Wallowa_PreAdPlans_REVISED.pdf

PDF 41 MB Posted Aug 24, 2018

Attached to: OR WALLOWA 4602(1), Wallowa Mountain Loop Road
Solicitation number: 69056718B000023
Issued by: Department of Transportation Federal Highway Administration

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Preliminary Plans

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File	Type	Posted
Bid_Opening_Summary_Wallowa_Mountain_Loop_Road.pdf	PDF	Jan 30, 2019
Amendment_A001.pdf	PDF	Jan 23, 2019
Q&A_01-17-19.pdf	PDF	Jan 18, 2019
EW_2.pdf	PDF	Dec 28, 2018
ESCP OR WALLOWA 4602(1).pdf	PDF	Dec 28, 2018
EW_1.pdf	PDF	Dec 28, 2018
Little_Sheep_Creek_Bridge_Hydraulics_TSL_Report.pdf	PDF	Dec 28, 2018
signed_Brand_Name_Justification_Request_-_Wallowa_Road_Redacted.pdf	PDF	Dec 28, 2018
GR 9-18 Wallowa Geotech Report.pdf	PDF	Dec 28, 2018
IFB_Wallowa.pdf	PDF	Dec 28, 2018
layout_mainline.pdf	PDF	Dec 28, 2018
Little_Sheep_Creek_Scour_Hydraulics_Memo.pdf	PDF	Dec 28, 2018
layout_rtl.pdf	PDF	Dec 28, 2018
Plan_Request_Wallowa.pdf	PDF	Dec 28, 2018
Wallowa_100__Plan_Set.pdf	PDF	Dec 28, 2018
Preliminary-Letter_Wallowa_4602(1).pdf	PDF	Aug 24, 2018
PROJECT_DESCRIPTION_Wallowa_4602(1).pdf	PDF	Aug 24, 2018

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"O " C:

Cl "iii "

Pro ·ect Location

CALIFORNIA 1- - - - NEVADA -

OREGON KEY MAP

TYPE OF CONSTRUCTION:

Bridge replacement, grading, aggregate base, asphalt paving, pavement rehabilitation and minor drainage

DESIGN DESIGNATION:

ADT (2018)

ADT(2038)

V e (max)

30 MPH (RECONSTRUCTION)

35 MPH (REHABILITATION)

0.040

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

I PROJECT MANAGER

� C. SANDERS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PLANS FOR PROPOSED PROJECT

OR WALLOWA 4602(1)

WALLOWA MOUNTAIN LOOP ROAD

RECONSTRUCTION

T35

--t

WALLOWA-WHITMAN NATIONAL FOREST

WALLOWA COUNTY

OREGON

LENGTH 4. 968 MILES

'"CC

I -=-�

_ , UNIO� CO.

1 '-:-:_ BAKEf CO.

-+ !- )�J---+--�-

SCALE IN MILES

0 5 10

STATE PROJECT

OR WALLOWA 4602(1)

SECTION INDEX

A. GENERAL INFORMATION

B. SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

D . PLAN-PROFILE

E. APPROACH ROADS

F. EROSION CONTROL

G. STRUCTURES

H. DRAINAGE

I. MISCELLANEOUS DETAILS

J. TEMPORARY TRAFFIC CONTROL PLAN

K. PERMANENT TRAFFIC CONTROL PLAN

PRE-AD l

APPROVED:

DATE ____ _

Chief of Engineering, Western Federal Lands Highway Division

SHEET

NUMBER

A.1

PRELIMINARY

NOT FOR CONSTRUCTION

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ 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 .d g n

OR WALLOWA 4602(1)

J u ly

V in c e n t

P a r k e r

C h e c k e d b y

D e s ig n e d b y

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

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

NO SCALE

- no symbol -wall face

A p r il

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 WALLWA 4602(1) OR

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

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.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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

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

W a ll o w a d

R n w o

D r e k c u

29 28

27 26 25 30 29

27 26

31 32

353433323136

6 5 4 3

2 1

18 17 16 15 14

222120

25 30

36 31 32

33 34 35 36

27 26 25

31 32 33

29 28 27

212019

18 17 16 15 14 13

121110

6 5 4

3 2

36353433

212019

N Y

O N

Spring d

R yt r e bi L

VICINITY MAP

R yt r e bi L

T e n d e r v a ll e y R d

A.4

STATE PROJECT

NUMBER

SHEET

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 d .d g n

OR WALLOWA 4602(1)

J u n e

V in c e

P a r k e r

C h e c k e d b y

D e s ig n e d b y ponds diposal Sewage d

R r e p p a n K

Creek Hill Sheep ywH a hanmI htiffir G keer C eltti L p e e h

S k e e r

C ylluCcM k e e r

.dR ekaL yenniK

Kinney Lake

.nL renruT

Quarry

4WD

W D

4W D

Gors line Gulch

M it c h ll

Ca ny on

W e s t

F o k

R iv e r

Mount Howard ya w ma rT ei ri ar P k e er C

Airport

State

Joesph

Si lv er

La ke

D it ch

Prairie Creek Rd.

Radio Facility

Weir

Liberty Grange

Grote Ln.

Airpo rt Ln

State Park Wallowa y w H et at

S a w ol l a W

Wallowa Lake State Park d

R e s u o H r e w o P

.nL llessuR

Dorrance Rd.

.nL llessuR a w oll a

W r e vi R

Walker Ln.

Bicentennial Rd.

LAKE

WALLOWA

J o s e p h

Main St.

L a G r a n d e

O R m il e s

10+40.45

272+68.69

D A

O R

P O

O L .

N T

M A

W O

L L

A W k eerC p e e h

S eltti

B O

U N

D A

R Y

W I L

D E

R N

E S

NATIONAL FOREST

WALLOWA

NATIONAL FOREST

WALLOWA

FOREST

NATIONAL

WALLOWA

T2S

T3S

SCALE IN MILES

0 1 m ile s

Im n a h a

O R

C o p p e r fi e ld

O R m il e s

E A G L E C

A P W

I L D E R N E S S

BEGIN REHABILITATION

BEGIN RECONSTRUCTION

16+25.00

END REHABILITATION

END PROJECT

BEGIN RECONSTRUCTION

BEGIN PROJECT

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

Adjust locations in the field as directed by the CO.[2]

See Sheet G.5, 2" wearing surface on concrete bridge deck.[1]

TYPICAL SECTION

TABULATION OF

C.2

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

NO SCALE

ti mil g ni r a el C

S lo p e s ta k e l im it

[5]

[4]1' [4]1'

C.3

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

SHEET 1 of 2

TYPICAL SECTIONS

10+62.63 to 11+12.03 RT

10+40.45 to 11+12.03 LT

11+74.20 to 16+25.00

10+40.45 to 11+12.03

SAFETY EDGE DETAIL

FOOTNOTE:

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

Profile grade

Travel laneTravel lane

S lo p e s ta k e l im it

ROUNDING DETAIL

FILL SLOPE

Shldr. Shldr.

