Physical_Data_Right_of_Way_Lakeshore.pdf

COLUMBIA

BRITISH

W A

S H I N

G T

O N

M O

N T

A N

A

W Y

O M I N

G

O R

E G

O N

NEVADA UTAH

UNITED STATES

CANADA

Lake

Orielle

Pend

Reservoir

American Falls

R

I V

E R

S A

E K

N

PARK

NATIONAL

YELLOWSTONE

d’Alene

Coeur

Moscow

Lewiston

FALLS

IDAHO

POCATELLO

Twin Falls

Home

Mountain

BOISE

IDAHO KEY MAP

15 91 89

IDAHO

R. 3 E.

Scale in miles

0 1 2 3 4

Project Location

END PROJECT ID CASCADE LS DR(1)

31+23

LAKESHORE DRIVE

BEGIN PROJECT ID CASCADE LS DR(1)

R. 4 E.

T. 14 N.

T. 13 N.

10+00

LAKESHORE DRIVE

M il e s

T o M c C a ll

M il e s

T o B o is e

IDAHO

IDAHO

N

D e s ig n e d b y

C h r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s id a J A .d g n

U

S S u r ft

D

D e c

P

M

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED FOR

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RIGHT-OF-WAY PLANS FOR PROPOSED PROJECT

INDEX TO SHEETS

DESCRIPTION

NO.

SHEET

RIGHT-OF-WAY PLAN SHEETS

VICINITY MAP

TYPICAL SECTION

SYMBOLS & ABBREVIATIONS

TITLE SHEET

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

STATE PROJECT

NUMBER

SHEET

SHEETS

TOTAL

ID

ID CASCADE LS DR(1)

LAKESHORE DRIVE, PHASE 2

LENGTH 0.402 MILES

IDAHO

VALLEY COUNTY

5-7

D e c

P

M id a J B .d g n

U

S

PROPOSEDEXISTING

EL. 94.61 ft

E

T

Ø 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

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Clearing Limits

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source

Spot Elevation; Coordinate Grid Tick

Common Ownership

Survey Monument

Gas & Water Meter; Gas & Water Valve

36 3631 31

1 1 6 6

15 15

22 22

SEC.

SEC.

G W G W

North Arrow

Slope Stake Limits

Fence

Gate with Fence

Cattleguard

Transition

Toe of Fill

Top of Cut wall face Retaining Wall

Signs (single, double post; portable)

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

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, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line

Permanent Easement

Construction Easement

NO SCALE

DI DI

T

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

STATE PROJECT

NUMBER

SHEET

SHEETS

ID CASCADE LS DR(1) 2 7

IDAHO

VALLEY COUNTY

LAKESHORE DRIVE, PHASE 2

LAKESHORE DRIVE

:2

:2

12" Min. Cover

NOTE:

FOOTNOTE:

proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height[4] approach road quantities see Sheet E.2.

Includes quantities for turnouts and guardrail widening. For[3]

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

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

S lo p e s ta k e

C le a r in g l im it

0.25 D

Existing ground

ROUNDING DETAIL

[4]FILL SLOPE

[2]

Va ria ble le a r in g l im it

0.25 D

Slope stake

Existing ground

ROUNDING DETAIL

[4]CUT SLOPE

Bike Lane Bike Lane

[1] 2% Crown

Profile Grade ground

Existing

C le a r in g l im it o r R

O W

C le a r in g l im it o r R

O W

Tack Coat

10" Depth

Cement Treated Aggregate Course Detail

Rounding

See Fill Slope

Detail

Rounding

See Cut Slope

5" Compacted Depth

Roadway Aggregate, Method 2

C le a r in g l im it o r R

O W

Detail

Rounding

See Cut Slope

C le a r in g l im it o r R

O W

CUT SECTION

25+19.00 to 28+13.00 Left

19+36.00 to 21+70.00 Left

13+55.00 to 16+02.00 Left

10+00.00 to 31+23.00

C le a r in g l im it o r R

O W

:2

Detail

Rounding

See Fill Slope

GOLF CART PATH

16+15.00 to 19+11.00 Left

[2

V a ri a b le

FLAT BOTTOM DITCH

10+00.00 to 12+20.00 Right

3:1 3:1

Detail

Rounding

See Cut Slope

(See Typical Section Details)

Curb and Gutter, Concrete, 12-inch Depth

(See Typical Section Details)

Standard Underdrain System

(See Typical Section Details)

Standard Underdrain System existing ground within 10 foot is above top back of curb.

Construct fill slope for smooth transition to existing ground when

The top 4-inches of all fill slopes shall be topsoiled.

2.

