OR_BAKER_520(1)_PlanSet.pdf

culv. culvert drwg(s).

dist.

diaph.

diag.

dia.

DHV

D drawing(s) distance diaphragm diagonal diameter design hourly volume diameter exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.061 m e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east ftg.

flg.

fin.

footing flange finish galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall

K.P.

jt.

ID

kilometer post joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

lat.

lam.

L low water left length of spiral lump sum longitudinal 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

W west sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

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 spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south mon.

min.

max.

matl.

m3 m2 monument minimum maximum material cubic meter square meter

NOTE:

1.

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep θs Ø

∆c spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

approach ahead average daily traffic abutment bearing bridge balance point bench mark back

LC

on the appropriate plan sheet.

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

BH

CP GPS

JH

TP

Control Point (Terestrial and GPS); Jump Hub

Material Source; Bore Hole; Test Pit

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Line4

Section Line16

36 31

6 1

Section Corner (Found, Projected)

36 31

6 1

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Railroad

Large Creek or River

Intermittent Drainage or Small Creek

EL. 1234.56

N

E

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W 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

Silt Fence

Wattle

M.P.

M.L.

mile post main line

PROPOSEDEXISTING

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

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Concrete Barrier

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

Box Culvert

Right-of-Way Line with Monument

Delineators

Signs (Single, double post; portable)

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement - no symbol -wall face

DI

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, UP = transformer or junction box, WF = water fountain, MH = unknown utility

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, SS = storm sewer, STEAM = steam, T = telephone, TV = CATV, W = water

P = power, P&T = Power and Telephone, SA= sanitary sewer, SD = storm drain, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, NO SCALE

AND ABBREVIATIONS

PLAN SYMBOLS

A.2

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

A

M

A u g u s t

U

S S u r ft

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

S la n in a

K

M il le r

C h e c k e d b y

D e s ig n e d b y

SUMPTER STOCKADE

SUMPTER

Granite Hill Rd.

END PROJECT

BEGIN PROJECT

d

R k e e r

C r e k c ar

C d

R e g di

R g ni dl u a p

S

Carey Gulch

Bear GulchGrays Gulch

Blue Spring d

R

7-

F N d

R k r oF y llu

Cc M

SCALE IN MILES

0 11 2

N k e er C kc u

B el tt iL

27+41.18

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

361+42.30

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

d

R yr at e me

C r et p m u

S

10 m iles

To G ranite

Pow d er

R iver

7-

F N

5-

F N

Sumpter Valley

M cE w en V a lley

1-

F N

Loop

Iron Horse

DREDGE STATE PARK

SUMPTER VALLEY

RAILROAD

SUMPTER VALLEY

Silver Creek

County Pit

Baker

26 miles

To Baker City

Powder River

VICINITY MAP

NATIONAL FOREST

WILLOWA WHITMAN

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

WILLOWA WHITMAN

WILLOWA

WHITMAN

N A

T I O

N A

L

B O

U N

D A

R Y

FOREST

A.3

STATE PROJECT

NUMBER

SHEET

OR

BAKER 520(1)

P 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 a c .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

Sheet and Description

SECTION C SECTION E SECTION F SECTION L SECTION M

TYPICAL

SECTIONS

APPROACH

ROADS

EROSION

CONTROL

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 15701-0000 SOIL EROSION CONTROL (Baker

County Pit) LPSM All ALL

A0140 15701-0000 SOIL EROSION CONTROL (project) LPSM All ALL

A0160 15701-0000 SOIL EROSION CONTROL (200+00

LT staging area) LPSM All ALL

A0180 20401-0000 ROADWAY EXCAVATION CUYD 984 270 96 1,350

A0200 20402-0000 SUBEXCAVATION CUYD 446 24 470

A0220 20410-0000 SELECT BORROW CUYD 303 47 350

A0240 20702-0900 GEOTEXTILE FILTER, CLASS 2,

TYPE D SQYD 810 40 850

A0260 20703-2000 GEOGRID, STABILIZATION SQYD 2,234 66 2,300

A0280 26105-0000 REINFORCED SHOULDER

STABILIZATION SQFT 2,418 82 2,500

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,771 378 151 3,300

A0320 30302-5000 AGGREGATE SURFACE

RECONDITIONING LNFT 10,560 10,560

A0340 30801-0000 RECYCLED AGGREGATE BASE SQYD 3,837 63 3,900

A0360 31002-2000 COLD IN-PLACE RECYCLED

ASPHALT BASE COURSE, TYPE B

(3-inch depth) SQYD 71,321 71,321

A0380 31010-0000 EMULSIFIED ASPHALT TON 404 404

A0400 31011-0000 LIME TON 116 116

A0440 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL (type IV pavement roughness) TON 13,018 282 13,300

A0460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 132 132

A0480 40301-0000 ASPHALT CONCRETE PAVEMENT TON 152 8 160

A0500 40601-0000 FOG SEAL TON 30 30

A0520 41201-0000 TACK COAT TON 44 44

MileStone: Sign-Off Date Completed: 08/31/15 Report Date: 08/31/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

:0

A M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R B

AK

ER

(1

EE

B A C S _s um m ar y-w fl.

xl sm

]S he et

STATE PROJECT

BAKER 520(1) B.1OR

Sheet and Description

SECTION C SECTION E SECTION F SECTION L SECTION M

TYPICAL

SECTIONS

APPROACH

ROADS

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0540 41301-0800 ASPHALT PAVEMENT MILLING,

3-INCH DEPTH (conserved) SQYD 3,837 3,837

A0560 41301-0800 ASPHALT PAVEMENT MILLING,

3-INCH DEPTH SQYD 33,010 33,010

A0580 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0600 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 20

A0620 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A0640 62301-0000 GENERAL LABOR HOUR 40

A0660 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0680 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (4-inch, white) LNFT 132,844 132,844

A0700 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (4-inch, yellow) LNFT 104,587 104,587

A0720 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (4-inch, yellow) LNFT 21,518 21,518

A0740 63401-0450 PAVEMENT MARKINGS, TYPE B,

DOTTED (4-inch, white) LNFT 1,406 1,406

A0760 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 100 100

A0780 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 258 258

A0800 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 4,000 4,000

-A ug -2

:0

A M

MileStone: Sign-Off Date Completed: 08/31/15 Report Date: 08/31/15 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R B

AK

ER

(1

EE

B A C S _s um m ar y-w fl.

xl sm

]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

BAKER 520(1) B.2OR

SECTION QUANTITIES

TABULATION OF TYPICAL

C.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 c a .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

Safety Edge Detal on sheet C.2 and C.3.

