Obligation Agreement

Page 1 of 2

OBLIGATION AGREEMENT

Property Owner/Grantor: Stimson Lumber Company, an Oregon corporation Taxlot: 01S10W-802 File Number: 001 In addition to the negotiated and accepted compensation of $227,951.79 and items acquired in the Permanent Right of Way Easement and the Temporary Construction Easement, Tillamook County agrees to:

• Construct four road approaches and mutually agreed approved gates adjacent the right of way alignment at station locations 332+62 LT & RT, 343+00 RT and 362+50 RT that will extend approximately 145 ft & 130 ft, 100 ft and 110 ft from the road centerline. (See attached Exhibit A for stationing locations.)

• To assist with cable logging operations and tail hold anchors. (See attached Exhibit A for

stationing locations.) County will install pipes under the roadway every 150 ft between stations 336+00 and 351+00 (inclusive).

It is understood and agreed that County’s performance of this agreement shall be a portion of the consideration for the concurrent real property transaction evidenced by the Right of Way Permanent Easement and the Temporary Construction Easement between the Grantor and Tillamook County. This document shall not be effective nor binding until the Grantor receive notice from Tillamook County, accepting the conveyance of the real property interests. Dated this _________ day of ________________________, 2021. Grantor: Stimson Lumber Company __________________________________ Daniel McFall, Chief Financial Officer and Chief Operating Officer (See following page for signatures and acceptance)

Page 2 of 2

Tillamook County Acceptance: Dated this _______ day of__________________, 2021. THE BOARD OF COMMISSIONERS FOR TILLAMOOK COUNTY, OREGON Aye Nay Abstain/Absent ______________________________ ___ ___ ______/_______ Mary Faith Bell, Chair ______________________________ ___ ___ ______/_______ David Yamamoto, Vice-Chair ______________________________ ___ ___ ______/_______ Erin D. Skaar, Commissioner ATTEST: Tassi O’Neil, APPROVED AS TO FORM County Clerk By.____________________________ ___________________________ Special Deputy Joel W. Stevens County Counsel

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY


U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

INDEX TO SHEETS

DESCRIPTIONNO.

SHEET

5-(x)

4

3

2

1

RIGHT-OF-WAY PLAN SHEETS

VICINITY MAP

TYPICAL SECTION

SYMBOLS & ABBREVIATIONS

TITLE SHEET

NUMBER

SHEET

1

R

EN

OR

AI

N

N

ST F

R

I

D

DEPA

T

NTOFT A SP

TT

O

UTE

ATESOAM

ERIC

A

M

STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 8

PA

CF

IC

IO

EC

AN

COLUMBIA RIV

ER

SN

AKE

RIV

ER

Lake

MalheurLake

Harney

Lake

Summer

DES

CH

UT

ES RIV

ER

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

ID

AH

O

CALIFORNIA

OREGON KEY MAP

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

199

395101

97

30

26

97

20

95

395

395197101

20 20

26

2626

5

5

84

82

84

205

NEVADA

N

Cape Meares Lighthouse Drive

Section 18

T. 1 S., R. 10 W., Willamette Meridian

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019

PACIFIC OCEAN

Lighthouse

Cape Meares

ekaL seraeM

ep

aC

TILLAMOOK BAY

Cape Meares

4th St

NW

Larson Creek

Project Location

LENGTH 1.697 MILES

OR TILLAMOOK B780(1)

CAPE MEARES ROAD RELOCATION

END PROJECT

TYPE OF CONSTRUCTION:

retaining walls, drainage

aggregate, paving, MSE walls,

Excavation, embankment, roadway

SPECIFICATION:

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

SCALE IN FEET

01000 1000 2000

RIGHT OF WAY PLANS FOR PROPOSED PROJECT

OREGON

TILLAMOOK COUNTY

CAPE MEARES NATIONAL WILDLIFE REFUGE

390+15.58

REFUGE

WILDLIFE

NATIONAL

CAPE MEARES

WN dR n

aeco

yaB

rD

er

oh

sy

aB

rD

er

oh

sy

aB

dR seraeM

STATE PARK

CAPE MEARES

Lighthouse Dr

Cape Meares

To Oceanside, Oregon

To State H

wy 131

To Tilla

mook, Oregon

Bayocean Dike Rd

To State Hwy 131

BEGIN PROJECT

299+30.00

rhagerty

Typewritten Text

EXHIBIT A

rhagerty

Typewritten Text

rhagerty

Typewritten Text

rhagerty

Typewritten Text

rhagerty

Typewritten Text

rhagerty

Typewritten Text

N

DI DI

wall face

T T

E

EL. 94.61 ft N

36 3631 31

1 1 6 6

15 15

22 22

161

SEC.

