CA_PLU_CR411(1)_100__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

P

M N C

A p lu c r 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 C

R B

U C

K S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

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

P

M N C

A p lu c r 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 C

R B

U C

K S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

SURVEY CONTROL

A4

STATE PROJECT

P

M N C

A p lu c r 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

R B

U C

K S

U S .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

2%2% first asphalt lift)

(applied prior to

Prime coat

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

and seeding limits

Topsoil and seeding limits

Topsoil

SubgradeSubgrade

Traveled way Traveled wayShldr.

NO SCALE

NOTE:

Min. superelevation 2%

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for pavement)

(top of

Profile grade

Shldr.

1.

1:4

DETAIL A

See Detail A

MAINLINE

TYPICAL SECTIONSbase

Aggregate

30° - 35° sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° - 35° pavement edge (safety edge)

Asphalt concrete pavement

Placed in two lifts concrete pavement

4" Asphalt

4' 4'

8% Max. superele vation

12' 12'4.33'

20.33' 20.33'

9" Aggregate base

4.33'

356+14 to 373+50

356+14 to 372+25

TYPICAL SECTION

356+14 to 373+50

EXISTING TYPICAL SECTION

0.329

A5

Clearing and construction limits

Hinge point

1:4

(va ria ble )Fill sl op e2.

limit stake

Slope

(v ar ia bl e)

Cu t s lo pe

2.

2'B=2'

F= 2' limit

Slope stake cut slope

Rounded

3.

Existing ground asphalt lifts)

(applied between

Tack coat

2'

Varies Clear zoneClear zone

8.33'

Station to Station

Graded Ditch Width

(ft)

W

Ditch

Graded

W

367+50 to 372+25

366+50 to 367+50

365+50 to 366+50

364+50 to 365+50

362+00 to 364+50

361+00 to 362+00

356+14 to 361+00 transition transition transition

Varies 2.

Average width 32 ft first asphalt lift)

(applied prior to

Prime coat

Traveled way Traveled wayShldr.

pavement)

(top of

Profile grade

Shldr.

See Detail A

Placed in two lifts concrete pavement

4" Asphalt

4' 4'12' 12'Varies Varies

372+25 to 373+50

TYPICAL SECTION

Existing ground asphalt lifts)

(applied between

Tack coat

Construction limits

Varies Varies

Ex ist ing Sl op e

Va ria ble

Ex ist in g

Sl op e

V ar ia bl e foreslope as necessary, but not steeper than 1:2, to stay on the existing bench.

Construct a 1:4 foreslope unless otherwise directed by the CO. Steepen the reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios, and ditch widths.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

4.

3.

2.

1.

4.

varies

Clear zone varies

Clear zone

Subgrade varies Subgrade varies

Hinge point

6' steel post

4'-0" (min.)

1V:3H or flatter

Face of RSS grade finished

Proposed

9 1/4" post

Backup Plate at each

12" long, 12-guage

Non-Blocked MGS at RSS

1'16' to s h o u ld e r o f p a v d

N o r m a l e d g e

9" Aggregate base

Subsidiary to 204 items

Excavate 13" depth

Existing aggregate base depth equals 12"

Existing asphalt pavement depth equals 3" or more

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

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

T Y P C

R B

U C

K S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

Sheet and Description

B4 B5 B6 B7

Grading Summary

Misc Summary

Misc Summary

Misc Summary ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 2 2

A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0100 15401-0000 CONTRACTOR TESTING LPSM ALL

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,251 59 1,310

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 60 60

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 22 3 25

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 2.9 0.2 3.1

A0240 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 16 4 20

A0260 20301-0200 REMOVAL OF BOULDER EACH 35 5 40

A0280 20301-0700 REMOVAL OF DELINEATOR EACH 16 4 20

A0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0320 20301-2400 REMOVAL OF SIGN EACH 4 1 5

A0340 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,166 34 1,200

A0360 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE

BARRIER LNFT 440

A0380 20401-0000 ROADWAY EXCAVATION CUYD 3,853 247 4,100

A0400 20420-0000 EMBANKMENT CONSTRUCTION (RSS) CUYD 22,490 1,310 23,800

A0420 20720-0300 REINFORCEMENT GEOSYNTHETIC, TYPE

3 SQYD 23,018 1,482 24,500

A0440 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 8 2 10

A0460 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,517 83 3,600

A0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,376 44 1,420

A0500 41102-1000 PRIME COAT, METHOD 1 SQYD 6,300 200 6,500

A0520 41105-0000 BLOTTER TON 10

A0540 41201-0000 TACK COAT TON 3 0 3

A0560 60201-0800 24-INCH PIPE CULVERT LNFT 195 10 205

A0580 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 4 4

A0600 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS (NON-BLOCKED) LNFT 1,313 1,313