[6]

[9]11'

[1] 2% Crown

(between lifts)

Tack coat

[1] 2% Crown [2]

1:3

V a rie s 1 :1 .5 to

[2]

Varies 1:1.5 to 1:3

Turf establishment establishment

Turf

4" depth topsoil, 4" depthC o n s tr u c ti o n l im it

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

MAINLINE TYPICAL SECTION - RECONSTRUCTION

4" compacted depth (placed in two equal lifts) type IV pavement roughness, size aggregate, 0.3 to < 3 million ESAL, -inch nominal4 3 or 2

1gyratory mix, Asphalt concrete pavement, furnished topsoil, Place conserved or or furnished

Place conserved

GUARDRAIL DETAIL

2' tr a v e le d w a y

E d g e o f

[2]

Variable

[9]11'

Detail (typ.)

See Safety Edge method 2, 8" compacted depth

Roadway aggregate, or unclassified borrow

Embankment construction

Varies 3.6'

[8]5' as shown in the Staking Report.

Additinal widening required at intersection with OR-350W,[9] as directed by the CO.

of trees, minimize wetland impact and to remain within easement, Reduce or eliminate slope rounding width to avoid removal [8]

Add curve widening as shown in the Staking Report.[7]

See Fill Slope Rounding Detail.[6]

See Cut Slope Rounding Detail.[5]

See Sheet C.6 for Turnout Detail.

Additional widening required for turnout, bridge rail and guardrail.[4] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than 5-feet, reduce "B" to the cut height[3]

Construct slopes as shown in the Staking Report. [2] curve data of the plan and profile sheets.

Superelevate curves at maximum rate "e" as indicated in the[1]

Red top

Point available in survey notes

Second lift of asphalt

First lift of asphalt

Pull aggregate base to cover safety edge

Aggregate base course

[8][3]B=5'

5' g r a v e l s h ld r

E d g e o f

Typical Section

See

Match existing

~1:4 ~1:4

C.4

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

SHEET 2 of 2

TYPICAL SECTIONS

SAFETY EDGE DETAIL

Match existing

E x is ti n g e d g e o f p a v e m e n t

Full depth reclamation with foamed asphalt, 6" depth

Tack coat

(between lifts)

Top of existing pavement

Red top

Point available in survey notes

Second lift of asphalt

First lift of asphalt

Aggregate base course

Traveled way

Varies

See Safety Edge Detail (typ.)

shoulder finishing

Roadway aggregate, MAINLINE TYPICAL SECTION - REHABILITATION NOTE:

See Sheets C.4-6 for Subexcavation details.1.

Tack coat

Place shoulder finishing to cover safety edge

TYPICAL SECTION - BRIDGE OVERLAY

11+12.03 to 11+74.20

6" concrete deck, (see Section G)

(see Section G)

Voided bridge slab, 3" compacted depth (placed in two equal lifts) type III pavement roughness, overlay size aggregate, 0.3 to < 3 million ESAL, " nominal4 3" or 2

1gyratory mix, Asphalt concrete pavement, Asphalt concrete pavement, gyratory mix, 12 4 or 3 -inch nominal size aggregate, 0.3 to < 3 million ESAL, type IV pavement roughness, 2" compacted depth asphalt wearing surface

(see Section G)

Waterproofing membrane

Shldr.

"4 11'-5

Traveled way

11'

Traveled way

11'

Shldr.

"4 11'-5

4.00 %

(See Section G)

Bridge railintg (typ.)

C.5

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

P a r k

C h e c k e d b y

D e s ig n e d b y

DETAILS

SUBEXCAVATION

Subexcavation

1 2:1

Limit of subexcavation

Subgrade

TransitionSubexcavation pay limitsTransition

E n d S ta ti o n

B e g in S ta ti o n geotextile, class 1, type C

Separation-stabilization

TYPE 1, 2, AND 2A ELEVATION

(subexcavation backfill)

Select borrow

NOTE:

FOOTNOTE:

ditchline is required.

Construct mirror image of outlet pipe(s) where draining to the[1]

granular backfill.

collector pipe, outlet pipe, rodent screen, geotextile, and

Standard underdrain system includes trench subexcavation, requirements and minimize disturbances.

Skew outlet pipe as directed by the CO to meet pipe slope

Install outlet pipes to drain at a minimum 0.5% slope.

trench limits before excavating outlet trenches.

Conserve 2-inches of existing topsoil layer within outlet

LEGEND:

Existing ground

Bottom of subexcavation

Outlet pipe subexcavation trench

Bottom of pipe (6" dia.)

collector

Perforated

Subgrade

136+50 to 137+50 LT

SUBEXCAVATION AND BACKFILL SECTION

HALF-WIDTH TYPE 2

m in

(subexcavation backfill)

Select borrow

Match existing pavement grade geotextile, class 1, type C

Separation-stabilization this sheet

See Detail A, method 2, 6" compacted depth

Roadway aggregate, geotextile, class 1, type C

Separation-stabilization

Granular backfill

18" 6" Outlet pipe

TRENCH SUBEXCAVATION

DETAIL A

subexcavation

Bottom of collector pipe

6" Perforated

(subexcavation backfill)

Select borrow

2.0%

Subgrade

2.0%

(Top of subexcavation trench)

Bottom of subexcavation

SUBEXCAVATION AND BACKFILL SECTION

HALF-WIDTH TYPE 1

Shoulder subgrade

6" compacted depth

Roadway aggregate method 2, 74+00 to 75+00 RT m in pavement grade

Match existing geotextile, class 1, type C

Separation-stabilization

Existing ground LC Subgrade

(subexcavation backfill)

Select borrow m in subexcavation

Bottom of

SUBEXCAVATION AND BACKFILL SECTION

HALF-WIDTH TYPE 2A

Match existing pavement grade method 2, 6" compacted depth

Roadway aggregate, 66+50 to 67+50 LT

COLLECTOR AND OUTLET PIPE PLAN

P r o fi le g r a d e

Subexcavation trench

(Mirror image for ditch RT)

(see Notes 1 and 2)

[1]Outlet pipe

2.0% (min.) slope

D it h li e

Bottom of subexcavation

Shoulder subgrade

SUBEXCAVATION AND BACKFILL SECTION

TYPE 1

m in

49+00 to 51+00

45+75 to 47+75

29+50 to 30+50

110+50 to 112+00

109+00 to 109+50

105+50 to 107+50

12" pavement grade

Match existing

Subgrade method 2, 6" compacted depth

Roadway aggregate

(subexcavation backfill)