161

SEC.

400

BCAC IRIP PC

Cap

Alum.

Cap

Brass

Pipe

Iron

Rod

Iron

Cap

Plastic

Stone

GLO

WVGG W

NO SCALE

SYMBOLS AND ABBREVIATIONS

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NUMBER

SHEET

2

9:50 A

M

23 January 2

018





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

North Arrow

Miscellaneous Utility Features

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

Utility Colors and Designators

(Underground utilities are denoted by bars on either side of desiginator)

Underground Utilities

Overhead/Above Ground Utilities

Building

Underdrain

Box Culvert

Pipe Culvert with Drop Inlet

Pipe Culvert with Headwall

Pipe Culvert with End Section

Pipe Culvert (arrow shows flow)

Signs (single, double post; portable)

Retaining Wall

Cattleguard

Gate with Fence

Fence

Transition

Toe of Fill

Slope Stake Limits Top of Cut

Detour Centerline Not Applicable

Roadway Centerline

Construction Easement Not Applicable

Permanent Easement

Right-of-Way Line

PROPOSEDEXISTING

FM = force main, SA = sanitary sewer, SD = storm drain, SS = storm sewer,

P = power,

UP = transformer or junction box, EM = electric meter,

WF = water fountain

T = telephone pedestal, TV = CATV pedestal,

IRR = irrigation, W = water, STEAM = steam, G = gas, O = oil,

FO = fiber optic, T = telephone, TV = CATV

Spot Elevation; Coordinate Grid Tick

Indian Reservation Boundary

BLM Lands Boundary

National Wildlife Refuge Boundary

National Forest Boundary

National Park Boundary

City Boundary

County Boundary

State Boundary

National Boundary

Treeline

Individual Trees

Material Source

Type:

Survey Monument

Common Ownership

Parcel Number

Property Line w/Found Property Corner

Section Corner (Found, Projected)161

Section Line161

Section Corner (Found, Projected)41

Section Line41

Section Corner (Found, Projected)

Section Line

Township or Range Line

Gas & Water Meter; Gas & Water Valve

Intermittent Drainage or Small Creek

Edge of Water (OHW)

Large Creek or River

Spring or Seep

Lake, Pond or Reservoir; Marshland

Trail

Railroad

Existing Roadway (Road, Paved, Gravel)

Clearing Limits

appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

CUYD

culv.

CUFT

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D

exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.61 ft

e

E

ftg.

ft3

ft2

flg.

fin.

galv.

ga.

HW

hex.

hdwl.

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L

mon.

min.

MGAL

max.

matl.

M.P.

M.L.

NC

N

OG

OD

o. to o.

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT

reqd.

reinf.

rdwy.

R/W

R.

R

sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S

typ.

Ts

TS

thd.

TBM

T.

T

VPI

vph

V

W

yd3

yd2

spiral central angle

diameter

curve central angle

total central angle

approach

ahead

average daily traffic

abutment

bearing

bridge

balance point

bench mark

back

cubic yard(s)

culvert

cubic foot (feet)

centers

point of curve to spiral

continuous

construction joint

connection

concrete

column

corrugated metal pipe

clear

centerline

center to center

drawing(s)

distance

diaphragm

diagonal

diameter

design hourly volume

diameter

expansion joint

excavation

edge of water

edge of road

equation

edge of pavement

embankment

elevation

elevation with number

superelevation rate

east

footing

cubic foot (feet)

square foot

flange

finish

galvanized

gage (gauge)

high water

hexagon

headwall

joint

inside diameter

low water

left

length of spiral

lump sum

longitudinal

linear foot (feet)

latitude

lamination

length of curve

monument

minimum

thousand gallon

maximum

material

mile post

main line

normal crown

north

original ground

outside diameter

out to out

on center

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

route

right

required

reinforcement

roadway

right-of-way

range

radius

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

typical

tangent distance (spiraled curve)

point of tangent to spiral

thread

temporary bench mark

township

tangent distance

vertical point of intersection

vehicles per hour

design speed

west

cubic yard(s)

square yard

TYPICAL SECTION

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019





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

FOOTNOTE:

See Section 609 for anchoring methods.[5]

The field notes reflect the curve widening.

