

T E

E

R F

O

S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SITE MAP

STATE PROJECT

NUMBER

SHEET

CA

A5

Sheet and Description

C1 C3 C5 C7 C9 C10 C12 C13 C15 C16 C17 C18

SITE 2 SITE 3 SITE 4 SITE 5 SITE 8 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 ALLOWANCE Bid Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1020 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A1040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1060 15401-0000 CONTRACTOR TESTING LPSM ALL

A1080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1100 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1120 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A1140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1160 20102-0000 CLEARING AND GRUBBING LPSM ALL

A1180 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A1200 20401-0000 ROADWAY EXCAVATION CUYD 266 416 466 716 398 174 242 417 200 574 711 4,580

A1220 20420-0000 EMBANKMENT CONSTRUCTION CUYD 276 40 64 380

A1240 20441-0000 WASTE CUYD 41 374 233 644 358 128 217 373 179 512 491 3,550

A1260 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 10.7 1.8 4.0 5.5 22.0

A1280 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 64.0 64.0 17.8 24.2 170.0

A1300 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 511 789 414 297 617 233 581 688 4,130

A1320 25701-0200 CONTRACTOR FURNISHED MECHANICALLY

STABILIZED EARTH WALL DESIGN LPSM ALL

A1340 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 93 98 67 124 106 84 107 117 67 86 59 128 64 1,200

A1360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 47 51 32 64 54 43 55 62 34 44 30 66 28 610

A1380 40601-0000 FOG SEAL TON 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.5 2.0

A1400 41102-1000 PRIME COAT, METHOD 1 SQYD 302 314 215 401 340 270 187 371 215 279 192 353 161 3,600

A1420 41105-0000 BLOTTER TON 0.4 0.5 0.3 0.6 0.5 0.4 0.3 0.5 0.3 0.4 0.3 0.5 1.0 6.0

A1440 41201-0000 TACK COAT TON 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.4 2.0

A1460 60103-0000 CONCRETE, HEADWALL (AND WINGWALLS) EACH 1 2 3

A1480 60201-0800 24-INCH PIPE CULVERT LNFT 26 48 58 12 144

A1500 60201-1000 36-INCH PIPE CULVERT LNFT 70 5 75

A1520 60201-1200 48-INCH PIPE CULVERT LNFT 68 109 13 190

A1540 60201-1600 72-INCH PIPE CULVERT LNFT 48 56 6 110

A1560 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 1 1 1 3

A1580 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

A1600 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 2 2 4

A1620 60210-1600 END SECTION FOR 72-INCH PIPE CULVERT EACH 1 1

A1640 60403-0000 INLET (CONCRETE BOX) EACH 1 1 1 1 4

A1660 60601-0000 SPILLWAY ASSEMBLY EACH 1 1

A1680 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH EACH 4 4 4 12

A1700 60602-1100 PIPE ANCHOR ASSEMBLY, 48-INCH EACH 5 1 6

A1720 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM

CAPACITY HOUR 60

MileStone: 100% Date Completed: 02/23/23 Report Date: 02/23/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-F eb

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ er fo s0

1( 1)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

SO

Q s pr ea ds he et

O

LD

f or m at

.x ls m ]S he et

STATE PROJECT

B1ERFO FS LSPDR 2021-1(1)

NACI-FERGUSSON RDCA

NUMBER

Sheet and Description

C1 C3 C5 C7 C9 C10 C12 C13 C15 C16 C17 C18

SITE 2 SITE 3 SITE 4 SITE 5 SITE 8 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 ALLOWANCE Bid Schedule

A1740 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 60

A1760 62201-2750 MOTOR GRADER HOUR 60

A1780 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD

MINIMUM CAPACITY HOUR 60

A1800 62301-0000 GENERAL LABOR HOUR 120

A1820 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

(BIOLOGIST) HOUR 40

A1840 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 60

A1860 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 60

A1880 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH SQYD 463 310 99 632 119 114 263 393 74 89 56 151 217 2,980

A1900 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 463 310 99 632 119 114 263 393 74 89 56 151 217 2,980

A1920 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 463 310 99 632 119 114 263 393 74 89 56 151 217 2,980

A1940 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 463 310 99 632 119 114 263 393 74 89 56 151 217 2,980

A1960 63308-0000 OBJECT MARKER (L-1) EACH 2 2 2 2 2 2 2 2 16

A1980 63308-3000 OBJECT MARKER, TYPE 3 EACH 2 2 2 2 2 2 2 14

A2000 63309-0000 DELINEATOR EACH 10 10 10 10 10 10 10 10 10 10 10 10 120

A2020 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A2040 63701-0000 FIELD OFFICE EACH 1

-F eb -2

1:

P M

MileStone: 100% Date Completed: 02/23/23 Report Date: 02/23/23

N

C A\ er fo s0

1( 1)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

SO

Q s pr ea ds he et

O

LD

f or m at

.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

STATE PROJECT

B2ERFO FS LSPDR 2021-1(1)

NACI-FERGUSSON RDCA

I N C

M P

N O R

O A

D S I D

E C

A M

P I N

G J H

2 I P

5 0

.8

.2

T

.0

P O

B

.1

P

0 2

I N C

M P

N O R

O A

D S I D

E C

A M

P I N

G J H

2 I P

5 0

Scale in Feet

40'20'0

Match existing roadway

200+05

Begin Site 2

See Sheet C2

Class 5 riprap, Rt.

