ida-bonner841-1_TrestleCreekRoad_FinalROWPlans.pdf
PDF 6 MB Posted
- Solicitation number
- 69056725R000015
About this file
This document consists of plans for a proposed federal highway project prepared by the Federal Highway Administration (FHWA), Western Federal Lands Highway Division. The project is ID FLAP BONNER 841(1), a 3.80-mile road improvement project for Trestle Creek Road located in Kaniksu National Forest, Bonner County, Idaho. The project manager is B. Stokes. The plans include title sheets, symbols and abbreviations, typical cross-sections for various road segments, ownership and cadastral vicinity maps, and detailed right-of-way plans spanning 14 sheets that document the project alignment, property ownership, and acquisition requirements from station 10+00 (project beginning) to station 210+88.83 (project end).
The typical sections show variations in roadway configuration across the project length, including asphalt concrete pavement (4-inch compacted depth placed in two equal lifts) over roadway aggregate base (8 to 12-inch compacted depth), with widths varying from 14 to 26 feet depending on segment. The road includes a standard 2 percent superelevation and embankment construction in certain areas. Geotextile separation materials are specified at stations 84+00 to 85+00 and 146+20 to 147+50 and 179+50 to 182+00. The right-of-way plans identify multiple property owners and parcels requiring permanent easement acquisition, with total right-of-way requirements documented for each ownership parcel. The project crosses through private property, Kaniksu National Forest lands, and utility easements (Avista Corporation), with specific acreage requirements for acquisition noted throughout the documentation.
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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
PROJECT MANAGER
B. STOKES
N
Lake
Orielle
Pend
Reservoir
American Falls
R
I V
E R
S A
E K
N
PARK
NATIONAL
YELLOWSTONE
IDAHO
84 15
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
d'Alene
Coeur
Moscow
Lewiston
FALLS
IDAHO
POCATELLO
Twin Falls
Home
Mountain
BOISE
IDAHO KEY MAP
PROJECT LOCATION
C o lb u rn
C u lv e r R d
Vicinity Maps
See Sheets 5-6 for
NS 1082
A p p ro x .3 m il e s
T o C o e u r d 'A le n e
T o M o n ta n a B o rd e r
A p p ro x . 2
M ile s
Hope
Lake Pend Oreille
Sandpoint
Ponderay
Kootenai
Bronx
Culver Boyer Oden
FOREST
NATIONAL
KANIKSU
Selle
TRESTLE CREEK ROAD
Trestle Creek
Bottle Bay Rd Eureka Rd
Tr es tle
Cr ee k Road
SCALE IN MILES
0 1 2 3
Project Location
PLANS PREPARED BY
FEDERAL HIGHWAY ADMINISTRATION
U. S. DEPARTMENT OF TRANSPORTATION
TRESTLE CREEK ROAD
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
LENGTH 3.80 MILES
PLANS FOR PROPOSED PROJECT
ID FLAP BONNER 841(1)
IDAHO
BONNER COUNTY
KANIKSU NATIONAL FOREST
:4
A
M
A u g u s t
T it le
S h e e t
R
P A
H
L N
\S h a r e d
\h ig h w a y s \F
H W
A \2 id a b o n n e r
T r e s tl e C r e e k
R o a d
\D G
N \R ig h t o f W a y
\i d a b o n n e r r w p ln g e n
.d g n
PROJECT
NUMBER
SHEET
ID FLAP BONNER 841(1)
bradt BT Stamp
CUYD
culv.
CUFT
cubic yard(s) culvert cubic foot (feet) mon.
min.
MGAL
max.
matl.
M.P.
M.L.
monument minimum thousand gallon maximum material mile post main line
W
RIP
DI
G W G WV
CP GPS
36 31
36 31
N
BH TP
DI
E
N 1000EL. 1234.56
TP
TP
SEC.
SEC.
θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.
AH
ADT
abut.
between bearing bridge balance point bench mark back face back btwn brg.
br.