Material to be used for shoulder aggregate as shown in [1]

NO SCALE

FOOTNOTE:

Traveled wayTraveled way

Slope Slope

27+41.18 to 133+01.18

12' 12'

ShdrShdr

2' 2'

LC

CONNECTION DETAIL

Existing surface

Saw cut elevation and cross slope

Match existing pavement pavement surface

Existing

Tack existing surface

Limits of Construction

TYPICAL SECTION

MILLING

GRANITE HILL HIGHWAY

Existing ground

Traveled wayTraveled way

Slope Slope

27+41.18 to 133+01.18

12' 12'

ShdrShdr

2' 2'

LC

SAFETY EDGE DETAIL

Detail, this sheet

See Safety EdgeDetail, this sheet

See Safety Edge

Limits of Construction

TYPICAL SECTION

ASPHALT

GRANITE HILL HIGHWAY

27+41.18 TO 133+01.18

TYPICAL SECTION

[1] [1]

[2]

[1] [1]

27+41.18

Existing base course

133+01.18

.1

" 2

.1

New surface course

DETAIL

PAVEMENT TRANSITION

Existing ground

Tack coat

Tack coat between lifts

1:2 (typ.)

Profile grade

Profile grade

3" depth

Asphalt pavement milling, [3]

Aggregate surface reconditioning method 2

Roadway aggregate, Aggregate surface reconditioning

Aggregate surface reconditioning

4" aggregate base (typ.)

" asphalt (typ.), 2

Existing pavement structure, C.2

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 c c .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y milling Asphalt pavement

[4]

50' see sheet C.3 for details New asphalt surface, see sheet C.3 for details asphalt base, Cold in-place recycled

Tack coat between existing and overlay

DETAIL A

Aggregate surface reconditioning

Tack coat between lifts

See Detail A

See Detail A place in two equal compacted lifts

3" compacted depth, (type IV pavement roughness) size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, (type IV pavement roughness) size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, (type IV pavement roughness) size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, (type IV pavement roughness) size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, Mill Cold In-Place Recycled Asphalt Base Course.[4]

Remove asphalt pavement millings according to SCR section 413.[3]

Sawcut vertical according to Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

Traveled wayTraveled way

Slope Slope

133+01.18 to 361+42.30

12' 12'

ShdrShdr

Existing ground

Turnout Turnout

147+55.00 to 148+05.00 12' to 0'

146+55.00 to 147+05.00 0' to 12'

147+55.00 to 148+05.00 12' to 0'

146+65.00 to 147+15.00 0' to 12'

LC

Existing ground

Limits of Construction

Turnout Turnout

147+15.00 to 147+55.00

12' 12'

2' 2'

147+05.00 to 147+55.00

SAFETY EDGE DETAIL

Detail, this sheet

See Safety Edge

Detail, this sheet

See Safety Edge

Detail, this sheet

See Safety Edge

133+01.18 TO 361+42.30

TYPICAL SECTION

FOOTNOTE:

Existing surface course

Existing base course

Saw cut

Mill pavement surface New asphalt

CONNECTION DETAIL

361+42.30

.3

" 2

Cold In-Place

[1]

[2]

[1]

Edge Detail, this sheet

See Safety

Edge Detail, this sheet

See Safety

Edge Detail, this sheet

See Safety

Existing ground type B, 3" compacted depth

Cold in-place recycled asphalt base course, Tack coat type B, 3" compacted depth

Cold in-place recycled asphalt base course, 1:2 (typ.)

Profile grade

VariedVaried method 2

Roadway aggregate, Existing 4" aggregate base (typ.)

50'

3" asphalt (typ.)

Existing pavement structure, DETAIL B

Existing aggregate type B, 3" compacted depth asphalt base course, Cold in-place recycled

Cold in-place and Tack coat

Fog seal between and Asphalt concrete pavement

Tack coat between Fog seal

See Detail BSee Detail B

See Detail B

See Detail B

See Detail B

See Detail B and Asphalt concrete pavement

Tack coat between Fog seal Cold in-place and Tack coat

Fog seal between

TYPICAL SECTION

GRANITE HILL HIGHWAY

2" compacted depth

(type IV pavement roughness), size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, (type IV pavement roughness) size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, (type IV pavement roughness) size aggregate, 0.3 to <3 million esal

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gryatory mix, Sawcut vertical according to Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

C.3

STATE PROJECT

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 c d .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

2:1

LC

Conserved backfill

4"

4"

Geogrid, Stabilization

12" Bottom course

C to C spacing (max.)

Support struts 24"

5' lap (min.)