A0620 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 2 2

8- Ju l-

:2

PM

N

C A \p lu cr

1(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

C A F

LA

P

PL

U

C R

1( 1)

E st im at e-

.x ls x]

Sh ee t

SUMMARY OF QUANTITIES

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

B1FLAP PLU CR411(1) CA

SHEET

NUMBER

Grading Summary

Misc Summary

Misc Summary

Misc Summary ALLOWANCE Bid

Schedule

A0640 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM

CAPACITY HOUR 10

A0660 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 10

A0680 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

A0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 10

A0720 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

A0740 62301-0000 GENERAL LABOR HOUR 40

A0760 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 20

A0780 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0800 62401-0300 FURNISHING AND PLACING TOPSOIL,

4-INCH DEPTH SQYD 2,170 110 2,280

A0820 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 7,814 386 8,200

A0840 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 7,814 386 8,200

A0860 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 4,397 203 4,600

A0880 62901-1100 ROLLED EROSION CONTROL PRODUCT,

TYPE 4 SQYD 2,634 116 2,750

A0900 63301-0000 SIGN SYSTEM EACH 4 4

A0920 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 4

A0940 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 2.6 0.1 2.7

A0960 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

A0980 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 50 50

A1000 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A1020 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

A1040 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,050 50 1,100

A1060 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 1,736 1,736

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

8- Ju l-

:2

PM

N

C A \p lu cr

1(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

C A F

LA

P

PL

U

C R

1( 1)

E st im at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2FLAP PLU CR411(1) CA

Grading Summary

Misc Summary

Misc Summary

Misc Summary ALLOWANCE Bid

Schedule

A1080 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 2,000 2,000

A1100 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 158 7 165

A1120 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 700 700

A1140 63610-2800 CONDUIT, 4-INCH, PVC LNFT 1,473 77 1,550

A1160 63621-1000 UTILITY BOX, PULLBOX EACH 3 3

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

8- Ju l-

:2

PM

N

C A \p lu cr

1(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

C A F

LA

P

PL

U

C R

1( 1)

E st im at e-

.x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3FLAP PLU CR411(1) CA

GRADING SUMMARY

B4

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts B S u m m S

U M E

W K P

L U

C R .d

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

CA

Sheet 1 of 3

SUMMARY

MISCELLANEOUS

B5

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts B S u m m S

U M

M I S

C P

L U

C R .d

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

CA

Sheet 2 of 3

MISCELLANEOUS

B6

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts B S u m m S

U M

M I S

C P

L U

C R .d

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

CA

Sheet 3 of 3

MISCELLANEOUS

B7

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts B S u m m S

U M

M I S

C P

L U

C R .d

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

CA

STATE PROJECT

P

M N C

A p lu c r 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

R B

U C

K S

C .d g n

U s e r L e s li e .D e W it t_

NUMBER

SHEET

Superelevation Diagram

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

,6

.0

VPI 357+14

EL 3,607.93

+4.

1%

6.

6%

200' VC

K = 104

VPI 364+40

EL 3,657.04

6.

6%

-2.543%

685' VC

K = 74

SSD = 398'

-2.543%

SSD = 1329'

3570357

357535

358035

37303735

SH

O

TG

U N

3598.4

3603.0

18 IN

CM

P PO

O

R CO

N D

ITIO

N

.9

I

N C

M P S

H O

T G

U N40

S1

.6

D A

M A

G E

D

S1

STEEL W

TYPE

RAIN

GAUGE O

N 6

FT

T-

POST

P A I N

T M

A R

K S

03STEEL W TYPE-NO END PIECE

PAINT ON ROAD

P O

T

.0

P C

.2

P T

.2

P C

.7

P T

.9

P O

T

.5

TP

TP

358+09-2.0%

359+12 -8.0% -8.0%

360+66 363+84 368+31

360+66 363+84 368+31

8.0% 8.0%

356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00

3630 3660

C1

CA FLAP PLU CR411(1)

Begin Project

E=6833312.058 N=1866279.698 Station 356+14.00

Existing ground

Profile grade

Profile grade

Existing ground

200'100'0

Scale in Feet

-10%

10% 10%

-10%

Remove existing guardrail

Sta. 358+00 to 362+73, Lt.

Curve = CR411-1

PI 362+65.92

R = 475.00'

T = 268.68'

L = 489.04'

D

Curve = CR411-2

PI 369+36.16

D

R = 500.00'

T = 207.43'

L = 393.25'

Axis of rotation

Profile grade &

LT EOP RT EOP

Remove tree as directed by CO

Sta. 365+00, Lt.

Install telephone pullbox

Sta. 365+00, Rt.

See Standard 617-A

Install terminal section, tangent

Sta. 358+00 to 358+37.50, Lt.

pavement existing

Match as directed by CO.

to 10' back from top of existing cut slope

Remove trees from top of existing cut slope

Sta. 356+14 to 357+00, Rt.