End Section, Rt.

Headwall and Wingwalls, Lt.

Install 72" x 48' CMP

Remove existing culvert

200+68.15

Match existing roadway

201+55

End Site 2

NOTE:

1. All dimensions shown are approximate. Remove material unsuitable for use in repair. Limits of repair to be verified by the CO. When possible, construct repair slopes to match the existing slopes. Finish slopes to a maximum of 1V:1.5H.

2. Headwall/Wingwall dimensions:

Headwall height (B) = 8'-5 2"

Wingwall length (G) = 12'-1 4" (both)

Wingwall angle = 30° (both)

Wingwall end height = 6'-5 2"

PI 200+88.32

Δ = 13°09'51" (RT)

R = 550.00' T = 63.46' L = 126.37'

24'

:2

F e b ru a ry

P la n v ie w

S it e

S h e e t]

N C

A \e rf o s (1

R o a d w a y \C

A D

D D e s ig n \d g n \P

N P

E

R F

O S

(1

A ll S it e .d g n

200+05 - 201+55

SITE 2

STATE PROJECT

NUMBER

SHEET

CA

C1

200+68.15

-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

1,730 1,730

1,740 1,740

1,750 1,750

1,760 1,760

1,753.93 Des Grade =

Class 5 Riprap

Offset = 30.79

Inv. Elev. = 1742.48

Offset = -16.21

Inv. Elev. = 1746.48

+1.7%

1,753.18 Subgrade =

1,753.93 Original Grnd =

+1.7%2.0%

72" x 48' CMP @ 8.3%

1:2

1:2

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 2

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3

F e b r u a r y

T y p ic a l

P ip e

.1

S h e

C A

\e rf o s (1

R o a d w a y \C

A D

D D e s ig n \d g n \P

N P

E

R F

O S

(1

A ll S it e .d g n

NACI-FERGUSSON RD

C2

STATE PROJECT

CA

I N C

M P

I N V

E R

T

P I P E

JH

IP

300+00

300+50.65 PC

.3

300+00.00

POB

.0

P

300+00

I N C

M P

I N V

E R

T

P I P E

JH

IP

Scale in Feet

40'20'0

Match existing roadway

300+35

Begin Site 3

See Sheet C4

Class 3 riprap, Rt.

End Sections, Lt. & Rt.

Install 48" x 68' CMP

Remove existing 24" culvert

301+14.63

Match existing roadway

301+80

End Site 3

300+35 Rt.

Begin berm

301+80 Rt.

End berm

NOTE:

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 301+25.40

Δ = 117°54'04" (RT)

R = 45.00' T = 74.75' L = 92.60'

PI 301+68.01

Δ = 19°32'04" (RT)

R = 132.00' T = 22.72' L = 45.00'

12'

:3

F e b ru a ry

P la n v ie w

S it e

S h e e t]

N C

A \e rf o s (1

R o a d w a y \C

A D

D D e s ig n \d g n \P

N P

E

R F

O S

(1

A ll S it e .d g n

300+35 - 301+80

SITE 3

STATE PROJECT

NUMBER

SHEET

CA

C3

301+14.63

-40 -30 -20 -10 0 10 20 30 40 50 60 70 80

2,030 2,030

2,040 2,040

2,050 2,050

2,060 2,060

2,070 2,070

2,080 2,080

2,074.59 Des Grade =

Class 3 Riprap

Offset = 50.54

Inv. Elev. = 2046.80

Offset = -17.29

Inv. Elev. = 2069.91

1:1.99

1:1.35

2,073.84 Subgrade =

2,074.59 Original Grnd =

48" x 68' CMP @ 33.9%

1:4 -1.8% +1.8%

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 3

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:2

F e b r u a r y

T y p ic a l

P ip e

.6

S h e

C A

\e rf o s (1

R o a d w a y \C

A D

D D e s ig n \d g n \P

N P

E

R F

O S

(1

A ll S it e .d g n

NACI-FERGUSSON RD

C4

JH

PK

NAI

L

JH

CPS

.6

.4

.1

.7

.0

P

.6

P

JH

PK

NAI

L

JH

CPS

Scale in Feet

40'20'0 Match existing roadway

400+30

Begin Site 4

12.03 Rt.

400+38.2 = L.O.L. 0+00

Begin MSE wall

See Sheet C6

Class 2 riprap, Rt.

End Section, Rt.

Concrete Box Inlet, Lt.

Install 24" x 26' CMP

Remove existing culvert

400+92.38

13.44 Rt.

401+22.4 = L.O.L. 0+72

End MSE wall

Match existing roadway

401+35

End Site 4

Elev. 2146.05

L.O.L 0+00 Elev. 2150.83

L.O.L 0+72

Top of wall

Bottom of wall at wall L.O.L.

Existing ground profile

Elevation = 2142.47

Offset = 13.03

Station = 400+94.67

Pipe Culvert

Scale in Feet

20'10'0

400+30 Rt.

Begin berm

401+35 Rt.