BP
BM
b.f.
BK
ctrs.
CS
cont.
constr. jt.
conn.
conc.
col.
CMP
clr.
cc or c. to c.
centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center
NO SCALE
NOTE:
1.
on the appropriate plan sheet.
Other symbols used in the plans will be shown in a legend
W west drwg(s).
dist.
diaph.
dia.
DHV
D exp. jt.
exc.
EW
EQ or eq.
EOP
emb.
elev.
El. 94.16 e.f.
e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.
ga.
galvanized gage (gauge) jt.
IE
ID
joint invert elevation inside diameter ftg.
flg.
fin.
f.f.
footing flange finish front face
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.
rt. or RT reqd.
reinf.
rdwy.
R/W R.
R route right required reinforcement roadway right-of-way range radius typ.
Ts
TS
thd.
TBM
T.
T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance
VPI
vph V vertical point of intersection vehicles per hour design speed (velocity)
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sect.
SC
SADT
S 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
KSI
square inch thousand pounds per pvmt.
PT
PST
PSC
PSI
PSF
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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
OHWM
OG
OD
o. to o.
o.c.
ordinary high water mark original ground outside diameter out to out on center
NC
N normal crown north
A A
National Boundary
State Boundary
County Boundary
City Boundary
Township or Range Line
Section Line
Section Corner (Found, Projected)
Control Point (Terrestrial and GPS)
Gas & Water Meter; Gas & Water Valve
Flagpole; Fire Hydrant
Cooking Grate; Garbage Can; Picnic Table
Boulder; Well; Antenna; Grave
Above Ground Tank; Underground Tank
Spot Elevation; Coordinate Grid Tick
Material Source; Bore Hole; Test Pit
Treeline; Individual Trees
Spring or Seep
Section Line 4
Section Corner (Found, Projected) 4
Section Line 16
Section Corner (Found, Projected)16
Property Line
Parcel Number
National Park Boundary
National Forest Boundary
National Wildlife Refuge Boundary
BLM Lands Boundary
Indian Reservation Boundary
Existing Roadway (Paved, Gravel)
Railroad
Trail
Fiber Roll
Silt Fence
Sandbag
Intermittent Drainage or Small Creek
Large Creek or River
Lake, Pond or Reservoir; Marshland
North Arrow
Slope Stake Limits Top of Cut
Toe of Fill
Construction Limits
Bottom of Ditch
Fence
Gate with Fence
Cattleguard
Guardrail
Concrete Barrier and Guard Wall
Retaining Wall wall face
Signs (single, double post; portable)
Delineators
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
Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features
Building
Right-of-Way Line
Permanent Easement
Construction Easement
Riprap
- no symbol -
Section A-A
EXISTING PROPOSED
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, TP = telephone pedestal, TV = CATV pedestal,
- no symbol -
ABBREVIATIONS
PLAN SYMBOLS AND
101-1W
FP-14
6/2022
WFLHD DETAIL
:2
P
J u ly
D e t W
-1 rp a -h ln -0
\s h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln a b b re v .d g n
OFFICE OF FEDERAL LANDS HIGHWAY
U.S. DEPARTMENT OF TRANSPORTATION, FHWA
SPECIFICATION
APPROVED FOR USE
PROJECT
Existing ground placed in two equal lifts
4-inch compacted depth, Asphalt concrete pavement, compacted depth varies
Roadway aggregate, method 2
Existing edge of asphalt
Existing edge of asphalt
Existing asphalt surface
Existing ground placed in two equal lifts
4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth
Roadway aggregate, method 2
Existing edge of gravel
Existing edge of gravel
Existing gravel surface
Removal of pavement, asphalt
Existing ground placed in two equal lifts
4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth
Roadway aggregate, method 2
Existing edge of gravel
Existing edge of gravel
Existing gravel surface
Embankment construction
LC
LC
LC
[2]
[1]
FOOTNOTE:
[1]
[2]
Varies (10'-13')Varies (10'-13')
Varies (7'-11')Varies (7'-11')
Varies (7'-11')Varies (7'-11')
Varies (20'-26')
Varies (14'-22')
Varies (14'-22')
TRESTLE CREEK ROAD
10+00 to 11+22
11+22 to 47+00
1:2
1:
1:
47+00 to 136+00
1:21:
136+00 to 209+00
NOTE:
2.
