Plans_Tiller_Trail.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material A

M

M a r c h

U

S C c m y fi le s p w p r o d u c ti o n d D e t.

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2DOUGLAS 1(1)OR

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

VICINITY MAP

SCALE IN MILES

0.5 .5 1

Mountain

Threehorn

Mi tc he ll

Cr ee k

NF-1616

NF-1616

N F -1

E lk C r e e k

BEGIN PROJECT

END PROJECT

DOUGLAS CO.

JACKSON CO.

DOUGLAS CO.

JACKSON CO.

200+40

OR DOUGLAS 1(1)

MP 40.20-40.41

TILLER TRAIL HIGHWAY

212+20

OR DOUGLAS 1(1)

MP 40.20-40.41

TILLER TRAIL HIGHWAY

34 Miles to Medford, OR

35 Miles to Canyonville, OR

A.3

STATE PROJECT

NUMBER

OR

OR DOUGLAS 1(1)

P

J u ly

I n t_ ft

D m y fi le s p w p r o d u c ti o n d o r a a c .d g n

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

Section C Section D Section E Section F Section G Section J Section K

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

A0140 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING LPSM ALL

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,000 30 1,030

A0180 15801-0000 WATERING FOR DUST CONTROL MGAL 100 100

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.34 0.06 0.40

A0220 20301-2300 REMOVAL OF SIGN/MARKER EACH 1 1

A0240 20401-0000 ROADWAY EXCAVATION CUYD 1,023 77 1,100

A0260 20402-0000 SUBEXCAVATION CUYD 2,289 161 2,450

A0280 20410-0000 SELECT BORROW CUYD 2,378 122 2,500

A0300 20702-0100 GEOTEXTILE FILTER, CLASS 1,

TYPE A SQYD 1,882 118 2,000

A0320 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C SQYD 3,813 187 4,000

A0340 20703-2000 GEOGRID, STABILIZATION SQYD 11,278 722 12,000

A0360 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 17 3 20

A0380 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,013 58 29 1,100

A0400 30302-1000 DITCH RECONDITIONING LNFT 245 15 260

A0420 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 506 29 15 550

A0440 41201-0000 TACK COAT TON 1.4 0.1 1.5

A0460 60201-1100 42-INCH PIPE CULVERT LNFT 80 80

A0480 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 420 30 450

A0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 24

A0520 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 24

A0540 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.5 CUBIC YARD

MINIMUM CAPACITY HOUR 24

-J an -2

8:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R D

O U

G

LA

S 1(

1) -F in al

Es tim at e.

xl sx

]S he et SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.1DOUGLAS 1(1)OR

Sheet and Description

Section C Section D Section E Section F Section G Section J Section K

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A0560 62301-0000 GENERAL LABOR HOUR 40

A0580 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.34 0.06 0.40

A0600 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.34 0.06 0.40

A0620 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.34 0.06 0.40

A0640 62901-1300 ROLLED EROSION CONTROL

PRODUCT, TYPE 5.B SQYD 305 30 335

A0660 63302-0000 SIGN SYSTEM SQFT 26 26

A0680 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID(YELLOW) LNFT 4,720 4,720

A0700 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID(WHITE) LNFT 4,720 4,720

A0720 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 100 100

A0740 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 2 2

A0760 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 285 15 300

A0780 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 123 37 160

A0800 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 560 560

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J an -2

8:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R D

O U

G

LA

S 1(

1) -F in al

Es tim at e.

xl sx

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.1DOUGLAS 1(1)OR

LC

Profile grade

3:1 3:1 elbairaV nworC %2 nworC %2

TILLER TRAIL HIGHWAY

FOOTNOTE:

NO SCALE

T y p

TYPICAL SECTIONS

QUANTITIES AND

TYPICAL SECTION

209+50 to 211+70

204+38 to 205+73

200+90 to 202+30

Traveled way Traveled way

Original ground Match ex.Match ex.

Varies 0' - 2'

Shoulder

Varies 0' - 2'

Shoulder

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt to cover safety edge

Pull aggregate base

30°

Tack coat (between pavement lifts)

Detail (typ.)

See Safety Edge

Detail (typ.)