Apply half of the curve widening to both traveled ways.[4]

distance proportionally.

height dimension and reduce the front slope rounding

For cut heights less than "B" reduce "B" to the cut [3]

Construct slopes as shown in the Staking Report.[2]

indicated on the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as [1]

NO SCALE

1:4

Cut slope

(variable) 1:4

1:41:1.5

[2]

Existing ground

LC

Detail (typ.)

See Safety Edge

stake limit

Slope

Traveled way

11'

Traveled way

11'

2' Shldr.2' Shldr.

Slope stake limit

Rounded cut slope

2' Shldr.

(variable)

[2]

Fill slope

12" Select borrow

10'

10'

[1]2% [1]2%

Profile grade

Place in two equal lifts, tack between lifts

0.3 to 3 million ESAL, pavement roughness III

nominal maximum aggregate size,

-inch43-inch or 2

1gyratory mix,

4" Asphalt concrete pavement,

Cle

arin

g Limit

4"

2"

R = 1.5"

4"

Epoxy resin adhesive

R = 1.0"

See typical sections

CONCRETE CURB

TYPICAL PLACEMENT

CONCRETE CURB

Turf Establishment Limits

Turf Establishment Limits

ground

Existing

MAINLINE TYPICAL SECTION

for details

See Section R

Retaining wall

[5]

2'

Shldr.

type 2, class A wood posts

Guardrail system MGS,

1'

(min.)

(min.)

1'

See Section-J for locations

Concrete curb

Roadway excavation

Unclassified borrow

Contractor designed

Geofoam wall

321+34.95 to 322+96 (Left)

321+20 to 322+81.71 (Right)

SOLDIER PILE WALL SECTION

MAINLINE SHOULDER DETAIL

312+78.46 to 314+81.00

299+30 to 390+26

10'

Turf establishment limits

Cle

arin

g limit

Constr

uction limits

Constr

uction limits

limits

Constr

uction

geotextile, class 1, type D

Separation-stabilization

li

mit

Cle

arin

g

2"

SAFETY EDGE DETAIL

30°

Second lift of asphalt

First lift of asphalt

to cover safety edge

Pull aggregate base

Tack coat (between pavement lifts)

[4]

N

T. 01 S., R. 10 W., WILLAMENTTE MERIDIAN

SECTION 18

412703

Portland, OR 97204-1330

520 SW Yamhill ST STE 700

Stimson Lumber Company

001

412703




001

409837

Port Angeles, WA 98362-0315

PO box 2469

Green Crow Corporation

003

002

412703




001

Scale in feet

300 100 200 4000 600

CS B-3587

Book 160 page 176

304628

Oceanside, OR. 97134

PO Box 360

Oceanside Water District

OWNERSHIP

TOTAL

(Sec 18)

R.O.W.

EXISTING

ACQUIRED

TO BE

R.O.W.

AQUIRED

TO BE

EASEMENT

PERMANENT

EASEMENT

CONSTRUCTION

TEMPORARY

TITLE OWNERNUMBER

PARCEL

EASEMENT

PERMANENT

R.O.W &

TOTAL

ACRESACRESACRESACRESACRESACRES

Tillamook County Deed Records

Book 160, Page 176

Book 20, Page 246

40' Waterline easement

Tillamook County Deed Records

Book 167, pages 226-228

County R/W

370 365

VICINITY MAP

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NUMBER

SHEET

4

2:11 P

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021

13 18

1924

13 18

18

18

19

18 17

07 08

1718

12 07

1813MC

MC

07

18

18 17

2019

SEC. 18

161S

1813

161S

Oceanside Water District 002

N/A

1.73

N/A

0.51

1.22

N/A

Stimson Lumber Company 001

N/A

43.80

N/A

42.73

0

0.39

Green Crow Corporation 003

N/A

7.48

N/A

3.83

3.65

0.74





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

PROJECTED

300

305

310

315

320

325

330

335

340

345

350

355

360

365

375

380

385

390

299+30.00


BEGIN PROJECT

El=359.09

E=7318101.5811

N=684475.3571

390+15.58


END PROJECT

EL=363.05

E=7313078.8130

N=680094.9884

RIGHT-OF-WAY ELEMENTS TABLES

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021





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

WA

TE

R

WARNING BURIED UTILIT

Y

BT

BT

BT

BC

IR

300

305

310

315

320

PC 299+60.29

PT 3

05+

50.9

5

PC 3

08+

61.4

1

PT 3

10+

90.2

2

PC 3

11+

86.4

6

PT 3

12+

89.1

7

PC 3

18+

25.7

2

PT 32

2+24.34

S00°31'32"W

S12°39'33"W

S82°19'1

4"