See Special 636-A

Install 4" PVC Conduit

Sta. 357+12 to 372+00, Rt.

Install utility pullbox

Sta. 357+12, Rt.

See Special 261-A

Construct Reinforced Soil Slope

Sta. 360+00 to 363+00, Lt.

Remove trees as directed by CO

Sta. 360+25 to 360+50, Rt.

as directed by CO and stockpile on site

Remove boulders lining pullout

Sta. 363+00 to 364+80, Lt.

See Special 261-A

Construct Reinforced Soil Slope

Sta. 365+00 to 370+50, Lt.

limits.

do not disturb outside of construction the left clearing limits. Sensitive area, Place construction fencing along

356+14 - 372+25, Lt.1.

NOTE:

See Special 617-A

Install Non-Blocked MGS Guardrail

Sta. 358+37.5 to 371+41.5, Lt.

R ip r a p a p r o n

L t.

E n d S e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

P

R e m o v e e x is ti n g c u lv e r t according to SCR's subsection 203.04.

Remove and salvage existing concrete barrier

Sta. 362+17 to 366+62, Rt.

P

M N C

A p lu c r 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

R B

U C

K S

C .d g n

U s e r L e s li e .D e W it t_

NUMBER

SHEET

Superelevation Diagram

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

V P I

E L

,6

.5

-2.543%

-3.458%

300' VC

K = 328

SSD = 1329'

,6

.3

5 3

.9

I

N C

M P S

H O

T G

U N

.6

D A

M A

G E

D

S1000

STEEL W TYPE RAIN GAUGE ON 6 FT T-POST

P A I N

T M

A R

K S

BOULDERS

P T

.9

P O

T

.5

TP

-8.0% 372+07

-2.0%

370+54

372+28

1.17%

370+54

370+00 371+00 372+00 373+00

C2

CA FLAP PLU CR411(1)

End Project

E=6834870.370 N=1865844.257 Sta. 373+50

200'100'0

Scale in Feet

-10%

Remove existing guardrail

Sta. 364+78 to 371+79, Lt.

Profile grade

10% 10%

-10%

-8.0%

Axis of rotation

Profile grade &

LT EOP

RT EOP8.0%

374+00

Install telephone pullbox

Sta. 372+00, Rt.

See Standard 617-A

Install terminal section, tangent

Sta. 371+41.50 to 371+79, Lt.

Match existing ground

Station 372+25 - 373+50 ground

Existing

Match existing pavement

See Special 636-A

Install 4" PVC Conduit

Sta. 357+12 to 372+00, Rt.

limits.

do not disturb outside of construction the left clearing limits. Sensitive area, Place construction fencing along

356+14 - 372+25, Lt.1.

NOTE:

-2.543%

See Special 617-A

Install Non-Blocked MGS Guardrail

Sta. 358+37.5 to 371+41.5, Lt.

li n e

S h o r te n r ip r a p t o R

O W

R ip r a p a p r o n

L t.

E n d S e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

P

R e m o v e e x is ti n g c u lv e r t

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts E E

C P C

R .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

36653665

375037 553760

N E

W A

S P

H A

L T

N E

W A

S P

H A

L T

K -R

A

IL

Station 373+50

CA FLAP PLU CR411(1)

End Project

200'100'0

Scale in Feet

Station 356+14

CA FLAP PLU CR411(1)

Begin Project

See Special 157-A

Install check dams (typical)

Sta. 357+00 to 371+00, Rt.

See Detail C157-55

Install fiber rolls at culvert inlet

Sta. 356+79, Rt.

See Detail C157-55

Install fiber rolls at culvert inlet

Sta. 371+78, Rt.

See Detail C157-50

Install silt fence

Sta. 359+00 to 371+00, Lt.

E1

356+14 TO 373+50

CONTROL

EROSION AND SEDIMENT

and Special 261-A

See Detail C629-50

Install Rolled Erosion Control Product, Type 4

Sta. 360+00 to 363+00, Lt.

and Special 261-A

See Detail C629-50

Install Rolled Erosion Control Product, Type 4

Sta. 365+00 to 370+50, Lt.

SILT FENCE

6" min. trench

6" min.

18" min.

30" min.

24" min.

C157-50

NOTE:

4.

3.

2.

1.

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

REVISED: 08/2014

E2

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

Varies

See Note 3 for spacing

See Note 4

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

NO SCALE

PLAN

T o e o f s lo p

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

Geotextile fabric

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)

Section A fabric

Geotextile

Section B

Geotextile fabric

Geotextile

See Typical Section Sheet

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

12" min.

12" max.

Trench 2" min.

12" min.

See Note 3

Stake Spacing

DETAIL APPROVED FOR USE 01/2011

C157-55

6.

5.

4.

3.

2.

1.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Spacing Table

See Fiber Roll manufacturer's recommendations.