See Safety Edge

11' 11'

TILLER TRAIL HIGHWAY

211+70 TO 212+20

205+73 TO 209+50

202+30 TO 204+38

200+40 TO 200+90

LC

elbairaV

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s

Existing base course

Mill pavement surface New asphalt

Tack coat

50'

212+20

200+40

Existing surface course 2

CONNECTION DETAIL

lifts. Tack between lifts placed in two equal

4" compacted depth pavement, type 1

Hot asphalt concrete

12" compacted depth

Roadway aggregate, method 2

Tack before placement

2" compacted depth.

pavement, type 1

Hot asphalt concrete [1]

[2]

[2

[2]

3:1 3:1 shldr.shldr.

2'

Traveled way

11'

Traveled way

11'

2'

[2]

[2]

[1] [1]

Vertical saw cut

C.1

STATE PROJECT

S e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a c a .d

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

Variable

S lo p e s ta k e

D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'-0' 5'-0"

0.25 D

Existing ground

10'-0'

C le a r in g l im it

0.25 D

Slope stake

Existing ground

5'-0" 5'-0"

B = 10'-0' distance proportionally.

height dimension and reduce the front slope rounding

For cut heights less than "B" reduce "B" to the cut

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated on

[3]

[1]

ROUNDING DETAIL

CUT SLOPE

[3]

QUANTITIES

TABULATION OF PLAN

D.1

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 d a .d

C h e c k e d b y

D e s ig n e d b y

[1]

FOOTNOTE:

Stationing includes transitions. See Sheet I.2.

[1]

0 3

D

R= 250.00'

T= 46.36'

L= 91.67'

D

R= 600.00'

T= 20.67'

L= 41.31'

D

R= 250.00'

T= 27.60'

L= 54.98'

R= 250.00'

T= 31.92'

L= 63.50' D

R= 500.00'

T= 89.17'

L= 176.48'

CP

CP

CP

CP

CP

CP

CP

CP

CP

CP

500 CP

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

Existing ground

BEGIN PROJECT

END PROJECT

200+40.00

OR DOUGLAS 1(1)

D

Deep Patch Deep Patch Deep Patch

201+10 202+10 204+63 205+48 209+95 211+45

El=3199.63

E=20280.08

N=11029.19

212+20

OR DOUGLAS 1(1)

El=3258.95

E=19955.83

N=9916.13 Deep Patch

LEGEND:

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Existing ROW

Existing ROW for Underdrain

Install outlet for Underdrain

Install Outlet

N

Remove sign culvert and headwall

Do not disturb existing for Underdrain

Install outlet for Underdrain

Install outlet

Place riprap at outlet

Install 42" CMP

Remove existing 36" CMP

210+93

See Sheet E.1 Construct approach road

1,070

CUYD

EXC.

CUYD

EMB.

3195 3230

3200 3235

3205 3240

3210 3245

3215 3250

3220 3255

3225 3260

3230 3265

3235 3270

D.2

STATE PROJECT

DOUGLAS 1(1)

S e p te m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a fb .d

C h e c k e d b y

D e s ig n e d b y

200+00 202+50 205+00 207+50 210+00 212+50 214+00

Sprint Locate: (800) 521-0579

Mike Conley, Field EngineerContact:

(541) 543-3771 (cell)

(541) 942-7410 (office)Phone:

Cottage Grove, OR 97424

78696 Bryson Sears RoadAddress:

FIBER OPTIC CABLE: Sprint Nextel

UTILITY CONTACT:

Profile grade

Profile grade

(No stockpiling)

Staging Area

Proposed ROW

Proposed ROW

P O

T

.0

P C

.7

P T

.0

P C

.9

P T

.6

P C

.6

P T

.5

P C

.6

P C

C

.1

P T

.6

U P

W A R N I N G B U R I E D

U T I L I T Y

,1

.0

,2

.2

,2

.2

100' VC

K = 43

SSD = 515'

,2

.6

,2

.2

,2

.8

100' VC

K = 71

SSD = 820'

,2

.4

,2

.0

,2

.2

100' VC

K = 21

SSD = 279'

,2

.5

,2

.0

NO SCALE APPROACH ROAD

QUANTITIES AND

APPROACH ROADSTATION REMARKS

APPROACH ROAD SUMMARY

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

(ft)

R

(ft)

R

(ft)

W 1 2

E d g e o f s h o u ld e r

E n d p a v e m e n t

E d g e o f tr a v e le d w a y

L

Asphalt concrete pavement

Aggregate base

TYPICAL SECTION

W ditch Main line ditch Main line

1:6 min.1:6 min

206+47 Rt. 50 50 28 20 20

NOTE:

APPROACH ROAD

206+47

10% unless indicated on the plan.

