mt-ef1817301_plans.pdf
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- Solicitation number
- 69056721B000024
About this file
This solicitation is for repairs to highways in Montana under Solicitation Number 69056721B000024 from the Department of Transportation Federal Highway Administration. The solicitation seeks bids for MT FS ERFO 2018(1) - 73(1) Helena-Lewis & Clark 2018 Repairs, Phase 1 as detailed in the attached plans and specifications document. Bids are due by the date listed in the solicitation for repairs and maintenance work on highways located in Lewis and Clark County, Montana during 2018. The work includes repairs, resurfacing, and other maintenance activities required to keep the roads in proper working condition.
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FEDERAL HIGHWAY ADMINISTRATION
U. S. DEPARTMENT OF TRANSPORTATION
e (max)
V
ADT (2042)
ADT (2022)
0.060
25 MPH
<400
<400
Project Location
APPROVED:
DATE
Grading, base and drainage
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
SPECIFICATION:
M.6
M.5
M.4
M.3
M.2
M.1
L.4
L.3
L.2
L.1
K.4
K.3
K.2
K.1
J.1
I.1
H.1
G.2
G.1
F.1
E.2
E.1
D.1
C.1
B.1-2
A.3
A.2
A.1
CONTROL SIGN INSTALLATION WOOD POSTS
STD. DRWG. 635-14, TEMP. TRAFFIC
SINGLE LANE CLOSURE LAYOUT (WITH STOP SIGN)
STD. DRWG. 635-8, TEMP. TRAFFIC CONTROL
SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)
STD. DRWG. 635-6, TEMP. TRAFFIC CONTROL
ROAD CLOSURE LAYOUT (WITH FLAGGERS)
STD. DRWG. 635-5, TEMP. TRAFFIC CONTROL
TEMPORARY TRAFFIC CONTROL PLAN
QUANTITIES
TABULATION OF TEMPORARY TRAFFIC CONTROL
TREATMENT IN CUT SLOPES
STD. DRWG. 602-6, PIPE CULVERT INLET
CULVERT BEDDING
STD. DRWG. 602-3, METAL AND PLASTIC PIPE
COUPLING BAND
STD. DRWG. 602-2, METAL PIPE CULVERT
STD. DRWG. 602-1, METAL PIPE CULVERT
SWPPP SIGN
STD. DRWG. W157-21, FIBER ROLL
BERM METHODS
STD. DRWG. W157-17, TEMPORARY DIVERSION
STD. DRWG. W157-1, SILT FENCE
SURVEY CONTROL
FSR 235 MP 8.87
FSR 235 MP 8.20
FSR 109 MP 9.24 PLAN-PROFILE
FSR 109 MP 9.24 TYPICAL SECTION
FSR 109 MP 8.01
FSR 109 MP 6.91 PLAN-PROFILE
SECTION
FSR 109 MP 6.91 REINFORCED SOIL SLOPE TYPICAL
FSR 109 MP 6.12
FSR 108 MP 19.76
SUMMARY OF QUANTITIES
VICINITY MAPS
PLAN SYMBOLS AND ABBREVIATIONS
TITLE SHEET
M. TEMPORARY TRAFFIC CONTROL PLAN
L. DRAINAGE
K. EROSION CONTROL
C. - J. PROJECT SITES
B. SUMMARIES
A. GENERAL INFORMATION
INDEX TO SHEETS
D. ARENA
PROJECT MANAGER
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PLANS PREPARED BY
MONTANA
LEWIS & CLARK, TETON COUNTIES
HELENA-LEWIS & CLARK NATIONAL FOREST
PLANS FOR PROPOSED PROJECT
MT FS ERFO 2018(1)-73(1)
2018 REPAIRS, PHASE 1
HELENA-LEWIS & CLARK
APPROX. 0.3 MILE
SITE WORK - 7 LOCATIONS - TOTAL LENGTH =
Western Federal Lands Highway Division
Chief of Engineering, 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 on Federal Highway Projects, FP-14
Construction of Roads and Bridges
Standard Specifications for
SCALE IN MILES
5 10 15 205
N
MP 6.12
FSR 109
MP 6.91
FSR 109
MP 8.01
FSR 109
MP 9.24
FSR 109
MP 19.76
FSR 108
MP 8.87
FSR 235
MP 8.20
FSR 235
T E T O N
GREAT FALLS
Vaugn Eagle Black
PowerCordova
Fairfield
Lake
Freezeout
Choteau
Resorvoir
Pishkun
Reservoir
Creek
Willow
Reservoir
Nilan Augusta
Gilman
Simms Port Shaw
Sun River
Lake
Benton
Wildlife Refuge
National
Benton Lake
Sun River
Ulm
FOREST
NATIONAL
CLARK
LEWIS AND
C A S C A D E & C L A R K
H E L E N A - L E W I S
C H
O U
T E
A U
MONTANA KEY MAP
COLUMBIA
BRITISH
ALBERTA
SASKATCHEWAN
N O
R T
H D
A K
O T
A
S O
U T
H D
A K
O T
A
WYOMING
ID
A
H O
UNITED STATES
CANADA
PARK
NATIONAL
GLACIER
PARK
NATIONAL
YELLOWSTONE
WILDLIFE RANGE
NATIONAL
CHARLES M. RUSSELL
Lake
Flathead Elwell
Lake
M
Lake
Fort Peck
I SOS U IR
KALISPELL
MISSOULA
Anaconda
HELENA
BUTTE
BOZEMAN
Livingston
BILLINGS
City
Miles
Glendive
Point
Wolf Glasgow
HAVRE
Shelby
FALLS
GREAT
Lewistown
Dillon
RIV
ER
E N
O T
S
WOLLEY
R E
VIR
93 15
19189
MONTANA
:5
P
M
N o v e m b e r
T it le S h e e t
C
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f g e n
.d g n
STATE PROJECT
NUMBER
SHEET
MT FS ERFO 2018(1)-73(1) A.1
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
SEC.
EL. 1234.56
E
RIP
G G
W W
DI
T T
NO SCALE
- no symbol -wall face
N wall face
N
AND ABBREVIATIONS
PLAN SYMBOLS
T T
NO SCALE
- no symbol -wall face
N
AND ABBREVIATIONS
PLAN SYMBOLS
CP GPS
JH
36 31
6 1
36 31
6 1
SEC.
SEC.
EL. 1234.56
G
W W
DI
T T
NO SCALE
- no symbol -
CP GPS
JH
36 31
6 1
36 31
6 1
SEC.
CP GPS
JH
36 31
6 1
36 31
6 1
SEC.
SEC.
EL. 1234.56
G
W W
DI
G G