Fiber rolls may be overlapped according to the fiber roll rather than under it.

roll to ensure storm water is forced to flow through

Tamp soil backfill against upstream side of fiber continuous contact with trench bottom and sides.

parallel to the contour. Place fiber rolls in

For fiber rolls on bare soil, construct trenches of fiber roll.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least

Stake fiber rolls at each end.

1" Ø wood stakes. Space stakes 4' o.c. max.

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

20' section of fiber roll, do not allow the fiber

Install fiber rolls along slope contours. For any prior to installation.

Repair all rills or gullies and properly compact flared end section

Culvert inlet with

2" min.

Trench

AT CULVERT INLET

FIBER ROLL

inlets fiber rolls around culvert

Install 3 - 9" Ø min. x 10'

See Note 3

See Note 3

Flow

12" min.

Fill slope

C le a r in g

L im it

S lo

S ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

Trench 2" min.

uphill side of fiber roll

Place excavated material on

E3

Flow

NO SCALE

1V:4H or flatter

1V:4H to 1V:3H

1V:3H to 1V:2H

Slope Gradient

1V:2H or steeper

Stagger joints (typ.)

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fiber roll

Install fiber rolls along contour

SLOPE LAYOUT

FIBER ROLL

uphill side of fiber roll

Place excavated material on gaps. See Note 6.

Tie ends if necessary to eliminate

Abut fiber roll ends tightly together.

FIBER ROLL JOINT DETAIL

Tightly abut joints (typ.)

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

CHECK DAM

6"

6''

(ft)

12" (min.)

12" (min.)

E4

157-A

Adjust check dam spacing based on site-specific conditions.

Install check dams in ditches perpendicular to the flowline.

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

3.

2.

1.

RIPRAP CHECK DAM

NO SCALE

CROSS SECTION

V-DITCH

Class 1 riprap

Class 1 riprap

(See Note 7)

CHECK DAM SPACING

RIPRAP

CROSS SECTION

FLAT-BOTTOM DITCH

SPACING (max.)

CHECK DAM

GRADE

DITCH

6%>

5%

4%

3%

2%

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts E S p l1

A .d

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

AND FURROW DITCH

EMBANKMENT BENCHING

F1

204-A

NOTE:

2.

1.

m in

8' ±

Existing ground

FURROW DITCH

EMBANKMENT BENCHING

6' bench height (typ.)

Top of subgrade bench height.

meet 12' minimum bench width and 6' typical

Bench into existing slope as necessary to

1V:3H or flatter.

Benching is not required for ground sloped at

12' (min.)

See Note 2

Proposed em bankm ent slope

Existing ground

Height varies pattern benching

Typical

Proposed cut slope the Typical Section sheet

Slope rounding as shown on

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts F s p l2

A .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

DETAIL APPROVED FOR USE

G1

C

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

H

D

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id t h

D

4D

PLAN VIEW

or flatter

Sloped 1V:2H will not be measured for payment.

3. Excavation for placement of riprap

Subsection 714.01(a).

2. Furnish geotextile conforming to slopes of less than 10%.

1. Use for aprons serving culverts with

D

D D

Flowline

D

D D

(min.)

(min.)

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts G C .d

FEDERAL LANDS HIGHWAY OFFICE

STANDARD

U.S. CUSTOMARY STANDARD

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

261-A

TYPICAL SECTION

RSS DRAINAGE DETAIL

NO SCALE

SOIL SLOPE (RSS)

REINFORCED

REINFORCEMENT PLACEMENT DETAIL

G2

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

S lo p e f a ce

V :H

Finished ground

Embankment construction

See RSS Drainage Detail (this sheet) sheet) placement detail this

(See reinforcement

Geotextile wrapped face

(See table this sheet) reinforcement

Geogrid

(See table this sheet)

(L) Length of reinforcement

S lo p e h e ig h t

Existing ground

Proposed roadway surface

2.

lo p e f a c e

V :H

(L) Length of reinforcement (min.)

m a x

.5 ty overlap

4' min.

overlap

4' min.

(wrapped face) geotextile, Class 1, Type C

Separation-Stabilization 2% min.

6" max.

10"

2"

12"

Geogrid reinforcement

S lo p e f a ce

Granular backfill

Slope to the drain

24"

12"

4" diameter perforated collector pipe

Geocomposite sheet drain

See note 11

Class 1, Type C

Separation-Stabilization geotextile, in the direction of flow as appropriate).

Drain to outboard side of road (skew

4" diameter non-perforated outlet pipe.

embankment benching

See Special 204-A for control product, type 4

Place rolled erosion

See table this sheet

(geogrid reinforcement)

Type III

Reinforcement Geosynthetic, 1.5' max.

704.03(b)

Material

Backfill

Backfill Material 704.03(b) marker. Place post within 12" of the end of the pipe.

