Plans_-_OR_DOUGLAS_17(1)_-_Revised_041719.pdf

EDWARD S

HAMMONTREE

Digitally signed by EDWARD S

HAMMONTREE

Date: 2019.04.18 13:08:50 -07'00'

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

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

DI

T

NO SCALE

- no symbol -wall face

N

P

M

M a r c h

S h e e t

A .0 c p w w o r k d A S h e e ts .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 DOUGLAS 17(1) OR

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

NOTE:

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

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

N. Umpqua Hwy

N . U m pqua H w y

Bu ck ho rn R d

North Bank Rd

Ro ck C re ek R d

Cavitt Creek Rd

N

Little River

Seneca Jones Access Rd

Scale in miles

0 1 2 3

Scale in feet

500 10000

Scale in feet

500 10000

Little River

Little River Rd

Little River Rd

Little River Rd

MP 26

MP 24

m il e s

C it y o f R o se b u rg

5 miles

City of Roseburg

BLM Road 22

Cool Water Camp Rd

Emile Creek

A.3

STATE PROJECT

NUMBER

SHEET

S h e e t

A .0 c p w w o r k d A S h e e ts .d g n

OR DOUGLAS 17(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

Long. 122°52'43"W

Lat. 43°14'0"N

Cool Water Stockpile Area

Long. 122°54'11"W

Lat. 43°14'54"N

Turnout for decking merchantable timber.

Long. 122°54'20"W

Lat. 43°15'0"N

Project Area

Glide, Oregon

MP 11.5

MP 3

MP 17

Peel, Oregon

Long. 123°9'6"W

Lat. 43°18'14"N

Oregon Department of Transportation stockpile site

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

500 10000.000 20292.946 104.455 Spike

501 10000.000 20000.000 100.000 Spike

502 10409.513 19504.949 91.244 PK Nail

503 10450.632 18937.696 89.437 Spike

504 10402.982 18439.197 90.100 Spike

505 10176.184 18041.897 85.140 PK Nail

506 10356.848 17670.983 140.213 Brass Cap

507 10911.737 18687.759 438.770 Hub & Tack

508 10806.078 19350.982 408.714 Hub & Tack

509 10826.070 19623.527 387.881 Hub & Tack

510 11027.327 20177.044 323.165 Hub & Tack

511 10389.786 21029.092 177.986 Hub & Tack

512 10109.897 20607.322 105.862 PK Nail

600 12101.370 21480.416 350.082 Brass Cap

708 10431.797 19007.830 284.697 PK Nail

900 10185.929 19758.132 290.367 PK Nail

901 10442.224 19252.326 284.556 PK Nail

PROJECT : Little River Road DATE OF FIELD WORK : Multiple Entries

PROJECT UNITS : International Foot COORDINATE SYSTEM : Assumed VERTICAL DATUM : Assumed

PROJECT COORDINATES

C

M yF ile s\

Pr oj ec ts

\O re go n\ lit tle

_r iv er _s lid e\ as su m ed

_c on tr ol

\C on tr ol

S he et \P

W

Li tt le _R iv er

_R oa d_ C on tr ol

S he et

-A pr

-2

:5

D ou gl as

C ou nt y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.4

SHEET

NUMBER

DOUGLAS 17(1)OR

SURVEY CONTROL

Sheet and Description

SECTION C SECTION E SECTION F SECTION G SECTION H SECTION I

TYPICAL

SECTIONS

EROSION

CONTROL

ROCKFALL

RISK

REDUCTION

SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 500 50 550

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,030 70 1,100

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0180 20301-2400 REMOVAL OF SIGN (PANEL AND POST) EACH 3 3

A0200 20302-1200 REMOVAL OF GUARDRAIL LNFT 450 450

A0220 20305-3000 REMOVAL OF BOULDER (ROCKFALL DEBRIS) CUYD 2,500 2,500 Contract Quantity

A0240 26001-0000 ROCK BOLT (40 KIP DESIGN LOAD) LNFT 3,320 3,320

A0260 26001-0000 ROCK BOLT (80 KIP DESIGN LOAD) LNFT 2,735 2,735

A0280 26002-0000 ROCK DOWEL (40 KIP DESIGN LOAD) LNFT 1,735 1,735

A0300 30302-2000 SHOULDER RECONDITIONING LNFT 1,900 100 2,000

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (3-INCH DEPTH PLACED IN ONE LIFT) TON 390 10 400