1.

mulching limits between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement Type I, Traveled lane Traveled lane

TYPICAL SECTION

3 7

LC

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

ID CASCADE LS DR(1) X X

D e c

P

M id a J C .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s

IDAHO

VALLEY COUNTY

ID CASCADE LS DR(1)

LAKESHORE DRIVE, PHASE 2

5’-0’5’-0"

D

10’-0’

5’-0"5’-0"

D

1’-0" 6’-0" 11’-0" 11’-0" 1’-0"6’-0"

2’-0"

Topsoil, seeding and, Topsoil, seeding and mulching limits

Topsoil, seeding and mulching

Topsoil, seeding and mulching limits

Topsoil, seeding and mulching limits

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

D e c

P

M id a J D .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s

IDAHO

VALLEY COUNTY

ID CASCADE LS DR(1)

LAKESHORE DRIVE, PHASE 2

N

NUMBER

PARCEL

PURCHASER

OR

TITLE OWNER

Bureau of Reclamation

Cascade Golf Association, inc.

Harvey Miller Family Trust

AC

AC

AC

AC

E 2544868.067

N 1037152.127

#15101

FHWA ALUMINUM CAP

FND 5/8" IRON ROD WITH

E 2544088.361

N 1036422.021

#15102

FHWA ALUMINUM CAP

FND 5/8" IRON ROD WITH

E 2543799.210

N 1035671.300

#15103

FHWA ALUMINUM CAP

FND 5/8" IRON ROD WITH

E 2543482.393

N 1035226.218

#15104

FHWA ALUMINUM CAP

FND 5/8" IRON ROD WITH

VICINITY MAP

4 7

Scale in feet

150 0 600 900300 300

#15104

#15103

#15102

#15101

007 John Altieri

008 Bureau of Reclamation

Guanell Children’s Trust

Cascade Golf Association, inc.

Bureau of Reclamation

T.14N R.03E

10+00.00

BEGIN PROJECT

31+23.00

END PROJECT

SEC. 35

CE �

SEC. 35

CN �

35 36

CN �

SEC. 35

NE �

E� 26

26 25

C �

SEC. 35

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

T

T

WV

WV

WV

WVWV

WV

WV

WV

WV

WV

WV

WV

W

UTILITY

PEDESTAL

UTILITY

PEDESTAL

WATER

WATERWATER

STOP

UTILITY

PEDESTALUTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

UTILITY

PEDESTAL

FLAG POLE

U P

F O

T

D

R= 273.00’

T= 80.65’

L= 156.83’

POT 9+

50.0

PC 12+19.45

P T .2

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RIGHT-OF-WAY PLAN SHEET

STATE PROJECT

NUMBER

SHEET

D e c

P

M id a J E .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s

IDAHO

VALLEY COUNTY

ID CASCADE LS DR(1)

LAKESHORE DRIVE, PHASE 2

10+00.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

BEGIN PROJECT

EL = 1855.82

E = 2543980.98

N = 1036030.16

219.45’

Chord Distance =179.05’

Radius = 316.00’

7.98’

233.72’

23.00’

20.00’

20.00’

20.00’

290.00’

310.00’

23.00’

N

Scale in feet

50 25 0 200 300100

5 7

NOTE:

boundary control monument descriptions.

See Right-of-Way Vicinity Map sheet 4 for

T.14N R.03E

Construction Easement Temporary

Cascade, Idaho 83611

T14N-R3E

Section 35

Cascade Golf Association, inc.

Boise, ID 83702

230 Collins Rd. #7

T14N-R3E

Section 35

Bureau of Reclamation

Acres

OWNERSHIP

TOTAL

Acres

R.O.W.

TOTAL

Acres

R.O.W.

EXISTING

Acres

ACQUIRED

TO BE

R.O.W.

Acres

REMAINDER

Acres

EASEMENT

CONSTRUCTION

TEMPORARY

PURCHASER

OR

TITLE OWNER

NUMBER

PARCEL

Bureau of Reclamation

NA

0.605

0.508

0.097

SEC. 35

CN �

Cascade Golf Association. Inc.