Select borrow geotextile, class 1, type C

Separation-stabilization

WITH RODENT SCREEN

OUTLET PIPE END DETAIL

Outlet pipe

Hose clamp

Wire mesh

"4 1" x 4

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it or

TURNOUT SECTION

C.6

STATE PROJECT

NUMBER

SHEET

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 f.

d g n

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

See Typical Section, Sheet C.2

11'

Turnout

Varies turnout grade

Match existing

Varies

TURNOUT SECTION

12+55.11 to 13+81.99

Roadway aggregate, method 2

SHEET 1 of 2

DETAILS

SHOULDER STABILIZATION

REINFORCED

C.7

STATE PROJECT

NUMBER

SHEET

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 g .d g n

OR WALLOWA 4602(1)

J u ly

P a r k

G a r ic h

C h e c k e d b y

D e s ig n e d b y

Conserve transition ramp material ramp material

Conserve transition

NO SCALE

form course 18" Welded wire

12" Bottom course

Extend lap to back of excavation

Hardware cloth

Conserved backfill

FOOTNOTE:

4' Lap (min.)

Finished slope

1'-0"

Excavation line

Existing pavement grade

SECTION A-A

Geogrid, stabilization

NOTE:

See Section B-B

SECTION B-B

S T

A B I L I Z

A T

O N P

A Y L I

M I T S

R E I N

F O

R C

E D S

H O

U L

D E

REINFORCED SHOULDER STABILIZATION AREA

areas are suitable as conserved backfill.

Materials excavated from reinforced shoulder stabilization1.

A A

LC LC

Varies 6.5' - 12.5'

Varies 7.7' - 13.7'

Varies 5.5' - 11.5'

S H

O U

L D

E R

B E

G I N R

E I N

F O

R C

E M

E N

S T

A B I L I Z

A T I O

S T

A B I L I Z

A T I O

S H

O U

L D

E R

E N

D R

E I N

F O

R C

E M

E N

Reinforced shoulder stabilization pay limits m in m in both courses

Select granular backfill, Shoulder subgrade

Geogrid, (Reinforcement, type 2)

Excavation limits Excavation limits

Transition ramp Transition ramp stabilization area

Reinforced shoulder Transition ramp

Transition ramp of pavement

Existing edge of pavement

Existing edge

Construct finished slope no steeper than 1:1.25.[2] backfill.

Cover geogrid reinforcement with 4-inch depth select granular[1] existing pavement

Top of

[2]

Varies

C to C spacing (max.)

Support struts 24"

Match existing slope

Welded wire form, see Sheet C.8

4 x 4 - W4.0 x W4.0

(min.)

1'-6" o f p a v e m e n t

E x is ti n g e d g e method 2, 6" depth

Roadway aggregate, 7' or 13' e e t a b le o r

S h e e t

C .1

Match existing pavement grade

Reinforced Shoulder Stabilization Detail on Sheet C.7.

Hardware cloth not shown. Install hardware cloth according to[10]

Shoulder Stabilization Detail on Sheet C.7.

Geogrid lap is not shown for clarity. Lap according to Reinforced[9]

Except at curve sections where overlapping is allowed.[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.7 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.8

STATE PROJECT

NUMBER

SHEET

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 h .d g n

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

SHEET 2 OF 2

DETAILS

SHOULDER STABILIZATION

REINFORCED

WELDED WIRE FORM

FOOTNOTE:

Longitudinal wires

Reinforcement length

Top of form

96"

30"

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

Machine (roll)

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

Bottom course

REINFORCEMENT LAYOUT

SHOULDER STABILIZATION

3' min.

AND FORM RETURN DETAIL

SHOULDER STABILIZATION FORM COURSE

[8]Butt geogrid, no overlap

[1]Transverse wires

[5] [2]spaced 24" C. to C. (max.)

No. 4 wire support struts

[6]

[9]Geogrid, reinforcement

[10](see detail this sheet)

Welded wire form

[3]welded wire forms

Connect adjacent

[7] [3]facing to form return

Connect form form return

Welded wire

Geogrid, reinforcement, type 2

[4]

Geogrid, reinforcement, type 2 length (L)

PLAN

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

quantity.

Topsoil to be conserved is also included in roadway excavation [1]

95419

42154215

5 4260

El=4215.572

E=9082658.557

N=628513.294

See Sheet E.5 for dimensions type 2, concrete, 12" depth

Construct curb and gutter, 16+00 to 16+27, LT

+4.06 80%

80' VC

K = 54

+5.5

+1.9723%

120' VC

K = 34

SSD = 362'

POT 1

.45

PC 11+97.49

P C

P T

CONNECTION DETAIL

+1.9723%

Min. low chord elev. = 4193.0

Bridge

CONNECTION DETAIL

CUYD

EXC.

CUYD

EMB.

17+5015+0012+5010+00 p a v e m e n t

M a tc h p r o p o s d

BRIDGE CONNECTION DETAIL

11+12.03 or 11+74.20 xx xx

Curve= C400

R= 150.00'

T= 58.81'

Curve= C401

R= 300.00'

T= 69.23'

D.2

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= 0.040

L= 136.08' e= 0.040

L= 112.09'

CenturyLink

Klamath Falls, OR 97603

2980 Crosby Avenue

Engineer-

Mr. Alex Jaunzems

Frontier Communications

(503) 350-2355

Beaverton, OR 97005

4650 SW Betts Avenue

FOOTNOTE:

See Sheet D.1 for Stationing[1]

POWER-

TELEPHONE-

See detail, Sheet I.5 obliteration, method 2.

Perform roadway

UTILITY CONTACTS

NOTE:

10+40.45

OR WALLOWA 4602(1)

Profile grade

El.= 4193.681

E=9082640.640

N=629024.185

Existing ground

See Typical Section

Construct turnout

Proposed edge of pavement

Existing edge of pavement

Construct right-turn lane (See Section E)

11+12.03 to 11+74.20

(See Section G)

Proposed bridge

RECONSTRUCTION

END

REHABILITATION

BEGIN

16+25.00 p ip e c u lv e r t

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

R e m o v e e x is ti n g p a v e m e n t

M a tc h e x is ti g

569 255

Creek

Existing edge of pavement pavement

Existing

See Typical SectionSee Typical Section

Sheet C.2

Reconstruction

Sheet C.3

Rehabilitation

LEGEND:

Shoulder stabilization

Subexcavation

16+25.0010+40.45

Proposed edge of shoulder

Match proposed right turn lane

Line to be constructed

Slope stake limits

Existing edge of shoulder

See Typical Section

.0 o

Driveway approach symbol

Type Mainline station stake limits

Slope

[1]structure transition railing, LT

Install guardrail, terminal and

[1]structure transition railing, RT

Install guardrail, terminal and ditch, method A, class 1

Construct riprap

13+10 to 14+55, RT

Roadway obliteration

[1]Remove existing fence (typ.)