1.
Apply tack coat according to Subsection 401.06.
additional design data to use in constructing the project.
See FAR Clause 52.236-4, Physical Data and Section 152 for
:3 u ly
S h e e t
C .1
R
P A
H
L N
\S h a r e d
\h ig h w a y s \F
H W
A \2 id a b o n n e r
T r e s tl e C r e e k
R o a d
\D G
N \R ig h t o f W a y
\i d a b o n n e r r w p ln ty p
.d g n
SHEET 1 OF 2
TYPICAL SECTIONS
PROJECT
Match existing Match existing
Match existing Match existing
2%
Geotextile should be installed on the entire width of the roadway at the stations 84+00 to 85+00.
Install Class 1 separation geotextile on top of the subgrade prior to placing pavement structure.
be installed on the entire width of the roadway at the stations 146+20 to 147+50 and 179+50 to 182+00.
Install Class 1 separation geotextile on top of the subgrade prior to placing pavement structure. Geotextile should
Existing ground placed in two equal lifts
4-inch compacted depth, Asphalt concrete pavement, 12-inch compacted depth
Roadway aggregate, method 2
Embankment construction
VariesTrestle Creek Road
Existing ground compacted depth varies
Roadway aggregate, method 2
Existing edge of gravel
Existing edge of gravel
Existing gravel surface
LC
Varies (7'-11')Varies (7'-11')
Varies (14'-22")
TYPICAL TURNOUT SECTION
209+00 to 211+00
1:21:
NOTE:
2.
1.
Apply tack coat according to Subsection 401.06.
additional design data to use in constructing the project.
See FAR Clause 52.236-4, Physical Data and Section 152 for
:2
P u ly
S h e e t
C .2 r p a h ln
\s h a r e d
\h ig h w a y s \F
H W
A \2 id a b o n n e r
T r e s tl e C r e e k
R o a d
\D G
N \R ig h t o f W a y
\i d a b o n n e r r w p ln ty p
.d g n
SHEET 2 OF 2
TYPICAL SECTIONS
PROJECT
2%
Match existing Match existing
014 001
020019
Scale in feet
1000 2000 300001000
10+00
Begin Project
210+88.83
End Project
SEC. 16
1CS
SEC. 16
1CE
1E
10 11
SEC. 11
1CE
11 11 12 12
:5
A u g u s t
O w n e rs h ip
V ic in it y M a p
R
P A
H
L N
\S h a r e d
\h ig h w a y s \F
H W
A \2 id a b o n n e r
T r e s tl e C r e e k
R o a d
\D G
N \R ig h t o f W a y
\i d a b o n n e r r w p ln g e n
.d g n
OWNERSHIP VICINITY MAP
PROJECT
AC
AC
AC
AC
AC
BC
AC
AC
IR
IR
IR
IR
IR
IRIR
IR
IR
IR
IR
IR
IR
IR
IR
IRIR
IR
AC
IRIR
AC
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
AC
AC AC
AC
IR
IR IR
IR
IR
IR
IR
AC
AC
AC
IR
Scale in feet
1000 2000 300001000
10+00
Begin Project
210+88.83
End Project
10004
10006
10005
10003
10010
10007
10008
10009
10011
10012
10014
10015
10092
10024
10023
10039
10040
10021
10020
10051
10016
10017
