waa-jeffer150009-1_ROW Plans.pdf

13 18

30 29 28

3332313635

RIVER

RIVER

BOGACHIEL

R I

V E

R

RIVER

CALAWAH

M il l

Cr ee k

Grader Creek

Creek

D r y

F o rk ee k

M a x f i e ld

C r e e k

LA

PUSH

RD

CA

LA

W A H

W A Y

B O G A C H

IE

L

W A Y

R D

FORKS

MUNICIPAL

AIRPORT

R D

12920

BOGACHIEL WAY

VALLEY

VIEW RD

MARIS BLVD

M A

N S F

IE

L D

D A

V

ID

R D

K ST

R U

S S

E L

L

121110

14 13

242322

26 25

313635

B O

G A

C H

IE

L

R I V

E R

Undi

Lake

Eaton

C reek

C o o n

Creek

B ea r

Cr eek

B

OGACHIEL

RIVER

Mo rg anr oth

C r e e k

Mill

C r e e k

E lk

C reek

E lk

Creek

C A

LA

W A

H WAY

C k

U N

D

E

R D

KALLMAN

R D

F U

H R

M A

N R

D

E DIVISION ST

L A

P E

R D

P A

L M

N E

L S

O N

2 1

6 5

M ay

Cr ee k H em p

Hill

BOGACH

IEL R

PLANS PREPARED FOR

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

WASHINGTON

CLALLAM AND JEFFERSON COUNTY

RIGHT-OF-WAY PLANS FOR PROPOSED PROJECT

WA FLAP JEFFER 150009(1)

UNDI ROAD BYPASS IMPROVEMENTS

LENGTH 2.180 MILES

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

DRI

D

N U

/- 7 m ile s

T O F

O R

K S

CLALLAM CO

JEFFERSON CO

R

W

T 27 N

T 28 N

R

T 28 N

T 27 N

FORKS

IDNU

DR

I D

N U

D R

BYPA

SS

PLANS PREPARED BY

PROJECT SITE

SEE VICINITY MAP

FOREST

NATIONAL

OLYMPIC

Scale in miles

01 1 32

J. DAVIS

PROJECT MANAGER

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

P A

C I F I C

O C

A E

N tS raitofJuandeFuca

OC

LU

MBIA RI

VER

A S N

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

PARK

NATIONAL

OLYMPIC

N.P.

RAINIER

MOUNT

MON.

NAT'L VOLC.

ST. HELENS

MOUNT

PARK

NATIONAL

CASCADES

NORTH

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

u n d o S t e g u

P

Project Location

INDEX TO SHEETS

DESCRIPTION

NO.

SHEET

7-9

5-6

3-4

RIGHT-OF-WAY PLAN SHEETS

VICINITY MAP

TYPICAL SECTIONS

SYMBOLS & ABBREVIATIONS

TITLE SHEET

NUMBER

SHEET

S h e e t

.1 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X \0

C

A D

\R H

\S H

E E

T S

\1 (1 p ln rw

.d g n

:1

M o v e m b e r

STATE PROJECT

SHEETS

TOTAL

WA

FLAP JEFFER 150009(1) 9

θs Ø ∆c 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.

jt.

ID

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

LC

North Arrow

Treeline

Individual Trees

Intermittent Drainage or Small Creek

Large Creek or River

Spring or Seep

Lake, Pond or Reservoir; Marshland

Trail

Railroad

Existing Roadway (Road, Paved, Gravel)

Gas & Water Meter; Gas & Water Valve

G W G W

EL. 94.61 ft N

Spot Elevation; Coordinate Grid Tick

Material Source

Clearing Limits

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

DI

wall face

PROPOSEDEXISTING

FM = force main, SA = sanitary sewer, SD = storm drain, SS = storm sewer, P = power, T = telephone pedestal, TV = CATV pedestal, WF = water fountain UP = transformer or junction box, EM = electric meter, IRR = irrigation, W = water, STEAM = steam, G = gas, O = oil, FO = fiber optic, T = telephone, TV = CATV

T T

Indian Reservation Boundary

BLM Lands Boundary

National Wildlife Refuge Boundary

National Forest Boundary

National Park Boundary

City Boundary

County Boundary

State Boundary

National Boundary

36 3631 31

1 1 6 6

15 15

22 22

SEC.