End berm

NOTE:

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 400+95.97

Δ = 56°52'50" (RT)

R = 65.00' T = 35.20' L = 64.53' L = 18.51'

9.26'T = R = 200.00'

(LT)05°18'06"Δ =

PI 401+53.93

L = 4.78' 2.39'T =

R = 200.00'

(LT)01°22'05"Δ =

PI 400+28.08

2,135 2,135

2,140 2,140

2,145 2,145

2,150 2,150

400+40 400+50 400+60 400+70 400+80 400+90 401+00 401+10 401+20

MSE WALL LAYOUT

'6'

:4

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400+30 - 401+35

SITE 4

STATE PROJECT

NUMBER

SHEET

CA

C5

400+92.38

2,110 2,110

2,120 2,120

2,130 2,130

2,140 2,140

2,150 2,150

2,160 2,160

2,150.32 Des Grade =

Concrete box inlet

Offset = -11.89

Inv. Elev. = 2147.75

Class 3 riprap

Offset = 13.03

Inv. Elev. = 2142.47

2,149.57 Subgrade =

2,150.32 Original Grnd =

24" x 26' CMP @ 20.3%

+6.6% -6.6%

1:

1.

1:1.5

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 4

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:4

F e b r u a r y

T y p ic a l

P ip e

.3

S h e

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NACI-FERGUSSON RD

C6

5'

DRY STACKED STONE

0+00

0+

.00

PC

500+25.75

PT

500+79.77

PC

.0

C 5

2+

0+

.00

POB

2+

.1

PO

E

0+00

1+

JH

N A

IL

DRY STACKED STONE

Scale in Feet

40'20'0 Match existing roadway

500+20

Begin Site 5

See Sheet C8

Class 5 riprap, Rt.

Headwall and Wingwalls, Lt. & Rt.

Install 72" x 56' CMP

Remove existing culvert

501+12.86

Match existing roadway

501+90

End Site 5

Wingwall A

Wingwall B

500+20 Rt.

Begin berm

501+90 Rt.

End berm

NOTE:

Wingwall end height = 3'-6" (both)

Wingwall angle = 6° (both)

Wingwall length (G) = 16'-0" (both) "2

Headwall height (B) = 8'-5

Outlet:

" (both)2

Wingwall end height = 6'-5

Wingwall angle = 30° (A), 60° (B)

Wingwall length (G) = 18'-0" (A), 16'-0" (B) "2

Headwall height (B) = 8'-5

Inlet:

Headwall/Wingwall dimensions:2.

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 500+13.17

Δ = 29°30'19" (LT)

R = 50.00' T = 13.17'

L = 25.75' PI 501+05.24

Δ = 80°39'44" (RT)

R = 30.00' T = 25.47' L = 42.23'

PI 501+47.46

Δ = 59°33'07" (RT)

R = 41.00' T = 23.46' L = 42.61'

PI 502+02.97

Δ = 13°56'45" (RT)

R = 51.05' T = 6.24 ' L = 12.43'

:5

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500+20 - 501+90

SITE 5

STATE PROJECT

NUMBER

SHEET

CA

C7

501+12.86

-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

2,180 2,180

2,190 2,190

2,200 2,200

2,210 2,210

2,206.14 Des Grade =

Class 5 riprap

Offset = 36.43

Inv. Elev. = 2192.42 Offset = -18.07

Inv. Elev. = 2198.78

1:1.97

2,205.39 Subgrade =

2,206.15 Original Grnd =

1:1.97

1:

-2.0%

1:2

72" x 56' CMP @ 10.2%

1:50 +2.0%

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 5

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:4

F e b r u a r y

T y p ic a l

P ip e

.8

S h e

C A

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NACI-FERGUSSON RD

C8

'119.13L =

'70.12T =

'90.00R =

(RT)75°50'32"Δ =

800+94.17PI

0+

0+

.0

POB

.2

P

0+

JH4

5 C P S

Scale in Feet

40'20'0

Match existing roadway 800+20 Begin Site 8

14.21 Rt.

800+38.4 = L.O.L. 0+00 Begin MSE wall

16.10 Rt.

801+34.5 = L.O.L. 0+80 End MSE wall

Match existing roadway 801+65 End Site 8

Elev. 2260.81 L.O.L. 0+00

Elev. 2267.88 L.O.L. 0+80

Top of wall

Bottom of wall at wall L.O.L.

Existing ground profile

Scale in Feet

20'10'0

800+20 Rt.

Begin berm

801+65 Rt.

End berm

NOTE:

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

2,245

2,250

2,255

2,260

2,265 2,265

2,260

2,255

2,250

2,245

800+40 800+50 800+60 800+70 800+80 800+90 801+00 801+10 801+20 801+30

MSE WALL LAYOUT

:0

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P la n v ie w

S it e

S h e e t]

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800+20 - 801+65

SITE 8

STATE PROJECT

NUMBER

SHEET

CA

C9

40101

+00

'60.30L =

'31.48T =

'85.00R =

(RT)40°38'53"Δ =

1000+41.48PI

'61.03L = '33.45T = '60.00R =

(RT)58°16'29"Δ =

1001+34.73PI

0+

10.

PC

0+

00.

POB

.0

P

+00

Scale in Feet

40'20'0

Scale in Feet

20'10'0

Match existing roadway 1000+60 Begin Site 10

13.16 Rt.

1000+92.7 = L.O.L. 0+00 Begin MSE wall

16.31 Rt.

1001+59.3 = L.O.L. 0+52 End MSE wall

See Sheet C11 End Section w/ toe plate, Rt.

Concrete Box Inlet, Lt.

