CA ERFO SIERRA NF 05S07(1) 100 Percent Plan Set Signed.pdf

DARRELL

PEREIRA

Digitally signed by DARRELL

PEREIRA

Date: 2022.08.04 08:53:58 -07'00'

LEONARD JOB Digitally signed by LEONARD JOB Date: 2022.08.04 08:16:48 -08'00'

CURTIS R SCOTT

Digitally signed by CURTIS R

SCOTT

Date: 2022.08.30 14:10:58 -06'00' jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

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

transversetransv.hexagonhex.

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

townshipT.galvanizedgalv.

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

structuralstruc.finishfin.

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

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

streetst.excavationexc.

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

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

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

rightRt. or RTelevationelev.

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

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

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

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

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

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

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

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

perforateperf.concreteconc.

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

point of curvePCPcountyCo.

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

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

normal crownNCbridgebr.

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

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

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

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

DRAINAGE SYMBOLSABBREVIATIONS

SPRING

DI

:1

A

M

J u n 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

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

ERFO SIERRA NF 05S07(1)

A2

FS DRAWING R-1703

NORRIS CREEK BRIDGE

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 :1

M a y

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

ERFO SIERRA NF 05S07(1)

A3

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS

CONTROL SHEET

3/28/22

:1

J u n e

D D e s ig n S u r v

F

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\

C T

L C

A E

R F

O S ie rr a -N

F s (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

A4

Scale in Feet

2000' 4000'

CA ERFO SIERRA NF 05S07(1)

BEGIN PROJECT

102+21 CA ERFO SIERRA NF 05S07(1)

END PROJECT

105+07

© 2022 Microsoft Corporation © 2022 TomTom

Notes:

and mobilization of construction vehicles and equipment.

2. Verify access routes to both sides of the creek for suitability is allowable within the closed portion of the roadway.

1. Staging and storing of equipment and materials

2.4 Miles

To Project Location

33.8 Miles

To Oakhurst

5.4 Miles

To Project Location

05S07

Forest Route

05S88

Forest Route 05S88

Forest Route

66.5 Miles

To Oakhurst

1.5 Miles

To Project Location

6.4 Miles

To Project Location

:1

J u ly

S it e M a p

S c a le

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

T E

C

A

E R

F O

S ie rr a -N

F s

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SITE MAP

STATE PROJECT

NUMBER

SHEET

CA

NORRIS CREEK BRIDGE

ERFO SIERRA NF 05S07(1)

A5 approximately 2.5"

Existing asphalt pavement depth

(top of pavement)

Profile grade pavement

3" Asphalt concrete

6" Roadway Aggregate, Method 2 limit stake

Slope

8" block

Hinge point for structural details

See Proposed Typical Section

Finished grade for guardrail details

See Standards 617 Method 2

9" Roadway Aggregate, limit

Slope stake

Existing ground

1:2

2. Varies

Sta. 103+78 to 105+07

Sta. 102+21 to 103+42

EXISTING TYPICAL SECTION

Sta 103+91 to 105+07

Sta 102+21 to 103+21

TYPICAL SECTION

Traveled way Traveled way

SubgradeSubgrade

Variable fill slope

Support

Lateralp a v e m e n t tr a v e le d w a y

E d g e o f

TYPICAL SECTION

MGS GUARDRAIL

See Guardrail Summary for locations

15' 15' Mulching limitsMulching limits and fill slope ratios.

See the cross sections for roadway cross-slope and cut 2.

stability.

adjusted by the CO to assure adequate drainage and excavation and embankment slope ratios may be

The gradient and width of roadway ditches and the 1.

NOTE:

Varies 2.

Clearing limits Clearing limitsWidth of existing traveled way

2.

Fill slope

Cut slope 2.

1:25 1:41:4

5' from 16' to 17' ft Existing width varies

12' 3'

0.0130.041TOTALS (mi)

70216TOTALS (ft)

116103+91 to 105+07

70103+21 to 103+91

100102+21 to 103+21

(ft)

Bridge

(ft)

Roadway Station to Station

LENGTH OF PROJECT

2'

3' Clear zone

5'

3' Clear zone

3' 12'

Construction limits

:5

J u n e

R t y p ic a l

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\

R ty p ic a l.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APPROACHES

NORRIS CREEK BRIDGE

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

A6

FS DRAWING R-1703

NORRIS CREEK BRIDGE

a.

a.

Sheet and Description

B3 B4 B5-B6 S2

Grading Summary

Surfacing Summary

Misc.