SEC.

Survey Monument

Common Ownership

Parcel Number

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Section Corner (Found, Projected)

Section Line

Township or Range Line 9

NUMBER

SHEET

S h e e t

.3 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n

:5

O c to b e r

STATE PROJECT

FLAP JEFFER 150009(1)

SYMBOLS AND ABBREVIATIONS

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DI

Profile grade

CL

"U"

"UB1"

(Double Course)

Chip seal, type 2B

Existing ground 12-inch compacted depth

Aggregate base grading D, "UB1" 100+70.0 to 104+44.8

"U" 150+39.1 to 151+26.1

SITE 1 ROADWAY RECONSTRUCTION

Traveled Way

10' 4'4'

2.0% 2.0%

"UB1" ***104+44.8 to 105+63.9

"UB1" **100+00.0 to 100+70.0

"U" *150+00.0 to 150+20.0

Varies 5'Varies5'

1:

m ax

1:1.5 m ax.

***10' to 8'

**8.3' to 10'

*10'4'Varies5'

Varies

"SL"

Alignment "SL"

"UB1" 100+00.0 to 100+70.0 0.5' to 2'

Shoulder Left Width

"UB1" 104+44.8 to 105+63.9

"U" 150+00.0 to 150+39.1

2' to 0'

0.95' to 2'

Alignment "SR"

"UB1" 100+00.0 to 100+70.0 0.5' to 2'

Shoulder Right Width

"UB1" 104+44.8 to 105+63.9

"U" 150+00.0 to 150+39.1

2' to 0'

1.8' to 2'

"UB1" ***104+44.8 to 105+63.9

"UB1" **100+00.0 to 100+70.0

"U" *150+00.0 to 150+39.1

1:2 m ax.

***10' to 8.8'

**7.4' to 10'

*10' 4' Varies 5'

Varies

"SR"

Traveled Way

10'

Shoulder

2'

Shoulder

2' geotextile, class 1, type B

Separation-stabilization

[1]

1:

1.

m ax

1:1.5 m

ax. 1:

1.

m ax

1:2 m ax.1:

m ax li m it s

S lo p e s ta k e li m it s

S lo p e s ta k e li m it s

S lo p e s ta k e li m it s

S lo p e s ta k e li m it s

C le a r in g li m it s

C le a r in g li m it s

C le a r in g li m it s

C le a r in g

2.0%

"UB1" 103+46.3 to 103+86.0

"UB1" 102+50.0 to 103+31.0

10'

1:1.5 m ax.

"DL"

Alignment "DL"

"UB1" 102+50.0 to 103+31.0 2' to 3.8'

Ditch Left Depth

"UB1" 103+46.3 to 103+54.0

"UB1" 103+54.0 to 103+86.0

2' to 0'

3.9' to 2'

60' Right of Way

TYPICAL SECTION SHEET

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

S h e e t

.6 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n :5

O c to b e r

STATE PROJECT

Varies Varies

Profile grade

Existing ground

"UB1" **128+81.2 to 129+44.2 (Taper)

"UB1" *126+24.2 to 126+54.2 (Taper)

"UB1" 126+54.21 to 128+81.2

SITE 2 CURVE REALIGNMENT

1:1.5 m ax.