Minor approach grade beyond landing is not to exceed beyond the right of way or construction easement line.

Secure written permission from landowner for work and from the main road.

traffic hazards, and afford entry and exit of traffic to

Construct approaches to fit local conditions, minimize

3.

2.

1.

R1

R2

1:3 1:3

E.1

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a e a .d

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

SECTION A-A

A

A

6" compacted depth Roadway aggregate, method 2

3" compacted depth pavement, type 1 Hot asphalt concrete variesvaries

FOOTNOTE:

[1] Match existing roadway superelevation.

[1][1]

BEGIN PROJECT

N N

200+40

OR DOUGLAS 1(1)

El=3199.63

E=20280.08

N=11029.19

212+20

OR DOUGLAS 1(1)

El=3258.95

E=19955.83

N=9916.13

END PROJECT

NO SCALE

QUANTITIES AND PLANS

EROSION CONTROL

LEGEND:

Fiber roll

Plastic fence

F.1

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a d b .d

W it u c k i

C h e c k e d b y

D e s ig n e d b y

Area of disturbance

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

157-5

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

Bury plastic liner 6" deep

2'2'2' 2'

STATE PROJECT

NUMBER

SHEET

F.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

u g u s t

U m y fi le s p w p r o d u c ti o n d S td .1

.d g n

DOUGLAS 1(1) OR

NOTE:

NO SCALE

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

embankment

Roadway embankment

Roadway

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits with plastic liner or riprap

Temporary diversion channel when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

5.

4.

3.

2.

1.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

using one of the methods listed in Subsection 204.11(a).

temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with

When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and diameter, riprap class, channel dimensions and quantities.

See Erosion Control Section for temporary culvert

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5" u g u s t

U m y fi le s p w p r o d u c ti o n d o r d c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.3DOUGLAS 1(1)OR

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

Spacing Slope

STAKES REQUIRED

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s

10.4 x 16 25101 -0300

60201 -1100

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :3

H

B

EV

EL

S

1V :3

H

REMARKS

See below for numbered notes

FEET CUYD CUYD LNFT Lt Rt

210+93 9 187 17 80 9 GS X X 1

PROJECT TOTAL 187 17 80

Allowable Pipe Material

FOOTNOTE: A Aluminum

1. Remove culverts as directed by the CO. AS Aluminized steel

C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 or

-2 ea .x ls x]

Sh ee t

-A ug

-2

8:

A

M A

S

W it uc ki 4/

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

DOUGLAS 1(1)OR

METAL PIPE CULVERT

602-1

3" x 1" CORRUGATIONS

INCHES INCHES

INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

5" x 1" CORRUGATIONS

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

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

3" x 1" CORRUGATIONS 3" x 1" CORRUGATIONS5" x 1" CORRUGATIONS

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

METAL THICKNESS (INCH/GAGE)

METAL THICKNESS (INCH/GAGE)METAL THICKNESS (INCH/GAGE)

INCHES INCHES INCHES INCHES INCHES INCHESINCHES

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

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

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

3.5

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

3.5 analysis by the CO.

Fill heights exceeding 100 feet require special

INCHES

" CORRUGATIONS2

1" x 3

22" CORRUGATIONS2

1" x 3

" CORRUGATIONS2

1" x 3

22 " CORRUGATIONS2

1" x 3

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DOUGLAS 1(1)OR

STATE

G.2

PROJECT

o r e b .d g n

U

S C u s to m a r y

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

NOTE:

METAL ROUND PIPE CULVERT

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

STEEL ALUMINUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

DIAMETER

SIZE

PIPE

COVER

MINIMUM

METAL PIPE ARCH 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

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

pavement.

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

Measure minimum cover from the top of the corrugation pipe.

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

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

The fill heights in the table are for helical

4.

3.

2.