W

S14°22'16"

E

PT 297+95.82

PI 297+99.13

PC 297+56.12S83°13'3

0"

W

412703




412703




001

001

07

08

17

18


SECTION 18

124831

McMinnville, OR 97128

PO Box 57

RLC INC

N

Scale in feet

75 50 25 50 1000 150

412703




412703




001

001

OWNERSHIP

TOTAL

(Sec 18)

R.O.W.

EXISTING

ACQUIRED

TO BE

R.O.W.

AQUIRED

TO BE

EASEMENT

PERMANENT

EASEMENT

CONSTRUCTION

TEMPORARY

TITLE OWNERNUMBER

PARCEL

EASEMENT

PERMANENT

R.O.W &

TOTAL


R012

R011

R010

R/W

Proposed Right of Way

Construction Easement

(Special Purpose Here)

Permanent Easment for

LEGEND:

P/E

C/E

R013

RIGHT-OF-WAY PLAN SHEET

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10:38 A

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021


N/A

43.80

N/A

42.73

0

0.39

L006

P002

P003

P001

P004

L= 398.63'

T= 225.79'

R= 340.00'

Δ= 67°10'31" (Rt)

L= 102.71'

T= 51.55'

R= 485.00'

Δ= 12°08'02" (Lt)

L= 228.81'

T= 116.57'

R= 485.00'

Δ= 27°01'49" (Rt)

L= 590.66'

T= 393.46'

R= 350.00'

Δ= 96°41'30" (Lt)

L= 39.71'T= 19.87'R= 358.42'Δ= 6°20'51" (Rt)

140.00'

320+95.84

40.0

0'

320+78.0

2

45.3

4'

320+77.1

6

85.0

0'

85.00'32

3+25.00

14

0.00'

R005

R007

R008

R011

R004

R006

R009

70.0

0'

308+

69.2

4

70.0

0'

85.0

0'

L001L002

L003

R003R002

R001

L005

L004

140.0

0'323+

95.00

320+

83.6

2

40.00'

320+88.04

305+

60.5

1

321+11.50, 680.56'

N02°42'58"E

102.72'

C00299.68

'297+

77.63

39.12'





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

299+30.00


BEGIN PROJECT

El=359.09

E=7318101.5811

N=684475.3571

185.2

6'

N69°51'0

5"E

El=359.09

E=7318101.5811

N=684475.3571

299+30.00


BEGIN PROJECT

IR

320

325

330

335

340

PT 3

22+

24.3

4

PC 3

25+

65.5

6

PT 329+38.20

PC 331+23.49

PT 3

34+

83.4

3

PC 3

41+

20.3

7

PT 3

42+

51.5

5

PC 3

43+

60.4

2

S04°54'2

0"

W

S65°

33'40

"W

S77°07'

28"W

S67°

42'03

"W

412703




002

CS B-3587

Book 160 page 176

304628

Oceanside, OR. 97134

PO Box 360

Oceanside Water District

1817

X

N


SECTION 18

412703




001

412703




001

Scale in feet

75 50 25 50 1000 150

OWNERSHIP

TOTAL

(Sec 18)

R.O.W.

EXISTING

ACQUIRED

TO BE

R.O.W.