Existing slope

Hardware cloth

7.7'

8.7'

6" compacted depth

Roadway Aggregate, Method 2, Welded wire form

4 x 4 - W4.0 x W4.0 form course

18" Welded wire

[1]

[2]

Saw cut

[3]

[3]

P a y L im it s

S ta b il iz a ti o n

R e in fo r c e d S h o u ld e

STABILIZATION

REINFORCED SHOULDER

TYPICAL SECTION

TYPICAL SECTION - REINFORCED SHOULDER STABILIZATION

1.0'8.5' 4.5'

9.85'

[4]

Select granular backfill extend lap to back of excavation

Geogrid stabilization, Existing aggregate

Existing asphalt

3" compacted depth

Recycled aggregate base, 2:1

LC

Existing slope

[2]

1.0'8.5' 4.5'

Existing aggregate

Existing asphalt

TYPICAL SECTION - MILLING

Existing aggregate base

Slope [1]

344+50.00 to 346+00.00 LT

326+50.00 to 327+50.00 LT

317+50.00 to 318+00.00 LT

304+40.00 to 305+10.00 LT

281+78.00 to 283+60.00 LT

237+80.00 to 238+50.00 LT

235+75.00 to 236+20.00 LT

233+00.00 to 234+40.00 LT

190+50.00 to 192+10.00 LT

344+50.00 to 346+00.00 LT

326+50.00 to 327+50.00 LT

317+50.00 to 318+00.00 LT

304+40.00 to 305+10.00 LT

281+78.00 to 283+60.00 LT

237+80.00 to 238+50.00 LT

235+75.00 to 236+20.00 LT

233+00.00 to 234+40.00 LT

190+50.00 to 192+10.00 LT

(conserved), 3-inch depth

Asphalt pavement milling

TransitionTransition

346+00.00 to 346+04.00 LT

344+46.00 to 344+50.00 LT

327+50.00 to 327+54.00 LT

326+46.00 to 326+50.00 LT

318+00.00 to 318+04.00 LT

317+46.00 to 317+50.00 LT

305+10.00 to 305+14.00 LT

304+36.00 to 304+40.00 LT

283+60.00 to 283+64.00 LT

281+74.00 to 281+78.00 LT

238+50.00 to 238+54.00 LT

237+76.00 to 237+80.00 LT

236+20.00 to 236+24.00 LT

235+71.00 to 235+75.00 LT

234+40.00 to 234+44.00 LT

232+96.00 to 233+00.00 LT

192+10.00 to 192+14.00 LT

190+46.00 to 190+50.00 LT

Ramp Ramp

Limits

Stabilization

Shoulder

Reinforced

TRANSITION RAMP DETAIL

PROFILE

Existing ground

[2]

Saw cut

Saw cut

[2]

Saw cut

Excavation limits Conserve material

Conserve material

See sheet C.6 for details.[4] granular backfill.

Cover reinforcement geogrid with 4-inch depth select [3]

Sawcut vertical according to Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

C.4

STATE PROJECT

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 c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

STABILIZATION

REINFORCED SHOULDER

TYPICAL SECTION

FOOTNOTE:

Do not measure for payment. Incidental to Item 26105-0000.[2]

Width includes wrapping the face and lap minimum.[1]

C.5

STATE PROJECT

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 c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

WELDED WIRE FORM

spaced 24" C. to C. (max.)

No. 4 wire support struts

Longitudinal wires

Butt geogrid, no overlap

Reinforcement length

Transverse wires Top of form

96"

30"

4 x 4 - W4.0 x W4.0 direction

Machine (roll)

4' min.

NO SCALE

Geogrid, Stabilization

P a r a ll e l to s lo p e f a c e

Geogrid, Stabilization

Geogrid, Stabilization reinforcement length (L)

Form return (see detail this sheet)

Welded wire form

[1]

[2][5]

[6]

[3][7]

[4] to form return

Connect form facing

[3]

[8]

[9] welded wire forms

Connect adjacent

Bottom course

[10]

GEOGRID DETAILS

STABILIZATION FACING AND

REINFORCED SHOULDER

REINFORCEMENT LAYOUT

REINFORCED SHOULDER STABILIZATION

FORM RETURN DETAIL

FORM COURSE AND

REINFORCED SHOULDER STABILIZATION

Typical Section detail on Sheet C.4.

Hardware cloth not shown. Install hardware cloth according to[10] on Sheet C.4.

Geogrid lap is not shown. Lap according to Typical Section [9]

Except as allowed under 261.05A.[8] bend longitudinal wire 90 degrees.

Connect welded wire form facing to form return. Alternative, [7] of 720.01(k).

Provide welded wired forms that meet the requirements [6]

Provide support struts that meet the requirements of 720.01(l).[5]

See Sheet C.4 for dimensions.[4] permanent fasteners that meet the requirements of 720.01(m).

or the manufacturers recommended method). Provide with permanent fasteners (hog rings, wire ties, spiral binders, Connect adjacent welded wire reinforcement facing elements [3] support strut length.

The contractor is responsible for determining the appropriate[2] requirements.

Field cut transverse wires to meet welded wire form layout [1]

C.6

STATE PROJECT

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 c e .d

R

K r ig

M il

C h e c k e d b y

D e s ig n e d b

TYPICAL SECTION - SUBEXCAVATION

ShdrTraveled way

Slope

Select borrow

333+00.00 to 335+00.00 RT

277+00.00 to 280+00.00 RT

239+60.00 to 240+50.00 RT

226+50.00 to 227+50.00 RT

Geotextile filter, Class 2, Type D

FOOTNOTE:

Existing ground

SUBEXCAVATION

TYPICAL SECTION

[3]

[1]

2:

LC

6" compacted depth

Roadway Aggregate, Method 2, Existing aggregate

Existing asphalt

3" compacted depth

Recycled aggregate base, LC

3'

7'

2'

2'5'

1'

6'

1'

6'

ShdrTraveled way

Slope [2]

Existing ground

Saw cut[1]

2:

LC

Existing aggregate

Existing asphalt

2'5'

1'

6'