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

Geosynthetic, Type III (geogrid reinforcement).

Embankment Construction and 20720-0300, Reinforcement

Pay for Reinforced Soil Slope using pay items 20420-0000, pipes will not be measured seperately for payment.

Geotextile, Geocomposite sheet drain, granular backfill, and drainage reinforced soil slopes.

Refer to Section 261 for more information on constructing

Use granular backfill conforming to Subsection 703.03(a).

fittings conforming to Subsection 708.05(d).

Subsection 714.02. Furnish collector pipe, outlet pipe, and

Furnish geocomposite sheet drain meeting the requirements of coupling bands or as directed by CO.

Subsection 605.03. Secure the screen in place with standard

Cover the end of the outlet pipe with a screen according to spacing. Stagger outlet pipes between rows.

Outlet geocomposite drainage at low points at 50' max for a 5' wide strip) according to Subsection 605.05.

spacing X to achieve a 25%-35% coverage (example: X = 11.5'

Place geocomposite sheet drains in 3' minimum wide strips with to the far edge of subgrade of the roadway.

Extend top 3 layers of primary reinforcement from the face of slope

Face of slope may be adjusted by the CO to suit field conditions.

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts G s p A .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

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.

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

STATE PROJECT

NUMBER

SHEET

T1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Bucks Lake Road

CA FLAP PLU CR411(1)

CA

U

C

A p lu c r R o a d w a y C

A D

D S h e e ts T S td

.d g n

P

M

J u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

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

602-2

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"

STATE PROJECT

NUMBER

SHEET

T2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Bucks Lake Road

CA FLAP PLU CR411(1)

CA

U

C

A p lu c r R o a d w a y C

A D

D S h e e ts T S td

.d g n

J u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

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"

STATE PROJECT

NUMBER

SHEET

T3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Bucks Lake Road

CA FLAP PLU CR411(1)

CA

U

C

A p lu c r R o a d w a y C

A D

D S h e e ts T S td

.d g n

J u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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.)

DRAFT: 10/2007

REVISED: 4/1994 6/2005

602-4

METAL END SECTIONS

" bolts8 3spacing for " bolts8

3spacing for

35" x 24" thru 66" x 51" pipe arch

For 30" thru 60" round pipe and

17" x 13" thru 28" x 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

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

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN x RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")

" rivets or bolts. Fabricate end section 8 3joined by

On end section center panels for 66" and larger

0.135 inch aluminum.

and equivalent pipe arch from 0.138 inch steel or center panels for 60" and larger diameter pipe

" angle4 1" x 2

1" x 22 1equivalent pipe arch provide 2

60" and larger diameter pipe and 66" and larger

" stiffener 4 1" x 2

1" x 22 1equivalent pipe arch with 2

(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

" 2

12" (max.) hole m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3flared end section with at 6" centers (max.) or equivalent

T4

8.

7.

6.

5.

3.

2.

1.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

OR OUTLET END OF CONCRETE PIPE

CONNECTION TO METAL PIPE

DESIGN C

PIPE INLET END

CONNECTION TO CONCRETE

DESIGN B

CORRUGATED METAL PIPE

CONNECTION TO ANNULAR

DESIGN A

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er edge

Reinforced

Pay Limit

Pipe Culvert 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

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

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

SLOPE

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

SLOPE

H H

NOTE:

NO SCALE

A

A

Fabricate multiple piece bodies with lap seams tightly acceptable type for the pipe culvert specified.

pipe culvert sizes. Coupling bands may be any

Design C may be used in lieu of design A for all metal match the inside diameter of the concrete pipe culvert.

Fabricate the diameter of the end section of Design B to allow for manufacturer's standards.

Variations in design and dimensions are permitted to

Supplement the reinforced edges of end sections for panel seam.

reinforcement bolted or riveted under the center flared end sections.

Warp embankment slopes to match the slope of the body. Use toe plate extension where shown on the plans.

extensions from the same metal thickness as the panel

Fabricate connector section, corner plate and toe plate angles attached with bolts or rivets.

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts T S td

.d

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

ELEVATION

RAIL ELEMENT SPLICE DETAIL

2" 2"

ELEVATION

PLAN

c) b) a)

RAIL ELEMENT

SECTION THRU

SECTION A-A

TYPICAL STEEL LINE

POST INSTALLATION

10°

GROUND LINE

OR SHOULDER

SURFACING

Connect the over lapped end of the rail elements with are to be used at each rail splice connection.

The ends of the rail elements are to be overlapped in the direction of traffic (see details).

Where end cap is to be attached to the end of a rail element, a total of 4 of the above described splice bolts and nuts are to be used.