1.

gradient.

amount of camber or increase the pipe culvert elevation of the inlet invert, reduce the 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

SPAN x RISE

SIZE

PIPE ARCH

SPAN x RISE

SIZE

PIPE ARCH

COUPLING BAND

METAL PIPE CULVERT

602-2

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

INCHES INCHES INCHES

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

10.5

10.5

10.5

10.5

10.5

10.5

10.5

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

" for 18" round culvert (21" x 15" pipe arch) or less8 diameter of bolt:

0.052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following thicknesses thinner than the thickness of the pipe to be connected, and no thinner than as the connecting pipe. Provide coupling bands not more than 3 nominal sheet

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal rerolled with 3" x 1" pipe corrugations.

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

2ends rerolled with 2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe

Use annular corrugated bands with pipes having annular corrugations or with helical pipe steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

" corrugations on rerolled pipe ends.2 1" x 3

2sizes apply to 2

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated

42" diameter to 42" diameter, required above

Second angle connection optional

42" diameter to 42" diameter, required above

Second angle connection optional

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DOUGLAS 1(1)OR

STATE

G.3

PROJECT

o r e c .d g n

U

S C u s to m a r y

COUPLING BANDS FOR METAL PIPE CULVERT

Band Band

SLEEVE JOINT

Stab type joint

Smoother sleeve with center stop.

SMOOTH SLEEVE BAND FLAT BAND

W

SIDE VIEW

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W W

SIDE VIEW SIDE VIEW

Band Angle

Oval Lug

Bar & Strap

Wedge and Strap

Wedge

Integral Flange

STANDARD BAND CONNECTIONS

Bolts

Angle

END VIEW

ANNULAR BAND

Bolts

Angle

END VIEW

HELICAL BAND

strap connector

Bolt, bar and

Pipe

Band

END VIEW

SEMI-CORRUGATED BAND

NOTE:

Band Bolts Band Bolts

W

4 5 underdrain 6 2.

1.

Section 26 may be used.

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

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

Watertight pipe joints are not required unless the dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to

Use helical corrugated bands with pipes having helically corrugated ends.

PipePipe

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

Rivet, spot weld, or of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

DIAMETER

ROUND PIPE

18" ±

18"± 18" ± not exceeding 6" compacted depth.

Embankment material placed in layers

2'-0" ±

1'-0" ±

PIPE CULVERT BEDDING

METAL AND PLASTIC

602-3 minimum

1'-0"

(min.)

6"

(min.)

6" trench excavations

Reduce to 18" for *

24"

36" whichever is less

OR

Half diameter or span

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48"

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.)1 or 36" (max.) for embankment installations excavation in trench

18" (min.)

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

"/foot of cover,2

6" in uncompacted depth.

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material

Or lean concrete backfill in accordance with Section 614.

Soil classification: A-1, A-2-4, A-2-5, or A-3

"2 1 Plastic Pipe: Maximum particle size: 1

Soil classification: A-1, A-2, or A-3

Metal Pipe: Maximum particle size = 3" exceeding 6" compacted depth meeting the following:

Compacted backfill material placed in layers not

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DOUGLAS 1(1)OR

STATE

G.4

PROJECT

o r e d .d g n

U

S C u s to m a r y

Roadway embankment

Roadway embankment

ABOVE NATURAL GROUND

Roadway embankment

Natural ground

ON NATURAL GROUND

Roadway embankment

Natural ground

NATURAL GROUND

ABOVE AND BELOW

Bedding material (uncompacted)

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

Roadway excavation

ON UNSTABLE MATERIAL

Natural ground

Roadway embankment

ON UNYIELDING MATERIAL

Roadway embankment

Natural ground

H * H *

PIPE BEDDING

BEDDING DEPTH

PIPE SIZE (H) DEPTH

NOTE:

MULTIPLE PIPE INSTALLATION

MINIMUM SPACING

SPACING

or Span

Diameter

Toe plate

ELEVATION

or Span

Diameter

Toe plate

SECTION A-A

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

PIPING PLUG

H

A

A Width

(see table)

Minimum spacing 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

2.

1.