TYPICAL SECTION - MILLING

Existing aggregate base

(conserved), 3-inch depth

Asphalt pavement milling

333+00.00 to 335+00.00 RT

277+00.00 to 280+00.00 RT

239+60.00 to 240+50.00 RT

226+50.00 to 227+50.00 RT

TransitionTransition

Ramp Ramp

TRANSITION RAMP DETAIL

PROFILE

Existing ground

[2]

Saw cut

[2]

Saw cut

Excavation limits

335+00.00 to 335+04.00 RT

323+96.00 to 333+00.00 RT

280+00.00 to 280+04.00 RT

276+96.00 to 277+00.00 RT

240+50.00 to 240+54.00 RT

239+56.00 to 239+60.00 RT

227+50.00 to 227+54.00 RT

225+96.00 to 226+50.00 RT

Limits

Subexcavation

Conserve material

Conserve material

Line entire excavation with geotextile filter, Class 2, Type D.[3]

Sawcut vertical according to Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

C.7

STATE PROJECT

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 c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

SUBEXCAVATION

TYPICAL SECTION

C.8

STATE PROJECT

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 c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

Slope

Shdr Traveled way

TYPICAL SECTION - SUBGRADE REINFORCEMENT

NO SCALE

Stabilization geogrid

[1]

[2]

Existing ground

Saw cut

SUBGRADE REINFORCEMENT

TYPICAL SECTION

241+00.00 to 241+35.00 LT

194+00.00 to 196+50.00 LT

187+80.00 to 189+80.00 LT

173+50.00 to 178+00.00 LT

138+00.00 to 143+00.00 LT

2:1

LC

6" compacted depth

Roadway Aggregate, Method 2, 3" compacted depth

Recycled aggregate base, 12'2'

14'

Shdr Traveled way

Existing ground

2:1

LC

12'2'

TYPICAL SECTION - MILLING

Existing aggregate base

(conserved), 3-inch depth

Asphalt pavement milling

241+00.00 to 241+35.00 LT

194+00.00 to 196+50.00 LT

187+80.00 to 189+80.00 LT

173+50.00 to 178+00.00 LT

138+00.00 to 143+00.00 LT

Sawcut vertical according to Subsection 203.04(b).[2]

Match existing superelevation or crown.[1]

C.9

STATE PROJECT

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 c e .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

446044604460

B C

P T

.4

P C

.6

P T

.4

P C

.1

P T

.2

P C

.4

P T

.3

B O

U N

D A R

Y

M

A R

K E R

B O

U N

D A R

Y

M

A R

K E R

BEGIN CONSTRUCTION

GPS

CP

CP

CP

14104 14102

14101

Line to be constructed

27+41.18

OR BAKER 520(1)

D

R= 2,000.00'

T= 53.88'

L= 107.74'

141033

.2

.6

.9

.4 edge of traveled way

Proposed

27+41.18 TO 75+00

PLAN AND PLAN

100 200050100

Scale in feet

N

N

CP

14105

CP

14106

L= 789.06'

T= 396.82'

R= 3,000.00'

D

Line to be constructed

.2

58+ 16.93

Proposed edge of traveled way

CP

14107

CP

14108

R= 1,380.00'

T= 362.45'

L= 708.88'

D

.8

OHW limits

OHW limits

El= Match Existing

E= 8796764.24

N= 403225.88

LEGEND:

Subexcavation

Deep Patch

Subgrade reinforcement

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 r a fa .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

3" compacted depth

(type IV pavement roughness), maximum size aggregate, 0.3 to <3 million esal

-inch nominal4 3-inch or 2

1gyratory mix, Begin asphalt concrete pavement, Begin asphalt pavement milling, 3" depth, 27+41.18

4530 4530

P C

.6

P C

C

.4

4 9

P T

.2

P

C

.1

P T

.1

P C

.1

P C

.1

P T

.5

5 1

0 1

5 1

0 1

N

L= 1,406.37'

T= 759.67'

R= 1,500.00'

D

CP

14109

GPS

14110

CP

14111

CP

14112

75+00 TO 135+00

PLAN AND PLAN

N

L= 1,006.38'

R= 2,160.00'

D

T= 512.50'

CP

14113

CP

14114

CP

14115 CP

14116

CP

14117

100 200050100

Scale in feet

D.2

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 fb .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

.7

100+ 41.22

102+56.14

Proposed edge of traveled way

Line to be constructed

.0

Proposed edge of traveled way

See sheet C.2 for details

Begin pavement transition

132+51.18

OHW limits

Wetland boundary

OHW limits be installed by others

Culvert and riprap to

78+83 be installed by others

Culvert and riprap to

117+06

2" compacted depth

(type IV pavement roughness), maximum size aggregate, 0.3 to <3 million esal gyratory mix, 1#2-inch or 3#4-inch nominal

Begin asphalt concrete pavement, Begin cold in-place recycled asphalt base course, 3" compacted depth

Begin pavement transition, 3" compacted depth

(type IV pavement roughness), maximum size aggregate, 0.3 to <3 million esal gyratory mix, 1#2-inch or 3#4-inch nominal

End asphalt concrete pavement, End asphalt pavement milling, 3" depth

133+01.18

P C

.9

P T

.6

P C

.0

P T

.5

P C

.2

P T

.6

P C

.2

P T

.4

P C

.8

P C

.8

P T

.2

P C

.3

P T

.1

P C

.4

P T

.2

P C

.6

P T

.8

P C

.0

P T

.9

P C

.1

P T

.1

N

N

CP

14118 CP

14119

CP

14120

D

R= 775.00'

T= 445.55'

L= 808.73'

D

R= 530.00'

T= 133.46'

L= 261.49'

D

R= 420.00'

T= 75.48'

L= 149.37'

D

R= 500.00'

T= 142.25'

L= 277.18'

D

R= 4,400.00'

T= 235.91'

L= 471.38'