Install fence, at end of curb)

(slope protection method A, class 2

Place riprap, Riprap

Tack coat

S e e H

S h e e ts f o r d e ta il s a n d p r o te c ti v e a p r o n a t o u tl e t.

w it h r ip r a p h e a d w a ll s

I n s ta ll p ip e c u lv e r t a t o u tl t.

e H

S h e e ts f o r d e ta il s h e a d w a ll s a n d p r o te c ti v e a p r o n

I n s ta ll p ip e c u lv e r t w it h r ip r a p

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

Sheet C.2

Reconstruction

Sheet C.2

Reconstruction

Proposed bridge deck

See Sheets I.1-3 for details

See Sheets I.1-3 for details details

See Sheet H.9 for

RECONSTRUCTION

BEGIN PROJECT

15 2

Little Sheep and locations.

Right-of-way Plans for permanent and construction easement boundary description

Refer to Wallowa Mountain Loop Road Reconstruction OR WALLOWA 4602(1) and do not include topsoil.

Excavation and embankment volumes have not been adjusted for shrink / swell, 16003CP

16002

P C

42054205 4205 42104210

42104210

42154215

42204220

4225422

42254225 42254225

42254225

423042304230

4230423042304230

42354235

42354235 42354235

42404240

4245 42504250

42504250

425042504250 42504250

42604260

42604260426042604260

4265 42704270

42804280 42804280

42854285

5 4290

42904290

54295

429542

43004300

43054305

43104310

10 4315

43154315

4315431

15 4320

43204320

4320432

54325

43254325

04330

43304330

433043304330

4335433

43354335

4335433

0 4340

434543

43454345

43504350

4355 4355

5 4355

43604360

4360 4360

42454245

42504250

42554255

4260426042604260

426542654265

42704270

427042704270

42704270

42754275

427542754275

42754275

42804280

42854285

42904290

42954295

43004300

430043004300

43054305

43104310

43154315

43204320

43254325

43304330

43504350

4355435

43604360

43704370

43754375

4380 4380

4385 4385 4385

4390 4390

4395 4395

4400 4400

4400 4405

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

16+00 to 45+00

PLAN AND PLAN

N N

R= 1,350.00'

T= 160.28'

R= 600.00'

T= 9.31'

Curve= C203

Curve= C204

R= 1,200.00'

T= 27.37'

Curve= C205

R= 6,000.00'

T= 57.21'

Curve= C206

LEGEND:

D.3

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

Curve= C202 D

R= 6,000.00' T= 138.96'

Curve= C203

R= 1,350.00'

T= 160.28' e= Match exist.

L= 277.87' e=- Match exist.

L= 319.07' e= Match exist.

L= 18.62' e= Match exist.

L= 54.73' e= Match exist.

L= 114.42'

16005

16004

16006

16007 16008

RECONSTRUCTION

END

REHABILITATION

BEGIN

16+25.00

Line to be constructed

Existing edge of shoulder

Existing edge of pavement

Existing edge of shoulder

Existing edge of pavement

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

428042804280

42804280

428542854285

4290429

42954295

4295429542954295

4300430043004300

430543054305

431043104310

431543154315

4320432

43254325

4325 43304330

43304330

4330 4335

43354335

4335433

43404340

43454345

54345434

4345 4350

43504350

43554355

43604360

43654365

4365436

43704370 437043704370

43704370

4375437

43754375

4380 4380

4385 4385

4385 4385 4385

4385 438

5 4385

43854390 439

4390 4390

43904395

4395 4395

4400 4400

44004405

4405 4405

440544054405

44104410

54415

4430 4

5 4310

0 4315

43254325

43304330

43354335

4335433543354335

434043404340

4340434043404340

434543454345

4345434543454345

43504350

43554355

4355435543554355

43604360

43654365

4365436543654365

43704370

43754375

4380 4380 4380

4380 4380

54385

4385 4385 4385

4390 4390

4390 4390 4390

4395 4395

4395 4395 4395

4400 4400 4400

4405 4

4410 4410

4410 4410 4410 4410

104415

4415 4415

4420 4420

0 44

4425 4425

4435 4435 44

4435 4435

4445 4445

4450 4450 445

4450 4450

4455 4455

4460 4460 4460

4460 44

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

45+00 to 75+00

PLAN AND PLAN

R= 1,500.00'

T= 66.60'

Curve= C207

R= 3,000.00'

T= 44.89'

Curve= C208

R= 2,700.00' T= 176.74'

Curve= C209

R= 1,200.00'

T= 69.51'

Curve= C210

R= 6,000.00'

T= 135.38'

Curve= C211

R= 900.00'

T= 62.67'

R= 900.00'

T= 62.67'

L= 125.13'

Curve= C212

LEGEND:

D.4

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 133.10' e= Match exist.

L= 352.98' e= Match ecxist.

L= 138.87' e= Match exist.

L= 270.71' e= Match exist.

L= 125.13' e= Match exist.

L= 89.77'

16009

16010

16011

16012

16013

16014

16015

Line to be constructed

Existing edge of pavement

Existing edge of shoulder

Proposed edge of shoulder

Existing edge of pavement

Existing edge of shoulder

Proposed edge of gravel shoulder

A 74+

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

POT 50

2+00.0

POT 51

0+00.0

43854385

4395439543954395

44004400

44054405

44104410

441544154415

44154415

44204420

44254425

44304430

4435443544354435

44354435

4440444044404440

44404440

4445444544454445

44454445

4450445044504450

44504450

4455445544554455

44554455

446044604460

44604460

4465446544654465

44654465

4470447044704470

44704470 4475 4475

4475 4475

4475 4475 4475 4475

4480 4480

4480 4480 4480 4480

4485 4485

4485 4485 4485 4485

4490 4490

4490 4490 4490

4495 4495

4495 4495 4495

4500 4500

4500 4500 4500 4500

4505 4505

4505 4505 4505

4510 4510 4510

4515 4515

4515 4515 4515

4520 4520

4530 4530

43604360

43754375

43804380

43854385

43904390

43954395

440044004400

44004400

44054405

44104410

441044104410

441544154415

44204420

442544254425

44354435

443544354435

44354435

44404440

44454445

444544454445

44454445

44504450

44554455

445544554455

44654465

44704470

447044704470

44704

4475 4475

4480 4480 4480

4480 4480

4485 4485

4500 4500

45054 f t

WALLOWA MOUNTAIN L

OOP ROAD

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

75+00 to 105+00

PLAN AND PLAN

R= 900.00'

T= 121.09'

Curve= C213

R= 900.00'

T= 13.85'

Curve= C214

T= 93.63'

R= 6,000.00'

Curve= C215

R= 9,000.00'

T= 132.21'

Curve= C216

R= 9,000.00'

T= 132.21'

Curve= C216

T= 157.03'

R= 3,000.00'

Curve= C217 D

R= 2,700.00' T= 167.94'

Curve= C218

LEGEND:

D.5

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 240.74' e= Match exist.