H H

Piping plug

H H

H H

Finished subgrade

Bedding

Natural ground

Finished subgrade

Bedding

Finished subgrade

Bedding treatment

Culvert end Bedding before trench excavation embankment height

Finished subgrade or

Original natural ground surface fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Finished subgrade depth table

See bedding section Metal end

Pipe culvert

Embankment slope

High water elevation

H H

H

H

H H

H

H

H H or SPAN

DIAMETER

Metal end section

Finished subgrade

2'

(min.)

NO SCALE

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

m in

S p a n

D ia o r

L m in

D m in

H

D it c h B o tt o m

W id th

D

D

D D

NOTE:

Original ground ground

Original

Flowline ditch slope existing

Match or flatter Sloped 1V:2H

4D

D

(inches)

SIZE

CULVERT

CLASS

RIPRAP

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

CULVERT OUTLET DETAILS

PLACED RIPRAP AT

G.5

STATE PROJECT

o r e e .d g n

U

S I n t2

D

M M Y

Y Y h e c k e d b y

S

W it u c k i

D r a w n b y measured for payment.

Excavation and geotextile for placement of riprap will not be

Use for aprons serving culverts with slopes of less than 10%.

2.

1.

16.5

2.5

2.5

1.5

1.5

1.5

41.5

32.5

16.9

12.3

5.4

3.4

1.8

AND ESTIMATED QUANTITIES

PROTECTIVE APRON DIMENSIONS

PROTECTIVE APRON AT CULVERT OUTLET

A

A

BB

SECTION A-A SECTION B-B

Separation stabilization geotextile, class 1, type c geotextile, class 1, type c Separation stablilization

1.5

I.1

STATE PROJECT

o f0 ib .d g n

U

S I n t2

W it u c k i e c k e d b

M o r e h o u e s ig n e d b y

DEEP PATCH DETAILS

Do not over-excavate

.7

1.5 g e o g r id l a y e r s

V e r ti c a l s p a c in g

.5

NO SCALE

1.5

LCLC

LC

pavement structure details See typical sections for g e o g r id l a y e r s

V e r ti c a l s p a c in g

Select borrow

Stabilization geogrid cross slope to drain

Excavation

Stabilization geogrid

Stabilization geogrid class 1, type C Geotextile non-woven, class 1, type A

Geotextile non-woven, class 1, type C non-woven, Geotextile class 1, type C non-woven, Geotextile

.5 class 1, type C non-woven, Geotextile

1.5

Do not over-excavate

LC

Stabilization geogrid class 1, type C Geotextile non-woven, Geotextile non-woven, class 1, type C

1.5 layers to field conditions

Adjust embankment g e o g r id l a y e r s

V e r ti c a l s p a c in g

See Sheet I.3 Outlet drain pipe

See Sheet I.3 Outlet drain pipe

See Sheet I.3 Outlet drain pipe

See Sheet I.3 Outlet drain pipe control product, type 5B

Rolled erosion control product, type 5B

Rolled erosion product, type 5B

Rolled erosion control product, type 5B

Rolled erosion control class 1, type C

Geotextile non-woven, See Sheet I.3 Underdrain System b e tw e e n g e o g r id l a y e r s

V e r ti c a l s p a c in g

See Sheet I.3 Underdrain SystemSee Sheet I.3

Underdrain System

See Sheet I.3 Underdrain System connect to previous underdrain

Install underdrain system and beyond toe of slope control product 2 feet

Extend rolled erosion beyond toe of slope control product 2 feet Extend rolled erosion beyond toe of slope control product 2 feet

Extend rolled erosion beyond toe of slope control product 2 feet Extend rolled erosion

FOOTNOTE:

pavement structure details

See typical sections for

.nim %2

SITE 1

DEEP PATCH

201+10 to 202+10

209+95 to 210+40 pavement structure details

See typical sections for

210+40 to 211+45

SITE 3B

DEEP PATCH

SITE 2

DEEP PATCH

204+63 to 205+48

See Sheet I.2 for Detail A See Sheet I.2 for Detail B

See Sheet I.2 for Detail A

.nim %2

Select borrow

Select borrow

SITE 3

DEEP PATCH

pavement structure details

See typical sections for

.nim %2

See Sheet I.2 for Detail A

Select borrow

[1]

[2]

[1][2]

[2]

[2]

[2]

[1]

[1]

Outslope to drain.

Daylight outlet drain pipe through fill in embankment sections.

Do not exceed 9-inch vertical spacing between geogrid layers.