Summary

Norris Creek Bridge

Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0060 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.041 0.041

A0080 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.082 0.082

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 800 50 850

A0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 360 40 400

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.34 0.01 0.35

A0220 20220-1000 REMOVAL, INDIVIDUAL TREE As directed by the CO

(HAZARD) EACH 12 12

A0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 450 25 475

A0260 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0280 20420-0000 EMBANKMENT CONSTRUCTION CUYD 807 43 850

A0300 20801-0000 STRUCTURE EXCAVATION CUYD 110 110 Contract Quantity

A0320 20803-0000 STRUCTURAL BACKFILL CUYD 50 50 Contract Quantity

A0340 20820-0000 DEWATERING LPSM ALL

A0360 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 220 30 250

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 276 24 300

A0400 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 135 5 140

A0420 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 31 31

A0440 55401-1000 REINFORCING STEEL LB 3,100 3,100 Contract Quantity

A0460 55504-0000 PRE-FABRICATED STEEL BRIDGE

(24'x68') LPSM All ALL

A0480 56501-0200 DRILLED SHAFT, 24-INCH

DIAMETER LNFT 65 65

A0500 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 50 50

A0520 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

A0540 61707-0000 STRUCTURE TRANSITION RAILING LNFT 50 50 Contract Quantity

MileStone: 100% Date Completed: 07/26/22 Report Date: 07/26/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J ul

-2

:4

A M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ er fo s0

7( 1)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]S he et

STATE PROJECT

B1ERFO SIERRA NF 05S07(1)

NORRIS CREEK BRIDGECA

SHEET

NUMBER

Sheet and Description

B3 B4 B5-B6 S2

Grading Summary

Surfacing Summary

Misc.

Summary

Norris Creek Bridge

Allowance Bid Schedule

A0560 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

A0580 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20 20

A0600 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20 20

A0620 62201-2750 MOTOR GRADER HOUR 20 20

A0640 62301-0000 GENERAL LABOR HOUR 20 20

A0660 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20 20

A0680 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20 20

A0700 62515-1000 MULCHING, DRY METHOD ACRE 0.15 0.01 0.16

A0720 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4

A0740 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 45 45

-J ul -2

:4

A M

MileStone: 100% Date Completed: 07/26/22 Report Date: 07/26/22

N

C A\ er fo s0

7( 1)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]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 SIERRA NF 05S07(1)

NORRIS CREEK BRIDGECA

GRADING SUMMARY8

:4

J u ly

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

C A

\e r f o s

\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

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

B3

SURFACING SUMMARY8

:3

J u ly

S u r f a c in g S u m m a

C A

\e r f o s

\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

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

B4

Sheet 1 of 2

MISCELLANEOUS SUMMARIES

:4

M a y

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

C A

\e r f o s

\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

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

B5

Sheet 2 of 2

MISCELLANEOUS SUMMARIES

:5

J u ly

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

C A

\e r f o s

\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

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

B6

T

IM

B E R W

IN

G S

T

IM

B E R W

IN

G S

IN

C

M P

GPS

FHWA AC

JH

NAIL

GPS

FHWA AC

8.40' Lt

102+21.00

9.50' Rt

102+21.00

12.00' Rt

102+47.00

12.00' Lt

102+59.00

12.00' Rt

104+68.00 8.30' Rt

105+07.00

12.00' Lt

104+67.00

8.20' Lt

105+07.00

100'50'0

Scale in Feet

F lo w

Existing Ground

Proposed Profile

End Bridge

103+91

Guardrail Pad

E: 6906218.6947

N: 2010884.9216

Station 102+21

05S07(1)

CA ERFO SIERRA NF

Begin Reconstruction

E: 6906500.0170

N: 2010863.2149

Station 105+07

05S07(1)

CA ERFO SIERRA NF

End Reconstruction

Guardrail Pad

Mark of Norris Creek

Ordinary High Water

102+83.50 to 103+08.50 Lt.

Install guardrail 104+03.50 to 104+53.50 Lt.

Install guardrail

104+28.50 Rt.

104+03.50 to

Install guardrail

103+08.50 Rt.

102+58.50 to

Install guardrail

N80 °48 '36

"E

S79°40'32"E

N °5

'5 "E

'170.29L =

'85.98T =

'500.00R =

(RT)19°30'51"Δ =

101+32.16PI

'147.87L = '77.50T = '200.00R =

(LT)42°21'38"Δ =

104+75.32PI

.8

P C

5+

.6

PT

.1

.4

T

.0

P O

B

0 1

102+00

.5

103+00 104+00 105+00 106+00

7,040 7,040

7,050 7,050

-4.750% +1.000%

+3.5 07%

.6

V P

I

.3

V P

I

' VC95

17K =

' VC95

38K =

,0

.0

Begin Bridge 103+21

Note:

terminal pad grading.

1. See Detail C617-20 for guardrail

(See S-Sheets) 70' Bridge Length

:4

J u ly

F o re s t

R o u te

S

P la n

S h 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 \C

-M L

P

P

\P N

P

C A

E

R F

O

S ie rr a

-N F s

(1 d g n

STA. 102+21 TO 105+07

ROADWAY PLAN AND PROFILE

NORRIS CREEK BRIDGE

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

C1

SILT FENCE

C157-50

NOTE:

DETAIL APPROVED FOR USE

REVISED: 08/2014 07/2020

SHEET

5.

4.

3.

2.

1.

713.16(a).

Furnish geotextile conforming to subsection

6 ft. (max.)

fence support mesh = withoutPost spacing

10 ft. (max.)

fence support mesh =withPost spacing running around the ends.

fence up the slope to prevent water from

As the slope is constructed, curve the silt contours as closely as possible.