L= 187.25' e= Match exist.

L= 313.77' e= Match exist.

L= 335.46' e= Match exist.

L= 27.69' e= Match exist.

L= 264.40' e= Match exist.

L= 264.40'

16019

1601816017

16015

16016

16020

Line to be constructed

Existing edge of shoulder

Existing edge of pavement

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement edge of pavement

Existing

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

16021

44304430

44354435

444044404440

44404440

44454445

44504450

4455445

445544554455

44604460 44604460

446544654465

44704470

447044704470

4475 4475 4475

4475 4475

4480 4480

4485 4485 4485

4485 4485

4490 4490

4490 44

4490 4490

4495 4495

95 4495 4495

4500 4500 4500 4500

4505 4505

10 4510

4515 4515

4520 4520

45254530

4530 4530

4535 4535

4535 4535 4535

4540 4540

0 4540

4545 4545 4545

4545 4545

4550 455

45504550 4550

4555 45

4560456

0 4455

5 44

44704470

44754475

4475 447

44954495

54495

4495 4495

45154515

4515 4515

45204520

4525 4525

45304530

4530 4530 4

45354535

45404540

45454545

45504550

45554555

4555 4

45604560

45654565

45704570

45754575

45804580

45854585

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

0 P

P C

105+00 to 135+00

PLAN AND PLAN

N D

R= 1,200.00'

T= 160.81'

Curve= C219

R= 1,200.00'

T= 43.00'

Curve= C220

R= 1,200.00'

T= 29.36'

Curve= C221

R= 1,200.00' T= 43.92'

Curve= C223

R= 1,200.00'

T= 76.08'

Curve= C222

R= 900.00'

T= 21.79'

Curve= C225

R= 600.00'

T= 30.20'

Curve= C226

R= 1,200.00'

T= 100.83'

Curve= C227

R= 1,500.00'

T= 180.23'

Curve= C228

LEGEND:

D.6

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 319.71' e= Match exist.

L= 85.95' e= Match exist.

L= 151.95' e= Match exist.

L= 87.79' e= Match exist.

L= 58.70' e= Match exist.

L= 43.57' e= Match exist.

L= 60.35' e= Match exist.

L= 201.18' e= Match exist.

L= 358.74'

16024

16023

16025

16026

16022

Line to be constructed

Existing edge of pavement

Existing edge of shoulder

A C

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

448544854485

44904490

449544954495

45004500

4505450545054505

45054505

451045104510

45104510

45154515

4520452045204520

45254525

45304530

453545354535

45404540

45454545

45504550

45554555

45604560

45654565

45704570

45754575

45804580

45854585

4600460

46054605

4615 4615

46204

4510 4515

45154515

45204520

45254525

4525 4

45354535

45404540

45504550

45554555

45604560

45654565

457045704570

45704570

457545754575

45754575

45804580

45854585

45904590

45954595

46004600

46054605

46104610

46154615

46204620

4635 4635

4640 4640

4645 4645

4650 4650

4670 4670

4680 4680

4690 4690

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

135+00 to 165+00

PLAN AND PLAN

R= 1,500.00'

T= 180.23'

Curve= C228 D

R= 1,800.00'

T= 108.61'

Curve= C229

R= 600.00'

T= 72.32'

Curve= C231

R= 3,000.00'

T= 103.59'

Curve= C232

R= 600.00'

T= 17.90'

Curve= C233

R= 1,200.00'

T= 87.97'

Curve= C234

R= 1,200.00'

T= 29.13'

Curve= C235

R= 1,200.00'

T= 51.17'

Curve= C236

R= 1,200.00'

T= 92.56'

Curve= C237

LEGEND:

D.7

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 358.74' e= Match exist.

L= 216.95' e= Match exist.

L= 143.94' e= Match exist.

L= 207.09' e Match exist.

L= 35.79' e= Match exist.

L= 175.63' e= Match exist.

L= 58.25' e= Match exist.

L= 102.27' e= Match exist.

L= 184.74

16028

16031

16033

16029

16030

16031

16027

Line to be constructed

Existing edge of pavement

Existing edge of shoulder

Line to be constructed

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

Standard underdrain system

See Section C for

A C

P C

45854585

45954595 45954595

46004600

460546054605

461046104610

46104610

46154615

46204620

46254625

463046304630

46304630

46354635

46404640

46454645

46504650

465546554655

46604660

4665 4665

4670 4670

4670 4670 4670

4675 4675

4675 4675 4675 4675

4680 4680 4680

4685 4685 4685

4690 4690

4690 4690 4690

4695 4695

4695 4695 4695

4700 4700 4700

4705 4705 4705 4705

4710 4710 4710

4715 4715

4715 4715 4715

4720 4720

4730 4730

47404

4570457045704570

45754575 45754575

45804580

4585458545854585 45854585

45854585

45904590

4595459

45954595

460046004600

46004600

460546054605

46054605

461046104610461046104610

46104610

46154615

46204620

54625462546254625

46254625

463046304630

46304630

4635 4635

4635 4635 4635 4635

54640

4640 4640

0 4

4645 4645

4650 4650 4650 465

554655 4655

4655 4655

4660 4660

4665 4665

4670 4670 4670

4675 4675

4680 4680

4685 4685 4685

4690 46904690

P C

P T

5 P

P T

P C

P T

P C

P T

P C

P T

P C

P T

165+00 to 195+00

PLAN AND PLAN

R= 1,200.00'

T= 34.04'

R= 1,200.00'

T= 22.84'

Curve= C238

Curve= C239

R= 1,500.00'

T= 93.06'

Curve= C240

R= 650.00'

T= 117.70'

Curve= C241

R= 600.00'

T= 122.04'

Curve= C242

R= 900.00'

T= 78.66'

Curve= C243

R= 1,650.00'

T= 343.20'

Curve= C244LEGEND:

D.8

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 68.05' e= Match exist.

L= 45.67' e= Match exist.

L= 185.88' e= Match exist.

L= 232.87' e= Match exist.

L= 240.79' e= Match exist.

L= 156.92' e= Match exist.