W W
DI
T T
NO SCALE
- no symbol -wall face
N
AND ABBREVIATIONS
PLAN SYMBOLS
CP GPS
JH
36 31
6 1
36 31
6 1
SEC.
SEC.
EL. 1234.56
CP GPS
JH
36 31
6 1
SEC.
EL. 1234.56
G
W W
DI
T T
NO SCALE
CP GPS
JH
36 31
6 1
SEC.
EL. 1234.56
G
W W
DI
T T
NO SCALE
- no symbol -wall face
AND ABBREVIATIONS
PLAN SYMBOLS
- no symbol -wall face
N
AND ABBREVIATIONS
PLAN SYMBOLS
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DETAIL
U.S. CUSTOMARY DETAIL
36 31
6 1
SEC.
36 31
6 1
SEC.
TP
BH
DIDIDIDIDIDI
:1
A
O c to b e r
P la n S y m b o ls
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f g e n
.d g n
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) A.2
W west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
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
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.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
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 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
CL
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
CL
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 west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
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)
HW
hex.
hdwl.
high water hexagon headwall ftg.
ft3 ft2 flg.
fin.
footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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.
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 yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
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.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
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 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
CL
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 west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
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)
HW
hex.
hdwl.
high water hexagon headwall ftg.
ft3 ft2 flg.
fin.
footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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.
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 yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
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 drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.
ga.
galvanized gage (gauge)
HW
hex.
hdwl.
high water hexagon headwall ftg.
ft3 ft2 flg.
fin.
footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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.
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 yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
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.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
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 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 footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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.
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 yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
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.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
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 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
CL
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 west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
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)
HW
hex.
hdwl.
high water hexagon headwall ftg.
ft3 ft2 flg.
fin.
CUYD
culv.
CUFT
cubic yard(s) culvert cubic foot (feet) mon.
min.
MGAL
max.
matl.
monument minimum thousand gallon maximum material ftg.
ft3 ft2 flg.
fin.
footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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.
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 yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
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
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.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
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 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
CL
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 west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
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)
HW
hex.
hdwl.
high water hexagon headwall
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.
AH
ADT
abut.
bearing bridge balance point bench mark back brg.
br.