10053
10054
10091
10026
10028
10029 10030
10031
10033
10032
10070
10034
10057
10036
10060
10087
10038
10062
10043
10044 10074
10075
10076
10077
10079
10078
10046
10045
10047
10066 10067
10082
10090 10085 10048
SEC. 16
1CS
SEC. 16
1CE
1E
10 11
SEC. 11
1CE
11 12 12
:3
A u g u s t
C a d a s tr a l
V ic in it y a p r p a h ln
\s h a r e d \h ig h w a y s \F
H W
A \2 id a b o n n e r T r e s tl e C r e e k R o a d \D
G N
\R ig h t o f W a y \i d a b o n n e r r w p ln g e n .d g n
CADASTRAL VICINITY MAP
PROJECT
AC
AC
19101
AC
AC
19102
CABIN
Inst# 535059 & 585153
The Philip and Jeanne
Dreisbach Trust
1219 Mountain Ave, Couer d'Alene, ID 83814
The Philip and Jeanne
Dreisbach Trust
1219 Mountain Ave, Couer d'Alene, ID 83814
Inst# 535059 & 585153
Inst# 803365
VP Incorporated
533739 Highway 95
Bonner's Ferry, ID 83805
AC
AC
AC
AC
AC
AC
AC
N
BEGIN PROJECT
ROW 500+00.00 =
DESIGN 10+21.27
TRESTLE CREEK ROAD
50 10002550
Scale in feet
LEGEND:
Design Centerline
Right-of-Way Centerline
N81°38'51"E
N61° 31'5
1"E N89°35'36"E
N82°46'00"E
PI 508+05.95
Δ = 20°36'19" (LT)
R = 690.39' T = 125.50' L = 248.29' e = ___
P C
.4
P T
.7
P O
B
.0
P I 5
.6
P I 5
.3
P I 5
.4
:3
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e t]
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19103
19104
AC
19105
The Philip and Jeanne
Dreisbach Trust
1219 Mountain Ave, Couer d'Alene, ID 83814
Inst# 535059 & 585153 VP Incorporated
533739 Highway 95
Bonner's Ferry, ID 83805
Inst# 803365
The Philip and Jeanne
Dreisbach Trust
1219 Mountain Ave, Couer d'Alene, ID 83814
Inst# 535059 & 585153
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
AC
IR
N
50 10002550
Scale in feet
N62°09'40"E
N80°48'01"E
N61°25'54"E N57°47'19"E S '5
"W
N49°4 1'49
"E
PI 513+51.01
Δ = 18°38'22" (RT)
R = 808.67' T = 132.71' L = 263.08' e = ___
PI 516+38.84
Δ = 19°22'07" (LT)
R = 468.43' T = 79.94' L = 158.35' e = ___
P C
.9
P T
.2
P C
.3
P T
.3
P I 5
.9
P I 5
.9
P I 5
.3
:3
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19106
19107
IR
19108
IR
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Stabler, Jeffrey D. & Sarah N.
180 Trestle Creek Ln
Hope ID 83836
Inst# 904728
IR
IR
IR
IR
N
50 10002550
Scale in feet
PI 539+57.18
Δ = 05°24'05" (LT)
R = 1,139.07' T = 53.73' L = 107.38' e = ___
N49°41'49 "E
N66°46'42"E
N88°39'19"W
PI 533+77.70
Δ = 17°04'52" (RT)
R = 2,094.67' T = 314.56' L = 624.46' e = ___
P C
.4
P T
.8
.0
P C
.1
P T
.6
:3
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19108
19109
19110
19111
IR
IR
19112
IR
Stabler, Jeffrey D. & Sarah N.