L= 676.75'

16033

16036

16037

16038

16034

16035

7 2

Line to be constructed

Existing edge of pavement

Existing edge of shoulder

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Do Not Disturb

"We Love You Rachel"

Memorial cross

172+37, 26' LT

Clean culvert in place

16043

46754675

46804680

46904690

46954695

47004700

004700

47004700

47054705

47104710

471547154715 47154715

47154715

47204720

472047204720

4725472547254725

47254725

473047304730

47354735 47354735

47354735

47404740

47454745

47504750

475047504750

47554755

04760

47604760

47654765

4770 4775

47754775

478047

5 4785

4800 4800

46604660

04660

46654665

46704670

46754675

46954695

47004700

4700 4700

47154715 4715

4720 4720 f t

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

195+00 to 225+00

PLAN AND PLAN

N N

R= 1,500.00'

T= 101.13'

Curve= C245

R= 1,800.00'

T= 16.23'

Curve= C246

R= 300.00'

T= 71.74'

Curve= C247

R= 450.00'

T= 125.19'

Curve= C248

R= 1,200.00'

T= 138.91'

Curve= C249

R= 900.00'

T= 99.46'

Curve= C250

R= 900.00'

T= 58.85'

Curve= C251

R= 600.00'

T= 40.19'

Curve= C252

R= 1,200.00'

T= 95.24'

Curve= C253

R= 1,200.00'

T= 106.79'

Curve= C254

LEGEND:

D.9

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 201.96' e= Match exist.

L= 32.47' e= Match exist.

L= 140.83' e= Match exist.

L= 244.20' e= Match exist.

L= 276.60' e= Match exist.

L= 198.12' e= Match exist.

L= 117.54' e= Match exist.

L= 80.26' e= Match exist.

L= 190.09' e= Match exist.

L= 213.01'

16044

16045

16039

16040

16041

16042

Line to be constructed

Existing edge of shoulder

Existing edge of pavement

B 1

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

16050

16051

0 4 047054705

47254725

47354735

47404740

474547454745

47454745

47504750

47554755 47554755

47554755

47604760

47654765

47704770

47754775

47804780

4780 4

4785 4785

4790 4790 4790

4790 4790

4795 4795

4800 4800

4805 4805

4805 4805 4805

4805 4805

4820 4820

4825 4825 4825 4825 4825

4830 4830

4830 4830 4830

4835 4835

4835 4835 4835

4840 4840

4845 4845

4850 4850 4850 4850

4855 4855 4855 4855

4860 4860 4860 4860 4860 4860

4860 4865

4865 4870

0 4775

47754775

4795 4795

4800 4800

4805 4805

4810 4810 4810

4815 4815

4830 4830

4840 4840

4880 4880

4910 4910

4920 49204 f t

WALLOWA MOUNTAIN LOOP ROAD

P T

P C

P T

P C

5 P

P C

P T

P C

0 P

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

225+00 to 255+00

PLAN AND PLAN

R= 1,200.00'

T= 106.79'

Curve= C254

R= 6,000.00' T= 33.49'

Curve= C255

R= 1,200.00'

T= 49.11'

Curve= C256

R= 1,200.00'

T= 24.74'

Curve= C257

R= 900.00'

T= 84.42'

Curve= C258

R= 900.00'

T= 25.38'

Curve= C259

R= 1,200.00'

T= 62.75'

Curve= C260

R= 450.00'

T= 70.97'

Curve= C261

R= 600.00'

T= 32.91'

R= 600.00'

T= 23.02'

Curve= C262

Curve= C263

LEGEND:

D.10

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 213.01' e= Match exist.

L= 66.98' e= Match exist.

L= 98.17' e= Match exist.

L= 168.35' e= Match exist.

L= 49.48' e= Match exist.

L= 50.74' e= Match exist.

L= 125.38' e= Match exist.

L= 140.79' e= Match exist.

L= 65.76' e= Match exist.

L= 46.03'

16046

16047

16048

16049

Line to be constructed

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

Clean culverts in place

4790 4

4805 4805

4810 4810

48104810

4815 4815

4820 4820

4825 4825

4830 4830

4835 4835

4835 4835 4835 4835

4840 4840

4845 4845

4850 4850

4850 4850 4850 4850

4855 4855

4855 4855 4855 4855

4860 4860

4865 4865

4870 4870

4870 4870 4870

4870 4870

4875 4875

4875 4875 4875

4875 4875

4880 4880

4880 4880 4880

4880 4880 4880 4880

4885 4885 4885

4885 4885 4885 4885

4890 4890 4890

4890 4890

4895 4895 4895

4900 4900 4900 4900

4900 4900

4905 4905

4910 4910 4910 4910 4910 4910

4910 4910

4915 4915 4915 4915

4915 4915

4915 4915 4915

4920 4920 4920 4920 4920 4920

4920 4920

4925 4925 4925 4925 4925

4925 4925

4930 4930 4930 4930

4930 4930 4930

4935 4935 4935 4935 4935

4935 4935

4940 4940 4940

4945 4945

49504950

4845 4

4855 4855

4860 4860 4860

4865 4865

4880 4880

4885 4885

WALL

OWA M

OUNTAIN

LOOP R

OAD

P C

P T

P C

P T

P C

P T

P C

5 P

P C

P T

255+00 to 272+68.69

PLAN AND PLAN

R= 1,200.00'

T= 12.31'

Curve= C266

R= 900.00'

T= 71.01'

Curve= C265

R= 450.00'

T= 109.36'

Curve= C264 e= 0.040

L= 214.56'

R= 1,200.00'

T= 54.35'

Curve= C267

R= 900.00'

T= 125.63'

Curve= C268

CONNECTION DETAIL

LEGEND:

D.11

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y e= Match exist.

L= 141.72' e= Match exist.

L= 24.62' e= Match exist.

L= 108.62' e= Match exist.

L= 249.64'

16055

16054

16053

16052

Line to be constructed

Existing edge of shoulder

Existing edge of pavement

Existing edge of shoulder

Existing edge of pavement

END PROJECT

END REHABILITATION

272+68.69

OR WALLOWA 4602(1)

El=4845.75

E=3079789.963

N=603530.295

Line to be constructed p a v e m e n t

M a tc h e x is ti g

Saw cut vertically and tack

9Sheet C.3

Rehabilitation, A

265+

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

See Typical Section 10'

Clean culvert in place

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16001 629326.226 9083018.594 4180.340 N45°20'29.80303" W117°04'22.15377" 4129.37 0.999702182 5/8" IR w/fhwa Alum Cap 1.