AQUIRED

TO BE

EASEMENT

PERMANENT

EASEMENT

CONSTRUCTION

TEMPORARY

TITLE OWNERNUMBER

PARCEL

EASEMENT

PERMANENT

R.O.W &

TOTAL


PT 3

22+

24.3

4

PC 3

43+

60.4

2

L028

R042

R/W





LEGEND:

P/E

C/E

0.14 Acres (Int.)

0.17 Acres (Int.)


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uly 2

021

Oceanside Water District 002

N/A

1.73

N/A

0.51

1.22

N/A


N/A

43.80

N/A

42.73

0

0.39

P001

P004

R010

L006

L= 131.18'

T= 65.81'

R= 650.00'

Δ= 11°33'48" (Rt)

L= 372.64'

T= 207.52'

R= 340.00'

Δ= 62°47'43" (Lt)

L= 398.63'

T= 225.79'

R= 340.00'

Δ= 67°10'31" (Rt)

L= 359.94'

T= 198.90'

R= 340.00'

Δ= 60°39'20" (Rt)

L019

L020

L021

L052

L054

L023

L025

L053

L024

100.0

0'

140.00'

320+95.84

35.83'

328+

31.60

40.00'

328+

46.22

40.00'

320+78.02

45.34'

320+77.16

85.0

0'

323+

25.0

0

140.0

0'

100.00'

327+00.00

65.00'

65.00'

R019

R012

R013

R015

R017

R014

R016

R010

R011

L027

L026

R018

40.0

0'

324+

89.0

9

55.64'

331+08.53

100.00'

331+33.76

65.00'

331+50.00

L018

L022

P002

P003

90.00'

332+

45.00

120.00'

333+

20.00

120.00'

333+55.00

100.00'

155.00'

155.00'

333+

20.00

100.00'

L017

140.0

0'

323+

95.0

0320+83.62

40.00'

320+88.04

323+

51.0

3

321+11.5

0, 680.5

6'





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

106

107

108

110

111

112

BH

B16-07

17110

17111

17112

17113

17114

17115

17116

17117

17118

17119

CP

CP

CP

CP

CPCP

CP

CP

CP

CP

P

P

P

P

P

P

BOUNDARY

MARKER

BOUNDARY

MARKER

PROJECTED

345

350

355

360

365

370

PC 3

41+

20.3

7

PT 3

42+

51.5

5

PC 3

43+

60.4

2

PT 3

44+

89.7

5

PC 3

47+

64.0

1

PT 349

+52.38

PC 35

1+28.25

PT 3

56+22.7

8

PC 3

57+15.0

9

PC 3

63+

85.9

5 PC 366

+81.02

PT 3

58+

17.4

9

PT 365

+33.60

S77°07'

28"W

S65°

43'30

"W

S33°58'5

5"W

N76°00'54"W

N39°23'30"W

N51°34'05"W

L= 131.18'

T= 65.81'

R= 650.00'

Δ= 11°33'48" (Rt)

L= 129.32'

T= 64.87'

R= 650.00'

Δ= 11°23'57" (Lt)

L= 188.37'

T= 96.67'

R= 340.00'

Δ= 31°44'35" (Lt)

L= 494.54'

T= 324.25'

R= 300.00'

Δ= 94°27'00" (Rt)

L= 102.40'

T= 51.99'

R= 240.00'

Δ= 24°26'49" (Lt)

L= 147.65'

T= 76.45'

R= 231.00'

Δ= 36°37'24" (Rt)

L029

L035

L031

L056

L058

L028

L030

L055

100.00'

110.00'

110.0

0'

90.0

0'

80.0

0'

90.0

0'

135.0

0'

362+

05.0

0

135.0

0'

362+

85.0

0

90.0

0'

90.0

0'

R019

R024

R021

R023

R026

R027

R029

R030

R032

R020

R022

R025

R028

R031L027

R018

120.0

0'

355+

60.0

0

65.0

0'

65.0

0'

354+

00.0

0

L033

L034

L037L032

L038

L059

L057

95.9

6'

147.0

9'

355+63.9

6

66.8

9'

357+07.6

7

L036

N52°45'07"E

30.00'

N37°14'53"W

177.66'

S52°45'07"W

30.00'

352+09.9

1

356+80.8

0

65.00'

351+77.85

40.00'

351+75.75

53.62'

351+66.47

65.00'

351+77.85

40.00'

351+75.75

53.62'

351+66.47

65.4

0'

358+

52.5

1

40.0

0'

357+47.0

2

409837


PO Box 2469


412703




001

003

SEC. 18

161

S

N


SECTION 18

Scale in feet

75 50 25 50 1000 150

OWNERSHIP

TOTAL

(Sec 18)

R.O.W.

EXISTING

ACQUIRED

TO BE

R.O.W.