A0340 41202-0000 TACK COAT (GRADE CSS-1, CSS-1H, SS-1, SS-1H) GAL 240 5 245

A0360 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH SQYD 2,375 50 2,425

A0380 61001-0000 HORIZONTAL DRAIN PIPE (UNLINED) LNFT 3,000 3,000

A0400 61701-1400 GUARDRAIL SYSTEM G4, TYPE 2, CLASS B WOOD POSTS LNFT 450 450

A0420 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 1,630 1,630

A0440 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (YELLOW) LNFT 2,750 150 2,900

A0460 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE) LNFT 2,750 150 2,900

A0480 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM All ALL

A0500 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

A0520 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

A0540 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 1,210 40 1,250

A0560 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS (WHITE STOP LINE) LNFT 54 6 60

A0580 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL LNFT 2,730 170 2,900

A0600 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 98 98

A0620 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 198 198

A0640 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 2,400 2,400

A0660 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH SQYD 4,190 4,190

A0680 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH (HIGH TENSILE STRENGTH) SQYD 2,395 2,395

A0700 65301-0000 MIDSLOPE ROCKFALL ATTENUATOR SQYD 3,300 3,300

A0720 65602-0000 TEMPORARY ROADWAY ROCKFALL PROTECTION LPSM All ALL

MileStone: FINAL Date Completed: 04/08/19 Report Date: 04/08/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

8-

A pr

-2

4:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y.

xl sm

]S he et

STATE PROJECT

B.1DOUGLAS 17(1)OR

SHEET

NUMBER

61+50 to 71+00

LITTLE RIVER ROAD

Match Match

AND QUANTITIES

TYPICAL SECTION

LITTLE RIVER ROAD

NOTE:

2. Tack coat estimated at 0.10 gal/sqyd per application.

1. Asphalt concrete pavement estimated at 1.94 tons/cuyd.

C.1

STATE PROJECT

NUMBER

SHEET

S h e e t

C .0 c p w w o r k d C S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y

: LC

Existing ground

Existing asphalt pavement, depth unknown

Asphalt concrete pavement, type 1 (3-inch depth placed in one lift)

Asphalt pavement milling, 3-inch depth

3' Shoulder 3' Shoulder

1' 1'

Profile grade

Guardrail system G4, type 2, class B wood posts

Shoulder reconditioning

Tack coat (grade CSS-1, CSS-1H, SS-1, SS-1H)

NO SCALE

10.5' 10.5'

Travel lane Travel lane

6 6

N

NOTE:

REMOVALS

LITTLE RIVER ROAD

Works Department at 1-541-440-4481. See Section 656.

before final acceptance. Coordinate with the Douglas County Public

Return the temporary rockfall barrier and existing concrete barrier 1.

40 8002040

Scale in feet

D.1

STATE PROJECT

NUMBER

SHEET

S h e e t

D .0 c p w w o r k d D S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y

64+13 to 68+74 RT

Removal of guardrail

61+80 to 71+00 LT

Removal of boulders (rockfall debris)

64+60 to 68+80 RT

Removal of boulders (rockfall debris)

Existing edge of pavement

Removal of sign (panel and post)

Removal of sign (panel and post)

Removal of sign (panel and post)

(protect in place)

Existing bin wall, galvanzied steel

(protect in place)

Existing overhead power utilities

Existing concrete barrier

Existing temporary rockfall barrier

61+50 to 71+00

Asphalt pavement milling, 3-inch depth

(protect in place)

Existing culvert

D

R= 409.26'

T= 184.20'

L= 346.17'

P C

.4

P T

.6 e= match existing

63+0061+00

62+00

N

71+0069+0067+0065+00

70+0068+0066+0064+00

72+00

40 8002040

Scale in feet

D.2

STATE PROJECT

NUMBER

SHEET

S h e e t

D .0 c p w w o r k d D S h e e ts .d g n

OR DOUGLAS 17(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Profile grade (match existing pavement)

PLAN AND PROFILE

LITTLE RIVER ROAD

E:18927.5586

N:10439.4184

ELEV: 285.12

61+50

Begin Construction

E:19778.9598

N:10180.5282

ELEV: 290.95

71+00

End Construction

Cool Water

Camp Rd

N

30 6001530

Scale in feet

0.75 mile sLittle Rive r Rd

D.3

STATE PROJECT

NUMBER

SHEET

S h e e t

D .0 c p w w o r k d D S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y

NOTE:

1. The CO will set stockpile location limits.

STOCKPILE AREA

COOL WATER

PLAN AND QUANTITIES

EROSION CONTROL

LITTLE RIVER ROAD

COOL WATER STOCKPILE AREA

Litt le R ive r R oad

Coo l Water

Camp Rd

An ita

Ln

NO SCALE

NOTE:

NO SCALE

ESCP

1. See Sheets E.2-3 for details.

N

N

40 8002040

Scale in feet

E.1

STATE PROJECT

NUMBER

SHEET

S h e e t

E .0 c p w w o r k d E S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y

Watering for dust control

"8 52'-9

3"

4"C

"2

"B2

3"

2"C

2"

2"C

14"

"8

3IN = 0

"8

5TH = 0

"8 1R = 1

BORDER

Refer to Section 107

ESCP Sign specific project information background. Adjust text to match

Black border and text on white

Place silt fence around the stockpile limits set by the CO.

Soil erosion control, silt fence

Exisitng top of cut

Place fiber roll along existing top of cut.

61+00 to 71+50 RT

Soil erosion control, fiber roll

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

NO SCALE

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

E .0 c p w w o r k d E S h e e ts .d g n

J a n u a r y

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(FT)

(FT)

FIBER ROLL

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

E .0 c p w w o r k d E S h e e ts .d g n

J a n u a r y

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll

D ire c tio n o f ru n o ff along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

SAFETY FEATURES

Notes:

1. See Sheet G.2 for details

N

40 8002040

Scale in feet

G.1

STATE PROJECT

NUMBER

SHEET

S h e e t

G .0 c p w w o r k d G S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y

64+13 to 68+74 RT

Guardrail system G4, type 2, class B wood posts

Removal of guardrail

L Thread Length

STANDARD APPROVED FOR USE 1/1994

DRAFT: 9/2017

REVISED: 4/1994 6/2005

WOOD POSTS

G4 W-BEAM GUARDRAIL

617-10

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

G .0 c p w w o r k d G S h e e ts .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

A

A

8 required, each end of rail SECTION A-A

CL

RAIL ELEVATION

W BEAM RAIL

about

Symmetrical

POST BOLT ASSEMBLY

spacing, center to center

Neutral axis slots

Splice bolt

Splice bolt slots

Post and block

GUARDRAIL BOLT AND RECESS NUT

recess both sides

POST AND BLOCK DETAIL

ARRANGEMENT

STANDARD HOLE

POST AND BLOCK DETAIL

ARRANGEMENT

ALTERNATE HOLE

GUARDRAIL MOUNT

FLEXIBLE GUIDE POST

TYPICAL GUARDRAIL CROSS SECTION

Lap in direction of traffic

1:10 or flatter slope groundline at face of rail

Edge of pavement of shown on Typical Section

Aggregate base or as

Variablefill slope and departure terminal sections

Widening required for approach

Subgrade shoulder.

steeper than fill slope

Variable slope but not

(See Note 4)

Top edge of reflective sheeting yellow to left of traffic)

(white to right of traffic, Reflective sheeting

Hinge line of foreslope

5.

4.

3.

2.

1.

STANDARD POST SECTION

POST SPACING

on each side of block glavanized nail

Toe nail with one 16d

Post length stamp

W beam rail

10°

Thickness

Sheet nut by more extend beyond

Thread not to on terminal sections

All posts except those guardrail bolt at face of rail as applicable

Edge of pavement or ground line including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be centerline of post; or fasten as specified by the manufacturer.

Install delineator every fourth post. Fasten delineator to post arrangement is specified.

See Special Contract Requirements when the alternative hole are specified.

When encountering impenetrable material, see a b o v e t r a v e le d w a y e d g e

L ty p

6'-0"

6'-0"

" plain round washer.4

" recess nut8

"2 1than

" x 18"8

" splice bolt slot.8 1" x 132

" post bolt slot at 6'-3"2 1" x 24

" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

" RECESS NUT8

" deep16 11" dia. x

" guardrail splice 4 1" x 18

" lag screws with washers, along8 3using two 2" x

"32

" dia. hole4

8"

"32

"16

Post spacing 6'-3"

" x 18" guardrail post bolt8 t o e d g e

" deep4 1" high and 2

" dia. holes (typ.)4

2" "4 14"4

14 8"

"4

"16 1"16

See Special Contract Requirements when 7 foot or longer posts

Standards 617-13 or 617-24.

See Note 2

2'-0" (typ.)