180 Trestle Creek Ln
Hope ID 83836
Inst# 904728
Inst# 1018145
Jason Lees 5021 104th Ave. Ct NW Gig Harbor, WA 98335
Inst# 1020733
Girton, Andrew & Darlene 900 Trestle Creek Rd
Hope, ID 83836005
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Inst# 853091
Inst# 835726
Frank and Amy Bozich 32 Liedtke Drive
Cranbury, NJ 08512
IR
IR
IR
IR
IR
IR
IR
IR
IR
N
50 10002550
Scale in feet
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
Jason Lees 9.00
0.06
0.00
0.06 *
8.94
* TO BE ACQUIRED AS PERMANENT EASEMENT
Andrew and Darlene Girton 7.00
0.04
0.04 *
6.96
30'
541+00
50'
542+02.32
50'
542+50
30'
543+50
40'
547+75
40'
549+50
'6
PI 551+40.55
Δ = 02°32'17" (RT)
R = 1,539.47' T = 34.10' L = 68.19' e = ___
(LT)
PI 541+06.91
Δ = 09°37'14" (LT)
R = 1,139.14' T = 95.86' L = 191.28' e = ___
PI 546+90.98
Δ = 56°31'15" (LT)
R = 279.01' T = 149.98' L = 275.23' e = ___
5 5
N88°39'19"W
N51°50'1 3"E
S78°11'33"E
N45°1 7'18
"E
N43° 56'4
4"E
PI 543+90.96
Δ = 49°58'13" (RT)
R = 321.84' T = 149.97' L = 280.69' e = ___
P T
.8
P C
.0
P T
.3
PC
545+
41.00
P T
.2
4P C
.9
PT 545+
21.68
P C
.4
P T
.6
P I 5
.2
:3
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
5 8
19113
19114
19115
19116
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Inst# 853091
Inst# 835726
Frank and Amy Bozich 32 Liedtke Drive
Cranbury, NJ 08512
Frank and Amy Bozich
N
50 10002550
Scale in feet
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
Avista Corporation 54.26
0.61
0.61 *
53.65
40'
563+50
40'
565+50
50'
565+50
50'
567+50
5 5
N60°40'44"E N73°50'44"E N48°
03'4 4"E
N71°08'44"E
N43 °24 '44
"E
P I
.2
P I
.4
P I
.6
P I 5
.1
:4
A u g u s t
R ig h t-o f W a y P la n s
P la n
S h e
R
P A
H
L N
\S h a r e d \h ig h w a y s \F
H W
A \2 id a b o n n e r T r e s tl e C r e e k R o a d \D
G N
\R ig h t o f W a y \i d a b o n n e r r w p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19117
19118
19119
IR
19120
Avista Corporation 1411 E. Mission Ave.
PO Box 3727
Spokane, WA
99200-3727
Inst# 853091
Inst# 835726
Frank and Amy Bozich 32 Liedtke Drive
Cranbury, NJ 08512
Daryl C. Ramey
1678 Trestle Creek Rd
Hope ID 83836
Inst# 907465
IR
IR
N
50 10002550
Scale in feet
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
54.26
0.61
0.61 *
53.65
50'
570+75 50'
572+00
60'
572+50 60'
574+30
50'
574+75
50'
576+00
30'
576+40
75'
577+50
75'
579+00
N43° 24'
44" E
N70°35'44"E
S °0
'1 "E
N77°40'44"E
N44° 08'
44" E
N °0
4'
"E
N28 °3
3'
"E
PI 584+15.13
Δ = 26°43'43" (RT)
R = 299.95' T = 71.26' L = 139.93' e = ___
PI 582+78.83
Δ = 03°13'39" (LT)
R = 496.39' T = 13.98' L = 27.96' e = ___
P C
.8
P T
.8
PC
.8
P T
.8
P I 5
.1
PI 574+
13.18
P I 5
.2
P I 5
.8
PI 5
.8
:4
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19121
IR
19122
IR
IR
19123
Daryl C. Ramey
1678 Trestle Creek Rd
Hope ID 83836
Inst# 809776 Inst# 809776
Inst# 907465
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Avista Corporation PO Box 3727 Spokane, WA 99200-3727