Install silt fence to follow the ground manufacturer's recommendations.

machine-sliced silt fence according to the slicing as approved by the CO. Install

Silt fence may be installed using machine

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Steel or wood post

Backfilled and compacted soil

Limits of clearing

Steel or wood post

NO SCALE

PLAN

T o e o f s lo p e

Note 3See

Staple or tie

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

POSTS AT JOINTS

See End Posts Detail

End posts

Staple or tie

SILT FENCE AS PERIMETER CONTROL

Fill

Existing ground

Sheet flow Silt fence

PLAN

SECTION A-A

A

A

Roadway

Edge of shoulder

Edge of shoulder

Toe of slope

Toe of slope

Posts Detail

See End

End posts

Silt fence

Fence support mesh (optional)

See note 5

Geotextile

See note 5

Geotextile

See note 5

Section A

Geotextile

Fasten fabric to posts.

each post one full turn.

Fold geotextile around

See note 5

Section B

Geotextile

See Typical Section Sheet

6" min. trench

6" min.

18" min.

30" min.

24" min.

Varies

Varies

See Note 3 for spacing

See Note 4

:2

M a r c h

U

S C u s to m a

C A

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

A D

D S h e e ts

\E \C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

E1

12" min.

DETAIL APPROVED FOR USE 01/2011

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

L im it

C le a r in g

S ta k e

S lo p

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

NUMBER

SHEET

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

along contours

Install fiber rollsWood stakes

Fiber Roll

Slope

Fiber Roll

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

REVISED: 12/2017

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

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

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

Flow spacing table See Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench

:2

M a r c h

U

S C u s to m a

C A

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

A D

D S h e e ts

\E \C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

E2

Curve = C2

PI 104+75.32

D

R = 200.00’

T = 77.50’

L = 147.87’

P C

.8

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

Drawing No. Description

BRIDGE DRAWING INDEX

BRIDGE PLAN & ELEVATIONRG3243-A

RG3243-B

RG3243-C

RG3243-F

RG3243-D

RG3243-G

TYPICAL SECTION

RG3243-E

GENERAL NOTES & ESTIMATE

RG3243-H

Elevations are at profile grade @ C Rdwy.

No Scale

PROFILE GRADE DIAGRAM

L

L

ELEVATION

PLAN

BRIDGE PLAN & ELEVATION

1" = 10’-0" A

N o r r is C r e e k

Grade = +1.00%

El. 7045.10 Sta. 103+21.00 Begin Bridge

Length of Bridge = 70’-0"

ABUT. 2ABUT. 1

El. 7045.80 Sta. 103+91.00 End Bridge

(typ.)1

K. EIKERMANN

K. EIKERMANN

B. ROBINSON

W in g ty p

S1

RG3243-I

RG3243-J

WINGWALL C

WINGWALL D

WINGWALL A

WINGWALL B

EXP

EXP

Q100 WS El. = 7038.6

El. 7045.10

El. 7045.10 El. 7045.80

El. 7045.80

C Rdwy.L

"4 12’-2

S ta

.0

B e g in B r id g e

S ta

.0

E n d B r id g e

Bridge Railing Post spa. (typ. both sides)

"2 1" = 65’-72

121 spa. @ 3’-1 "4

12’-2

Thrie Beam Bridge Railing

Horiz. Curve Data:

decking with asphalt pavement fill.

steel girders and structural steel

Modular steel bridge with Profile grade top of asphalt pavement.

Note: Deck elevations shown are at

Gutterline (typ.)

2.9

6.9

7.5

8.2

7035.9

7037.4

7037.8

7038.3

FOUNDATION PLAN

SUMMARY OF BORING LOGS

DRILLED SHAFTS

WINGWALLS

TRANSITION RAILING

REBAR LIST

ABUTMENTS

RG3243-K

7032.1

7031.3 elevation.

min. of 3 feet of freeboard above 100 year water surface

Hydraulic capacity requirements: Bridge low chord provides

= 7038.6 (measured 20 feet upstream of bridge).

100 year water surface elevation used to determine freeboard

Note: Water surface elevations are at upstream face of bridge.

Finished grade

Approx. existing ground

@ C Rdwy.

(as required).

Bolted field splice

1S. BELCHER

E L

,0

.6

E L

,0

.3

V P I

V P I

95’ VC95’ VC +1.000%

RIPRAP

El. 7041.6

Low chord Placed riprap

Method B, Class 2 (typ.)

See RG3243-J for details.

(typ. @ all 4 corners).

Structure transition railing

NO.

PROJECTSTATE

FEDERAL HIGHWAY ADMINISTRATION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A D il e s \D

G N

F il e s \r g p e .d g n

RG3243-

CA

KARL EIKERMANN

U.S. DEPARTMENT OF TRANSPORTATION

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

of 11 JUNE 2022

NONE

S2

BB. ROBINSON

GENERAL NOTES & ESTIMATE

K. EIKERMANN

2D. GERMANI

S. BELCHER

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g n .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

1" = 10’-0"

ELEVATION

ABUT. 1

El. 7045.10 Sta. 103+21.00 Begin Bridge

C Rdwy.L

El. 7045.80 Sta. 103+91.00 End Bridge

L@ C Rdwy.

Approx. existing ground

Q100 WS El. = 7038.6

Grade = +1.00%

FOUNDATION PLAN

FOUNDATION PLAN

1’-6"1’-6"

3’-0"

67’-0" Curve = C2

PI 104+75.32

D

R = 200.00’

T = 77.50’

L = 147.87’

Horiz. Curve Data:

N o r r is C r e e k

S ta

.5

A b u t.