BP
BM
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 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
CL
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 west drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
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)
HW
hex.
hdwl.
high water hexagon headwall ftg.
ft3 ft2 flg.
fin.
footing cubic foot (feet) square foot flange finish jt.
ID
joint inside diameter
LW
lt. or LT Ls
LPSM
long.
LNFT
lat.
lam.
L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve
NC
N normal crown north
OHW
OG
OD
o. to o.
o. c.
ordinary high water original ground outside diameter out to out on center pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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.
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 yd3 yd2 cubic yard(s) square yard sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
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 ordinary high water original ground outside diameter out to out on center ordinary high water original ground outside diameter out to out on center ordinary high water original ground outside diameter out to out on center ordinary high water original ground outside diameter out to out on center ordinary high water original ground outside diameter out to out on center
OHW
OG
OD
o. to o.
o. c.
OHW
OG
OD
o. to o.
o. c.
OHW
OG
OD
o. to o.
o. c.
OHW
OG
OD
o. to o.
o. c.
OHW
OG
OD
o. to o.
o. c.
SCALE IN MILES SCALE IN MILES
N
SCALE IN MILES
:1
O c to b e r
V ic in it y M a p s
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f g e n
.d g n
VICINITY MAPS
STATE PROJECT
NUMBER
SHEET
MT FS ERFO 2018(1)-73(1) A.3
Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, 0 01 2 31 1 2 3 41
36 31
MANAGEMENT AREA
STATE WILDLIFE
SUN RIVER
MANAGEMENT AREA
STATE WILDLIFE
WILLOW CREEK RESERVOIR
Augusta
MP 19.76
FSR 108
36 31
1 6
1 6
1 6
1 6
1 6
1 6
1 6
1 6
1 6
Augusta
Gillman
Airport
Augusta
Lake
Beale
Lake
Anderson Reservoir
Nilan
Lake
Anderson Reservoir
Nilan
PRESERVE
RIVER GATE
MP 8.87
FSR 235
MP 8.20
FSR 235
To Augusta
~20 miles
To Augusta
~23 miles
Sun River
Sun River
Reservoir
Creek
Willow
Wi llo w C re ek
Ros e
Crk
Creek
Creek
Shed
Cutrock
North Fork
W il lo w C re e k
Willow Creek
Little
N ForkWillow
C rk
Crk
Cutrock
Crk Shed
Will ow
C re ek
0 1 2 3 41
Lake
Glendora
Lakes
Reickoff
Lake
Burd Hill
ChoteauMANAGEMENT AREA
STATE WILDLIFE
EAR MOUNTAIN
S o u th F o r k
B e a r
G u lc h G u lc h
North Fork
Airport
STAKE BIRD PRESERVE
TETON-SPRING CREEK
Reservoir
Eureka
1 6
3136 36 31
1 6
36 31
1 6 1 6
36 31
36 31
Station
Gaging
Lonesome RidgeMP 9.24
FSR 109
MP 8.01
FSR 109
MP 6.91
FSR 109
MP 6.12
FSR 109
To Choteau
~28 miles
R ie r d o n
G r e e n G u lc h
Bellview Road
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I -
FSR 108 MP
19.76
FSR 109 MP
6.12
FSR 109 MP
6.91
FSR 109 MP
8.01
FSR 109 MP
9.24
FSR 235 MP
8.20
FSR 235 MP
8.87 ALLOWANCE Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND
STAKING LPSM ALL
A0060 15301-0010 CONTRACTOR QUALITY CONTROL
AND ASSURANCE LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15702-5000 SOIL EROSION CONTROL,
TEMPORARY DIVERSION BERM LPSM All ALL
A0140 15705-0100 SOIL EROSION CONTROL, SILT
FENCE LNFT 125 15 140