6'-3"

ABOUT

SYMMETRICAL

5/8" DIA. X 1-3/8" button head oval shoulder splice bolts

NOTCHED WOOD BLOCK OR NOTCHED

RAIL ELEMENTS SPLICED AT 12'-6" INTERVALS

inserted into the 29/32" x 1-1/8" slots and bolted together

S E

E

AND NOTCHED WOOD OR NOTCHED RECYCLED PLASTIC BLOCKS

POST

RAIL SPLICE

RAIL SPLICE

0.108" NOMINAL

TOP OF RAIL

BUTTON HEAD BOLT

TO POST AND BLOCK

TO CONNECT RAIL

ELEMENT TO WOOD BLOCK AND

STEEL POST WITH BOLT ON TRAFFIC

APPROACH SIDE OF POST WEB.

NO WASHER ON RAIL FACE FOR

TOP OF RAIL

BOLTED CONNECTION TO LINE POST

UNDER RAILING,

W6 x 8.5 OR W6 x 9

MIDWEST GUARDRAIL SYSTEM WITH STEEL POSTS

DIRECTION OF TRAFFIC

LAP RAIL ELEMENTS IN

6'-3"

SLOT PATTERN IN

• ƒ" x 2•" BOLT

RAIL ELEMENT

SLOT PATTERN IN

SLOT PATTERN IN

POST

POST

A

6" x 12" x 1'-2"

STEEL POST, 6'-0" LENGTH

T5

STANDARD RAILING SECTION

MIDWEST GUARDRAIL SYSTEM

Adapted from Caltrans plan A77L2

2"

3"

"4

NO SCALE

placed front and rear

Reflective sheeting

Notched face of block faces steel post.

3.

10.

NOTES:

see Revised Standard Plan RSP A77M1.

For details of standard hardware used to construct MGS, construct MGS, see Revised Standard Plan RSP A77N2.

For details of steel posts and notched wood blocks used to except as otherwise noted.

MGS post spacing to be 6'-3" center to center, A77R Series of Standard Plans.

For MGS typical layouts, see the A77P, A77Q and use 31" height terminal system end treatment.

If railing is connected to terminal system end treatment, Sheet 1 of 6

RSP A77S1.

For MGS end anchor details, see Revised Standard Plans and post. See "Section Thru Rail Element".

Slotted hole for bolted connection of rail element to block element. See "Section Thru Rail Element".

Slotted holes for splice bolts to overlap ends of rail post. Alternate reflector tab shapes are acceptable.

Install reflector tab between post bolt and rail, every fourth

REFLECTOR TAB

10.

C 3/4" X 2-1/2" BOLTL

LC

LC LC

C 3/4" X 2-1/2" BOLTL

RAIL ELEMENT LENGTH = 13'- 6-1/2"

3-1/4"

3-3/16"

1/16" TOLERANCE

1-1/16"

R=15/16"

1-17/32"

R=15/16"

LC

LC

RAIL SPLICE ANDLC

SLOT FOR 5/8" DIA.

1'- 1/2"

4-1/4"

4-1/4"

1-3/4"

3/4" x 2-1/2" SLOT

29/32" x 1-1/8" SLOTS toward rail element. A total of 8 bolts and nuts with 5/8" DIA. recessed hex nuts. Recess of hex nut points

WITH Hex NUT. ATTACH RAIL

5/8" DIA. BUTTON HEAD BOLT

6.

9.

SEE NOTE 8

SEE NOTE 9

SEE NOTE 9

SEE NOTE 8

SEE NOTE 9

N O

T E

PLASTIC BLOCK, SEE NOTES 2 AND 7

SURFACING UNDER RAIL ELEMENT,

GROUND LINE OR SHOULDER

617-A

11.

11.

FHWA Eligibility letter B-243-A.

Use non-blocked MGS with steel posts throughout project per

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts T s p A r s p a l2 .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

T6

Adapted from Caltrans plan A77M1

Sheet 2 of 6

ELEVATION

TAPER

2"

PLAN

(TYPE A)

END CAP

L

2"

10"

** For nested rail applications.

18"

20"

** 19"

22"

ABOUT

SYMMETRICAL

CL

6'-3"

2" Typ

ELEMENT SECTION

SAME SHAPE AS RAIL

NOMINAL THICKNESS

0.108"

1'-0"

1'-0"

9"

SEE NOTE 1

TYPICAL RAIL ELEMENT

26"

36"

4" Min THREAD LENGTH

2" Min THREAD LENGTH

4" Min THREAD LENGTH

4" Min THREAD LENGTH

4" Min THREAD LENGTH

4" Min THREAD LENGTH

4" Min THREAD LENGTH

4" Min THREAD LENGTH

FULL THREAD LENGTH

FULL THREAD LENGTH

THREAD LENGTH

BUTTON HEAD BOLT

STANDARD HARDWARE

MIDWEST GUARDRAIL SYSTEM

of rail element.