D

R= 415.00'

T= 114.72'

L= 223.85'

R= 900.00'

T= 71.04'

L= 141.79'

D

R= 540.00'

T= 112.17'

L= 221.20'

D

R= 1,370.00'

T= 126.82'

L= 252.92'

D

R= 650.00'

T= 160.68'

L= 315.04'

D

100 200050100

Scale in feet

D.3

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 fc .d

S la n

.M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

Maintain location of existing turnout

146+55 to 148+05 RT

9+ .0

3+

.5

.6

.4

Maintain location of existing turnout

146+65 to 148+05 LT

135+00 TO 195+00

PLAN AND PLAN

138+00 to 143+00 LT See sheet C.9 for details

Reinforcement, Install Subgrade culvert, do not disturb

Existing concrete box

140+76.51

See she et C.9 f or deta ils

Install Subgra de Rein forcement,173+50 to 1

78+00 LT

See sheet C.9 for details

Install Subgrade Reinforcement, 187+80 to 189+80 LT

See sheet C.9 for details

Install Subgrade Reinforcement, 194+00 to 196+50 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforced

190+50 to 192+10 LT u e W e s t

5P C

.2

PT 205+85.72

PC 208+92.75

P T

.6

P C

.4

P T

.1

P C

.3

PT 227+54.49

PC 230+84.69

Due West

P T

.4

P C

.6

P T

.6

P C

.3

P T

.5

P C

.8

P T

.6

P C

.0

P T

.6

P C

.1

P T

.6

P C

.6

N

N

D

R= 340.00'

T= 155.65'

L= 291.93'

R= 245.00'

T= 1,337.65'

L= 858.45'

D

D

R= 645.00'

T= 196.08'

L= 380.71'

D

R= 440.00'

T= 215.75'

L= 401.18'

D

R= 249.11'

T= 82.35'

L= 159.06'

D

R= 1,432.39'

T= 146.76'

L= 292.50'

D

R= 1,909.86'

T= 185.86'

L= 370.56'

D

R= 248.36'

T= 13,025.41'

L= 770.76'

D

R= 650.00'

T= 98.29'

L= 195.11'

D

R= 755.00'

T= 83.30'

L= 165.93'

100 200050100

Scale in feet

D.4

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 fd .d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

.4

.6

195+00 TO 265+00

PLAN AND PLAN

contractor staging

Turnout for

S ee s h ee t C .9 f or d et ai ls

In st al l S u b g ra d e

R ei n fo rc em en t, t o L

T

See sheet C.7 for details

Install Subexcavation, 226+00 to 227+50 RT

See sheet C.9 for details

Reinforcement, Install Subgrade

241+00 to 241+35 LT

See sheet C.5 for details

Install Subexcavation, 239+60 to 240+50 RT boundary

Wetland

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

233+00 to 234+40 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

235+75 to 236+20 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

237+80 to 238+50 LT

PT 262+88.62

PC 265+11.65

P T

.7

P C

.5

PT 269+09.19

PC 271+05.01 P

T

.3

P C

.1

PT 280+43.48

PC 281+10.78

P T

.4

P C

.8

PT 286+46.38

PC 287+07.74

PT 2

.4

PC

.8

P T

.3

P C

.7

PT 290+12.67

PC 293+02.15

P T

.0

P C

.3

P T

.9

P C

.6

P T

.9

P C

.5

PT 311+22.71

PC 316+36.36

N

N

D

R= 249.11'

T= 82.35'

L= 159.06'

D

R= 260.44'

T= 103.86'

L= 197.66'

D

R= 204.63'

T= 182.75'

L= 298.34'

D

R= 204.63'

T= 144.26'

L= 251.31'

D

R= 286.48'

T= 141.38'

L= 262.67'

Curve= C30

D

R= 204.63'

T= 112.38'

L= 205.54'

Curve= C31

R= 238.73'

T= 177.24'

L= 304.93'

D

R= 204.63'

T= 221.82'

L= 337.92'

D

D

R= 286.48'

T= 114.34'

L= 217.58'

D

R= 954.93'

T= 97.98'

L= 195.28'

D

R= 286.48'

T= 418.65'

L= 556.17'

100 200050100

Scale in feet

D.5

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 fe .d

S la n

M il ll

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

272+94.96

0+

.4

265+00 TO 315+00

PLAN AND PLAN

See sheet C.7 for details

Install Subexcavation, 277+00 to 280+00 RT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

281+78 to 283+60 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

304+40 to 305+10 LT

PC 316+

36.36

P T

.4

P C

.2

P T

.7

P C

.2

PT 330+19.33

PC 333+28.44

P T

.2

P C

.1

PT 347+

66.01

PC 349+

32.24 3

PC 349+32.24

P T .9

P C .0

P T

.5

P O

T

.3

N

N

END PROJECT

D

R= 409.26'

T= 266.96'

L= 473.10' D

R= 318.31'

T= 103.17'

L= 199.54'

D

R= 220.37'

T= 287.54'

L= 404.11'

D

R= 260.44'

T= 272.46'

L= 420.84'

D

R= 636.62'

T= 228.57'

L= 438.89'

361+42.30

OR BAKER 520(1)

100 200050100

Scale in feet

Curve= C48

D

R= 368.00'

T= 205.91'

L= 375.46'Curve= C47

D

R= 259.49'

T= 559.21'

L= 589.73'

315+00 TO 361+42.30

PLAN AND PLAN

EL= Match Existing

E= 8777124.38

N= 404431.42

D.6

STATE PROJECT

NUMBER

SHEET

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 ff .d g

OR BAKER 520(1)