5.000

2.059

1.609

0.450

2.941

0.009

NA = NOT APPLICABLE

43’

35.02’

.0

.0

.0

.0

1428SP

SP

SP

SP

SP

SP

T

WF

WF

WV

WV

WV

WV

WV

WDI

D

R= 2,000.00’

T= 43.92’

L= 87.83’

D

R= 500.00’

T= 29.72’

L= 59.38’

D

R= 105.00’

T= 37.60’

L= 72.21’

P C .4

P T .3

P C .9

PT

.3

PC

.8

3 PT 32+58.03

POT 33+32.48

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RIGHT-OF-WAY PLAN SHEET

STATE PROJECT

NUMBER

SHEET

D e c

P

M id a J F .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s

IDAHO

VALLEY COUNTY

ID CASCADE LS DR(1)

LAKESHORE DRIVE, PHASE 2

EL = 1866.17

E = 2545362.57

N = 1037647.00

31+23.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

END PROJECT

290.00’

17.00’

20.49’

N

57.00’

Chord Distance =45.87’

Radius = 2060.00’

17.00’

106.70’

Chord Distance =44.23’

Radius = 2043.00’

10.00’

330.00’

12.00’

292.08’

Scale in feet

50 25 0 200 300100

NOTE:

boundary control monument descriptions.

See Right-of-Way Vicinity Map sheet 4 for

6 7

T.14N R.03E

E� 26

Garden City, ID 83704

9370 Chelan Ave.

Estates No. 2

Lot 89, Country Club

T14N-R3E

Section 35

John Altieri

Boise, ID 83709

1963 S. Owl Ridge Way

Estates No. 2

Lot 96, Country Club

T14N-R3E

Section 35

Guanell Children’s Trust

Estates No. 2

Lot 106, Country Club

T14N-R3E

Section 35

Family Trust

Harvey Miller for enlarged detail

Easement, see sheet 7

Temporary Construction for enlarged detail

Easement, see sheet 7

Temporary Construction Cascade, ID 83611

T14N-R3E

Section 35

Cascade Golf Association, inc.

Construction Easement Temporary

175.46’

T14N-R3E

Section 26

Bureau of Reclamation

Cascade, ID 83611

T14N-R3E

Section 35

Cascade Golf Association, inc.

Acres

OWNERSHIP

TOTAL

Acres

R.O.W.

TOTAL

Acres

R.O.W.

EXISTING

Acres

ACQUIRED

TO BE

R.O.W.

Acres

REMAINDER

Acres

EASEMENT

CONSTRUCTION

TEMPORARY

PURCHASER

OR

TITLE OWNER

NUMBER

PARCEL

0.226

0.116

0.110

0.023

Harvey Miller Family Trust

0.055

Cascade Golf Association. Inc.

0.268

Guanell Children’s Trust

0.051

John Altieri

0.010

0.022

0.012

0.003

Acres

EASEMENT

PERMANENT

Boise, ID 83702

230 Collins Rd. #7

T14N-R3E

Section 35

Bureau of Reclamation

45.00’

0.162 0.133 0.028

5.00

NA = NOT APPLICABLE

.0

.0

.0

.9

.0

.0

32+31.45

50’

.1

.4

.4

.8

.6

.0

.5

.0

WF

DI

2 2

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RIGHT-OF-WAY PLAN SHEET

STATE PROJECT

NUMBER

SHEET

D e c

P

M id a J G .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s

IDAHO

VALLEY COUNTY

ID CASCADE LS DR(1)

LAKESHORE DRIVE, PHASE 2

20.00’

20.34’

28.66’47.53’

37.36’

72.60’

56.74’

47.53’

8.66’

20.34’

79.06’

Easement

Permanent

Country Club Estates No. 2

Lot 109

Estates No. 2

Country Club

Lot 102

Estates No. 2

Country Club

Lot 97

20.00’

19.98’

32.51’

8.51’

21.67’

77.27’

42.19’

31.93’

92.07’

31.93’

31.13’

Easement

Permanent

12.90’

7.62’

10.26’

NOTE:NOTE:

T.14N. R.03E., Section 35, Boise Meridian 7 7 of enlarged details and for table of quantities.

See Right-of-Way Plan sheet 6 for locations

LOT 106 - HARVEY MILLER FAMILY TRUST

TEMPORARY CONSTRUCTION AND PERMANENT EASEMENTS

ENLARGED DETAIL

AND LOT 89 - JOHN ALTIERI

LOT 96 - GUANELL CHILDREN’S TRUST

TEMPORARY CONSTRUCTION AND PERMANENT EASEMENTS

ENLARGED DETAIL

Easement

Construction

Temporary

0.53’

Garden City, ID 83704

9370 Chelan Ave.

Estates No. 2

Lot 89, Country Club

T14N-R3E

Section 35

John Altieri

Boise, ID 83709

1963 S. Owl Ridge Way

Estates No. 2

Lot 96, Country Club

T14N-R3E

Section 35

Guanell Children’s Trust

Easement

Construction

Temporary

Estates No. 2

Lot 106, Country Club

T14N-R3E

Section 35

Family Trust

Harvey Miller

.4

.8

.1

.4

.6

.0

.5

.0