"8

(typ.)

8"

(t yp

6"

S e e N o te ty p

(t yp

6"

(typ.)

8"

"5

"16

NOTE:

"32

"16

"16 11"4

" R16

"32

Traffic bolts and nuts (8 per splice) o r g r o u n d l in e o f p a v e m e n t future overlays to accommodate raising guardrail

Upper 2 holes for ty p

" R16

QUANTITIES

TEMPORARY TRAFFIC CONTROL

H.1

STATE PROJECT

NUMBER

SHEET

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y

Work space a tc h li n e

M a tc h li n e

M a tc h li n e

M at ch lin e, N

N

N

50 10002550

Scale in feet

50 10002550

Scale in feet

50 10002550

Scale in feet

Notes:

1. See Sheets H.4-7 for details

G20-2

G20-2

WORK PERIODS

SINGLE LANE CLOSURE PLAN

TEMPORARY TRAFFIC CONTROL

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

ROAD WORK

END

MPH

ONE LANE

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

AHEAD

MPH

W20-7

W20-7

W13-1P

W20-4

W20-1

W13-1P

W20-4 W20-1

H.2

STATE PROJECT

NUMBER

SHEET

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y concrete barrier

Temporary traffic control, Temporary traffic control, drum concrete barrier

Temporary traffic control, pavement

Existing edge of

Existing guardrail drum

Temporary traffic control, Existing edge of pavement concrete barrier

Temporary traffic control, concrete barrier

Temporary traffic control, Existing double solid yellow centerline

Existing edge of pavement

Existing double solid yellow centerline drum

Temporary traffic control, Existing double solid yellow centerline

9'

1'

9'

1'

Existing white edge lines

Existing white edge lines

Existing white edge lines pavement markings (white stop line)

Temporary traffic control, pavement markings (white stop line)

Temporary traffic control, Work space

STOP

HERE ON

RED

ONE LANE

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

AHEAD

MPH

STOP

HERE ON

RED

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

ROAD WORK

END

MPH

M a tc h li n e

M a tc h li n e

M a tc h li n e

M at ch lin e, N

N

N

50 10002550

Scale in feet

50 10002550

Scale in feet

50 10002550

Scale in feet

Notes:

1. See Sheets H.4-7 for details

W20-1

Type B warning light

W20-1

Type B warning light

W13-1P

W20-4

Type B warning light

W13-1P

W20-4

Type B warning light

W3-3

W3-3 R10-6

R10-6

G20-2

G20-2

NON-WORK PERIODS

SINGLE LANE CLOSURE PLAN

TEMPORARY TRAFFIC CONTROL

H.3

STATE PROJECT

NUMBER

SHEET

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n

OR DOUGLAS 17(1)

p r il

C h e c k e d b y

D e s ig n e d b y traffic signal system

Temporary traffic control, traffic signal system

Temporary traffic control, concrete barrier

Temporary traffic control, Temporary traffic control, drum concrete barrier

Temporary traffic control, pavement

Existing edge of

Existing guardrail drum

Temporary traffic control, 1'

9'

Existing edge of pavement pavement markings (white stop line)

Temporary traffic control, concrete barrier

Temporary traffic control, concrete barrier

Temporary traffic control, 1'

9'

Existing edge of pavement pavement markings (white stop line)

Temporary traffic control, drum

Temporary traffic control, pavement markings

Existing double solid yellow centerline pavement markings

Existing double solid yellow centerline pavement markings

Existing double solid yellow centerline

Existing white edge lines

Existing white edge lines

Existing white edge lines

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100SPACING IN FEET

NO SCALE

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-6

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

See Note 6

10' min.

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

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

NOTE:

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

STOP

HERE ON

RED

ROAD WORK

END

ROAD WORK

END STOP

HERE ON

RED

LENGTH

BUFFER SPACE

Expressway / Freeway xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2016

REVISED:

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

*Approach speed based on the regulatory posted speed, not the advisory speed.

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-9

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

(optional) light warning

Type B

See Note 5

STOP LINE

Channelizing devices

See Note 5

STOP LINE

See Note 2

Temporary traffic signal to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

See Note 2

Temporary traffic signal it has two signal faces that are at least 8 feet apart and meets the other

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

See Note 7

10' min.

