OR_36_PSE_2-15-2017_SSr1_Part1.pdf

PDF 12 MB Posted Apr 3, 2017

Attached to: OR DOT 36(1), OR 36 Florence-Eugene Highway to Greenleaf Creek
Solicitation number: DTFH7017B00013
Issued by: Department of Transportation Federal Highway Administration

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Plans Part 1

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File	Type	Posted
BidSum_Florence.pdf	PDF	May 4, 2017
OR_36_PSE_2-15-2017_SSr1_Part2.pdf	PDF	Apr 3, 2017
IFB_Florence-Eugene.pdf	PDF	Apr 3, 2017
Plan_Request_form_Florence_Eugene.pdf	PDF	Apr 3, 2017
PROJECT_DESCRIPTION.pdf	PDF	Feb 13, 2017

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/s/ Dan Donovan 03/02/2017

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.

EQ or eq.

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)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

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

thd.

TBM

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.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NOTE:

NO SCALE

Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

Property Line w/Found Property Corner

16 Section Corner (Found, Projected)

16 Section Line

4 Section Corner (Found, Projected)

4 Section Line

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

∆c Ø θs total central angle curve central angle diameter spiral central angle abutment average daily traffic ahead approach abut.

ADT

appr.

back bench mark balance point bridge bearing

br.

brg.

cc or c. to c.

clr.

CMP

col.

conc.

conn.

constr. jt.

cont.

ctrs.

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

M.L.

M.P.

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM = steam, T = telephone, TV = CATV, W = water

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, UP = transformer or junction box, WF = water fountain

Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)

- no symbol -

EXISTING PROPOSED

Top of Cut

Toe of Fill

Transition wall face

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

STATE PROJECT

NUMBER

C h e c k e d b y

D e s ig n e d b y

F e b

M o r a b .d g n

S C

OR DOT 36(1)

J .B r a s h e r

K .L a n g

Siu sla w Riv er

Deadwood Creek

Bridge Creek

Turner Creek

BEGIN PROJECT

END PROJECT

Scale in miles

1 .5 0 2 31

Triangle Lake

VICINITY MAP

A.3 m ile s to F lo re nc e, O

MP 21.38

1226+00

MP 0.01

100+25 m ile s to J un ct io n

Ci ty , O

Mapleton e c k e d b y

D e s ig n e d b y

F e b

M o r a c .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

Mercer Lake

T16S R7W

T16S R9W

T16S R8W

T16S R10WT16S R11W

T17S R11W

T17S R7W

T17S R10W

T17S R9W

T17S R8W

T18S R11W

T18S R7W

T18S R9W

T18S R8W T18S R10W

Siuslaw National Forest

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan and Plan Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL Place in locations where the creek is within 5 feet

LNFT 200 of the road as directed by the CO.

A0120 20301-0700 REMOVAL OF DELINEATOR EACH 456 44 500

A0140 20301-2400 REMOVAL OF SIGN EACH 78 12 90

A0160 20301-3700 REMOVAL OF TERMINAL SECTION EACH 5 1 6

A0180 20302-1200 REMOVAL OF GUARDRAIL (RAIL ONLY) LNFT 125 25 150

A0200 40702-0300 CHIP SEAL, TYPE 1C SQYD 272,196 12,804 285,000

A0220 40711-0000 EMULSIFIED ASPHALT (GRADE CRS-2P) TON 488 22 510

A0240 40712-0000 BLOTTER TON 20 20

A0260 41401-3000 CRACKS, CLEANING AND FILLING LNFT 100 As directed by the CO.