C B r g

S ta

.5

A b u t.

C B r g

L

L

Berm El. 7039.9 Berm El. 7040.5

W in g ty p

FOUNDATION NOTES:

Location

Abut. 1

FOUNDATION TABLE

Abut. 2

Est. Shaft Tip Elev.

ABUT. 2

El. 7038.35 El. 7039.05

(typ.)

(typ.)

ty p

D r il le d s h a ft s p a ty p

3 C

(typ.)

to 2’-0" below finished grade

Remove existing substructure

(typ.)

to 2’-0" below finished grade

Remove existing substructure

B. ROBINSON

Profile grade

S3

BH21-01

255 kips/shaft (Strength I)

255 kips/shaft (Strength I)

El. 7028.0

El. 7028.0

S. BELCHER

WINGWALL B

WINGWALL A WINGWALL C

WINGWALL D

Est. Tip El. 7028.00

Load (@ top of shaft)

Max. Factored Shaft Axial

(Abut. 1 & 2)

D. GERMANI

information for drilled shafts.

See Section 565 of Special Contract Requirements for additional

Colorado.

Lands Highway Division, Geotechnical Services Branch, Lakewood, Transportation, Federal Highway Administration, Central Federal

Creek Bridge, dated March 2022, prepared by U.S. Dept. of

For additional information see Final Geotechnical Report, Norris

Class 2 (typ.).

Placed riprap, Method B, (removed from site) timber superstructure.

Location of original for details.RG3243-E Class 2 (typ.). See Placed riprap, Method B, (typ.)

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g f o u n d a ti o n .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

of 11 JUNE 2022

TIMBER WINGS

Curve = C2

PI 104+75.32

D

R = 200.00’

T = 77.50’

P C

.8

PLAN

N o r r is C r e e k

C Rdwy.L

TIMBER WINGS

L = 147.87’

Horiz. Curve Data:

1" = 10’-0"

ELEVATION SUMMARY OF BORING LOGS

TYPICAL TEST HOLE LOG

Boring No.

Location

Unified Soil Classification

Practical refusal SPT

Core Run

% Core Recovery Shaded

Ground Water

Depth at time of drilling (ATD)

Graphic material description

Depth Terminated

RQD

x x x

Elev.

with AASHTO T206 test (SPT) in accordance standard penetration

Blow count per foot with

LEGEND

TYPICAL TEST

HOLE SYMBOL

Plan View

Approximate location of any sampled hole

4 D

S4

BH21-01

STA 103+94, 2 ft LT

BH21-01

Asphalt

Fill

Sta. 103+91.00 End Bridge

Sta. 103+21.00 Begin Bridge

7,016

7,018

7,020

7,022

7,024

7,026

7,028

7,030

7,032

7,034

7,036

7,038

7,040

7,042

7,044

7044.9 0.2

12.5

WINGWALL D

WINGWALL C

WINGWALL A

WINGWALL B

7016.9

RQD

bedrock formational Basalt, with gravel (SM) Silty Sand

Geotechnical Services Branch, Lakewood, Colorado.

Federal Highway Administration, Central Federal Lands Highway Division, Bridge, dated March 2022, published by U.S. Dept. of Transportation, For additional information see Final Geotechnical Report, Norris Creek

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g b o r in g .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

of 11 JUNE 2022

1" = 10’-0"

C Rdwy.L

P C

.8

El. 7045.80 Sta. 103+91.00 End Bridge

El. 7045.10 Sta. 103+21.00 Begin Bridge

25’-0" (typ.)

(t yp .)6’

-0 ap ro n

Toe of 1:2 slope (typ.)

RIPRAP PLAN

SECTION A-A

A A

Finished grade

5 E

N o r r is C r e e k

S5

6’-0"

(ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR)

El. 7039.9 (Abut. 1)

El. 7040.5 (Abut. 2)

WINGWALL A

WINGWALL B

WINGWALL C

WINGWALL D

K. EIKERMANN B. ROBINSON S. BELCHER

(Abut. 1 & 2) El. 7035.0

(t y p

R a d

SECTION B-B

6’-0"

El. 7039.9 (Abut. 1)

El. 7040.5 (Abut. 2)

(Abut. 1 & 2) El. 7035.0

(ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR)

ground

Approx. existing ground

Approx. existing

Finished grade

B

B

RIPRAP

Placed riprap, Method B

Class 2 (typ.)

Placed riprap, Method B, Class 2.

Class 2.

Method B, Placed riprap, Type C.

non-woven, Class 1, Geotextile fabric, Class 1, Type C.

non-woven, Geotextile fabric, 1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r ip r a p .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

Drilled shaft

L integrity test prior to cap pour.

longitudinal bar. Perform shaft tied to rebar cage at nearest

NOTES:

A A

(11 tot. typ.)

#8A8 (Abut. 2)

#8A5 (Abut. 1) or

#4A7 spiral (Abut. 2)

#4A6 spiral (Abut. 1) or abut. cap.