Slotted holes for splice bolts to overlap ends

13'- 6-1/2"

3'- 1-1/2" 3'- 1-1/2"

1'- 1/4"

SLOT Typ

3/4" X 2-1/2"

Typ

4-1/4"

Typ

4-1/4"

5/8" DIA. RECESS NUT 5/8" DIA. BUTTON HEAD BOLT

BOTH SIDES

DEEP RECESS ONE OR

15/16" DIA. X 1/16"

1-1/4" 5/8"

5/16"

7/32"

OR 1-7/16"

1-5/16"

15/16" [(+) 1/16" (-) 1/4"]

1-3/8"

** 2-3/4"

SLOTTED HOLES

1-1/4" X 2-1/4"

8-1/2"

SLOTTED HOLES, Typ

29/32" X 1-1/8"

617-A

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts T s p A r s p a

M .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

T7

Adapted from Caltrans plan A77N2

Sheet 3 of 6

STEEL POST

SIDE FRONT

TOP

CL

SIDE FRONT

TOP

NOTCHED WOOD BLOCK

STEEL POST

SIDE FRONT

TOP

SIDE FRONT

TOP

NOTCHED WOOD BLOCK

See Notes 2 and 3

6"

8"

W6 x 15

See Note 4

SEE NOTE 1

S

O

T

SEE NOTE 1

W6 x 9 OR W6 x 8.5

8" x 12"

12"

12"

6" x 12"

See Note 5 See Notes 2 and 3

SIDE FRONT

TOP

NOTCHED WOOD BLOCK

8"

6"

6" x 8"

SIDE FRONT

TOP

NOTCHED WOOD BLOCK

8" x 8"

8"

8"

BLOCK DETAILS

STEEL POST AND WOOD

MIDWEST GUARDRAIL SYSTEM

All holes in steel post shall be 13/16" Dia maximum.

Dimensions shown for wood block are nominal.

Notched face of block faces steel post.

shield fixed objects.

strengthened line post sections of MGS are warranted to line post sections of MGS on narrow roadways and where

This post and 8" x 12" block combination to be used for

1-1/8"

1-1/8"

1-3/4"

7/8" 4-1/4" 7/8"

BOLT HOLE

3/4" +/- 1/16"

7/8" 4-1/4" 7/8"

BOLT HOLE

3/4" +/- 1/16"

1-3/4"

7/8" 6-1/4" 7/8"

BOLT HOLE

3/4" +/- 1/16"

7/8" 6-1/4" 7/8"

BOLT HOLE

3/4" +/- 1/16"

2-3/4" 2-3/4"

CL

1-1/8"

1-1/8" installation.

6'-0" length posts to be used for typical roadway guard railing.

Only for use with metal beam guard railing.

Only for use with metal beam

617-A

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts T s p A r s p a

N .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

T8

Adapted from Caltrans plan A77P1

Sheet 4 of 6

W/16

W/16 W/4

W/4

TYPICAL PARABOLIC LAYOUT

Y

PARABOLIC FLARE OFFSETS

ES

POINT

HINGE

ES

POINT

HINGE Min

10'-0"

OFFSET LINE OF TRAVELED WAY

EDGE OF PAVED SHOULDER OR

•L

•L

L/4

LÄ

WXÄ

Y=

TYPICAL FLARE OFFSETS

6'-3" 6'-3" 6'-3" 6'-3"

6'-3" 6'-3" 6'-3" 6'-3"

6'-3" 6'-3" 6'-3" 6'-3"

6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"

6'-3" POST SPACING

LENGTH OF FLARE

25'-0"

25'-0" PARABOLA

Min

10'-0"

Min

10'-0"

OF END POST

FRONT FACE

FLATTER SLOPE

10:1 OR

CENTER OF END POST

HINGE POINT 6:1 TAPER

FRONT FACE OF END POST

HINGE POINT

10:1 OR FLATTER SLOPE

6:1 TAPER

HINGE POINT

CENTER OF END POST

HINGE POINT

HINGE POINT

BEGIN 15:1 OR FLATTER FLARE

BEGIN PARABOLA

FOR 15:1 FLARE

1'-0" Max OFFSET

IN CUT SLOPE

BURY END OF RAIL

BASE LINE

BEGIN FLARE

BEGIN PARABOLA

3" OFFSET

END PARABOLA

BASE LINE

1'-0" OFFSET

FOR 1 FOOT Max END OFFSET

OFFSET LINE OF EDGE OF TRAVELED WAY)

BASE LINE (EDGE OF PAVED SHOULDER OR

L = LENGTH OF FLARE

X = DISTANCE ALONG BASE LINE

W = MAXIMUM OFFSET

Y = OFFSET FROM BASE LINE

T y p

ES

M i n

M i n

M i n

M i n

T y p

M i n

T y p

X

HINGE POINT OFFSET DETAILS

LINE POST EMBEDMENT AND

MIDWEST GUARDRAIL SYSTEM

Revised Standard Plan RSP A77T2.