A0160 15705-1400 SOIL EROSION CONTROL, FIBER
ROLL LNFT 80 210 150 128 32 600
A0180 20301-1900 REMOVAL OF PIPE CULVERT (18") EACH 1 1 2
A0200 20401-0000 ROADWAY EXCAVATION CUYD 190 10 200
A0220 20402-0000 SUBEXCAVATION CUYD 137 13 150
A0240 20410-0000 SELECT BORROW CUYD 137 13 150
A0260 20420-0000 EMBANKMENT CONSTRUCTION CUYD 11 21 8 40
A0280 20435-1000 BACKFILL, SELECT GRANULAR CUYD 5 1 6
A0300 20701-0100 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE A
(NON-WOVEN) SQYD 256 44 300
A0320 20702-0300 GEOTEXTILE FILTER, CLASS 1,
TYPE C SQYD 184 367 49 600
A0340 20703-0000 GEOGRID (FACING) SQYD 448 52 500
A0360 20703-2000 GEOGRID, STABILIZATION SQYD 767 133 900
A0380 25101-0500 PLACED RIPRAP, METHOD A,
CLASS 5 CUYD 82 327 41 450
A0400 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 34 12 22 12 20 100
A0420 41801-2000 ASPHALT CONCRETE PAVEMENT
PATCH, TYPE 2 SQYD 9 1 10
A0440 60201-0800 24-INCH PIPE CULVERT LNFT 50 50 10 110
A0460 60203-0200 6-INCH SLOTTED DRAIN PIPE LNFT 115 5 120
A0480 60704-0000 CLEANING CULVERT IN PLACE EACH 3 3
A0500 61805-0000 RESET BARRIER (PRECAST
CONCRETE) LNFT 120 120
A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD
MINIMUM CAPACITY HOUR 10 20 30
MileStone: 100% Date Completed: In Progress Report Date: 11/08/21
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES
-N ov
-2
2:
P
M
Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities
C
TW
_E xp or t\ M
T
FS
E R
FO
8( 1)
-7 3(
1)
B .1
_m t-ef
1_
SO
Q .x ls m
]S he et
STATE PROJECT
B.1FS ERFO 2018(1)-73(1)MT
NUMBER
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I -
FSR 108 MP
19.76
FSR 109 MP
6.12
FSR 109 MP
6.91
FSR 109 MP
8.01
FSR 109 MP
9.24
FSR 235 MP
8.20
FSR 235 MP
8.87 ALLOWANCE Bid Schedule
A0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT
MINIMUM RATED CAPACITY
BUCKET, 24-INCH WIDTH HOUR 10 20 30
A0560 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC
YARD MINIMUM CAPACITY WITH
THUMB ATTACHMENT HOUR 10 20 30
A0580 62301-0000 GENERAL LABOR HOUR 40 40
A0600 62502-0000 TURF ESTABLISHMENT SQYD 834 445 445 76 1,800
A0620 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
-N ov -2
2:
P M
MileStone: 100% Date Completed: In Progress Report Date: 11/08/21
C
TW
_E xp or t\ M
T
FS
E R
FO
8( 1)
-7 3(
1)
B .1
_m t-ef
1_
SO
Q .x ls m
]S he et
2)
SUMMARY OF QUANTITIES
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
STATE PROJECT
B.2FS ERFO 2018(1)-73(1)MT
NUMBER
4" compacted depth
Roadway aggregate, method 2 1 :1
1:3
(typ.)
Geogrid, stabilization
(Non-woven) geotextile class 1, type A
Separation-stablization
6-inch slotted drain pipe
Match existing crown
TYPICAL SECTION
FSR 109 MP 6.91
STA 12+60 to 13+75
C o n s tr u c ti o n l im it
S lo p e s ta k e l im it s
CL
Existing ground
C o n s tr u c ti o n l im it
S lo p e s ta k e l im it
[1][2]
3' Lap
(typ.)
Select borrow limit
Excavation
Soil erosion control, silt fence
1:3
Profile grade
1:3
Match existing crown
:1
(typ.)
(facing)
Geogrid
(precast concrete)
Reset barrier
Backfill, select granular
Extend top course lap to back of excavation.
[2] geogrid layer to prevent contact between the two layers.
between geogrid reinforcement lap and overlaying
Place a thin layer (3-inch nominal) of select borrow [1]
FOOTNOTE:
NO SCALE
9" typ.
16'-20'
5'Varies
5' Varies
8' typ.