S la n

M il

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Line to be constructed

.6

See sheet C.7 for details

Install Subexcavation, 333+00 to 335+00 RT

Wetland boundary

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

317+50 to 318+00 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcement

326+50 to 327+50 LT

See sheet C.4 for details

Shoulder Stabilization, Install Reinforcem ent

344+ 50 to 346+

00 LT

2" compacted depth

(type IV pavement roughness), maximum size aggregate, 0.3 to <3 million esal gyratory mix, 1#2-inch or 3#4-inch nominal

End asphalt concrete pavement, End cold in-place recycled asphalt base, 3" compacted depth

361+42.30

GPK FILE DATED: 7/30/2014

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

14101 402966.356 8797415.207 4450.269 44°44'55.739127"N 118°12'29.437070"W 4394.7441 0.99971136 5/8" IR w/FHWA Alum Cap

14102 403162.537 8796809.143 4460.010 44°44'57.845281"N 118°12'37.755070"W 4404.4883 0.99971082 5/8" IR w/FHWA Alum Cap

14103 403704.630 8796262.094 4449.912 44°45'03.349244"N 118°12'45.120061"W 4394.4068 0.99971111 5/8" IR w/FHWA Alum Cap

14104 404229.274 8795603.419 4437.433 44°45'08.712011"N 118°12'54.038593"W 4381.9442 0.99971152 5/8" IR w/FHWA Alum Cap

14105 404766.382 8795073.826 4443.600 44°45'14.161602"N 118°13'01.164537"W 4388.1276 0.99971103 5/8" IR w/FHWA Alum Cap

14106 405164.359 8794503.574 4450.620 44°45'18.249046"N 118°13'08.908548"W 4395.1574 0.99971055 5/8" IR w/FHWA Alum Cap

14107 405485.439 8793760.066 4459.729 44°45'21.625538"N 118°13'19.083121"W 4404.2795 0.99971 5/8" IR w/FHWA Alum Cap

14108 405837.698 8793300.127 4465.403 44°45'25.230676"N 118°13'25.317361"W 4409.9634 0.9997096 5/8" IR w/FHWA Alum Cap

14109 406536.152 8792882.294 4471.438 44°45'32.241296"N 118°13'30.833403"W 4416.0148 0.99970907 5/8" IR w/FHWA Alum Cap

14110 407026.578 8792454.444 4477.195 44°45'37.201183"N 118°13'36.569717"W 4421.7849 0.99970863 5/8" IR w/FHWA Alum Cap

14111 407284.443 8791913.785 4484.685 44°45'39.896697"N 118°13'43.959865"W 4429.2782 0.99970818 5/8" IR w/FHWA Alum Cap

14112 407350.608 8791238.156 4492.220 44°45'40.737230"N 118°13'53.294805"W 4436.8165 0.99970779 5/8" IR w/FHWA Alum Cap

14113 407359.253 8790377.394 4503.586 44°45'41.061029"N 118°14'05.217172"W 4448.1825 0.99970723 5/8" IR w/FHWA Alum Cap

14114 407533.579 8789776.860 4509.967 44°45'42.947969"N 118°14'13.469830"W 4454.5667 0.99970687 5/8" IR w/FHWA Alum Cap

14115 407896.021 8789231.745 4518.817 44°45'46.676328"N 118°14'20.881844"W 4463.42 0.99970632 5/8" IR w/FHWA Alum Cap

14116 408292.785 8788512.494 4531.846 44°45'50.791409"N 118°14'30.693575"W 4476.4556 0.99970555 5/8" IR w/FHWA Alum Cap

14117 408606.578 8787956.583 4541.391 44°45'54.042215"N 118°14'38.274595"W 4486.0071 0.99970499 5/8" IR w/FHWA Alum Cap

14118 408868.599 8787470.251 4555.344 44°45'56.762669"N 118°14'44.911786"W 4499.9634 0.99970423 5/8" IR w/FHWA Alum Cap

14119 408880.659 8786967.556 4566.617 44°45'57.020141"N 118°14'51.872458"W 4511.2364 0.99970368 5/8" IR w/FHWA Alum Cap

14120 408429.069 8786257.821 4611.945 44°45'52.757707"N 118°15'01.880821"W 4556.5546 0.99970166 5/8" IR w/FHWA Alum Cap

Note:

PROJECT :Granite Hill Highway Reconstruction

DATE OF FIELD WORK : 7/2014

DATE OF FINAL ADJUSTMENT :7/14/2014

PROJECT UNITS : International Feet COORDINATE SYSTEM : Oregon North SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : NAVD88 based on GEOID12A

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

STATE PROJECT

BAKER 520(1) D.7OR

c:

\m yf ile s\ pw _p ro du ct io n\ d0

O R _B

AK

ER

_5

(1

C on tr ol

S he et .x ls x]

Sh ee t

-F eb

-2

9:

A

M W

FL

H

D

D av ie s

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

SKEW CALCULATION

ROAD APPROACH CENTERLINE

o a d W id th

Line to be constructed

R2

R1

S k e w

I n c r e a s in g i n s ta ti o

Length

16' traveled way edge of

Propose

14'

Edge of pavement intersecting mainline centerline

Road approach

NO SCALE

Unit conversion is 1.94 TON/CUYD.[2]

Unit conversion is 1.97 TON/CUYD.[1]

QUANTITIES

ROAD APPROACH

TABULATION OF

E.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 q a .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

TYPICAL SECTION

ROAD APPROACH

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

Existing ground

2'

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

Existing ground

2'

Existing aggregate base

FOOTNOTE:

PAVED

ROAD APPROACH

Existing aggregate base

(typ.)

(typ.)