Bottom of

Cage alignment details shall be submitted to the CO for approval.3.

measured along the longitudinal axis of the shaft/column.

longitudinal reinforcing shall be staggered by a minimum of 2’-0" as of concrete to the outside face of the component. Mechanical splices of inches measured from the surface 2 1have a clear cover not less than 1

For mechanical splice requirements see FP-14. Splice components shall

Mechanical splices may be used in spiral and longitudinal reinforcing. 2.

Minimum #4 spiral lap splice = 2’-0".1.

shaft (typ.)

m in e m b e d e m b e d m in

48 bar diameter lap

(typ.)

or approved equal.

"OS Splice Clip", "ERICO Quick Wedge", #4 spiral

1" (typ.)

lap length

1’-0" min.

No Scale

No Scale or approved equal.

Standard coupler

"BAR-LOCK MBT"

No Scale

MECHANICAL COUPLER SPLICE

SPIRAL LAP SPLICE

MECHANICAL LAP SPLICE FOR SPIRALS

SPLICE DETAILS (OPTIONAL)

c lr

#4A7 (Abut. 2) spiral

#4A6 (Abut. 1) or

DRILLED SHAFT ELEVATION

c l.

SECTION A-A

" = 1’-0"8 3Scale:

" = 1’-0"4

UNLESS NOTED

DRILLED SHAFTS

El. 7039.05 (Abut. 2)

El. 7038.35 (Abut. 1)

Est. top of bedrock El. 7032.0 (Abut. 1)

Est. top of bedrock El. 7032.0 (Abut. 2) in b e d r o c k m in e m b e d

B. ROBINSONS. BELCHER F6

Est. Tip El. 7028.0 (Abut. 2)

Est. Tip El. 7028.0 (Abut. 1)

(11 tot.)

#8A8 (Abut. 2)

#8A5 (Abut. 1) or

A p it c h

A b u t.

A p it c h

A b u t.

S6

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

45° (typ.)

(t y p .) 8

’-0 " w in g w a ll (ty p

Fill Face

C Brg. & C Abut.L L

Top of Rdwy.

ABUTMENT PLAN

A

Begin or End Bridge

L

(Abut. 1 Shown, Abut. 2 Similar)

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

10"

L

SECTION A-A

C Brg.L

Top of Rdwy.

3’-0"

1’-6"1’-6"

Elastomeric bearing pad

& anchor bolts per prefabricated bridge manufacturer (typ.).

w/ drain grate C 3" Ø weephole c lr

#4E2 (8 tot.)

reinforcement details.

See RG3243-H for wingwall

L

-2%

13’-0" 13’-0"

12’-1"11" 12’-1" 11"

12’-1" 12’-1" 11"11"

C Rdwy.L

WINGWALL B WINGWALL A

1’-3" min. lap splice

#4A1 w/

#6A4 (6 tot.)

#6A2 (6 tot.)

#4E2 b.f.

3"3"

#4E1

6" 6" endwall f.f.

Measured along

C Abutment & C drilled shafts b.f.

#4A3

C Rdwy.L sheet drain.

Geocomposite

A

Weephole spa.

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

ABBREVIATIONS:

3’-0" 3’-0"

2-#4A1 spa. (typ.)

2-#4A1 (typ.)

6-#6A4#4A3 b.f.

6-#6A2

Drilled shaft spa. 2’-0"2’-0"

(typ.). See RG3243-F.

1’-3"

ABUTMENT ELEVATION

(Abut. 1 Shown, Abut. 2 Similar) ABUTMENTS

" = 1’-0"4

Scale 38" = 1’-0"

2 spa. @ 11’-0" = 22’-0"

2 spa. @ 10’-0" = 20’-0"

El. 7039.05 (Abut. 2)

El. 7038.35 (Abut. 1)

El. 7045.80 (Abut. 2)

El. 7045.10 (Abut. 1)

S7

G7

Sta. 103+91.00

End Bridge

Sta. 103+21.00

Begin Bridge

B. ROBINSONS. BELCHER

" 2 11’-4 11 spa. @ 9" = 8’-3" " 2

11’-4

3"6" shaft (typ.)

#4A7 @ drilled prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

#4E1 (typ.)

24 eq. spa. = 24’-6", #4E1

D. GERMANI

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

Other face

Fill face

1’-0"

A

A

SECTION A-A

Fill face

Other face

8’-0" wingwall

WINGWALL PLAN

(typ. @ all four wingwalls)

WINGWALL ELEVATION

(typ. @ all four wingwalls)

#5W4 b.f.

#4W3 (typ.) #5W2 (typ.)

3" Ø weephole

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

5’-0"

Geocomposite sheet drain.

2%

ABBREVIATIONS:

b.f. = both faces o.f. = other face f.f. = fill face

"8 18’-2

8’-0"

C 3" Ø weephole w/ drain grate L

WINGWALLS

(Wingwall C & D)

El. 7045.05

(Wingwall A & B)

El. 7044.35

(Wingwall A & B)

El. 7045.10

(Wingwall C & D)

El. 7039.05

#4W1g b.f.#4W1a b.f.

6 spa. @ 1’-3"= 7’-6", #4W1(a-g) b.f.3" s p a

W o .f

W f .f s p a

#4W3 o.f. (typ.)

#5W2 f.f. &

#4W bars

#5W4

#5W2

#4W3

(typ.)

#4W1

#5W5 b.f.

UNLESS NOTED

" = 1’-0"

H8

(Wingwall C & D)

El. 7045.80

(Wingwall A & B)

El. 7038.35

B. ROBINSONS. BELCHER

S8

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g w in g w a ll .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

No ScaleNo Scale

0%

TYPICAL SECTION

12’-0"12’-0""4 13 "4 decking (galvanized)

Structural steel

Side dam (typ.)

Steel railing post (typ.)

Rolled steel girder (typ.).

splice at diaph (typ.).

Optional field bolted

C Bridge

C Rdwy. &

L s u p e r s tr u c tu r e d e p th

TL-2 rating min.

(10 ga.) (typ.)

Galvanized Thrie-Beam Bridge Railing decking crest.

" depth above steel 8 corrugations to provide

Asphalt pavement. Fill m a x

5 spa. @ 4’-5" = 22’-1"

Diaphragm (typ.)

Structural Steel

1’-6" 1’-6"

Begin or

End Bridge Profile

Grade

STRUCTURAL BACKFILL PAY LIMITS

Pay Limits for

Structural

Backfill to 704.03 conforming

Backfill material

TYPICAL SECTION

"2 111 "2

1’-6" 1’-6"

Excavation

Structure

Pay Limits for

Approx. existing ground @ C Rdwy.L

STRUCTURE EXCAVATION PAY LIMITS

Begin or

End Bridge

UNLESS NOTED

" = 1’-0"8

S9

I

B. ROBINSON

K. EIKERMANN

prior to ordering materials and constructing abutments.

* Final dimensions & elevations to be coordinated with bridge manufacturer

NOTES:

L e m b e d pads per bridge manufacturer.

and elastomeric bearing

Anchor bolts, bearing plates, Bridge Railing

Thrie Beam

Begin or

End Bridge gdr. clearance 1" min.

TYPICAL SECTION @ ABUTMENT

m in to W-beam.

railing. Thrie Beam

Structure transition

2" gap

10" endwall

1’-6" 1’-6"

Asphalt pavement

End guard angle

C Brg.

Gdr./Prefab Bridge Length = 68’-0" item 40301-0100.

Asphalt pavement and tack coat on bridge deck is included in pay asphalt lifts.

Apply tack coat to entire steel deck surface and between of all foreign material.

Prior to application of tack coat, clean steel decking surface

K. EIKERMANN S. BELCHER

steel decking

Galvinized r o a d w a y s e c ti o n

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g ty p ic a l.

d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

TYPICAL PLAN VIEW

TYPICAL ELEVATION VIEW

B

3 Spaces 3’-1 �"

1"

6’-3" Non-Symmetrical

Transition to W-Beam

W-Beam

6’-3"

B

37 �"

Rail Section of Splice

Center line

9’- 4 �"

A

A

Direction of Traffic

6’-3"

NON-SYMMETRICAL(10 GA.)

TRANSITION SECTION

37 �"

(10 GA.) ELEMENT SECTION

THRIE-BEAM (3’- 1 �")

bolts w/washers.

Button head splice

12 ~ �" Dia. x 1 �"

8"

6"

CL

W6 x 8.5

W6 X 9.0 or

4 �

1"

STEEL POST & BLOCK

(Showing Standard Block)

SECTION B-B

SECTION A-A

This post location requires a Thrie-Beam

Block (6"x 8"x 22" Nom).

Standard Block

(6"x 8"x 14" Nom)

Low Speed Transition

Button head splice bolts

12 ~ �" Dia. x 1 �"

Button head splice bolts

8 ~ �" x 1 �" nut.

post bolt with washer and

1~ �" Top button head

GENERAL NOTES

TRANSITION RAILING

Bridge

Bridge

Prefabricated Bridge) (included with Pay Item for

Limit of Steel Bridge Railing

End Bridge Begin or

12’-6" Pay Length for Stucture Transition Railing See Roadway Plans for Approach Railing

NONEB. ROBINSON J10

Beam Transition TL-2 Mash Compliant, GF(31) TL2-19".

7. Transition is adapted from TxDOT low speed transition "Metal Beam Guard Fence Thrie

6. Fabricate and construct railing to the horizontal and vertical alignment of the roadway.

5. Posts shall not be set in concrete, of any depth.

4. Material for steel posts shall conform to ASTM A36, and shall be galvanized after fabrication.

galvanized.

Washers shall conform to ASTM F436, Type 1. All attachment hardware shall be

3. Button head bolts shall conform to ASTM A307. Nuts shall conform to ASTM A563.

" double recessed nuts.8 5" with 4

1" x 18 5 Button head "splice" bolts are thickness of the nut and the washer and not more than 1" beyond it.

2. Button head "post" bolts shall be of sufficient length to extend through the full

1. Rail elements shall meet the requirements of AASHTO M180, Type I, Class B.

S10

K. EIKERMANN S. BELCHER

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r a il .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

NOTES

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

ABBREVIATIONS:

NONE

REBAR LIST

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENTS

V or N

11217 0’-3" 1’-11�" 2’-8" 1’-11�"6’-7"#4A1 4934 Stirrups

12STR 25’-7"25’-7"#6A2 4616 Horiz. bot.

4STR 25’-7"25’-7"#4A3 684 Horiz. b.f.

122 0’-4�" 1’-0" 25’-7�" 1’-0"27’-7�"#6A4 4986 Horiz. top

33STR 12’-5"12’-5"#8A5 10948 Vert. drilled shaft

(Abut. 1)

377 1’-6" 1’-0" 11’-4�" 3 1566’-9�"#4A6 1344 Spiral drilled shaft

(Abut. 1)

617 0’-3" 2’-1" 2’-8" 2’-1"6’-10"#4A7 274 Stirrups @ drilled shafts

33STR 13’-2"13’-2"#8A8 11608 Vert. drilled shaft

(Abut. 2)

377 1’-6" 1’-0" 12’-1�" 3 1670’-3�"#4A9 1414 Spiral drilled shaft

(Abut. 2)

4076 LBSSUBTOTAL

ENDWALLS

V or N

5417 0’-3" 4’-10�" 0’-6" 4’-10�"10’-3"#4E1 3704 Stirrups

16STR 25’-7"25’-7"#4E2 2734 Horiz. b.f.

643 LBSSUBTOTAL

WINGWALLS

V or N sets of

STR 5’-7"

to

6’-3�" at 0’-1�"

Incr.

5’-7" to

6’-3�" at 0’-1�"

Incr.

#4W1 2234 Vert. b.f.

4052 0’-3�" 7’-8" 1’-6" 1’-0�" 1’-1�"9’-2"#5W2 3825 Horiz. f.f.

2452 0’-3" 7’-8" 1’-6" 1’-0�" 1’-1"9’-2"#4W3 1474 Horiz. o.f.

8STR 8’-4"8’-4"#5W4 705 Horiz. b.f.

852 0’-3�" 1’-0" 1’-0" 0’-8�" 0’-9"2’-0"#5W5 175 Horiz. b.f.

838 LBSSUBTOTAL

B

STR

TYPE 2

A G

B

B

C

D

OPTIONAL LEG

TYPE 17

D

C

B

A

TYPE 52

TYPE 77

C

A

B

E = Total Turns

D = Extra Turns (half t&b)

S. BELCHERB. ROBINSON B. ROBINSON 11 K

S11 only and are provided for information only.

Reinforcing steel lengths for drilled shafts are estimates

Reinforcing steel will be paid for as part of "Drilled Shaft".

included in the contract item "Reinforcing steel".

Reinforcing steel quantities for drilled shafts are not

Dimensions in bending diagrams are out-to-out of bars

2.

1.

1/

N

C A \e r f o s (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r e b a r .d g n

RG3243-

CA

SIERRA NATIONAL FOREST

MADERA COUNTY, CALIFORNIA

BRIDGE

05S07(1) NORRIS CREEK

CA ERFO SIERRA NF

Overlying material backfill or overlying material

Crushed coarse aggregate Overlying material backfill or overlying material

Crushed coarse aggregate

C617-32.

minimum depth shown on Details C617-10, C617-11, C617-31, or

PLAN VIEW

Use this standard when posts cannot be embedded to the

5.

4.

3.

2.

1.

PLAN VIEW

Steel PostSteel Post

Wood Post

Wood Post the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

"coarse aggregate for concrete" or "granular backfill for

Use crushed coarse aggregate backfill that conforms to oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

ELEVATION

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

depth (A) is 18" or less.

Case 1: Overlying material

ELEVATION

depth (A) is greater than 18".

Case 2: Overlying material

POST EMBEDMENT DIMENSIONS

NO SCALE

Rock material aggregate backfill Crushed coarse

Rock material aggregate backfill Crushed coarse

Finished grade Finished grade

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

C617-13

REVISED:

NOTE:

between drilled holes Excavate area between drilled holes Excavate area fo r M

G S fo r M

G S

23"

23"

21"

21" 8"

12"

21" or 23" 8" or 12" fo r G fo r G

B A

E m b e d m e n t D e p th

B A

E m b e d m e n t D e p th

:1

M a y

D D e s ig n S u rv

C A

\e rf o s

(1

R o a d w a y \C

A D

D

S h e e ts \T

-6

\C

-1

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

4/2020 DETAIL APPROVED FOR USE

REVISED:

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

T1

Hinge point line

Back of post

TEST LEVEL

L

PLAN

6.

5.

4.

3.

2.

1.

embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the

(FT)

50 (for MGS)

37.5 or 50 (for G4)

3 (> 45 mph)

2 (≤ 45 mph) terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail

Install a reflectorized object marker on the end of the terminal.

taper according to manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a Install terminal at a 1:25 taper or flatter, to position the manufacturer's recommendations.

necessary to install the tangent terminal according to the manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

practical within site constraints. If necessary because provided, use the preferred grading layout as much as staking notes or model. If no staking notes or model are Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for Install tangent terminal according to the manufacturer's

NO SCALE

embankment Edge of widened

PLAN

post section. See Note 4 face of the rail in the standard Tangent line projected from the

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

C617-20

Front of rail face

PREFERRED GRADING

See Note 6 Guardrail terminal grading

Varies by manufacturer end of terminal not shown.

Terminal posts and

Back of post

Front of rail face

See Note 6 Guardrail terminal grading

Hinge point line

ALTERNATIVE GRADING

Varies by manufacturer end of terminal not shown.

Terminal posts and

(m in

Post section

Standard

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent o r fl a tt e r

V

:1

H

See Note 3

Length of Need 12'-6"

(m in o r fl a tt e r

V

:1

H post section

Standard

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

See Note 3

Length of Need

(m in

(m in

12'-6"

(min.)

10'-0"

:1

M a y

D D e s ig n S u rv

C A

\e rf o s

(1

R o a d w a y \C

A D

D

S h e e ts \T

-6

\C

-2

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

04/2020DETAIL APPROVED FOR USE

REVISED:

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

T2 fill slope

Variable

TOP symmetry ofCL

FRONTSIDE

BLOCK

GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

steeper than fill slope

Variable slope but not shown on Typical Section

Aggregate base or as

W beam rail on terminal sections

All posts except those

NO SCALE

DETAIL

POST AND BLOCK

SHAPE POST

STRUCTURAL

Note 3

See terminal sections approach and departure

Widening required for

Subgrade shoulder.

1V:10H or flatter slope

TYPICAL GUARDRAIL ELEVATION OMITTED POST DETAIL

terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point

1V:2H or flatter slope

1V:2H or flatter slope

Hinge pointshown on Typical Section

Aggregate base or as shown on Typical Section

Aggregate base or asgroundline at face of rail

Edge of pavement or

1V:10H or flatter slope 1V:10H or flatter slope block (typ.)

Post and rail as applicable ground line at face of

Edge of pavement or

Traffic splice

Mid-span

Lap in direction of traffic

TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION

5.

4.

3.

2.

1.

(See Note 2)

Block its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, including

Dimensional tolerances not shown or implied are intended to be

In erodible or uncompacted soils, increase post length to 8'.

approved by the CO.

the edge line. Other types of delineators may be used as recommendations. Match the color of the reflective element with or mechanical means according to the manufacturer's delineator to the web of the steel post using either an adhesive

Install a flexible hinged delineator every fourth post. Fasten throughout the length of guardrail run.

be wood, plastic, or composite material. Use consistent material

Size of block shown elsewhere on the plans. Block may omitted in locations where the typical guardrail cross section

When encountering impenetrable material, one post may be

8" or 12" block 8" Block

8' Post

6' Post 6' Post

(one omitted post)

Unsupported span

3" x 4" (min.)

sheeting

Retroreflective

" x 10" or 14" guardrail bolt8

Note 2

See

" plain round washer4

W6 x 9 or W6 x 8.5

" dia.4

" dia. (typ.)4

Note 2

See

N o te

S e e and Details C617-13 or C617-37.

and the hinge point. For all other locations, see Section 617 includes 2-feet (min.) between the back of the guardrail post

6' POST, 8" OR 12" BLOCK 6' POST CENTERED ON HINGE, 8" OR 12" BLOCK 8' POST ON SLOPE, 8" BLOCK

C617-32

DETAIL APPROVED FOR USE 04/2020

" recess nut8

U

S E

R

REVISED:

See Note 2

8" or 12" block

STEEL POSTS

MGS W-BEAM GUARDRAIL

groundline at face of rail

Edge of pavement or

See Note 2

SIDE

TOP

PLAN VIEW

NOTE:

See Note 1

POST FACE

See Note 4 o s t le n g th

P o s t le n g th bolts and nuts (8 per splice) " guardrail splice4

" x 18

6"

"4

"4

6"

Post spacing 6'-3""2

3'-1

43'-9" (min.)

56'-3" (min.) Distance between omitted posts

(max.)

12'-6"

5" (max.)

(t yp

6" ty p

(t y p

7"

(typ.)

2'-0" o r

8" or 12"

"4

8" or 12"

:2

J u n e

U

S

C A

\e r f o s

\R o a d w a y

\C A

D D

S h e e ts

\T

\C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

CA

ERFO SIERRA NF 05S07(1)

T3

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f t r a v e le d w a y

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

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

See post detail (typ.)

Break-away holes.

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

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 a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

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

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

1.5

1.5

1.5

1.5

1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X 0.2X

D

Long side of post

D

90°

93°

200' m in m in

6' - 12'

:2

J u n e

U

S

C A

\e rf o s

(1

R o a d w a y \C

A D

D

S h e e ts \T

-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

ERFO SIERRA NF 05S07(1)

T4

NOTES:

Traffic flow

Traffic flow

WORK SPACE/STAGING AREA

6" (max.)

ELEVATION

BUFFER SPACE

BUFFER SPACE

light

Type B warning

Traffic flow

Traffic flow

VARIABLE150'

with R11-2

Barricade Type 3 light

Type B warning light

Type B warning

05S07 and 05S88.

Place Road Closed to Thru Traffic signs (R11-4) at each intersection of in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored field conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit

3.

2.

1.

ROAD CLOSED TO ALL TRAFFIC

ROAD

CLOSED

Centerline of Road with R11-2

Barricade Type 3

R11-4

R11-4

ROAD

CLOSED

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

ROAD CLOSED

TO

THRU TRAFFIC

150'

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-A

SPECIAL

:3

J u n e

D D e s ig n S u r v

C A

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

A D

D S h e e ts

\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

ERFO SIERRA NF 05S07(1)

T5