Install 24" x 30' CMP w 18' CMP rundown Remove existing 12" culvert 1001+26.68

Match existing roadway 1001+85 End Site 10

Elev. 2373.58 L.O.L. 0+00

Elev. 2377.89 L.O.L. 0+52

Top of wall

Bottom of wall at wall L.O.L.

Existing ground profile

Elevation = 2365.90 Offset = 17.72 Station = 1001+19.21 Pipe Culvert

1000+60 Rt.

Begin berm

1001+85 Rt.

End berm

Pipe culvert

NOTE:

of 1V:1.5H.

match the existing slopes. Finish slopes to a maximum by the CO. When possible, construct repair slopes to unsuitable for use in repair. Limits of repair to be verified

All dimensions shown are approximate. Remove material 1.

2,365 2,365

2,370 2,370

2,375 2,375

2,360 2,360

1000+90 1001+00 1001+10 1001+20 1001+30 1001+40 1001+50 1001+60

MSE WALL LAYOUT

:2

F e b ru a ry

P la n v ie w

S it e

S h e

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1000+60 - 1001+85

SITE 10

STATE PROJECT

NUMBER

SHEET

CA

C10

1001+26.68

2,320 2,320

2,330 2,330

2,340 2,340

2,350 2,350

2,360 2,360

2,370 2,370

2,380 2,380

2,390 2,390

2,377.17 Des Grade =

Concrete box inlet

Offset = 18.99

Inv. Elev. = 2365.90

Offset = -10.09

Inv. Elev. = 2373.95

2,376.42 Subgrade =

2,377.17 Original Grnd =

+2.9% 1:3

1:4

24" x 30' CMP @ 28.0%

-2.9% 1:

1.

5 1:1.5

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 10

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:3

F e b r u a r y

T y p ic a l

P ip e

.6

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NACI-FERGUSSON RD

C11

16'

.5

.0

P

.3

P

Scale in Feet

40'20'0 existing water tank

Do not disturb house existing pump

Do not disturb

Match existing roadway

1100+16

Begin Site 11

Class 5 riprap, Rt.

End Sections, Lt. & Rt.

Install 48" x 109' CMP

Remove existing culvert

1100+41

See 606-A

Install Spillway Assembly

1101+27

Match existing roadway

1102+05

End Site 11

1102+05 Lt.

End berm

1100+16 Lt.

Begin berm

1101+25-1101+30 Lt.

Break in berm

NOTE:

the existing slopes. Finish slopes to a maximum of 1V:1.5H.

by the CO. When possible, construct repair slopes to match unsuitable for use in repair. Limits of repair to be verified

All dimensions shown are approximate. Remove material 1.

PI 1101+51.10

Δ = 34°14'44" (LT)

R = 53.00' T = 16.33' L = 31.68'

PI 1100+89.23

Δ = 131°24'33" (LT)

R = 30.00' T = 66.46' L = 68.81'

:4

F e b ru a ry

P la n v ie w

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A ll S it e .d g n

1100+16 TO 1102+05

SITE 11

STATE PROJECT

NUMBER

SHEET

CA

C12

1200+001200+00

Scale in Feet

40'20'0

Match existing roadway

1200+05

Begin Site 12

See Sheet C14

Class 3 riprap, Rt.

End Section, Rt.

Concrete Box Inlet, Lt.

Install 36" x 70' CMP

Remove existing culvert

1200+92.23

Match existing roadway

1201+45

End Site 12

1200+05 Lt.

Begin berm

1201+45 Lt.

End berm

NOTE:

107.10(e)(2). Location is N:1896277.8630, E:5835742.9715.

Flag or stake the Environmentally Sensitive Area. See SCR 2.

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 1201+24.18

Δ = 122°39'07" (LT)

R = 46.00' T = 84.11' L = 98.47'

9'

:5

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1200+05 - 1201+45

SITE 12

STATE PROJECT

NUMBER

SHEET

CA

C13

1200+92.23

-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40

2,670 2,670

2,680 2,680

2,690 2,690

2,700 2,700

2,710 2,710

2,720 2,720

2,706.36 Des Grade =

Class 3 riprap

Offset = -48.26

Inv. Elev. = 2680.42

Offset = 19.97

Inv. Elev. = 2702.15

1:

2.

2,705.61 Subgrade =

2,706.36 Original Grnd =

:1 .5

36" x 70

' CMP @

21.1

1:50+1.6% -1.6%

1:2

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 12

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

F e b r u a r y

T y p ic a l

P ip e

.2

S h e

C A

\e rf o s (1

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NACI-FERGUSSON RD

C14

.8

P

Scale in Feet

40'20'0

Match existing roadway

1300+70

Begin Site 13

14.48 Lt.

1300+97.3 = L.O.L. 0+00

Begin MSE wall 14.96 Lt.

1301+41.3 = L.O.L. 0+44

End MSE wall

Match existing roadway

1301+60

End Site 13

Elev. 2584.72

L.O.L. 0+00

Elev. 2582.06

L.O.L. 0+44

Top of wall

Bottom of wall at wall L.O.L.

Existing ground profile

Scale in Feet

20'10'0

1300+70 Lt.

Begin berm 1301+60 Lt.