[2]Length

GRAVEL

ROAD APPROACH

340+22.63 LT

300+14.42 LT

272+94.96 LT

244+65.69 RT

175+51.46 RT

163+44.64 LT

3" compacted depth

Cold-in-place recycled asphalt, 5" compacted depth

Roadway aggregate, method 2, [2]Length

See Sheet E.1 for length dimensions.[2]

Match existing slope.[1]

[1] [1]

3" compacted depth

Asphalt concrete pavement, 6" compacted depth

Roadway aggregate, method 2, 2" compacted depth

0.3 to <3 million esal (type IV), nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, 3" compacted depth

0.3 to <3 million esal (type IV), nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, 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

2'

Existing aggregate base

(typ.)

3" compacted depth

Cold-in-place recycled asphalt, [2]Length

2" compacted depth

0.3 to <3 million esal (type IV), nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, Existing ground

[1]

3" compacted depth

Asphalt concrete pavement, 6" compacted depth

Roadway aggregate, method 2, PAVED

ROAD APPROACH

195+37.40 RT

143+63.56 RT

139+99.07 RT

119+08.08 RT

102+56.14 LT

100+41.22 RT

95+38.79 RT

67+50.88 RT

58+16.93 RT

46+23.28 RT

39+77.48 LT

36+47.92 RT

33+88.69 LT

30+05.28 RT

E.2

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q b a a .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

N N

'-0

R

R

'-0

"R16'-0"R

Edge of traveled way Edge of traveled way

Line of construction Line of construction

P1001

P1002 P1003

P1004

30+05.28 RT 33+88.69 LT

Scale in feet

12.5 256.2512.5

P1010 P1013

P1011 P1012

30+05.28 RT & 33+88.69 LT

ROAD APPROACH DETAILS

Existing culvert, do not disturb

12'-0"

16'-0"

E.3

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 q c .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

N N

R

'-0

R

Line of construction

Edge of travel way

Edge of travelway

Scale in feet

12.5 256.2512.5

36+47.92 RT & 39+77.48 LT

ROAD APPROACH DETAILS

P1020

P1021 P1022

P1023

P1030

P1031 P1032

P1033

39+77.48 LT

36+47.92 RT

Line of construction

'-0

R 1

R

16'-0"

16'-0"

E.4

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q d .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

R

'-0

R

Edge of travelway

Line of construction

Scale in feet

12.5 256.2512.5

46+23.28 RT

P1050

P1051 P1052

P1053

N

R 1 '-0

R

Line of construction

Edge of travelway

58+16.93 RT

P1060

P1061 P1062

P1063

20'-0"

46+23.28 RT & 58+16.93 RT

ROAD APPROACH DETAILS

16'-0"

E.5

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q e .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

Edge of travel way

Scale in feet

12.5 256.2512.5

P1076

P1077

P1078

P1079

Line of construction

67+50.88 RT

'-0

R

67+50.88 RT & 95+38.79 RT

ROAD APPROACH DETAILS

N

0"

R

R

Line of construction

Edge of travelway

95+38.79 RT

P2001

P2002 P2003

P2004

'-0

20'-0"

R

5 9

E.6

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q f.

d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

Line of construction

Edge of travelway

Scale in feet

12.5 256.2512.5

100+41.22 RT

P2011 P2012

P2013

P2010

R '-0

R

16'-0"

N

Line of construction

102+56.14 LT

P2020

P2021 P2022

P2023

Edge of travelway

16'-0" R 16

0"

R

16'-0"

100+41.22 RT & 102+56.14 LT

ROAD APPROACH DETAILS

E.7

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q h .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

Edge of travelway

Scale in feet

12.5 256.2512.5

Existing box culvert

P2050

P2051

P2052

P2053

N

16'-0"R

P2054

P2055

R

139+99.07 RT

N

Line of construction

Edge of travelway

'-0

R

R

119+08.08 RT

P2030

P2031

P2032

P2033

119+08.08 RT & 139+99.07 RT

ROAD APPROACH DETAILS

16'-0"

9 1

E.8

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q j.

d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

Line of construction

Edge of travelway

Edge of travelway

Scale in feet

12.5 256.2512.5

143+63.56 RT

163+44.64 LT

143+63.56 RT & 163+44.64 LT

ROAD APPROACH DETAILS

P2060

P2061

P2062

P2063

P2070 P2071

P2073

P2074

N

'-0

P2065P2064

7'- 0"

R

'-0

R

P2072

'-0

"R

R

E.9

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q k .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

Line of construction

Line of construction

Edge of travelway

Edge of travelway

Scale in feet

12.5 256.2512.5

175+51.46 RT 195+37.40 RT

175+51.46 RT & 195+37.40 RT

ROAD APPROACH DETAILS

Existing culvert Existing culvert

P2080

P2081

P2083 P2084

P2090

P2091

P2092

P2095

P2094

P2093

'-0

0"

R

'-0

R

P2082

16'-0" R

R

E.10

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q l.

d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

16'-0" R

Line of construction Line of construction

Edge of travelway

Edge of travelway

Scale in feet

12.5 256.2512.5

244+65.69 RT

272+94.96 LT

244+65.69 RT & 272+94.96 LT

ROAD APPROACH DETAILS

P3001

P3002

P3003

P3004

P3005

P3010

P3012

P3013

P3014

Existing culvert

'-0

R

P3011

0"

R

16'-0" R

16'-0"

E.11

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q m .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

Line of construction

Edge of travelway Edge of travelway

Line of construction

Scale in feet

12.5 256.2512.5

300+14.42 LT

340+22.63 LT

300+14.42 LT & 340+22.63 LT

ROAD APPROACH DETAILS

P3020

P3021

P3022

P3024 P3030

P3031

P3032

P3033

P3034

P3023

10'-0"

R

'-0

R

'-0

'-0

R

R

E.12

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 q n .d

S la n

M il le r

C h e c k e d b y

D e s ig n e d b

CONTROL QUANTITIES

TABULATIONS OF EROSION

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 a .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

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"

A u g u s t

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.2 BAKER 520(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

SUMPTER STOCKADE

SUMPTER

Granite Hill Rd.