A0280 41402-2000 CRACKS, CLEANING AND SEALING MILE 5.3 1.2 6.5

A0300 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 2,226 424 2,650

A0320 61702-0000 TERMINAL SECTION EACH 5 5 10

A0340 61704-1000 REPLACEMENT POST, STEEL EACH 5 5

A0360 61704-4000 REPLACEMENT BLOCKOUT EACH 5 5

A0380 61705-0100 REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2,

CLASS A LNFT 125 25 150

A0400 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0420 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 20 20

A0440 62301-0000 GENERAL LABOR HOUR 40 40

A0460 63301-0000 SIGN SYSTEM EACH 50 50

A0480 63306-1700 POST, WOOD, 4-INCH X 4-INCH EACH 5 2 7

A0500 63306-1900 POST, WOOD, 6-INCH X 6-INCH EACH 2 3 5

A0520 63308-3000 OBJECT MARKER, TYPE 3 EACH 26 26

A0540 63309-0000 DELINEATOR EACH 456 44 500

A0560 63314-0000 RUMBLE STRIP MILE 21.4 21.4

A0580 63316-1000 REMOVE AND RESET SIGN EACH 5 1 6

A0600 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 378,100 21,900 400,000

A0620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 448,690 31,310 480,000

A0640 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 36,200 1,800 38,000

A0660 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 3 3

A0680 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW EACH 1 1

A0700 63405-0800 PAVEMENT MARKINGS, TYPE B, RAILROAD SYMBOL EACH 2 2

A0720 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 30 250

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

9- M ar -2

Tr an sp or ta tio n\ W

_O R

A \T

O -0

R \R oa dw ay \C

A D

D _S he et s\ _T ab s\

[E st im at e-

O R .x ls x]

S he et

STATE PROJECT

B.1DOT 36 (1)OR

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan and Plan Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0740 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 727 73 800

A0760 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 39.2 10.8 50.0 Match existing striping.

A0780 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 345 20 365

A0800 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 45 5 50

A0820 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 930 70 1,000

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

9- M ar -2

Tr an sp or ta tio n\ W

_O R

A \T

O -0

R \R oa dw ay \C

A D

D _S he et s\ _T ab s\

[E st im at e-

O R .x ls x]

S he et

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2DOT 36 (1)OR

C.1

SURFACING QUANTITIES

TABULATION OF

e c k e d b y

D e s ig n e d b y

F e b

M o r c a .d g n

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a onstruction LimitsC

Varies

CHIP SEAL

TYPICAL SECTION

NOTE:

TYPICAL SECTIONS

C.2

Varies

Match Existing

Ground

Existing

Var ies

L im it s

C o n s tr u c ti o n

Chip seal, Type 1C

Existing asphalt surface

10'-11' Existing10'-11' Existing

0-1' Existing shoulder 0-1' Existing shoulder

100+25 TO 1224+50

Match Existing

Traveled Lane Traveled Lane

(Grade CRS - 2P)

Emulsified Asphalt is complete.

Apply pavement markings after chip seal and grind rumble strips prior to chip seal.

4. Patch surface, clean, seal and fill cracks, Subsection 152.05 (m).

3. Measure existing roadway widths as per during all surface treatment operations.

railways, guardrail, and concrete barriers

2. Protect bridge, concrete curb & gutter, of asphalt surface treatment.

1. Refer to C.1 for width and extent e c k e d b y

D e s ig n e d b y

F e b

M o r c b .d g n

D e fa u lt

OR DOT 36(1)

J .B r a s h

K .L a

" to 1"4

NO SCALE

1" and greater

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

CRACK SEALING

CRACK FILLING

flush with the existing surface

Ensure all remaining overband isStrike off material to flush

414.06(a) and 712.01(a)(1) crack sealant. See Subsections

Seal crack with hot applied adhesion to existing surface.

4. Force crack repair material into cracks to ensure the CO.

3. Seal and fill cracks at locations designated by by routing or other methods approved by the CO.

2. Remove existing sealant from cracks to be filled cracks.

recommendations for sealing and filling to Section 414. Follow manufacturer's

1. Prepare cracks for sealing and filling according

C.3

Cracks, cleaning and sealing Cracks, cleaning and filling used with CO approval.

and 403. Hot applied mastic material may be existing surface. See Subsections 414.06(b)

Fill crack with asphalt concrete mix flush with e c k e d b y

D e s ig n e d b y

F e b

M o r c c .d g n

C r a c k S e a li n g

OR DOT 36(1)

J .B r a s h

K .L a

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

Pay Limits to a depth of 4" base and subgrade material

Remove damaged pavement, V a r ie s pavement

Existing base course

Existing

Fog seal

NO SCALE

C.4

Fog seal surface according to Section 406.06

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

PAVEMENT PATCHING

ASPHALT CONCRETE

included in the pay item. See section 418.