End berm

NOTE:

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

1301+00

2,570 2,570

2,575 2,575

2,580 2,580

2,585 2,585

1301+10 1301+20 1301+30 1301+40

MSE WALL LAYOUT

:3

F e b r u a r y

P la n v ie w

S it e

S h e

C A

\e rf o s (1

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1300+70 - 1301+60

SITE 13

STATE PROJECT

NUMBER

SHEET

CA

C15

J H

N A I L

J H

4 C

P S

.0

P

.4

P

Scale in Feet

40'20'0

1400+40 Rt.

Begin berm

1401+45 Rt.

End berm

Match existing roadway

1400+40

Begin Site 14

18.11 Rt.

1400+57.7 = L.O.L. 0+00

Begin MSE wall

19.29 Rt.

1401+31.0 = L.O.L. 0+76

End MSE wall

Match existing roadway

1401+45

End Site 14

Elev. 2504.50

L.O.L. 0+00 Elev. 2510.26

L.O.L. 0+76

Top of wall

Bottom of wall at wall L.O.L.

Existing ground profile

Scale in Feet

20'10'0

NOTE:

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 1401+21.81

Δ = 07°51'52" (LT)

R = 200.00' T = 13.75' L = 27.45'

2,495 2,495

2,500 2,500

2,505 2,505

2,490 2,490

2,510 2,510

1400+60 1400+70 1400+80 1400+90 1401+00 1401+10 1401+20 1401+30

MSE WALL LAYOUT

:4

F e b ru a ry

P la n v ie w

S it e

S h e

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1400+40 - 1401+45

SITE 14

STATE PROJECT

NUMBER

SHEET

CA

C16

C P S

JH

N A

IL

C 1

.0

PO

B

.9

P

Scale in Feet

40'20'0

Match existing roadway

1500+40

Begin Site 15

17.98 Lt.

1500+55.8 = L.O.L. 0+00

Begin MSE wall

15.67 Lt.

1500+88.7 = L.O.L. 0+36

End MSE wall

Match existing roadway

1501+20

End Site 15

Elev. 2359.29

L.O.L. = 0+00

Bottom of wall

Top of wall at wall L.O.L.

Existing ground profile

Elev. 2355.32

L.O.L. = 0+36

Scale in Feet

20'10'0

1500+61 Lt.

Begin berm 1501+20 Lt.

End berm

NOTE:

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 1500+38.23

Δ = 52°40'20" (RT)

R = 57.00' T = 28.22' L = 52.40'

PI 1501+11.14

Δ = 13°43'19" (RT)

R = 136.00' T = 16.36' L = 32.57'

1500+50

2,345 2,345

2,350 2,350

2,355 2,355

2,360 2,360

1500+60 1500+70 1500+80 1500+90

MSE WALL LAYOUT

:5

F e b ru a ry

P la n v ie w

S it e

S h e

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A ll S it e .d g n

1500+40 - 1501+20

SITE 15

STATE PROJECT

NUMBER

SHEET

CA

C17

L B

O W

IN

C

M P

IN

C

M

PC

H

A

IN

L

IN

K

D I

S A N

D B

A G S

E L B

O W

IN

C

M P

IN

C

M

PC

H

A

IN

L

IN

K

D I

S A N

D B

A G S

PT

.8

PO

E

Scale in Feet

40'20'0

Match existing roadway

1600+35

Begin Site 16

See Sheet C19

End Section w/ toe plate, Lt.

Concrete Box Inlet, Rt.

w/ 20' CMP rundown

Install 24" x 42' CMP

1600+80.81

15.94 Lt.

1600+99.8 = L.O.L. 0+00

Begin MSE wall

15.29 Lt.

1601+80.9 = L.O.L. 0+64

End MSE wall

Match existing roadway

1602+20

End Site 16

Sensitive Area

Environmentally

Elev. 1984.69

L.O.L. 0+00

Elev. 1981.63

L.O.L. 0+64

Scale in Feet

20'10'0

1600+35 Lt.

Begin berm

1601+68 Lt.

End berm

Top of wall

Bottom of wall at wall L.O.L.

Existing ground profile

NOTE:

107.10(e)(2).

Flag or stake Environmentally Sensitive Area. See SCR2.

existing slopes. Finish slopes to a maximum of 1V:1.5H.

the CO. When possible, construct repair slopes to match the unsuitable for use in repair. Limits of repair to be verified by

All dimensions shown are approximate. Remove material 1.

PI 1600+77.84

Δ = 32°46'31" (LT)

R = 60.00' T = 17.64' L = 34.32'

PI 1601+69.57

Δ = 80°16'52" (LT)

R = 45.00' T = 37.95' L = 63.05'

1,970 1,970

1,975 1,975

1,980 1,980

1,985 1,985

1601+00 1601+10 1601+20 1601+30 1601+40 1601+50 1601+60 1601+70 1601+80

MSE WALL LAYOUT

:0

F e b ru a ry

P la n v ie w

S it e

S h e

C

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1600+35 - 1602+20

SITE 16

STATE PROJECT

NUMBER

SHEET

CA

C18

1600+80.81

-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40

1,920 1,920

1,930 1,930

1,940 1,940

1,950 1,950

1,960 1,960

1,970 1,970

1,980 1,980

1,990 1,990

2,000 2,000

1,986.46 Des Grade =

Offset = 10.18

Inv. Elev. = 1982.99

Offset = -31.25

Inv. Elev. = 1974.97

1:6.2 21:

2.