Inst# 835726
Frank and Amy Bozich 32 Liedtke Drive
Cranbury, NJ 08512
Timothy A. and Molly M. Brown
1772 Trestle Creek Rd.
Hope ID 83836
Inst# 936629
Inst# 945788
Fred and Linda Smith Family Trust
P.O. Box 348 Coeur D'Alene, ID 83816
IR IR
IR
IR
IR
IR
IR
IR
IR
AC
N
50 10002550
Scale in feet
'6
N52°02 '35"E N72°07'12"E
N55°05'19 "E N70°52'07"E
26°43'43" (RT)
PI 589+23.80
Δ = 20°04'37" (RT)
R = 274.96' T = 48.67' L = 96.35' e = ___
PI 598+86.95
Δ = 16°22'17" (RT)
R = 1,099.83' T = 158.21' L = 314.26' e = ___
PI 593+55.97
Δ = 17°01'53" (LT)
R = 699.89' T = 104.80' L = 208.04' e = ___
P C
.1
P T
.2
P T
.8
P C
.1
P T
.4
P C
.7
P T
.0
:4
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
IR
19124
IR
IR
IR
IR19125
IR
AC
AC
IP
AC
AC
AC
AC
19126
IR
IR
Sachwell, Paul C.
550 California Street
San Fancisco, CA 94104
Inst# 945788
USA
Fred and Linda Smith Family Trust
P.O. Box 348 Coeur D'Alene, ID 83816
USA
USA
Inst# 665409
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Inst# 546973
Inst # 9
Coe ur D 'Ale ne, ID 8
Inst# 835726
Frank and Amy Bozich 32 Liedtke Drive
Cranbury, NJ 08512
USA
Randy S. and Vickie J. Cooper P.O. Box 314
Republic, WA 99166
Inst# 772037, 769616 & 844617
Randy S. and Vickie J. Cooper P.O. Box 314
Republic, WA 99166
Inst# 772037, 769616 & 844617
IR
AC
AC
IR
IR
AC
50 10002550
Scale in feet
N70°52'07"E N71°12'36"E
N89°27'52"E N57° 56'
50" E
16°22'17"
PI 605+43.61
Δ = 18°15'14" (RT)
R = 1,999.68' T = 321.26' L = 637.08' e = ___
PI 610+91.02
Δ = 31°31'01" (LT)
R = 179.97' T = 50.79' L = 99.00' e = ___
P C
.2
P T
.2
P T
.0
P C
.3
P T
.4
P I 6
.5
P I 6
.6
:4
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
W
19127
19128
GRAVEL BAR
19129
19130
IR
IR
19131
IR
Chad A. Germaine & Kristine M. Jacobus
P.O. Box 49 Hope, ID 83836
Randy S. and Vickie J. Cooper P.O. Box 314
Republic, WA 99166
Randy S. and Vickie J. Cooper P.O. Box 314
Republic, WA 99166
Inst# 828217
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Inst# 585511
Inst# 844617
George & Sandra Van Rossum 2319 Trestle Creek Rd.