All items shown within the pay limits are

4" compacted depth

Asphalt concrete pavement, Type 2

Tack coat to Subsection 412.04. Tack coat around the perimeter of the patch.

Clean existing surface prior to applying tack coat according e c k e d b y

D e s ig n e d b y

F e b

M o r c d .d g n

F le x P a v e m e n t

F u ll D e p th P a tc h

OR DOT 36(1)

J .B r a s h

K .L a

D.1

ROADWAY QUANTITIES

TABULATION OF

[2]

[1]

FOOTNOTE:

be replaced as directed by the CO.

Station range includes the entire run of guardrail. Exact locations to

Replace terminal section to match existing flared or tangent section.

[2]

[1] replace or disturb MP signs in these locations.

MP identified in plans are for reference only. Do not

Image source: Blue Marble and its data partners.

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

PLAN AND PLAN NOTE:

e c k e d b y

D e s ig n e d b y

F e b

M o r fa

.d g n

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a

0 1

D.2126

SPEED

ASTE

SPEED

DOES NOT STOP

TRAFFIC FROM LEFT

STOP

THE

ROAD

FLORENCE 14

EUGENE 45

VENETA 33

TRIANGLE LAKE 26

SWISSHOME 8

BEGIN PROJECT

treatment

Begin Chip Seal, Type 1C

100+25

Patch, Type 2 (Lane Width)

Asphalt Concrete Pavement

100+50 to 102+00, RT match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, O R

OR DOT 36(1)

Do not disturb

W4-4

Do not disturb

R1-1

Do not disturb

Custom D1-1

Do not disturb

Custom

Do not disturb

W11-1

Do not disturb

W16-1

Replace

OR2-1

Replace

M1-5

Replace

M3-2

Replace

OR2-1

Do not disturb

W11-8

Replace

W3-1

Rumble strip

Replace posts (2)

Reset

D1-1

E 4037909.74

N 879527.01

MP 0.01

100+25

Replace

Special

Do no disturb

M1-5

100+25 TO 124+50

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

e c k e d b y

D e s ig n e d b y

F e b

M o r fa .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

MILE

D.3

STOP

SPEED

MPH

SPEED

ZONE

SPEED

END

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Removal of Terminal Section

138+00, RT

Terminal Section

138+00, RTDo not disturb

W11-8

Replace Custom Sign

Do not disturb

W1-4L

Do not disturb

W13-1

Replace

OR2-6A

Replace

OR2-1

Replace

OW3-5

Rumble strip

Replace

R1-1

Replace

R1-1

Replace

D3-1

124+50 TO 154+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fb .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.4

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Do not disturb

W1-4L

Do not disturb

W13-1

Rumble strip

154+50 TO 184+75

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fc .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.5

BOAT RAMP

1/4 MILE

Park

County

Lane

Park

County

Lane

FEE AREA

FARNHAM

Park

County

Lane

FEE AREA

FARNHAM

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, ONE WAY

Replace

R6-1R

STOP

Replace

R1-1

ONE WAY

Replace

R6-1L

Do not disturb

R5-1

Do not disturb

Custom

Do not disturb

Custom

Do not disturb

Custom

Rumble strip

184+75 TO 214+50

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

DO NOT

ENTER

e c k e d b y

D e s ig n e d b y

F e b

M o r fd .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

MILE

0 2

D.6

BOAT RAMP

1/4 MILE

Park

County

Lane match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Do not disturb

Custom

214+50 TO 244+25

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fe .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

MILE

D.7

STOP

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, TRAIL

PIONEER

TRAIL

PIONEER

Do not disturb

Custom

Replace

OM-3R-36

Do not disturb

Custom

Replace

OM-3L-36

Replace

OM-3L-36

Replace

OM-3R-36

Replace

R6-4

Replace

R1-1

Do not disturb

W10-3

Rumble strip

Replace

R1-1

Replace

D3-1 (2)