1:

1.

m ax

4'

Prime coat, method 1Existing gravel surface

"UB3" 300+49.74 TO 306+70.02

SITE 3

"UB1" 105+63.90 TO 125+64.20

EXISTING ROAD BETWEEN SITE 1 AND SITE 2

Varies

Chip seal, type 2B

1:

m ax . 1:2 m ax.

o f g r a v e l

E x is ti n g e d g e o f g r a v e l

E x is ti n g e d g e

Chip seal, type 2B

Varies5' 4' Varies 5'2'

**16.5' to 12.9'

*13.6' to 16.5'

16.5'

**16.5' to 9'

*15.9' to 16.5'

16.5'

12-inch compacted depth

Aggregate base grading D, geotextile, class 1, type B

Separation-stabilization

Varies 2.0%

Profile grade

"UB1"

Existing ground

"UB1" 129+44.2 to 130+72.3

"UB1" 125+64.2 to 126+24.2

SITE 2

1:2 m ax.

Chip seal, type B

4' Varies 5'2'Varies "LR"

12-inch compacted depth

Aggregate base grading D, geotextile, class 1, type B

Separation-stabilization

CL

Varies o f g r a v e l

E x is ti n g e d g e

Existing crown li m it s

S lo p e s ta k e

1:2

Varies Varies

16.5'Varies roadway aggregate base

Install select borrow below roadway aggregate base

Install select borrow below

"UB1"

CL

Roadway Reconditioning

Roadway Reconditioning

Alignment "LR"

"UB2" 125+64.2 to 125+70.2 8.7'

Lane Right Width

"UB2" 125+70.2 to 126+24.2

"UB2" 129+44.2 to 130+40.2

8.7' to 15.9'

9'

9' to 8.7'"UB2" 130+40.2 to 130+72.3

Varies li m it s

S lo p e s ta k e li m it s

S lo p e s ta k e li m it s

C le a r in g li m it s

C le a r in g li m it s

C le a r in g

1:

1.

m ax

60' Easement

Easement Varies

Slope

60' Easement

Easement Varies

Slope

Min. 60' Easement

CL

TYPICAL SECTION SHEET

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

S h e e t

.7 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n :0

O c to b e r

STATE PROJECT

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6832

BONFARE MARKETS INC

ASSESSOR NO. 18958

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6832

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6880

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6880

THEREA BEREAN TRUST

ASSESSOR NO. 6830

BONFARE MARKETS INC

ASSESSOR NO. 18958

003 001

BEGINNING OF PROJECT

E 779948.45

N 341164.79

"AL1" 100+00

"UB1" 100+00 =

FLAP JEFFER 150009(1)

SUSPEND PROJECT

E 782460.17

N 342076.00

"AL2" 205+08.09

"UB1" 130+72.30 =

FLAP JEFFER 150009(1)

U N

D I

R O

A D B

Y P A S S

U N

D I R

O A

D

TWN 27N R 13W

CLALLAM COUNTY

JEFFERSON COUNTY

TWN 28N R 13W

SITE 1

SITE 2

STATE PROJECT

VICINITY MAP SHEET

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

S h e e t

.4 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n

:2

O c to b e r

(R2)

SECTION CORNER 35|36|1|2 T27N 1969"

"DEPARTMENT OF NATURAL RESOURCES

IN 4"x4" CONCRETE MONUMENT STAMPED

FOUND 3" BRASS DISK WITH PUNCH

(R1 & R2)

T28N R13W | T27N R13W 1969"

"DEPARTMENT OF NATURAL RESOURCES

IN 4"x4" CONCRETE MONUMENT STAMPED

FOUND 3" BRASS DISK WITH PUNCH

NAD83(2011)(2010.00) BASED UPON WASHINGTON STATE REFERENCE NETWORK (WSRN) REFERENCE STATIONS.

7. GEODETIC DATUM: GRID BEARINGS ARE REFERENCED TO THE WASHINGTON PLAN COORDINATE SYSTEM, NORTH ZONE. THE GEODETIC BASIS IS

6. BAISIS OF BEARING: THE BASIS OF BEARING IS THE OBSERVED MONUMENTED SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 35, SUBJECT TRACT NOT SHOWN HEREON.