DEEP PATCH DETAILS

STATE PROJECT

W it u c k i e c k e d b

M o r e h o u s ig n e d b y

I.2

4' Geogrid embedment

18"

2" (typ.)

erosion control product

18" - Embedment, rolled

4' Min. embedment

9"

NO SCALE

9" (typ.)

18"

4' Geogrid embedment

2" (typ.)

Geotextile non-woven, class 1, type A

Geotextile non-woven, class 1, type A

Geotextile non-woven, class 1, type A

Geotextile non-woven, class 1, type C

Geotextile non-woven, class 1, type A

Geotextile non-woven, class 1, type C

Geotextile non-woven, class 1, type A

1V:5H

Geotextile non-woven, class 1, type C

Taper

Top of subgrade

Do not exceed 9-inch vertical spacing between geogrid layers.

TRANSITION DETAIL

DEEP PATCH

B E

G I N E

N D D

E E P P

A T

C H

Geotextile non-woven, class 1, type A

[1]

[1]

[1]

2 - feet over each geogrid layer non-woven, class 1, type C

Lap back geotextile, 2' (typ.) 2' (typ.)

DETAIL A

product, type 5B

Rolled erosion control

Stabilization geogrid

DETAIL B

Stabilization geogrid

Select borrow

Select borrow

LEFT AND RIGHT-SIDE FACING

Stabilization geogrid

FOOTNOTE:

beyond toe of slope control product 2 feet

Extend rolled erosion

FOOTNOTE:

Distance to be determined in field, or as directed by CO.[1]

[1]

[1]

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

J.1

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a n a .d g n

S

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b

SIGNS IN FEET

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

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

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

J.2

PROJECT

DOUGLAS 1(1)OR

p r il

U m y fi le s p w p r o d u c ti o n d o r a n b .d g n xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT

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.

NOTE:

NO SCALE

A

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

ROAD WORK

END

WORK

AHEAD

ROAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

ROAD NAME

ROAD NAME

See Note 10

W20-1

See Note 10

W20-1

G20-2

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

CO

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

Pr oj ec t L im its

Expressway / Freeway 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 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.

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH FEET

635-5

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

J.3

PROJECT

DOUGLAS 1(1)OR

J u ly

U m y fi le s p w p r o d u c ti o n d o r a n c .d g n

Traffic flow

Traffic flow the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the Contractor on the pilot car.

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

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

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

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

Spacing Table)

(See Length and

LENGTH AND SPACING TABLE

SPEED*

APPROACH

6.

5.

4.

3.

2.

1.

ADVANCE WARNING AREA (See Sign Spacing Table)

Spacing Table)

(See Length and WORK SPACE

ROAD WORK

END

See Note 4

G20-2

See Note 4

W20-1 W3-4

(optional)

W16-2P

W20-7a

BE

PREPARED

TO STOP

ROAD

WORK

AHEAD

A

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway posted speed, not the advisory speed.

Approach speed based on the regulatory *

NOTE:

NO SCALE

Flagger location

Flagger location

TERMINATION AREAVARIABLEBUFFER SPACEABC

xxx

FEET

BUFFER SPACE

(optional)

LENGTH

BUFFER SPACE

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-6

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50' - 100' (optional)50' - 100'

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

See Note 6

10' min.

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

J.4

PROJECT

DOUGLAS 1(1)OR

p r il

U m y fi le s p w p r o d u c ti o n d o r a n d .d g n

ROAD

WORK

AHEAD AHEAD

ONE LANE

ROAD

ROAD WORK

END

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7aW20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

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

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

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

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

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

NOTE:

NO SCALE

BUFFER SPACE

Flagger location Channelizing devices

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

Flagger location

MPH

XX xxx

FEET

LENGTH

BUFFER SPACE

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

Device spacing

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

obstructed, use 7' minimum mounting height for main sign

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2011

REVISED:

635-14

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

200' m in m in

6' - 12'

" dia. bolts per 4 1Attach sign panels with a minimum of 2 -minimum lateral offset of 1' behind the face of the curb lateral offset of 2' may be used. In urban areas, a

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48" p r il

U m y fi le s p w p r o d u c ti o n d o r a n e .d g n

STATE PROJECT

NUMBER

SHEET

J.5OR DOUGLAS 1(1)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

NO SCALE

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

Post

See table for hole size parallel to sign face.