Replace

OD-411A

244+75 TO 273+75

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r ff .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

0 2

D.8 match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Patch, Type 2 (lane width)

Asphalt Concrete Pavement

286+00 to 286+60, LT

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

274+00 to 275+00, LT

PRIVATE DR

BRICKER LN

PRIVATE DR

BRICKER LN

Replace

OM-3R-36Replace

OM-3L-36

Do not disturb

W10-3

Do not disturb

Custom

Do not disturb

Custom

Replace

OM-3R-36

Replace

OM-3L-36

Replace

OD-411A

Rumble strip

273+75 TO 304+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fg .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

0 3

MILE

D.9 match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Patch, Type 2 (lane width)

Asphalt Concrete Pavement

307+00 to 307+20, LT Patch, Type 2 (lane width)

Asphalt Concrete Pavement

313+00 to 313+20, LT

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

322+00 to 322+20, LT

Rumble strip

304+50 TO 332+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fh .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

0 3

D.10

STOP

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Removal of Guardrail (Rail only) (25.0 LF)

343+00 to 350+00, RT

(Rail Only)(25.0 LF)

Type 2, Class A, Steel Posts

Guardrail System G4, 343+00 to 350+00, RT

(Rail Only)(25.0 LF)

Removal of Guardrail

346+00 to 347+00, LT

(Rail Only)(25.0 LF)

Type 2, Class A, Steel Posts

Guardrail System G4, 346+00 to 347+00, LT

Replace

W3-1-36

Replace

R1-1

Replace

W2-2

Replace

W2-2

Replace

D1-3

Replace

D1-3

Rumble strip

332+50 TO 362+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fi .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

MILE

D.11

SPEED

TIDE

BOAT RAMP

1/4 MILE

Park

County

Lane match existing Pavement markings, Type B, match existing Pavement markings, Type B, Patch, Type 2 (Lane width) Asphalt Concrete Pavement 369+00 to 369+10, RT

Do not disturb

OW3-5

Do not disturb

Custom

Do not replace Custom

Rumble strip

362+50 TO 393+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fj .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

0 4

D.12

SPEED

Park

County

Lane

WAYSIDE

TIDE

Park

County

Lane

WAYSIDE

TIDE

JCT.1/4 MILE

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Patch, Type 2 (Full Width)

Asphalt Concrete Pavement

394+50 to 396+75, Park

County

Lane

BOAT RAMP

Do not disturb

Custom

Do not disturb

OR2-1

Replace

OR2-1

Replace

OR2-1

Replace

OR2-1

Rumble strip

Do not replace

Custom

Do not replace

Custom

Replace

Special

393+00 TO 422+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fk .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.13

SPEED

MPH

R R

MPH

R R

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Removal of Terminal Section

436+00, RT

Terminal Section

436+00, RT

Patch, Type 2 (Full Width)

Asphalt Concrete Pavement

436+00 to 437+50

Do not disturb

W13-1

Do not disturb

W1-4R

Replace

W10-1

Do not disturb

OW3-5

Do not disturb

W1-2L

Do not disturb

W13-1

Do not disturb

W10-1

Do not disturb

W1-4R

Do not disturb

W13-1

Do not disturb

W1-4L

Do not disturb

W13-1

Rumble strip

NOTE:

Do not chip seal railroad. See Subsection 108.01.1.

FOOTNOTE:

[1] Final limits to be determined by the CO in the field.

[1]

HIGHWAY

FLORENCE-EUGENE

RESUME WORK

436+70

HIGHWAY

FLORENCE-EUGENE

SUSPEND WORK

436+35

MPH

Do not disturb

W1-3R

Do not disturb

W13-1

422+00 TO 452+00

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

MPH

Do not disturb

W1-2R

Do not disturb

W13-1 e c k e d b y

D e s ig n e d b y

F e b

M o r fl .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.14

MPH

STOP

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, (Rail Only)(12.5 LF)

Type 2, Class A, Steel Posts

Guardrail System G4, 454+00 to 456+00, RT

(12.5 LF)

Removal of Guardrail (Rail Only)