SUBJECT TO THE LIMITATIONS OF THOSE CERTIFICATES. THERE MAY BE ADDITIONAL ENCUMBRANCES OR RIGHTS, WRITTEN OR UNWRITTEN UPON

SEPTEMBER 13TH, 2021, AND SUBDVISION CERTIFICATE NO. 138124 OF CLALLAM TITLE COMPANY, DATED SEPTEMBER 24TH, 2021 AND IS

5. ENCUMBRANCES: THIS SURVEY WAS PERFORMED USING SUBDIVISION CERTFICATE NO. 88990 OF JEFFERSON TITLE COMPANY, DATED

9TH, 2021.

4. MONUMENTATION VISITATION: ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED ON AUGUST 8TH AND

DIMENSIONS AND COORDINATES ARE IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.

3. PROPERTY LINES: SHOWN HEREON ARE BASED ON READILY AVAILABLE PLATS, SURVEYS, AND RIGHT OF WAY PLANS OF PUBLIC RECORD. ALL

CLOSURES PER W.A.C. 332-130-085 AND 332-130-090.

ROBOTIC TOTAL STATIONS. THIS SURVEY COMPLIES WITH THE MAXIMUM ALLOWABLE RELATIVE ACCURACY AND MINIMUM LINERAR TRAVERSE

2. METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING TRIMBLE R10-2 GNSS RECEIVERS AND TRIMBLE S7 1"

BOUNDARY LINES. FILEDWORK WAS PERFORMED IN JULY AND AUGUST OF 2021.

1. PURPOSE OF THIS SURVEY: RECOVERING OR ESTABLISHING CORNER MOUMENTS FOR SUBJECT PROPERTY, AND TOPOGRAPHY IN VICINITY OF

SURVEY NOTES:

- VOLUME 78, PAGE 98 OF SURVEYS, AF# 2016-1336788

- VOLUME 7, PAGE 2 OF PLATS

RECORDS OF CLALLAM COUNTY, WASHINGTON

- VOLUME 37, PAGE 419 OF SURVEYS

- VOLUME 5, PAGE 112 OF SURVEYS

RECORDS OF JEFFERSON COUNTY, WASHINGTON

SURVEY REFERENCES

"UB1" LINE

2 1

"U" LINE

OLYMPIC

NATIONAL

FOREST

Scale in feet

300 0 300

JLCG LLC

ASSESSOR NO. 18946

MICHAEL & GAIL BRANDEBERRY

REVOCABLE LIVING TRUST

ASSESSOR NO. 18939

JEFFREY C KLINGSEISEN

ASSESSOR NO. 18933

JLCG LLC

ASSESSOR NO. 18946

RESUME PROJECT

E 786787.18

N 339413.84

"AL3" 49+00.00

"UB3" 300+49.74 =

FLAP JEFFER 150009(1)

END OF PROJECT

E 786384.71

N 338947.28

"AL3" 55+20.40

"UB3" 306+70.02 =

FLAP JEFFER 150009(1)

U N

D I

R O

A D B

Y P

A S S

UNDI ROAD

SITE 3

VICINITY MAP SHEET

UNDI ROAD BYPASS IMPROVEMENTS

JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

S h e e t

.5 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n :1 o v e m b e r

STATE PROJECT

1NE4

1SEC. 01: NE

1NE4

1SEC. 01: SE

1NE4

1WSEC. 01: N

1NE4

1SWSEC. 01:

1 6

RESOURCES, T23N, R13W/R12W 1971"

"DEPARTMENT OF NATURAL

4"x4" CONC. POST STAMPED

FOUND 3" BRASS DISC SET IN

"UB3" LINE

OLYMPIC

NATIONAL

FOREST

200 0 200

U

D I R

O A

D

UNDI ROAD BYPASS

P C

A L

.0

P R

C

A L

.2

P T

A L

.2

THEREA BEREAN TRUST

ASSESSOR NO. 6830

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6832

BONFARE MARKETS INC

ASSESSOR NO. 18958

BONFARE MARKETS INC

ASSESSOR NO. 18958

S87°14'49"E 220.86'