40' - 180'

40' - 180'

(optional)

W1-4

(optional) (optional)

WORK SPACE

Traffic flow

Traffic flow

W3-3

R10-6

See Note 6

G20-2

See Note 6

G20-2

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

See Note 6

W20-1 W20-4

(optional)

W13-1P

R10-6

NOTE:

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

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

ADVANCE WARNING AREA (See Sign Spacing Table)

ABC

(See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA BUFFER SPACE TAPER AREA A

Device spacingSee Note 5 the buffer space.

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

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings.

Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02.

markers between the work space and the stop line. Add no-passing lines in

Section 3B.16. Remove existing conflicting pavement markings and raised

For paved roadway surfaces, install stop lines complying with MUTCD must be determined by a qualified engineer.

conditions as approved by the CO. If signals are moved, revised signal timing

Final location and spacing of signs and devices may be changed to fit field automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually or provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified

Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD.

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

(WITH TEMPORARY BARRIER)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-13

STATE PROJECT

NUMBER

SHEET

H.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

RATE

FLARE

BARRIER

CONCRETE

1:16

1:16

1:16

1:16

1:14

1:12

1:10

1:9

1:8

1:8

1:8

LENGTH

BUFFER SPACE

WIDTH

CLEAR ZONE

WORK ZONE

FEETSPACING IN FEETFEETMPH

*Approach speed based on the regulatory posted speed, not the advisory speed.

Traffic flow

Traffic flow

Install signs and other devices for single lane closure according to

6.

5.

4.

3.

2.

1.

NOTE:

barrier ends outside the work zone clear zone or protect the barrier ends

Place barrier according to the AASHTO Roadside Design Guide. Terminate devices may be changed to fit field conditions as approved by the CO.

to provide access to work space.

Reduce or eliminate drums and barrier in downstream taper if necessary the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in when access is not needed.

Place channelizing devices at downstream taper during non-work hours or

Section 156.

For project specific minimum width, refer to Special Contract Requirements, spacing

Device pavement markings

Remove conflicting

Channelizing devices

See Note 2

Temporary concrete barrier.

See Note 4

TAPER AREA (

(optional)

BUFFER SPACE

VARIABLE WORK SPACE

(See Length and Spacing Table)

(optional)

BUFFER SPACE

TAPER AREA

50' - 100')

(50' - 100') with a crash cushion. Include reflectors on barrier at 25' intervals.

Standard 635-6, 7, 8, or 9. Final location and spacing of signs and

See Note 3

10' min.

See Note 2

See Note 2

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

NO SCALE

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

1.5

1.5

1.5

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

STATE PROJECT

NUMBER

SHEET

H.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOUGLAS 17(1) OR

S h e e t

H .0 c p w w o r k d H S h e e ts .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f 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 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

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

6" x 6" or larger.

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

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 200' m in m in

6' - 12'

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

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

.0 "O u

<LI

.c u

.0 "O

<LI

C:

Cl "iii

<LI

Scale in feet

50 25 0 50 100

LEFT EDGE UNE

PAVEMENT MARKI NGS, TYPED,

SOLID (WHITE)

ITEM

20301-2400

63401-0700

63401-0700

Removal of sign (panel and post)

Pavement marking, type D, solid (white) Pavement marking, type D, solid (yellow) 59+50 to 73+25

YIELD

TD

ONCOMING

TRAFFIC

Removal of sign (panel and post)

PAVEMENT MARKINGS

59+50 to 73+25

LEFT CENTERUNE RIGHT CENTERUNE

PAVEMENT MARKINGS, TYPED, PAVEMENT MARKINGS, TYPED,

SOLID (YELLOW) SOLID (YELLOW)

PERMANENT TRAFFIC CONTROL QUANTITIES

DESCRIPTION

REM OVAL OF SIGN (PANEL AND P OST)

PAVEMENT MARKI NGS, TYPED, SOLID (YELLOW)

PAVEMENT MARKI NGS, TYPED, SOLID (WHITE)

RIGHT EDGE UNE

PAVEMENT MARKINGS, TYPE D,

SOLID (WHITE)

UNIT AMOUNT

EACH 3

LNFT 2,750

LNFT 2,750

Removal of sign (panel and post)

YIELD

TD

ONCOMING

TRAFFIC

Remain in place

NOTE:

STATE

OR

PROJECT

DOUGLAS 17(1)

SHEET

NUMBER

1.1

1. Apply permanent pavement markings per S heet I .1, and pr ovid e 50 foot transitions to existing pavement markings.

PERMANENT TRAFFIC CONTROL

OR DOUGLAS 17(1) I.2