16002 628979.787 9082511.624 4200.870 N45°20'26.59756" W117°04'29.45129" 4149.9 0.999701156 5/8" IR w/fhwa Alum Cap

16003 628665.367 9082717.244 4211.700 N45°20'23.40968" W117°04'26.76157" 4160.73 0.999700593 5/8" IR w/fhwa Alum Cap

16004 628260.175 9082505.410 4220.350 N45°20'19.50103" W117°04'29.96522" 4169.38 0.999700125 5/8" IR w/fhwa Alum Cap

16005 627712.524 9082178.563 4227.430 N45°20'14.23508" W117°04'34.86205" 4176.46 0.999699712 5/8" IR w/fhwa Alum Cap

16006 627183.047 9081924.954 4238.520 N45°20'09.11773" W117°04'38.72343" 4187.55 0.999699111 5/8" IR w/fhwa Alum Cap

16007 626673.650 9081775.384 4257.640 N45°20'04.15495" W117°04'41.11751" 4206.67 0.999698129 5/8" IR w/fhwa Alum Cap

16008 626154.996 9081617.751 4269.690 N45°19'59.10419" W117°04'43.62973" 4218.72 0.999697484 5/8" IR w/fhwa Alum Cap

16009 625618.542 9081449.106 4279.380 N45°19'53.88243" W117°04'46.30639" 4228.41 0.99969695 5/8" IR w/fhwa Alum Cap

16010 625116.587 9081365.224 4287.400 N45°19'48.96556" W117°04'47.77698" 4236.44 0.9996965 5/8" IR w/fhwa Alum Cap

16011 624604.794 9081238.634 4300.060 N45°19'43.96948" W117°04'49.85063" 4249.1 0.999695828 5/8" IR w/fhwa Alum Cap

16012 624191.516 9081194.432 4312.030 N45°19'39.91085" W117°04'50.71360" 4261.08 0.999695202 5/8" IR w/fhwa Alum Cap

16013 623822.925 9081185.257 4323.630 N45°19'36.27843" W117°04'51.06021" 4272.68 0.9996946 5/8" IR w/fhwa Alum Cap

16014 623382.727 9081195.941 4337.600 N45°19'31.93129" W117°04'51.17148" 4286.66 0.999693876 5/8" IR w/fhwa Alum Cap

16015 622921.022 9081227.078 4351.350 N45°19'27.36343" W117°04'51.00946" 4300.42 0.99969316 5/8" IR w/fhwa Alum Cap

16016 622522.265 9081301.165 4359.700 N45°19'23.39863" W117°04'50.20954" 4308.78 0.999692709 5/8" IR w/fhwa Alum Cap

16017 622021.981 9081242.489 4374.100 N45°19'18.48769" W117°04'51.32634" 4323.19 0.999691958 5/8" IR w/fhwa Alum Cap

16018 621517.702 9081231.210 4387.940 N45°19'13.51755" W117°04'51.78267" 4337.04 0.999691234 5/8" IR w/fhwa Alum Cap

16019 620950.628 9081169.705 4403.300 N45°19'07.94888" W117°04'52.97849" 4352.41 0.99969043 5/8" IR w/fhwa Alum Cap

16020 620420.724 9081103.526 4414.090 N45°19'02.74886" W117°04'54.21759" 4363.2 0.99968985 5/8" IR w/fhwa Alum Cap

16021 619940.082 9080943.123 4418.280 N45°18'58.07417" W117°04'56.74497" 4367.4 0.999689591 5/8" IR w/fhwa Alum Cap

16022 619389.529 9080889.121 4424.930 N45°18'52.66534" W117°04'57.82588" 4374.06 0.999689207 5/8" IR w/fhwa Alum Cap

16023 618921.033 9080905.872 4438.680 N45°18'48.03648" W117°04'57.86890" 4387.82 0.999688494 5/8" IR w/fhwa Alum Cap

16024 618425.964 9080992.073 4446.330 N45°18'43.11648" W117°04'56.95662" 4395.48 0.999688069 5/8" IR w/fhwa Alum Cap

16025 617921.723 9081008.001 4459.280 N45°18'38.13533" W117°04'57.03232" 4408.45 0.999687391 5/8" IR w/fhwa Alum Cap

16026 617400.942 9081041.018 4473.890 N45°18'32.98387" W117°04'56.87889" 4423.07 0.999686632 5/8" IR w/fhwa Alum Cap

16027 616882.839 9081145.645 4489.060 N45°18'27.82892" W117°04'55.72272" 4438.25 0.999685847 5/8" IR w/fhwa Alum Cap

16028 616354.187 9081125.942 4501.140 N45°18'22.62182" W117°04'56.31102" 4450.35 0.99968521 5/8" IR w/fhwa Alum Cap

16029 615828.020 9081017.713 4514.930 N45°18'17.47620" W117°04'58.13541" 4464.15 0.999684492 5/8" IR w/fhwa Alum Cap

16030 615309.593 9080996.022 4532.800 N45°18'12.37080" W117°04'58.74537" 4482.03 0.999683581 5/8" IR w/fhwa Alum Cap

16031 614807.410 9080995.570 4550.620 N45°18'07.41678" W117°04'59.04878" 4499.86 0.999682675 5/8" IR w/fhwa Alum Cap

16032 614300.564 9080929.331 4564.860 N45°18'02.44422" W117°05'00.27456" 4514.11 0.99968194 5/8" IR w/fhwa Alum Cap

16033 613803.738 9080905.086 4573.250 N45°17'57.55298" W117°05'00.90734" 4522.51 0.999681485 5/8" IR w/fhwa Alum Cap

16034 613310.311 9080921.018 4581.800 N45°17'52.67850" W117°05'00.97648" 4531.08 0.999681023 5/8" IR w/fhwa Alum Cap

16035 612790.558 9080856.794 4590.300 N45°17'47.57776" W117°05'02.18159" 4539.59 0.999680562 5/8" IR w/fhwa Alum Cap

16036 612353.475 9080621.919 4602.050 N45°17'43.36380" W117°05'05.72305" 4551.35 0.999679956 5/8" IR w/fhwa Alum Cap

16037 611859.290 9080583.000 4612.250 N45°17'38.50472" W117°05'06.55919" 4561.56 0.999679417 5/8" IR w/fhwa Alum Cap

16038 611361.634 9080562.905 4623.460 N45°17'33.60354" W117°05'07.13423" 4572.79 0.99967883 5/8" IR w/fhwa Alum Cap

16039 610892.661 9080393.382 4636.080 N45°17'29.04766" W117°05'09.78080" 4585.42 0.99967818 5/8" IR w/fhwa Alum Cap

16040 610399.184 9080307.496 4657.080 N45°17'24.21515" W117°05'11.27278" 4606.44 0.999677129 5/8" IR w/fhwa Alum Cap

PROJECT : Wallowa Mountain Loop Road

DATE OF FIELD WORK : 8/2016-10-2016

PROJECT UNITS : Coordinates International foot, elevation US Survey Feet COORDINATE SYSTEM : Oregon North SPCS NAD83 (2011)

EPOCH DATE :2010.0000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID12b

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.