For details of the buried post end anchor used with Type MGS-BAT Layout, see should be a length equal to multiples of 12'-6".

MGS within the 15:1 or flatter flare is based on site conditions and the paved shoulder or offset line of edge of the traveled way. The length of

The 15:1 or flatter flare used with buried end anchors is based on the edge of spacing) may be advisable.

of additional MGS (length equal to multiples of 12'-6" with 6'-3" post

Dependent on site conditions (embankment height and side slope), construction

Project Plans.

The type of 31" terminal system end treatment to be used will be shown on the will not accommodate a flared end treatment.

31" in-line terminal system end treatments are used where site conditions where applicable and when specified.

be used for 6" x 8" x 6'-0" wood post with 6" x 12" x 1'-2" wood blocks with 6" x 12" x 1'-2" notched wood blocks or recycled plastic blocks may

6" x 12" x 1'-2" wood blocks. W6 x 8.5 or W6 x 9 steel posts, 6'-0" in length, Except as noted, line posts are 6" x 8" x 6'-0" wood with otherwise noted.

MGS post spacing to be 6'-3" center to center, except as

Plans RSP A77L2, RSP A77M1 and RSP A77N2.

Line post, blocks and hardware to be used are shown on Revised Standard

6.

TERMINAL SECTION

TYPE MGS TANGENT

TERMINAL SECTION

TYPE MGS FLARED

TERMINAL SECTION

TYPE MGS-BAT

3/4" OFFSET

6-3/4" OFFSET

SEE NOTES 4 AND 5

CALTRANS APPROVED 31" IN-LINE TERMINAL SYSTEM END TREATMENT

at traffic approach end of railing)

(Embankment MGS installation with 31" in-line end treatment

(TYPE SFT)

END ANCHOR ASSEMBLY

(TYPE SFT)

END ANCHOR ASSEMBLY

(TYPE SFT)

END ANCHOR ASSEMBLY

SEE NOTE 6

SEE NOTE 6

SEE NOTE 5

CALTRANS APPROVED 31" FLARED TERMINAL SYSTEM END TREATMENT

NOTE 6

SEE

at traffic approach end of railing)

(Embankment MGS installation with 31" flared end treatment at traffic approach end of railing)

(Embankment MGS installation with buried end anchor treatment

SEE NOTE 7

15:1 OR FLATTER FLARE,

ANCHOR, SEE NOTE 8

BURIED POST END

617-A

STATE PROJECT

P

M N C

A p lu c r R o a d w a y C

A D

D S h e e ts T s p A r s p a P .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

CA

T9

Adapted from Caltrans plan A77S1

Sheet 5 of 6

CABLE CONNECTION

END PLATE

4"

PLAN

END PLATE

CONNECTION

CABLE

SOIL PLATE (WOOD POST SHOWN)

LINE POST

ELEVATION

A

A

RAIL

TOP OF

END ANCHOR

6"

1'-4" 1'-0"

6'-3"

PAVEMENT OR

GROUND LINE

SOIL PLATE

SECTION A-A

LINE

OR GROUND

PAVEMENT

WOOD POST

TOP OF

WOOD POST

ATTACH STEEL SOIL PLATE

TO STEEL FOUNDATION TUBE

HEAD BOLTS WITH Hex NUTS

(13/16" DIA, HOLES IN PLATE AND

IN TWO SIDES OF THE TUBE

DETAIL "A"

SEE DETAIL "A"

5/8" DIA, x 9-1/2" Hex HEAD

WITH 5/8" DIA, x 7-1/2" Hex

5‚"

ASSEMBLY (TYPE SFT)

MGS PAY LIMITEND ANCHOR ASSEMBLY (TYPE SFT) PAY LIMIT

RAIL ELEMENT

END ANCHOR ASSEMBLY

MIDWEST GUARDRAIL SYSTEM

P 8" x 8" x 5/8"L 1-1/8" DIA, HOLE

7-1/4" 7-1/4" x 5-1/4" x 3'- 6-5/8"

BOLTED CONNECTION TO POST

END. NO WASHER ON RAIL FACE FOR

Hex NUT AND WASHER ON THREADED

5/8" DIA, BUTTON HEAD BOLT WITH

3/4" +/- 1/16" HOLE IN

HEAD BOLT ATTACHMENT

WOOD POST FOR 5/8" DIA, Hex

PLATE, 18" x 24"

SOIL PLATE 1/4" THICK STEEL

TO ACCOMMODATE Hex BOLT)

SEE NOTE 1

TUBE TS 8 x 6 x 3/16

4'-6" STEEL FOUNDATION

5/8" DIA, Hex HEAD BOLTS

BOLT WITH Hex NUT AND WASHER

2-3/8" DIA, HOLE IN WOOD POST

2" DIA. Std Galv PIPE IN

3/4"…