Field drill holes through post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

D

See post detail (typ.)

Break-away holes.

S e e N o te

S e e N o te

In rural areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

field conditions.

H1 and H2 = Overall post length. Select post lengths to fit post.

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

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

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

CL

Long side of post

D

90°

93°

In pedestrian locations, or in areas where the view is may be used.

NOTE:

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

K.1

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a n a .d

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y applications according to Section 634.

1. Permanent pavement marking quantities shown reflect two

BEGIN PROJECT

MARKING PLAN

SIGNING AND PAVEMENT

N N

200+40

OR DOUGLAS 1(1)

El=3199.63

E=20280.08

N=11029.19

212+20

OR DOUGLAS 1(1)

El=3258.95

E=19955.83

N=9916.13

END PROJECT

W 1-4R

W 1-4R

LEGEND:

MPH

MPH

NO SCALE

W 13-1P

W 13-1P

K.2

STATE PROJECT

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a n b .d

W it u c k i

C h e c k e d b y

D e s ig n e d b y

Sign system

WOOD POSTS

INSTALLATION

PERMANENT SIGN

NOTE:

NO SCALE

E d g e o f tr a v e le d w a y of traveled way

Elevation at edge

LC E

d g e o f s h o u ld e r

Rural Districts

Location

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r of traveled way

Elevation at edge

E d g e o f s h o u ld e r of traveled way

Elevation at edge

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r of traveled way

Elevation at edge

E d g e o f tr a v e le d w a y exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

5.

4.

3.

2.

1.

a secondary sign mounted below another sign.

Residence Districts

Business or

See table for hole size post, parallel to sign face.

Field drill holes through

SINGLE POST SIGNS TWO POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

Backfill material

Backfill material

Same post size

Long side of post

Bottom of sign

(See Post Selection table)

Notch depth (where required) post

Finish ground line single post installations of post. Omit notch for

Saw cut notch full width W

V

.5

Y

Z ty p

D

H

W

.5

Y

Z ty p

D

V Y

H

H

0.2X 0.2X0.6X

Same post size

Backfill material

V Y

W ty p

D

.5

Y Z

0.125X0.25X0.25X0.25X0.125X

H

H

H

H

0.15X0.35X0.35X0.15X ty p

Z

.5

Y

W

V Y

H

H

H

Same post size

Backfill material of a rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions overall dimensions of the signs.

- Single sign, or back to back signs: X and Y are the

For the purpose of post selection X and Y are as follows:

the longest post.

Z is the height from ground line to mid-height of sign at soil conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average lengths to fit field conditions.

indicate overall post length. Select post 4 thru H1H outside the clear zone.

or if the post is vulnerable to being struck when placed all around (typ.)

3" minimum maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

all around (typ.)

3" minimum than 6" x 8" when located within the clear zone

Traffic barrier protection is required for all posts larger

" lock nut16

" oversized washer16

" bolt16

" outside dia.)4 1(1 oversized washer

" nonmetallic16

" bolt thru the post8

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

Product of X-Y-Z in CUFT

2 ft

6 ft 7 ft

7 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to all around (typ.)

3" minimum all around (typ.)

3" minimum

18 ft (max.)

X=10 ft (min.) to

K.3

STATE PROJECT

A p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a n c .d

C h e c k e d b y

D e s ig n e d b y

200'

Local tangent

SIGN INSTALLATION ANGLE

90°

93°

10'30'10'30'10'

2' to 6'

REVISED: 10/2012

W634-2

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2007

PAVEMENT MARKINGS

LINEAR

2' m a x m in

4" dotted white line

4" solid white edge

4" solid double

4" dotted white

Locate 12" wide stop line to

4" solid white edge line

4" broken yellow centerline

A p r il

U m y fi le s p w p r o d u c ti o n d o r a n d .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

K.4DOUGLAS 1(1)OR

NOTE:

NO SCALE

s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L

L when specified in plans o u ld e r

L a n e

T r a v e l

L a n e

T r a v l o u ld e r required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines

3.

2.

1.

markings when specified

Approach road pavement

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

L w break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans w w w

CL

CL

L a n e

L a