N87°14'49"W 175.24'

S86°42'23"E 31.70'

S83°59'15"E 57.04'

R = 4360.00'

L = 134.17" 31.18' Lt

"AL1" 102+28.95

R = 330.00"

L = 48.07'

SLOPE EASEMENT (0.07 ACRE)

43.00' Lt

"AL1" 104+51.41

15.00'

R = 4360.00'

L = 341.06"

CLALLAM COUTNY RECORDS

VOLUME 81 OF DEEDS PAGE 368 OF

CENTERLINE OF ASPHALT ROAD PER DEED

60' R.O.W CENTERED OVER AS-BUILT

PER A.F. NO. 20161337720

EXISTING CENTERLINE OF ROAD

60' WIDE EASEMENT OVER

E: 779948.45

N: 341108.01

POE: "AL1" 105+63.97

PER A.F. NO. 20161337720

EXISTING CENTERLINE OF ROAD

60' WIDE EASEMENT OVER

T27N R13W

T28N R13W

CLALLAM CO

JEFFERSON CO

PURCHASER

OR

TITLE OWNER

Acres

OWNERSHIP

TOTAL

Acres

REMAINDER

Acres

TO BE ACQUIRED

SLOPE EASEMENT

Acres

EASEMENT

CONSTRUCTION

TEMPORARY

NUMBER

PARCEL

NATURAL RESOURCES

STATE OF WASHINGTON DEPT OF

19.20 0.07

Acres

EXISTING R.O.W.

19.20

003 THEREA BEREAN TRUST --- ------69.49 69.49

Δ

Δ

Δ

004 BONFARE MARKETS INC --- ------20.25 20.25

E 779948.45 N 341164.79

"AL1" 100+00

"UB1" 100+00 =

FLAP JEFFER 150009(1)

PROJECT

BEGINNING OF

THE BASIS OF BEARING IS THE OBSERVED MONUMENTED SOUTH LINE OF

BASIS OF BEARING

N

NUMBER

SHEET

S h e e t

.8

F

\F H

A X

\0

C A

D \R

H \S

H E

E T

S \1

(1 p ln rw .d g n

:3

N o v e m b e r

STATE PROJECT

RIGHT OF WAY PLANS

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

664.18

"AL1" LINE

3 1

50 0 50

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6880

STATE OF WASHINGTON

DEPT OF NATURAL RESOURCES

ASSESSOR NO. 6880

S L O P E E

S M

T

(0 .4

A

C R E S

N '2

"E

.0

PC

: "A

L2" 200+ 12.66

PT: "A

L2" 200+

27.34

PC

: "A

L2" 201+

47.37 PT

"A

L2 .0

N71°40'25"W 89.44'N 53°09'50"W

93.21'

S '3 "W

.1

N °3

'2

.0

S °1

'3 "W

.4

N °5

'5

.1

S '3

.8

.5

N '3

"E

.7

S '3 "W

.6

S '0

"E

T.C .E

(0 .1 A

C R E S

R = 300.00"

L = 14.68'

E: 782097.96

N: 342121.87

POB: "AL2" 200+00.00

29.88' Rt

"AL2" 200+00.00

123.09' Rt

"AL2" 200+00.00

114.15' Rt

"AL2" 200+33.99

U N

D I R

O A

D B

Y P A S S

86.40' Rt

"AL2" 203+35.90

31.60' Rt

"AL2" 204+55.55

31.50'

19.44'

18.15'

61.94' Rt.