1:9.86

1,985.71 Subgrade =

1,986.46 Original Grnd =

24" x 42'

CMP @

19.0

+2.5% -2.3%

1:2

NACI-FERGUSSON RD

CULVERT X-SECTIONS - SITE 16

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

F e b r u a r y

T y p ic a l

P ip e

.8

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NACI-FERGUSSON RD

C19 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 8' typical bench height.

NO SCALE

EMBANKMENT BENCHING

12' (min.)

8' bench height (typ.)

Height varies

Top of subgrade

Proposed em ban km en t slope

See note 2

EMBANKMENT BENCHING

204-A

:4

J a n u a r y

C

S h e

C A

\e r f o s

\R o a d w a y

\C A

D D

S h e e ts

\F

\S P

A

.d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CA

F1

251-A

AT CULVERT OUTLETS

PLACED RIPRAP

NO SCALE

PLAN VIEW

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

A A

PLAN VIEW SECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

Variable slope ground Existing m in

WITHOUT CHANNEL

PROTECTIVE APRON AT CULVERT OUTLET

WITH CHANNEL

PROTECTIVE APRON AT CULVERT OUTLET

C

NOTE:

H

D

SECTION D-D

ground Existing m in channel slope

Match existing

D

H m in

D D ground

Existing or flatter

Sloped 1V:2H

Flowline

2. Excavation for placement of riprap will not be measured for payment.

714.01(a).

1. Furnish geotextile filter Class 1, Type C, conforming to subsection

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(feet) W

APRON

OF

WIDTH

CLASS

RIPRAP

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

4.0

17.8

64.0

1.8

10.7

64.0

SITE

(inches) D

SIZE

CULVERT

Site 16

Site 12

Site 11

Site 10

Site 5

Site 4

Site 3

Site 2

No riprap is recommended at this location.

No riprap is recommended at this location.

W

W

L

W

D

D

:3

F e b r u a r y

C

C A

\e r f o s

\R o a d w a y

\C A

D D

S h e e ts

\G

\C

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

G1

1:3 or flatter

V a rie s

4' (min.)See table

1:10

Existing ground

Layout line L im it s o f M

S E w a ll f o r p a y m e n t

Top of wall reinforcement elements spacing between

18" (max.) vertical

TYPICAL SECTION

Slope to drain m in .)Leveling course

(See sheet 2) and collector pipe

Geocomposite sheet drain

3' (min.)

(See sheet 2)

Wall facing fill

704.03(a))

(See subsection

Backfill material

(See subsection 704.08)

Select granular backfill

(See subsection 704.03(a))

Backfill material see sheet 2)

(Metallic or geogrid, Reinforcement elements

NO SCALE

TYPICAL ELEVATION

Subgrade shoulder

Collector pipe

Outlet pipe

Retaining wall at face of wall

Proposed ground

ISOMETRIC VIEW

Face of wall Base reinforcement varies reinforcem ent (L)

Base length of

Collector pipe

RETURN MAT

MSE WELDED WIRE FACED

4' (m in.) 18" loss of backfill, all lifts

Place and join facing to prevent

18"

12" bottom geotextile overlap

(See note 4)

Returns

(See note 5)

(See subsection 714.01(a))

Class 1-type A non-woven

Bottom geotextile

257-A

Slope or shore excavation according to Section 208.6.

SCR table 255-2.

Sample and test materials or products according to the 5.

extend 18" up the wall face on all walls.

Bottom geotextile to cover the base reinforcement and 4.

payment.

4' into the backfill. Returns will not be measured for lift with a return of the wall facing material a minimum of

Terminate wire-face wall at the beginning and end of each 3.

steps will be allowed.

Top of wall will be as shown on wall layout drawings. No 2.

257 and AASHTO LRFD Bridge Design Specifications.

Design welded wire face MSE walls according to Section 1.

NOTE:

Bench WidthReinforcment length

D e s ig n w a ll h e ig h t, 12" (min.)

12" (min.)

Additional reinforcement length12" (min.)

4.5' min.

EARTH (MSE) WALL

MECHANICALLY STABILIZED

CONTRACTOR DESIGNED

Sheet 1 of 2

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

SPECIAL

:3

F e b r u a r y

C

S h e e

C A

\e r f o s \R o a d w a y \C

A D

D S h e e ts

\G \2

A

.d g n

STATE PROJECT

NUMBER

SHEET

CA

G2

MSE wall face

(See note 2) collector pipe

6" diameter perforated

Welded wire facing Welded wire facing

NO SCALE

257-A

1:10

NOTE:

714.01(a))

(See subsection

Geotextile filter

(See note 1)

(See subsection 714.02)

Geocomposite sheet drain See note 4

See note 3

MSE WALL DRAINAGE DETAIL

min. 2% direction of flow as appropriate)

Drain to fill side of road (skew in the

6" Non perforated diameter outlet pipe

12"

(See subsection 703.03(a))

Granular backfill

(See subsection 714.01(a))

Class 1-type A non-woven

Top geotextile

255.05)

(See subsection compaction zone

3' special

(see subsection 705.08)

Wall facing fill subsection 720.01) element (See

Metallic reinforcement m a x

METALLIC REINFORCED MSE WALL DETAIL

(See subsection 714.01(a))

Class 1-type A non-woven

Geotextile

(min.)