limits Turf establishment
Turf establishment limits
:3
O c to b e r
F S
R
M P
.9
R e in fo rc e d
S o il S lo p e T y p ic a l
S e c ti n
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f p ln
.d g n
TYPICAL SECTION
REINFORCED SOIL SLOPE
FSR 109 MP 6.91
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) E.1
Eq uip men t: L eic a T
S 1 5 t ota l st ati on s a nd Le ica gs
, G
S1 8 g nss
Out to
De sig n:M T_
FS
_E
RFO_2
8(1 )-7
2(1 )_mp6
.91 _su r.d gn
CP
CP
P
GPS
N
Profile grade
Existing ground
Line to be constructed
FSR 109 MP 6.91
BEGIN
(precast concrete)
Reset barrier
12+60 to 13+80
Slope stake limits
FSR 109 MP 6.91
END
silt fence
Soil erosion control, concrete barrier
Existing precast
S87 °30 '24
"E
S45°15'31"E
S54°19'04"E
N '5 "E
'147.47L =
'77.27T =
'200.00R =
(RT)42°14'53"Δ =
12+09.46PI
'79.06L = '39.61T = '500.00R =
(LT)09°03'33"Δ =
14+58.74PI
'355.70L = '202.10T = '300.00R =
(LT)67°56'02"Δ =
17+42.38PI
.1
T
.2
.9
PT
.6
.0
P O
B
.6
PO
E
6 1
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
5,410 5,410
5,420 5,420
5,430 5,430
-6.621%
-9.394%
.8
' VC50
18.03K =
'414.24SSD =
,4
.1
12+60
13+75
EL=5415.18'
E=1175494.760 N=1335428.027
EL=5,424.18'
E=1175412.419 N=1335508.268
:0
J a n u a ry
P la n
-P ro fi le c p w
-w o rk
\d \m t-e f1
(6 p ln p p .d g n
FSR 109 MP 6.91 PLAN-PROFILE
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) E.2
CL
Geotextile filter, class 1, type C
Existing ground
Placed riprap, method A, class 5
Profile grade construction
Embankment
TYPICAL SECTION
FSR 109 MP 9.24
STA 31+00 to 32+10
1V:5H
1V:2H
V :1
H
S lo p e s ta k e l im it s
C o n s tr u c ti o n l im it s
1V:2H
NO SCALE
14'
5'6'10' - 14'
2' min.
:1
O c to b e r
F S
R
M
P
.2 T y p ic a l
S e c ti
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f p ln p p .d g n
TYPICAL SECTION
FSR 109 MP 9.24
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) G.1
PS
G
PS
N
Profile grade Existing ground
Line to be constructed
FSR 109 MP 9.24
BEGIN
FSR 109 MP 9.24
ENDSlope stake limit fiber roll
Soil erosion control, Placed riprap, method A, class 5
N43°38'04"E N51°34'24"E
'83.13L =
'41.63T =
'600.00R =
(RT)07°56'20"Δ =
31+85.21PI
.5
.7
.0
P
O B
.7
P
O
0 3 1 3
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50
5,640 5,640
5,642 5,642
5,644 5,644
5,646 5,646
5,648 5,648
5,650 5,650
5,652 5,652
5,654 5,654
5,656 5,656
-0.614% +0.515%
.7
' VC50
44K =
'INFHLSD =
,6
.2
31+00
EL=5650.27
E=1165708.672 N=1331803.231
32+10
EL=5650.01
E=1165787.143 N=1331880.212
FSR 109 MP 9.24 PLAN-PROFILE
:1
O c to b e r
F S
R
M
P
.2 P la n -P ro fi le
T
W E x p o rt
\M T
F S
E R
F O
(1
(1 m t-e f1
(9 p ln p p .d g n
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) G.2
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
1.
20101 1335248.151 1175737.089 5393.897 47°52'03.867736"N 112°43'56.107412"W 5351.0349 0.999248764 5/8" IR W/FHWA ALUM CAP
20102 1335413.719 1175493.507 5413.607 47°52'05.401862"N 112°43'59.778871"W 5370.7528 0.999247935 5/8" IR W/FHWA ALUM CAP
20103 1335549.436 1175218.556 5435.774 47°52'06.628684"N 112°44'03.892220"W 5392.9294 0.999246966 5/8" IR W/FHWA ALUM CAP
20104 1335585.007 1174911.377 5442.141 47°52'06.854366"N 112°44'08.417442"W 5399.3084 0.999246678 5/8" IR W/FHWA ALUM CAP
20105 1335619.498 1174615.377 5439.852 47°52'07.073905"N 112°44'12.778120"W 5397.0309 0.999246802 5/8" IR W/FHWA ALUM CAP
20201 1331984.048 1165901.876 5648.341 47°51'27.636261"N 112°46'18.300180"W 5605.8584 0.999233986 5/8" ir w/fhwa alum cap
20202 1331792.335 1165718.563 5649.506 47°51'25.669415"N 112°46'20.869719"W 5607.031 0.999233788 5/8" ir w/fhwa alum cap
20203 1331407.995 1165352.831 5659.581 47°51'21.727026"N 112°46'25.994973"W 5617.1214 0.999233024 5/8" ir w/fhwa alum cap
20204 1331221.879 1165169.121 5666.600 47°51'19.815181"N 112°46'28.573603"W 5624.1482 0.999232552 5/8" ir w/fhwa alum cap
MP 9.24
PROJECT :South Fork Teton MP 6.91 & 9.24 DATE OF FIELD WORK : August-September 2020 DATE OF FINAL ADJUSTMENT : September 2020
PROJECT UNITS : International Foot COORDINATE SYSTEM : Montana SPCS NAD83 2011
EPOCH DATE : 2010.0000
VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18
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.