M yF ile s\

Pr oj ec ts

\O re go n\

W al lo w a\ [O

R W

O W

1) _c on tr ol sh ee t.

xl sx

]S he et

-M ay

-2

M D

J& A

D J&

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.12

SHEET

NUMBER

WALLOWA 4602(1)OR

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16041 610001.080 9080066.427 4669.020 N45°17'20.38822" W117°05'14.87720" 4618.38 0.99967652 5/8" IR w/fhwa Alum Cap 1.

16042 609603.009 9079985.025 4679.330 N45°17'16.49503" W117°05'16.24999" 4628.7 0.999675989 5/8" IR w/fhwa Alum Cap

16043 609250.242 9079874.547 4687.730 N45°17'13.06090" W117°05'18.00232" 4637.11 0.999675553 5/8" IR w/fhwa Alum Cap

16044 608775.979 9079784.137 4700.590 N45°17'08.41979" W117°05'19.54588" 4649.98 0.999674893 5/8" IR w/fhwa Alum Cap

16045 608274.634 9079674.020 4717.640 N45°17'03.51971" W117°05'21.38076" 4667.05 0.999674032 5/8" IR w/fhwa Alum Cap

16046 607803.203 9079564.950 4731.610 N45°16'58.91430" W117°05'23.18326" 4681.03 0.99967332 5/8" IR w/fhwa Alum Cap

16047 607292.366 9079506.656 4744.610 N45°16'53.89896" W117°05'24.29938" 4694.04 0.999672652 5/8" IR w/fhwa Alum Cap

16048 606761.523 9079428.385 4759.110 N45°16'48.69458" W117°05'25.70641" 4708.55 0.999671911 5/8" IR w/fhwa Alum Cap

16049 606231.169 9079500.151 4777.840 N45°16'43.43251" W117°05'25.01652" 4727.3 0.999670968 5/8" IR w/fhwa Alum Cap

16050 605808.600 9079468.950 4790.680 N45°16'39.27669" W117°05'25.70185" 4740.15 0.999670317 5/8" IR w/fhwa Alum Cap

16051 605563.462 9079410.622 4795.320 N45°16'36.88259" W117°05'26.66152" 4744.79 0.999670073 5/8" IR w/fhwa Alum Cap

16052 605144.255 9079347.929 4801.520 N45°16'32.77304" W117°05'27.78484" 4751 0.99966974 5/8" IR w/fhwa Alum Cap

16053 604657.029 9079510.297 4806.690 N45°16'27.89871" W117°05'25.80358" 4756.18 0.999669449 5/8" IR w/fhwa Alum Cap

16054 604138.162 9079622.346 4820.110 N45°16'22.73318" W117°05'24.54414" 4769.62 0.999668763 5/8" IR w/fhwa Alum Cap

16055 603681.324 9079790.601 4838.600 N45°16'18.15617" W117°05'22.46286" 4788.12 0.99966784 5/8" IR w/fhwa Alum Cap

16056 603308.449 9079821.093 4852.690 N45°16'14.46488" W117°05'22.25689" 4802.22 0.999667136 5/8" IR w/fhwa Alum Cap

16057 602764.769 9079899.767 4869.990 N45°16'09.06845" W117°05'21.47855" 4819.53 0.999666265 5/8" IR w/fhwa Alum Cap

PROJECT : Wallowa Mountain Loop Road

DATE OF FIELD WORK : 8/2016-10-2016

PROJECT UNITS : Coordinates International foot, elevation US Survey Feet COORDINATE SYSTEM : Oregon North SPCS NAD83 (2011)

EPOCH DATE :2010.0000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID12b

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.

M yF ile s\

Pr oj ec ts

\O re go n\

W al lo w a\ [O

R W

O W

1) _c on tr ol sh ee t.

xl sx

]S he et

-M ay

-2

M D

J& A

D J&

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.13

SHEET

NUMBER

WALLOWA 4602(1)OR

SURVEY CONTROL

Sheet 2 of 2

APPROACH ROAD

TABULATION OF

E.1

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

Quantity.

Topsoil to be conserved is also included in Roadway Excavation[1]

130+36, RT

124+57, RT

116+17, RT

111+46, RT

74+42, RT

64+55, RT

56+34, RT

37+12, RT

265+68, RT

246+66, RT

199+22, LT

197+17, RT

179+31, RT

161+21, RT

138+52, RT

602+18.72 to 603+71.13

TYPICAL SECTION

NO SCALE

FOOTNOTE:

[1] Width varies from 0-feet to 12-feet, from 602+18.72 to

602+60.72.

TYPICAL SECTIONS

APPROACH ROAD

E.2

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

1:4

1:4 1:

OR-350W

Existing ground

Tack coat (between lifts)

Placing topsoil

Proposed Right-Turn Lane

[1]12'

Shoulder

Traveled Lane, RT

13'

2% 2%

Existing driveway

Driveway apron

Varies

See Typical Section, Sheet C.3

Varies

E x is ti n g e d g e o f p a v e m e n t

Match overlay grade driveway grade

Match existing 6" depth (compacted) method 2, Roadway aggregate, RIGHT TURN LANE FROM OR-350W

DRIVEWAY APRON

Profile grade

Roadway aggregate, method 2, 8" depth

Turf establishment

Roadway aggregate, method 2

Asphalt concrete pavement, gyratory mix, 12 4" or 3 " nominal maximum size aggregate, 0.3 to < 3 million ESAL (type IV pavement roughness), 4" depth (placed in two equal lifts)

16002

-4.4709%

-3.3122%

70' VC

K = 60

P O

POT 10+25.45

PC 11+97.49

CUYD

EXC.

CUYD

EMB.

604+00603+00602+00

E.3

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c e n t

P a r k e r

C h e c k e d b y

D e s ig n e d b y

POT 10+25.45

Line to be constructed

Slope stake limits

Profile grade

Existing ground

El=4199.91

E=9082504.7144

N=628907.7156

El=4194.44

E=9082620.4568

N=629006.8687

BEGIN WORK

602+18.72

FROM OR-350W

RIGHT TURN LANE

END WORK

edge of shoulder

Proposed

Existing edge of pavement

Match mainline roadway

STATE ROUTE 350W

PROPOSED RIGHT TURN LANE

NOTE:

= 10+40.47, 26.593' RT (MAINLINE)

603+71.13

FROM OR-350W

RIGHT TURN LANE

edge of pavement

Proposed

See Section G bridge.

Proposed

Existing edge of gravel guardrail

Proposed

Proposed guardrail

See Section D roadway

Mainline boundary descriptions and locations.

for permanent and construction easement

OR WALLOWA 4602(1) Right-of-way Plans

Refer to Wallowa Mountain Loop Road and do not include topsoil.

have not been adjusted for shrink/swell, Excavation and embankment volumes

See Sheet E.2 for Typical Section.

P O

E.4

STATE PROJECT

NUMBER

SHEET

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

OR WALLOWA 4602(1)

J u ly

V in c…

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