AQUIRED

TO BE

EASEMENT

PERMANENT

EASEMENT

CONSTRUCTION

TEMPORARY

TITLE OWNERNUMBER

PARCEL

EASEMENT

PERMANENT

R.O.W &

TOTAL


R033


N/A

7.48

N/A

3.83

3.65

0.74

R/W





LEGEND:

P/E

C/E

L026

0.08 Acres (Int.)


]Int_ft

2D

[

c:\p

w-w

ork\d0262104\or-a0577801jh.d

gn

NUMBER

SHEET

8

8:38 A

M

23 J

uly 2

021


N/A

43.80

N/A

42.73

0

0.39

L039

53.62'

351+66.47

40.00'

351+75.75

65.00'

351+77.85

65.4

0'

358+

52.5

1

L= 446.47'

T= 334.47'

R= 231.00'

Δ= 110°44'19" (Lt)





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

BOUNDARY MARKER

BOUNDARY MARKER

BOUNDARY MARKER

BC

IR

IR

PR

OJE

CT

ED

365

370

375

380

385

390

PC 3

66+81.0

2

PC 3

73+76.3

9

PT 3

77+88.7

6

PC 3

79+44.4

6

PT 387+08.25

PC 388+04.43

POT 390+26.00

N39°23'30"W

S29°52'12"WS39°3

7'16

"E

N63°19'4

4"

W

S85°42'5

3"

W

PT 389+88.13

PT 3

71+27.4

8

409837


PO Box 2469


412703




409837


PO Box 2469


003

003

001

13

18

19

24


SECTION 18

N

Scale in feet

75 50 25 50 1000 150

OWNERSHIP

TOTAL

(Sec 18)

R.O.W.

EXISTING

ACQUIRED

TO BE

R.O.W.

AQUIRED

TO BE

EASEMENT

PERMANENT

EASEMENT

CONSTRUCTION

TEMPORARY

TITLE OWNERNUMBER

PARCEL

EASEMENT

PERMANENT

R.O.W &

TOTAL


R/W





LEGEND:

P/E

C/E


]Int_ft

2D

[

c:\p

w-w

ork\d0262104\or-a0577801ji.d

gn

NUMBER

SHEET

9

8:40 A

M

23 J

uly 2

021


N/A

43.80

N/A

42.73

0

0.39


N/A

7.48

N/A

3.83

3.65

0.74

L039

L= 763.79'

T= 1,334.03'

R= 280.00'

Δ= 156°17'33" (Rt)

L= 183.70'

T= 94.15'

R= 340.00'

Δ= 30°57'23" (Lt)

L= 412.37'

T= 235.83'

R= 340.00'

Δ= 69°29'28" (Lt)

L= 147.65'

T= 76.45'

R= 231.00'

Δ= 36°37'24" (Rt)

L= 446.47'

T= 334.47'

R= 231.00'

Δ= 110°44'19" (Lt)





OREGON

TILLAMOOK COUNTY



STATE PROJECTSHEETS

TOTAL

OR

TILLAMOOK B780(1) 9

75.00'

389+15.94

40.00'

389+24.66

40.00'

389+38.48

70.00'

389+42.25

70.00'

388+75.00

105.00'

75.00'

R038

R040

R042

R037

R039

R041

R034R044

R046

R047

R048

R050

R033

R043

R045

R049

L047

L049

L051

L046

L048

L050

L061

L063

L065

L067

L060

L062

L064

L066

110.00'

65.0

0'

65.00'

110.0

0'

60.0

0'

60.0

0'

80.0

0'

P007

R036

P008

R035

110.0

0'

380+

70.0

0

255.0

0'

380+

90.0

0

255.0

0'

381+

25.0

0

130.0

0'

381+

65.0

0

130.0

0'

382+

50.0

0

110.0

0'

381+

25.0

0

S89°02'48"E

148.62'

S04°12'47"E

104.92'

S78°20'41"W

129.40'

S14°12'12"W

123.99'

N67°06'00"W

65.00'

L045

60.0

0'

374+

46.9

4

110.0

0'

373+82.2

140.0

0'

374+

18.2

8

40.0

0'

374+

42.4

6

374+

31.8

6

N42°4

4'03"E

573.03'

390+15.58


END PROJECT

EL=363.05

E=7313078.8130

N=680094.9884

0.62 Acres (Int.)

Documents

Obligation Agreement