(See Note 6)

Top reinforcement mat

(See note 5)

Stiffener

(See sheet 1)

Bottom geotextile

2"

12" m a x

(See subsection 714.04)

Primary reinforcement geogrid

(min.)

(See subsection 714.01(a))

Class 1-type A non-woven

Top geotextile

(See subsection 714.01(a)) Class 1-type A non-woven Geotextile

(See sheet 1)

Bottom geotextile

GEOGRID REINFORCED MSE WALL DETAIL

(see subsection 705.08)

Wall facing fill

(See note 5)

Stiffener

255.05)

(See subsection compaction zone

3' special

257-A stiffeners to adequately reinforce the wall face.

reinforcement mat unless the wall facing uses

Welded wire reinforcement systems require a top 6.

manufacturer.

Spacing and use of stiffener to be determined by the 5.

of the pipe.

other suitable marker. Place post within 12" of the end

Mark the outlet of the outlet pipe with a 4' long post or 4.

approved means with securing screws.

place with standard coupling bands or by other to subsection 605.03. Hold the screen securely in

Cover the end of the outlet pipe with screen according 3.

708.04.

and fittings meeting the requirements of subsection

50' (max.) spacing. Furnish collector pipe, outlet pipe, t-connector and outlet at low points of wall and at

Connect collector pipes to outlet pipes using a 2.

H.3 2 area on excavation backslope to strips with a spacing to achieve 30% ±5% coverage

Place geocomposite sheet drains in 3' (min.) wide 1.

H

24"

3' (min.)

4' (min.)

18" 3' (min.)

4' (min.)

18"

EARTH (MSE) WALL

MECHANICALLY STABILIZED

CONTRACTOR DESIGNED

Sheet 2 of 2

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

SPECIAL

:3

F e b r u a r y

C

S h e e

C A

\e r f o s \R o a d w a y \C

A D

D S h e e ts

\G \2

A

.d g n

STATE PROJECT

NUMBER

SHEET

CA

G3

Welded wire facing

257-B

NOTE:

2"

18" m a x

(min.)

CONCRETE COLLAR DETAIL

GEOGRID REINFORCED MSE WALL -

255.05)

(See subsection compaction zone

3' special

SOIL REINFORCEMENT AT PIPE

Match top and bottom courses lines

CONCRETE COLLAR DETAIL

WELDED WIRE FACING -

3" (min.)(typ.)

3" (min.)(typ.)

Riprap (per Hydraulics)

Weep hole

Concrete collar

CMP

Adjust height base on obstructions.

max. 12" vertical with 4' tail.

Outside culvert, wrap geogrid

Top geotextile

Geotextile

(See 257-A, sheet 1)

Bottom geotextile

Wall facing fill

Stiffener

(Length per 257-A, sheet 1)

Primary reinforcement geogrid

@ 1'-0" max.

#4 bars

@ 1'-0" max.

#4 bars

25501-0000 Mechanically Stabilized Earth Wall.

3. Concrete collar is subsidiary to pay item

2. Reinforcing steel clearance is 2 inches.

schematically only.

Wire face, geogrid, etc., per 257-A. Shown 1.

CMP

Concrete Collar

3.5' (min.)

12"

Dmin.

1' m a tc h b a s k e t c o u r s s in

D

D

PIPE PENETRATION DETAILS

MSE WALL

:2

F e b r u a r y

S

P A

S h e e

C A

\e r f o s

\R o a d w a y

\C A

D D

S h e e ts

\G

\S P

B

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CA

G4

DIMENSIONS AND QUANTITIES

A

B

C

E

F

G1 V

:1 .5

H f il l s lo p e

V

:2 H f il l s lo p e A

B

C

E

F

G

WINGWALL ELEVATION

SECTION B-B

SECTION A-A

WINGWALL PLAN

Fi ll sl op e

B

B

PLAN

3 spaces

(Showing headwall reinforcement)

(For Metal Pipes)

FRONT ELEVATION

DETAIL C

A

A

See Detail C other face fill face

Ground line into wingwall footing (typ.)

Headwall bars embedded

42"

5'-6"

7'-9"

8.0

5'-6"

5'-2"

10'-4"

10.0

48"

6'-0"

9.0

6'-0"

5'-9"

11.3

54"

6'-6"

4'-9"

9'-6"

10.1

6'-6"

12.6

60"

7'-0"

11.1

7'-0"

6'-11"

13'-10"

14.0

66"

7'-6"

12.2

7'-6"

15.4

72"

8'-0"

13.4

8'-0"

16.9

78"

8'-6"

14.5

8'-6"

18.3

84"

9'-0"

6'-11"

12'-0"

15.8

9'-0"

19.9

1554798 911

"2 15'-11

"4 36'-7

"4 36'8

"2 15'-11

"4 36'-7

"2 18'-11

"2 16'-5

"4 37'-1

"4 34'-3

"4 37'-5

"2 18'-7

"2 16'-5

"4 37'-1

"4 39'-11

"4 111'-6

"2 16'-11

"4 37'-7

"2 18'-2

"2 16'-11

"4 37'-7

"4 36'-3

"2 110'-11

"4 312'-7

"2 17'-5

"4 38'-1

"4 15'-2

"4 38'-11

"2 110'-4

"2 17'-5

"4 38'-1

"4 311'-11

"2 17'-11

"4 38'-7

"4 15'-7

"2 19'-8

"4 311'-2

"2 17'-11

"4 38'-7

"4 37'-5

"2 112'-11

"2 114'-11

"2 18'-5

"4 39'-1

"4 36'-0

"4 310'-5

"4 112'-1

"2 18'-5

"4 39'-1

"4 38'-0

"4 313'-11

"4 316'-1

"2 18'-11

"4 39'-7

"4 36'-5

"4 311'-2

"2 112'-11

"2 18'-11

"4 39'-7

"4 38'-7

"2 114'-11

"4 117'-3

"2 19'-5

"4 310'-1

"4 113'-10

"2 19'-5

"4 310'-1

"4 39'-2

"4 315'-11

"2 118'-5

"2 13'-10

#4 bars o.f.