454+00 to 456+00, RT

Replace

W8-14

Do not disturb

W13-1

Do not disturb

W1-3L

Replace

R1-1

Rumble strip

Replace

D3-1

Replace

D3-1

452+00 TO 483+00

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

Do not disturb

W1-8

Do not disturb

W1-8

Do not disturb

W1-8

Do not disturb

W1-8

Do not disturb

W1-8

ROCKS

FALLEN

e c k e d b y

D e s ig n e d b y

F e b

M o r fm .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.15 match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

483+00 TO 513+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fn .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

0 5

MILE

D.16

SPEED

MPH

SPEED

STOP

SPEED

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, OFFICE

POST

ZONE

SPEED

END

DETOUR

STAGECOACH RD

DETOUR

Replace

OR2-1

Replace

OR2-1

Do not disturb

OW3-5

Replace

OR2-1

Do not disturb

OR2-6A

Do not disturb

Custom

Do not disturb

Custom

Do not disturb

Custom

Do not disturb

OW3-5

Do not disturb

W1-2R

Do not disturb

R1-1

Do not disturb

Custom

Rumble strip

Rumble strip Replace

W3-1

Replace

Special

Replace

RS-026

Replace

M6-1R

OFFICE

POST

Replace

RS-026

Replace

M6-1L

MPH

Do not disturb

W13-1

Replace

Special

513+00 TO 545+00

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

Do not disturb

W1-2L

Do not disturb

W13-1 e c k e d b y

D e s ig n e d b y

F e b

M o r fo .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.17

MPH

ROCKS

MPH

match existing

Pavement markings, Type B, Removal of Guardrail (Rail Only)(12.5LF)

561+00 to 566+00, RT

Class A, Steel Posts (Rail Only)(12.5 LF)

Guardrail System G4, Type 2, 561+00 to 566+00, RT

Removal of Guardrail (Rail Only)(37.5LF)

567+00 to 578+50, RT

Class A, Steel Posts (Rail Only)(37.5 LF)

Guardrail System G4, Type 2, 567+00 to 578+50, RT

Removal of Terminal Section

567+00 RT,

Terminal Section

567+00, RT

match existing

Pavement markings, Type B, TRIANGLE LAKE 18

JUNCTION CITY 45

MPH

Do not disturb Custom

Do not disturb

OW15-3

Rumble strip

Do not disturb

W1-4L

Do not disturb

W13-1

Do not disturb

W1-1L

Do not disturb

W13-1

Do not disturb

W1-4L

Do not disturb

W13-1

545+00 TO 575+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fp .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.18

MPH

40 MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Type 2 (Lane Width)

Asphalt Concrete Pavement Patch, 586+00 to 587+00, RT

Type 2 (Lane Width)

Asphalt Concrete Pavement Patch, 590+00 to 591+00, RT

Removal of Terminal Section

604+00, RT

Terminal Section

604+00, RT

(12.5 LF)

Class A, Steel Posts (Rail Only)

Guardrail System G4, Type 2, 604+00 to 608+50, RT

(Rail Only)(12.5 LF)

Removal of Guardrail

604+00 to 608+50, RT

Replace

W8-14

Rumble strip

ROCKS

FALLEN

Do not disturb

W13-1

Do not disturb

W1-1L

Do not disturb

W13-1

Do not disturb

W1-5L Do not disturb

W1-1R

Do not disturb

W13-1

Do not disturb

W1-8

Do not disturb

W13-1

Do not disturb

W1-5R

Do not disturb

W13-1

Do not disturb

W1-1R

575+00 TO 609+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fq .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

5 6

D.19

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Type 2 (Lane Width)

Asphalt Concrete Pavement Patch, 609+50 to 612+00, RT

BOAT RAMP

1/4 MILE

Park

County

Lane

Do not disturb Custom

Do not disturb

W13-1

Do not disturb

W1-2R

Rumble strip

Do not disturb

W1-4L

Do not disturb

W13-1

Do not disturb

W1-2L

Do not disturb

W13-1

Do not disturb

W13-1

Do not disturb

W1-4L

Do not disturb

W1-1R

Do not disturb

W13-1

609+00 TO 638+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fr .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.20