"AL2" 203+12.80'

R = 355.00"

L = 6.82'

PER A.F. NO. 20161337720

EXISTING CENTERLINE OF ROAD

60' WIDE EASEMENT OVER

30.40' Rt

204+87.03

"AL2"

12.66'

90.61'

38.09'

76.92'

Δ

Δ

E 782460.17 N 342076.00

"AL2" 205+08.09

"UB1" 130+72.30 =

FLAP JEFFER 150009(1)

SUSPEND PROJECT

THE BASIS OF BEARING IS THE OBSERVED MONUMENTED SOUTH LINE OF

BASIS OF BEARING

N

NUMBER

SHEET

S h e e t A

.8

B d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n

:4 o v e m b e r

STATE PROJECT

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R = 85.00' L = 147.72'

Δ

Δ R = 42.00' L = 57.91'

Δ R = 150.00' L = 54.98'

"AL2" LINE

PURCHASER

OR

TITLE OWNER

Acres

OWNERSHIP

TOTAL

Acres

REMAINDER

Acres

TO BE ACQUIRED

SLOPE EASEMENT

Acres

EASEMENT

CONSTRUCTION

TEMPORARY

NUMBER

PARCEL

Acres

EXISTING R.O.W.

002 0.42 0.18---628.16 628.16

NATURAL RESOURCES

STATE OF WASHINGTON DEPT OF

RECORDS OF JEFFERSON COUNTY

VOLUME 38, PAGE 219,

40' WIDE R.O.W. PER

RECORDS OF JEFFERSON COUNTY

OF LAND WAIVERS, PAGE 596,

QUITCLAIM DEED PER VOLUME 1

(COUNTY PROJECT NO. 18020070)

10+86.89 TO 54+98" PLANSET DATED 07/21/2016

"UNDI ROAD RELOCATION, COUNTY ROAD 150009, STATION

EASEMENT RECORDED IN AUDITOR'S FILE NO. 600902

SE 1/4 NE 1/4

NE 1/4 NE 1/4

UNDI ROAD BYPASS

UNDI ROAD

JLCG LLC

ASSESSOR NO. 18946

MICHAEL & GAIL BRANDEBERRY

REVOCABLE LIVING TRUST

ASSESSOR NO. 18939

JEFFREY C KLINGSEISEN

ASSESSOR NO. 18933

JLCG LLC

ASSESSOR NO. 18946

S °1

3'

6.

PC: "AL3" 52+

54.23

P T : "A

L " 5

.3

S '0

.2

R = 65.00'

L = 20.09'

Δ

"AL3" 51+75.00

40.00L

"AL3" 51+75.00

30.00L

PURCHASER

OR

TITLE OWNER

Acres

OWNERSHIP

TOTAL

EASEMENT

CONSTRUCTION

TEMPORARY

NUMBER

PARCEL

005 JLCG LLC 134.36 ACRES

E 786787.18 N 339413.84

"AL3" 49+00.00

"UB3" 300+49.74 =

FLAP JEFFER 150009(1)

RESUME PROJECT

007 JEFFERY C KLINGSEISEN

15.85 ACRES

4.00 ACRES

REVOCABLE LIVING TRUST

MICHAEL & GAIL BRANDEBERRY

N

NUMBER

SHEET

S h e e t

.9 d e a in c .c o m

\f il e s \P

R O

J E

C T

\F \F

H A

X

\0

C

A D

\R H

\S H

E E

T S

\1

(1 p ln rw

.d g n

:2 o v e m b e r

STATE PROJECT

UNDI ROAD BYPASS IMPROVEMENTS

CLALLAM AND JEFFERSON COUNTY

WASHINGTON

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

E 786384.71 N 338947.28

"AL3" 55+20.40

"UB3" 306+70.02 =

FLAP JEFFER150009(1)

END PROJECT

Acres

EXISTING R.O.W.

Acres

TO BE ACQUIRED

SLOPE EASEMENT

Acres

REMAINDER

134.36 ACRES

15.85 ACRES

4.00 ACRES

40'

30'