END PROJECT

BEGIN PROJECT

d

R k e e r

C r e k c ar

C d

R e g di

R g ni dl u a p

S

Carey Gulch

Bear GulchGrays Gulch

Blue Spring d

R

7-

F N d

R k r oF y llu

Cc M

N k e er C k c u B el tt i L

27+41.18

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

361+42.30

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

d

R yr at e me

C r et p m u

S

10 m iles

To G ranite

Pow d er

R iver

7-

F N

5-

F N

Sum pter V alley

M cE w en V a lley

RAILROAD

SUMPTER VALLEY

26 miles

To Baker City

Powder River

NATIONAL FOREST

WILLOWA WHITMAN

Su m pt er S ta ge H wy

Loop

Iron Horse

DREDGE STATE PARK

SUMPTER VALLEY

Silver Creek

County Pit

Baker

MATERIAL SOURCE

See MATERIAL SOURCE

Access Road

A c c e s s R o a d

Material source limits

WILLOWA

WHITMAN

N A

T I O

N A

L

FOREST

B O

U N

D A

R Y

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

WHITMANWILLOWA

VICINITY MAP

MATERIAL SOURCE

FOOTNOTE:

Material Source boundry limits.

Refer to Special Contract Requirements (SCR) 105 for [1]

[1] disturb stock pile, do not

Existing aggregate unsuitable material

Location for

G.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 m a .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

TRAFFIC CONTROL

TABULATIONS OF TEMPORARY

L.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

S la n

M il

C h e c k e d b y

D e s ig n e d b

SIGNS IN FEET

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 APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

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 b .d g n

STATE PROJECT

NUMBER

L.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

NO SCALE

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

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

construction work occurs, include a supplementary plaque indicating the name

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

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

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

NCHRP-350 or MASH for crashworthiness.

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

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

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

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

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

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

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

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

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

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

that an encroachment permit has been obtained.

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

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

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500', reduce cycle length to 20'.

with paint or tape, use Standard 635-2.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

635-3

500'

500'

500'

500'

500'

500' cycle length

40' cycle length

40' cycle length

40'

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

STATE PROJECT

NUMBER

L.3

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12 each direction of travel.

Use permanent markings plan to determine no passing zones for

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

TABLE A

Markings Are Required

Maximum Duration Before

ADT

See Note 2

See Note 2

See Note 2

3 Days

14 Days

> 1000

≤ 1000

R4-1

R4-1

R4-1

See Note 6

R4-2

See Note 6

R4-2

See Note 6

R4-2

6.

5.

4.

3.

2.

1.

longer periods/higher ADT or for application of temporary markings positioning guides and signing are provided per this detail. For

For periods noted in Table A, pavement may be unmarked if vehicle installed at the upstream end of the zone.

a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of

NOTE:

NO SCALE

Two-way traffic

Passing zone both directions

DETAIL A

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

No Passing zone both directions

DETAIL C

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

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'

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

See Note 6

10' min.

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 d .d g n

STATE PROJECT

NUMBER

L.4

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

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

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

LENGTH

BUFFER SPACE

NOTE:

NO SCALE

Expressway / Freeway

Channelizing devices

Flagger location

Flagger location

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

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"

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 e .d g n

STATE PROJECT

NUMBER

L.5

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.

Little u ck

C re e k

SUMPTER VALLEY RAILROAD

SUMPTER STOCKADE

SUMPTER

Granite Hill Rd.

5-

F N

1-

F N

END PROJECT

BEGIN PROJECT

d

R k e e r

C r e k c ar

C d

R e g di

R g ni dl u a p

S

Carey Gulch

Bear GulchGrays Gulch

Blue Spring

McCully Fork Rd.

d

R

7-

F N

F N d

R k r oF y llu

Cc M

SCALE IN MILES

0 11 2

N

To B aker C ity

7-

F N

27+41.18

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

361+42.30

OR BAKER 520(1)

RECONSTRUCTION

GRANITE HILL HIGHWAY

DREDGE STATE PARK

SUMPTER VALLEY

d

R yr at e me

C r et p m u

S

30 m iles

10 m iles

To G ranite

Silver Creek

Loop Iron Horse

ROAD WORK

END

ROAD WORK

NEXT 7 MILES

WORK

ROAD

1000 FT

WORK

ROAD

500 FT

ROAD WORK

END

ROAD WORK

NEXT 7 MILES

WORK

ROAD

1000 FT

WORK

ROAD

500 FT

NOTE:

1.

Sheet L.2-L.5.

signs per Standard details on

Install temporary traffic control

VICINITY MAP

CONTROL SIGN

TEMPORARY TRAFFIC

FOREST

NATIONAL

WHITMAN

WALLOWA

L.6

STATE PROJECT

NUMBER

SHEET

OR BAKER 520(1)

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 f.

d

S la n

M il

C h e c k e d b y

D e s ig n e d b y

WILLOWA

WHITMAN

N A

T I O

N A

L F

O R

E S

T B

O U

N D

A R

Y

WILLOWA WHITMAN

d

R k e e r

C r e k c a

TRAFFIC CONTROL

TABULATION OF PERMANENT

FOOTNOTE:

for striping information.

Refer to Special Contract Requirements (SCR) Section 634 [1]

M.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 p a .d

S la n

M il

C h e c k e d b y

D e s ig n e d b

PAVEMENT MARKINGS

LINEAR

4" solid double

4" dotted white

4" solid white edge

4" dotted white line

4" solid white edge line

4" broken yellow centerline

10'30'10'30'10' m a x m in

2' to 6'

2'

Locate 12" wide stop line to

NOTE:

NO SCALE

L a n e

L a n e

LC

LC

TYPICAL PAVEMENT MARKING APPLICATIONS CENTERLINE DETAIL

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING…