CA_ERFO_3N17(2)_Plans.pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

A

M N C

A e r fo n 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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

CA

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

A

M N C

A e r fo n 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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

CA

NO SCALE

SITE MAP

A4

ANGELES

NATIONAL

FOREST

Schedule A

Site 1

CA ERFO 3N17(2)

Begin Project Option X

Site 2

CA ERFO 3N17(2)

Begin Project

3N17

Forest Route

3N17

Forest Route

STATE PROJECT

P

M N C

A e r fo n R o a d w a y C

A D

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

S it e

M a p .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

CA

Sheet and Description

C1 C2

Site 1 - Route 3N17

Site 2 - Route 3N17

ALLOWANCE Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0030 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

A0050 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 1

A0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0090 15401-0000 CONTRACTOR TESTING LPSM ALL

A0110 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500

A0150 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0170 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 115 115

A0190 25501-1000 MECHANICALLY STABILIZED EARTH

WALL, WELDED WIRE FACE SQFT 800 800

A0210 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL

A0230 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 35 5 40

A0250 30302-1000 DITCH RECONDITIONING LNFT 250 250

A0270 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE

1 TON 18 2 20

A0290 60201-0800 24-INCH PIPE CULVERT LNFT 50 50

A0310 60212-0800 ELBOW, 24-INCH EACH 1 1

A0330 60403-0000 INLET EACH 1 1

A0350 60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1 1

A0370 60901-2500 CURB, ASPHALT, 8-INCH DEPTH LNFT 50 50

A0390 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A0410 62201-2750 MOTOR GRADER HOUR 20

A0430 62201-3000 HYDRAULIC EXCAVATOR HOUR 20

A0450 62301-0000 GENERAL LABOR HOUR 20

A0470 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.2

A0490 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.2

A0510 62902-0000 ROLLED EROSION CONTROL PRODUCT ACRE 0.2

A0530 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

MileStone: Final Estimate Date Completed: 07/23/19 Report Date: 07/23/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J ul

-2

7:

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ er fo

_3 n1

7( 2)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

C A

ER

FO

N

(2 su m m ar y.

xl sm

]S he et

STATE PROJECT

B1ERFO ANGELES NF 3N17(2)

Santa Clara DivideCA

SHEET

NUMBER

Sheet and Description

C1 C2

Site 1 - Route 3N17

Site 2 - Route 3N17

ALLOWANCE Bid Schedule

X0010 15101-0000 MOBILIZATION LPSM ALL

X0030 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

X0050 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 1

X0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0090 15401-0000 CONTRACTOR TESTING LPSM ALL

X0110 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500

X0150 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 235 235

X0170 25501-1000 MECHANICALLY STABILIZED EARTH

WALL, WELDED WIRE FACE SQFT 2,700 2,700

X0190 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL

X0210 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 170 10 180

X0230 30302-1000 DITCH RECONDITIONING LNFT 250 250

X0250 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE

1 TON 76 4 80

X0270 60201-0800 24-INCH PIPE CULVERT LNFT 50 50

X0290 60212-0800 ELBOW, 24-INCH EACH 1 1

X0310 60403-0000 INLET EACH 1 1

X0330 60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1 1

X0350 60901-2500 CURB, ASPHALT, 8-INCH DEPTH LNFT 200 200

X0370 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

X0390 62201-2750 MOTOR GRADER HOUR 20

X0410 62201-3000 HYDRAULIC EXCAVATOR HOUR 20

X0430 62301-0000 GENERAL LABOR HOUR 20

X0450 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.2

X0470 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.2

X0490 62902-0000 ROLLED EROSION CONTROL PRODUCT ACRE 0.2

X0510 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-J ul -2

7:

A M

MileStone: Final Estimate Date Completed: 07/23/19 Report Date: 07/23/19

N

C A\ er fo

_3 n1

7( 2)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

C A E

R

FO

N

(2 su m m ar y.

xl sm

]S he et

2) SUMMARY OF QUANTITIES - Option X

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 ANGELES NF 3N17(2)

Santa Clara DivideCA

SHEET

NUMBER

Pay Item Number Pay Item Description Pay Unit Quantity

20301-1900 REMOVAL OF PIPE CULVERT EACH 1

25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 115

25501-1000 MECHANICALLY STABILIZED EARTH WALL,

WELDED WIRE FACE

SQFT 800

25701-0200 CONTRACTOR FURNISHED MECHANICALLY

STABILIZED EARTH WALL DESIGN

LPSM ALL

30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 35

30302-1000 DITCH RECONDITIONING LNFT 250

40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 18

60201-0800 24-INCH PIPE CULVERT LNFT 50

60212-0800 ELBOW, 24-INCH EACH 1

60403-0000 INLET EACH 1

60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1

60901-2500 CURB, ASPHALT, 8-INCH DEPTH LNFT 50

Values used for estimating purposes: Aggregate base = 139 lb/ft³ Hot asphalt concrete pavement = 145.2 lb/ft³

QUANTITIES - SITE 1

Pay Item Number Pay Item Description Pay Unit Quantity

25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 235

25501-1000 MECHANICALLY STABILIZED EARTH WALL,

WELDED WIRE FACE

SQFT 2700

25701-0200 CONTRACTOR FURNISHED MECHANICALLY

STABILIZED EARTH WALL DESIGN

LPSM ALL

30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 170

30302-1000 DITCH RECONDITIONING LNFT 250

40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 76

60201-0800 24-INCH PIPE CULVERT LNFT 50

60212-0800 ELBOW, 24-INCH EACH 1

60403-0000 INLET EACH 1

60409-0000 INLET TOP, METAL FRAME AND GRATE EACH 1

60901-2500 CURB, ASPHALT, 8-INCH DEPTH LNFT 200

Values used for estimating purposes: Aggregate base = 139 lb/ft³ Hot asphalt concrete pavement = 145.2 lb/ft³

QUANTITIES - SITE 2

NOTE:

12" min.

DETAIL APPROVED FOR USE 01/2011

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

C le a r in g

L im it

S lo p e

S ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts E C .d g n

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

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

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll

Install fiber rolls along contours Wood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

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

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench 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

CA E1

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

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

1:3 or flatter

V a rie s

4' (min.)

Bench Width

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

24" (max.) vertical

TYPICAL SECTION

TYPICAL ELEVATION

Subgrade shoulder Retaining wall at face of wall

Proposed ground

ISOMETRIC VIEW

Face of wall Base reinforcement varies reinforcem ent (L)

Base length of

Collector pipe

Collector pipe

Slope to drain

D e s ig n w a ll h e ig h t, H

12" (min.)

RETURN MAT

MSE WELDED WIRE FACED

4' (m in.) 18"

Outlet pipe

Leveling course

12" (min.)

loss of backfill, all lifts

Place and join facing to prevent

18"

Additional reinforcement length

(See sheet 2) and collector pipe

Geocomposite sheet drain

12" bottom geotextile overlap

Sheet 1 of 2

12" (min.)

3' (min.)

(See sheet 2)

Wall facing fill

704.03(a))

(See subsection

Backfill material

(See subsection 704.08)

Select granular backfill

EARTH (MSE) WALL

MECHANICALLY STABILIZED

CONTRACTOR DESIGNED

(See subsection 704.03(a))

Backfill material

NO SCALE

STATE PROJECT

P

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts G C .d g n

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

NUMBER

SHEET

(See note 3)

Returns see sheet 2)

(Metallic or geogrid, Reinforcement elements

(See note 5)

(See subsection 714.01(a))

Class 1-type A non-woven

Bottom geotextile

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

C257-50

DETAILDETAIL APPROVED FOR USE _ _/_ _

DRAFT: 04/2015 06/2018

REVISED:

CA G1

208.

Slope or shore excavation according to Section 6.

according to table 255-2.

Sample and test materials or products 5.

on all walls.

reinforcement and extend 18" up the wall face

Bottom geotextile to cover the base 4.

Returns will not be measured for payment.

material a minimum of 4' into the backfill.

end of each lift with a return of the wall facing

Terminate wire-face wall at the beginning and 3.

drawings. No steps will be allowed.

Top of wall will be as shown on wall layout 2.

Specifications.

Section 257 and AASHTO LRFD Bridge Design

Design welded wire face MSE walls according to 1.

NOTE:

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

E m b e d m e n t

S e e T a b le f o r

Reinforcment length (8' Min.)

* See Wall Drainage Detail

MSE wall face

Welded wire facing Welded wire facing

(See note 2) collector pipe

6" diameter perforated

3' (min.)

3' (min.)

MSE WALL DRAINAGE DETAIL

2"

24" min. 2% direction of flow as appropriate)

Drain to fill side of road (skew in the

6" Non perforated diameter outlet pipe

1:10

NOTE:

4' (min.) 4' (min.)

12"

12"

(See subsection 703.03(a))

Granular backfill

255.05)

(See subsection compaction zone

3' special

18"

(see subsection 705.08)

Wall facing fill subsection 720.01) element (See

Metallic reinforcement m a x

METALLIC REINFORCED MSE WALL DETAIL

m a x

18"

255.05)

(See subsection compaction zone

3' special

(See subsection 714.04)

Primary reinforcement geogrid

714.01(a))

(See subsection

Geotextile filter

H

(See subsection 714.01(a))

Class 1-type A non-woven

Geotextile

(See subsection 705.08)

Wall facing fill

(min.) (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

STATE PROJECT

P

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts G C .d g n

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

NUMBER

SHEET

(See note 1)

(See subsection 714.02)

Geocomposite sheet drain

(See Note 6)

Top reinforcement mat

(See note 5)

Stiffener

(See note 5)

Stiffener

See note 4

See note 3

EARTH (MSE) WALL

MECHANICALLY STABILIZED

CONTRACTOR DESIGNED

Sheet 2 of 2

(See sheet 1)

Bottom geotextile

GEOGRID REINFORCED MSE WALL DETAIL

(See subsection 714.01(a))

Class 1-type A non-woven

Top geotextile adequately reinforce the wall face.

reinforcement mat unless the wall facing uses stiffeners to

Welded wire reinforcement systems require a top 6.

manufacturer.

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

the pipe.

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

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

securing screws.

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

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

requirements of subsection 708.04.

Furnish collector pipe, outlet pipe, and fittings meeting the and outlet at low points of wall and at 50' (max.) spacing.

Connect collector pipes to outlet pipes using a t-connector 2.

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

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE _ _/_ _

C257-50

DETAIL

DRAFT: 04/2015 06/2018

REVISED:

CA G2

4.

3.

2.

1.

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

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

STATE PROJECT

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

STANDARD

U.S. CUSTOMARY STANDARD

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

NUMBER

SHEET

CA

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

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

T1

2.

1.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.

[1]COUPLING BANDS FOR METAL PIPE CULVERT

Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS [5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

STATE PROJECT

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

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

NUMBER

SHEET

CA

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

T2

NOTE:

[6]underdrain

Use helical corrugated bands with pipes having helically corrugated ends.[4]

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

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

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

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

HH

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

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

STATE PROJECT

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

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

NUMBER

SHEET

CA

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

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

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

T3

NOTE:

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.)

604-A cast into riser

Galvanized frame

6"

6" 3'- 6" 3'

- 6

30"30

T4 pipe opening

24" diameter

DROP INLET

5' - 0"

5' - 6"

5' - 0"

30" x 30"

Galvanized grate

STATE PROJECT

P

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T s p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

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

NUMBER

SHEET

CA

REVISED: 08/2014

6" min. overlap

4" min. edge overlap

3' max. c-c

6" x 6" trench

12" max. c-c

12" max. c-c

12" max. c-c

3'

Slope stake

6"

6" x 6" trench

6''

See Note 1

Staple Spacing

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

DETAIL APPROVED FOR USE 01/2011

C629-50

12" spacing

Staple

12" spacing

Staples

STATE PROJECT

NUMBER

SHEET

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T C .d g n

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

T5

FLOW PERSPECTIVE VIEW

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

NOTE:

Staple

NO SCALE

native soil

Compacted

Toe of slope

Erosion control blanket

Compacted native soil blanket control

Erosion

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

See Detail B at toe of slope

Anchor trench

See Detail C

Shingle splice

See Detail A at top of slope

Anchor trench

2.

1.

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

Se e

Not e

Pr ev ail in g wi nd

CA

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2 the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

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

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

NCHRP-350 or MASH for crashworthiness.

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

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

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

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

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

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

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

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

that an encroachment permit has been obtained.

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B

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

CO

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

A

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

STATE PROJECT

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

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

NUMBER

SHEET

CA

Santa Clara Divide

CA ERFO ANGELES NF 3N17(2)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

T6

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

10 20

1 Post 2 Post 3 Post 4 Post

165125

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

M in

Note:

Roadway

M in

M in

D

M

Sidewalk

M

6' to 12'

M utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6'' x 6'' posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, than 10 square feet on double posts.

Mount signs that are wider than 3 feet or larger

(See Notes 3 and 4)

6.

5.

4.

3.

2.

1.

NOTES:

non-breakaway signs.

or shield with a barrier. Do not place holes in posts of to post spacing, place the sign outside the clearzone

Support Detail. If breakaway design cannot be used due

For posts 4-inch x 6-inch and greater, see the Breakaway

POST SIZE

DIAMETER

HOLE (Sq. Ft.)

MAXIMUM SIGN AREA

POST SIZE TABLE

of NCHRP Report 350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs. Ensure sign mounts hold the sign

The Contractor may submit alternate details for

(Min.)

6'-0''

(Min.)

2'-0''

(Min.)

2'-0''

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

SIGN INSTALLATION ANGLE

Local tangent

93°

90°

200'

635-A

T7

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

STATE PROJECT

A

M N C

A e r fo n R o a d w a y C

A D

D S h e e ts T S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

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

NUMBER

SHEET

CA