#5 bars f.f.

b a r s

#4 bars top

#5 dowel bars

#5 bars top (typ.)

#4 bars bottom (typ.)

#4 bars (typ.)

#4 bars

Dowl 1'-6" into footing

2 - #5 bars 3'-0" long

#4 bars top

#4 bars

#5 bars

#4 bars

#4 bars (typ.)

#4 bars o.f. (typ.)

#5 bars f.f. (typ.)

#4 bars b.f. (typ.)

Maximum spacing = 1'-6" with 2 nuts for CMP 6" anchor bolt×" Ø 4 m in m in

9.

9.

1.

2.

3.

4.

5.

6.

7.

8.

9.

D (Diameter of pipe culvert)

NOTE:

shoulder line, construct the headwall parallel to line and grade of the shoulder.

Do not allow top of wingwall to project above fill slope, ditch slope or shoulder.

Concrete shall conform to Section 601. Chamfer all exposed

Anchor bolts shall conform to ASTM A307. Galvanize bolts and nuts to conform to ASTM A153. Anchor bolts shall be subsidary to reinforcing steel quantity.

See layout sheets for wingwall ending heights and lengths.

ordinary surface finish. Joint filler shall conform to

AASHTO M213 and shall be subsidary to concrete quantity.

Bell end of concrete pipe may replace bevel at inlet headwall.

Quantities shown in table are for one headwall and two wingwalls and are based on CMP. Concrete and steel quantities shown will be used as basis for final payment for headwall/ wingwalls constructed according to this standard.

Abbreviations:

f.f. = Fill face o.f. = Other face b.f. = Both faces

Nail in place joint filler (typ.)

& bottom (typ.)

b.f. (typ.)

& bottom (typ.)

(@ inlet only) bolt w/ 2 nuts for CMP

On shallow fill where headwall is 2-feet or less below

Reinforcing steel clearance is 2 inches unless shown otherwise.

" and finish all exposed surfaces with a Class 1 4 3edges

Steel (LB)

Conc. (CUYD)

Steel (LB)

Conc. (CUYD)

" expansion 2

3" × 3" bevel

Ø × 6" anchor"4

B G

G f.f. bars o.f. Wingwall bars

Footing varies

30°

EA

F

D

C max. spa. b.f.

#4 bars @ 1'-0"

6'-0"

3'-0"

1'-0"

#4 bars @ 1'-6" max. spa. bottom

#5 bars @ 9" max. spa. top to p b o tt o m m a x s p a

#5 bars @ 9" max. spa.

#4 bars @ 1'-6" max. spa.

6" m a x s p a b .f b a r s m a x s p a b .f b a r s

1'-0"

1'-0" 1'-0" c l.

c l.

" 1

601-A

42" TO 84" PIPE CULVERT

FOR SINGLE NORMAL

CONCRETE HEADWALL/WINGWALL

:3 e b r u a r y

S td

C A

\e r f o s \R o a d w a y \C

A D

D S h e e ts

\T \T

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

T1

1.

2.

3.

4.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

NOTE:

:3 p r il

S td

C A

\e r f o s \R o a d w a y \C

A D

D S h e e ts

\T \T

S td .d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD APPROVED FOR USE 12/1993

6/2005 4/1994 REVISED:

602-1

STATE PROJECT

NUMBER

SHEET

CA

NACI-FERGUSSON RD

T2

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

Half diameter or whichever is less section

Metal endMetal end section or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

12" (min.), 24" (max.)

"/foot of cover,2

NOTE:

H

Width

H H

H H

H H

H H

H

H

H

HH

H

(see table)

Minimum spacing or Span

Diameter or Span

Diameter

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

minimum

1'-0"

:5 p r il

S td

C A

\e r f o s \R o a d w a y \C

A D

D S h e e ts

\T \T

S td .d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD APPROVED FOR USE 12/1993

10/2017 DRAFT:

6/2005 4/1994 REVISED:

602-3

STATE PROJECT

NUMBER

SHEET

CA

NACI-FERGUSSON RD

T3

2.

3.

4.

5.

6.

7.

8.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

DESIGN C

CONNECTION TO METAL PIPE

OR OUTLET END OF CONCRETE PIPE

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A

A

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt reinforcement bolted or riveted under the center panel seam.

Supplement the reinforced edges of end sections for

Variations in design and dimensions are permitted to allow for manufacturer's standards.

Fabricate the diameter of the end section of Design B to match the inside diameter of the concrete pipe culvert.

Design C may be used in lieu of design A for all metal pipe culvert sizes. Coupling bands may be any acceptable type for the pipe culvert specified.

Fabricate multiple piece bodies with lap seams tightly joined attached with bolts or rivets.

Fa…