MP 6.91
C
M yF ile s\
Pr oj ec ts
_2
0\ M on ta na \S ou th
_F or k_ Te to n\ fie ld
S ou th _F or k_
Te to n_ M
P6 .9
1_ 9.
_c on tr ol sh ee t.
xl sx
]S he
-J un -2
3:
P M
W
FL
H D
S ur ve y
W
FL
H D
S ur ve y
D es ig ne d by
C he ck ed b y:
STATE PROJECT
J.1
SHEET
NUMBER
FS ERFO 2018(1)-73(1)MT
SURVEY CONTROL
MT FS ERFO 2018(1)-73(1) K.1
MT FS ERFO 2018(1)-73(1) K.2
MT FS ERFO 2018(1)-73(1) K.3
"8
Outside margin =
"8
Border radius = 1
"8
Border thickness = specific project information background. Adjust text to match
Black border and text on white
Refer to Subsection 107.01A
SWPPP Sign
3'-6"
2" C
2"
2" C
3"
" B2
"2
4" C
3"
14"
:1 o v e m b e r
S W
P P
P S ig
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f e c .d g n
SWPPP SIGN
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) K.4
MT FS ERFO 2018(1)-73(1) L.1
MT FS ERFO 2018(1)-73(1) L.2
MT FS ERFO 2018(1)-73(1) L.3
MT FS ERFO 2018(1)-73(1) L.4
FSR 109 MP 6.91, FSR 235 MP 8.20 and FSR 235 MP 8.87.
Flagger hours estimated to be used for FSR 109 MP 8.01, [1]
FOOTNOTE:
:5
O c to b e r
T a b u la ti o n o f T e m p o ra ry
T ra ff ic
C o n tr o l
Q u a n ti ti e c p w w o r k \d
\m t-e f tt c .d g n
TRAFFIC CONTROL QUANTITIES
TABULATION OF TEMPORARY
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) M.1
:5
O c to b e r
T e m p o ra ry T ra ff ic C o n tr o l
P la
T W
E x p o r t\
M T
F S
E R
F O
\m t-e f tt c .d g n
CONTROL PLAN
TEMPORARY TRAFFIC
STATE PROJECT
NUMBER
MT FS ERFO 2018(1)-73(1) M.2
6 MP 19.76
FSR 108
MP 8.87
FSR 235
MP 8.20
FSR 235
To Augusta
~20 miles
To Augusta
~23 miles
0 1 2 3 41 0 1 2 31
PRESERVE
RIVER GATE
FSR 23
MANAGEMENT AREA
STATE WILDLIFE
SUN RIVER
Sun River
Ros eCrk
MANAGEMENT AREA
STATE WILDLIFE
EAR MOUNTAIN
S o u th F k
B e a r
G u lc h
G u lc h
Station
Gaging
Ridge Lonesome
MP 9.24
FSR 109
MP 8.01
FSR 109 MP 6.91
FSR 109
MP 6.12
FSR 109 To Choteau
~28 miles
R ie r d o n
G r e e n G u lc h
B e llv ie w R o a d
0 1 2 3 41
FSR 1
F S
R
FSR 108
See "Single Lane Closure Layout (With Stop Sign)" See "Single Lane Closure Layout (With Stop Sign)"
See "Single Lane Closure Layout (With Stop Sign)" See "Road Closure Layout (With Flaggers)" See "Road Closure Layout (With Flaggers)"
See "Road Closure Layout (With Flaggers)" See "Single Lane Closure Layout (With Flaggers)"
MT FS ERFO 2018(1)-73(1) M.3
MT FS ERFO 2018(1)-73(1) M.4
MT FS ERFO 2018(1)-73(1) M.5
MT FS ERFO 2018(1)-73(1) M.6
| 2022-01-10T12:00:31-0800 | |
| BRENT L COE |
File details come from the government source that posted it. Updated .