Hope, ID 83836
Inst# 772037, 769616 & 844617
Inst# 772037, 769616 & 844617
Randy S. and Republic, WA 99166
Randy S. and
Vickie J. Cooper Republic, WA 99166
Inst# 772037, 769616 & 844617
USA
IR
IR
IR
IR
N
50 10002550
Scale in feet
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
Randy and Vickie Cooper 27.74
0.12
0.12 *
27.62
65'
620+00 65'
621+50
N66°38'48"E
N55°44'48"E
N54°58'48"E N56°10'00"E
PI 629+50.39
Δ = 10°29'19" (RT)
R = 999.84' T = 91.77' L = 183.03' e = ___
P C
.6
P T
.6
P I 6
.1
P I 6
.3
P I 6
.5
:4
A u g u s t
R ig h t-o f-
W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19131
IR IR
IR
IR
19132
IR
19133
19134
Douglas F. and Launa K. Wolf 6164 N. Pintail Way
Garden City, ID 83714
Douglas F. and Launa K. Wolf 6164 N. Pintail Way
Garden City, ID 83714
Christopher M. Wolf P.O. Box 267
Hope, ID 83836
Inst# 665409
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Inst# 665409
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Avista Corporation
PO Box 3727
Spokane, WA
99200-3727
Inst# 585511
Inst# 740183
Inst# 740183
Inst# 740182
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Inst# 585511
IR
IR
IR IR
IR
IR
N
50 10002550
Scale in feet
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
Douglas and Launa Wolf 10.18
0.09
0.09 *
10.09
30'
641+71.44
'4
N60°28'12"E
N80°57'39"E N54°34 '18"E
PI 635+97.09
Δ = 20°29'26" (RT)
R = 614.90' T = 111.14' L = 219.91' e = ___
PI 639+83.88
Δ = 26°23'00" (LT)
R = 749.88' T = 175.77' L = 345.30' e = ___
P C
.1
P T
.4
P T
.6
P C
.9
P T
.8
P I 6
.6
:0
A u g u s t
R ig h t-o f- W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19135
IR
19136
19137
IR
BT
IR
Douglas F. and
Launa K. Wolf
6164 N . Pintai l Way
Garden City, I
D 8371
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Avista Corporation PO Box 3727
Spokane, WA
99200-3727
Inst# 860793
Inst# 860793
Inst# 74018
Douglas F. and Launa K. Wolf 6164 N. Pintail Way
Garden City, ID 83714
Inst# 740183
IR
IR
N
END ROW CENTERLINE
658+66.03
50 10002550
Scale in feet
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
Douglas and Launa Wolf 10.18
0.09
0.09 *
10.09
65.00
0.02
0.02 *
64.98
30'
645+59.62
30'
649+70 30'
650+50
N49 °3
6'0 1"
E
N59°1 5'37
"E
N68°22'16"E
S81°53'36"E
PI 648+44.35
Δ = 11°29'11" (RT)
R = 1,085.67' T = 109.19' L = 217.65' e = ___
PI 655+01.97
Δ = 29°44'09" (RT)
R = 329.95' T = 87.59' L = 171.24' e = ___
P C
.1
P T
.8
P C
.3
P T
.6
P O
E
.0
P I 6
.6
P I 6
.2
:1
A u g u s t
R ig h t-o f- W a y P la n s
P la n
S h e
R
P A
-H L N
-0 \S h a re d \h ig h w a y s \F
H W
A \2 id a -b o n n e r8
-1
T re s tl e C re e k R o a d \D
G N
\R ig h t o f W a y \i d a -b o n n e r8
-1 rw p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19138
19139
19140
USA
USA
50 10002550
Scale in feet
:3
A u g u s t
R ig h t-o f W a y P la n s
P la n
S h e
R
P A
H
L N
\S h a r e d \h ig h w a y s \F
H W
A \2 id a b o n n e r T r e s tl e C r e e k R o a d \D
G N
\R ig h t o f W a y \i d a b o n n e r r w p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
19141
19142
19143
19144
19145
USA
USA
N
50 10002550
Scale in feet
:0
A u g u s t
R ig h t-o f W a y P la n s
P la n
S h e
R
P A
H
L N
\S h a r e d \h ig h w a y s \F
H W
A \2 id a b o n n e r T r e s tl e C r e e k R o a d \D
G N
\R ig h t o f W a y \i d a b o n n e r r w p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
0 2
19145
19146
19147
AC
USA
USA
USA
IR
AC
N
50 10002550
Scale in feet
END PROJECT
210+88.79
:0
A u g u s t
R ig h t-o f W a y P la n s
P la n
S h e
R
P A
H
L N
\S h a r e d \h ig h w a y s \F
H W
A \2 id a b o n n e r T r e s tl e C r e e k R o a d \D
G N
\R ig h t o f W a y \i d a b o n n e r r w p ln p p .d g n
RIGHT-OF-WAY PLAN
PROJECT
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File details come from the government source that posted it. Updated .