STOP

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, INDIOLA

Park

County

Lane

FEE AREA

Park

County

Lane

FEE AREA

INDIOLA

SCHINDLERSCHINDLER

Do not disturb Custom

Do not disturb

W2-2Do not disturb Custom

Replace

M1-5

Replace

M6-4Replace

OM-3L-36

Replace

OM-3R-36

Replace

R1-1

Replace

OM-3L-36

Replace

OM-3R-36

Do not disturb

W2-2

Do not disturb Custom

Rumble strip

Replace

D3-1

Replace

D3-1

Replace

W3-1

638+00 TO 666+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fs .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

MILE

D.21

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, BOAT RAMP

Park

County

Lane

JCT. 1/4 MILE

Do not disturb Custom

Do not disturb

W1-2R

Do not disturb

W13-1

Do not disturb

W1-2R

Do not disturb

W13-1Do not disturb

W1-2L

Do not disturb

W13-1

Rumble strip

666+50 TO 697+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r ft .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.22

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Replace

W1-2L

Replace

W13-1

Do not disturb

W1-1L

Do not disturb

W13-1

Replace

W1-1R

Replace

W13-1

Replace

W1-2L

Replace

W13-1

Do not disturb

W1-2R

Do not disturb

W13-1

Rumble strip

Do not disturb

W13-1

Do not disturb

W1-2R

Do not disturb

W13-1

Do not disturb

W1-1L

697+00 TO 728+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fu .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

MILE

D.23

MPH

STOP

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Patch, Type 2 (Lane Width)

Asphalt Concrete Pavement

731+30 to 733+30, RT

Removal of Terminal Section

743+00, RT

Terminal Section

743+00, RT

CREEK

GREEN

GREEN CR RD

Do not disturb

W1-1L

Do not disturb

W13-1

Do not disturb

Custom

Do not disturb

Custom

Do not disturb

Custom

Do not disturb

W1-2L

Do not disturb

W13-1

Rumble strip

Replace

R1-1

Do not disturb

W1-1R

Do not disturb

W13-1

728+00 TO 758+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fv .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

5 7

D.24

SPEED

BRIDGE

NARROW

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Patch, Type 2 (Lane Width)

Asphalt Concrete Pavement

769+75 to 769+95, RT

DEADWOOD

Replace sign post

OR2-1

Do not disturb

OR2-1

Replace sign post

OW3-5

Do not disturb

W11-2

Do not disturb

Custom

Rumble strip

Replace

W5-2

758+00 TO 787+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fw .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.25

BRIDGE

NARROW

STOP

SPEED

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, DETOUR

DEADWOOD CR RD

FLORENCE 28

EUGENE 52

CEMETARY

CEMETARY DETOUR

DEADWOOD

Do not disturb

W11-2

Do not disturb

Custom

Do not disturb Custom

Do not disturb

Custom

Do not disturb

W3-1

Do not disturb

Custom

Replace

R1-1

Do not disturb

Custom

Do not disturb

Custom Replace

M1-5

Replace

M6-4

Do not disturb

Custom

Replace

OW3-5Replace

OR2-1

Do not disturb

W2-2

Replace

OR2-1

Do not disturb

W2-2

Replace

OM-3R-36

Replace

OM-3L-36

Replace

OM-3L-36

Replace

OM-3R-36

Rumble strip

Replace

D1-2

NOTE:

FOOTNOTE:

[1] Final limits to be determined by the CO in the field.

[1]

HIGHWAY

FLORENCE-EUGENE

SUSPEND WORK

788+50

HIGHWAY

FLORENCE-EUGENE

RESUME WORK

791+00

Do not chip seal bridge joints. See Subsection 108.01.

787+50 TO 817+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fx .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

D.26

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Do not disturb

W1-4R

Do not disturb

W13-1

Do not disturb

W1-4R

Do not disturb

W13-1

817+50 TO 848+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

M o r fy .d g n

S S u r ft

OR DOT 36(1)

J .B r a s h

K .L a

5MILE

File details come from the government source that posted it. Updated Nov 14, 2017.