MT_Beaverhead_273(1)_Plan_Set_06-14-2016.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION APPROVED:

RECOMMENDED:

DATE

DATE

Project Location

ELK LAKE ROAD

PLANS FOR PROPOSED PROJECT

Western Federal Lands Highway Division

Director, Project Delivery, Western Federal Lands Highway Division

Project Manager, COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

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

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 Glasglow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

MT BEAVERHEAD 273(1)

MONTANA

BEAVERHEAD COUNTY

RED ROCK LAKES NATIONAL WILDLIFE REFUGE

MT BEAVERHEAD 273(1) ELK LAKE RD A.1

STATE PROJECT

NUMBER

SHEET

J u n

A

M

M T

B e a v e r h e a d

T it le S h e e t.

d g n

I n t_ ft

D

C h e c k e d b y

D e s ig n e d b y

LENGTH 2.79 MILES

N

0 1 2

Scale in miles

R ed

R o c k

C re e k

Ba ttl e

C re e k

Cr ee k

H a ck e tt

C re e k

National Wildlife Refuge

Red Rock Lakes

Red Rock Lakes

National Wildlife Refuge

Red Rock Lakes

National Wildlife Refuge

BEGIN PROJECT

END PROJECT

248+17.35

100+84.11 Widgeon Pond

R o a d

R ed

R o c k

C re e k

S o u th

V a ll e y

PLANS PREPARED BY:

FOR

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

6%

30 MPH

2%

Elk Lake Road

Area Staging

Elk S p rin g s

N o rt h V a ll e y

R o a d e (max)

V

T

ADT (2025)

ADT (2015)

W e s t

Y e ll o w s to n e

M T

M il e s

55 M iles

Lim a, M

T

C r e e k

See Sheet A.2 for Index to Sheets

Elk Springs

Detour

100% PLAN REVIEW

and bridges

Grading, drainage, aggregate base

PRELIM

IN

ARY

Not For

Con str uc tio n

Leeann.Bush Rectangle

INDEX TO SHEETS

MT BEAVERHEAD 273(1) ELK LAKE RD

A.2

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

A. GENERAL INFORMATION

A.4

A.3

A.2

A.1

B. SUMMARIES

SUMMARY OF QUANTITIES

C. TYPICAL SECTION

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

C.2

C.1

D. PLAN - PROFILE

B.1 - B.2

E. APPROACH ROADS

F. EROSION CONTROL

H. DRAINAGE

H.5

H.4

H.3

H.2

H.1

P. BRIDGES

T. TEMPORARY TRAFFIC CONTROL

E.1 APPROACH ROAD SUMMARY AND TYPICAL SECTIONS APPROACH ROADS

INDEX TO SHEETS

ELK SPRINGS CREEK AND RED ROCK CREEK BRIDGE TYPICAL SECTION

ELK SPRINGS CREEK BRIDGE FOUNDATION LAYOUT

ELK SPRINGS CREEK BRIDGE PLAN AND ELEVATION

RED ROCK CREEK BRIDGE FOUNDATION LAYOUT

RED ROCK CREEK BRIDGE PLAN AND ELEVATION

F.11

F.10

F.9

F.8

F.2 - F.7

F.1

STD. DRWG. 602-4, METAL END SECTIONS

METAL AND PLASTIC PIPE CULVERT BEDDING

STD. DRWG. 602-2, METAL PIPE CULVERT COUPLING BAND

STD. DRWG. 602-1, METAL PIPE CULVERT

TABULATION OF DRAINAGE QUANTITIES

STD. DRWG. 635-14, TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION WOOD POSTS

STD. DRWG. 635-8, TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT (WITH STOP SIGNS)

STD. DRWG. 635-6, TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)

STD. DRWG. 635-1, TEMPORARY TRAFFIC CONTROL ADVANCE SIGNING

ELK LAKE ROAD TRAFFIC CONTROL DETOUR PLAN

ELK LAKE ROAD TRAFFIC CONTROL PLAN

TABULATION OF TRAFFIC CONTROL QUANTITIES

T.7

T.6

T.5

T.4

T.3

T.2

T.1

SUBEXCAVATION DETAILS

INFORMATION KIOSK PARKING/PULLOUT DETAIL

RED ROCK CREEK PARKING/PULLOUT DETAIL

PLAN - PROFILE MAINLINE

SURVEY CONTROL

TABULATION OF PLAN AND PROFILE QUANTITIES

D.17

D.16

D.15

D.4 - D.14

D.3

D.1 - D.2

P.5

P.4

P.3

P.2

P.1

STABILIZED CONSTRUCTION EXIT

SOIL EROSION CONTROL TEMPORARY INLET PROTECTION DETAIL

STD. DTL. W157-5, FIBER ROLL

STD. DTL. W157-1, SILT FENCE

EROSION CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

J u n

A

M

M T

B e a v e r h e a d I n d e x S h e e t.

d g n

I n t_ ft

D e c k e d b y s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc tio n

M a y

A

M

M T

B e a v e r h e a d

V ic in it y M a p .d g n

I n t_ ft

D e c k e d b y s ig n e d b

T . 1

S . R

. 1 W

T . 1

S . R

. 1 W

Elk Lake Road

BEGIN PROJECT

100+84.11

248+17.35

END PROJECT

ht r o N y ell a V d a o R ht u o S y ell a V d a o R

Widgeon Pond

M a cD o n a ld

Pond

Ha ck et t

C re ek

C re e k

C re e k

R o c k

R e d

R e d

R o ck

Creek

C re e k revluC dao R sg ni rp

S

N

S p r in g s

Elk

E lk

A.4

2000'1000'0

Scale in Feet

National Forest

Beaverhead-Deerlodge

National Forest

Beaverhead-Deerlodge

Creek bridge

Red Rock

VICINITY MAP

W e s t

Y e ll o w s to n e

M T

M il e s

55 M iles

Lim a, M

T

National Wildlife Refuge

Red Rock Lakes

N a ti o n a l

W il d li fe R e fu g e

R e d R o c k L a k e s

R e fu g e

N a ti o n a l

W il d li fe

R e d R o c k L a k e s

R e fu g e

N a ti o n a l

W il d li fe

R e d R o c k L a k e s

Detour

2 1 3

8 7 6

T . 1

S . R

. 1 E

T . 1

S . R

. 1 E

Elk Springs Creek bridge

270' left to 104+00, Sta. 100+50

Staging Area

PRELIM

IN

ARY

Not For

Con str uc

TYPICAL SECTIONS

NO SCALE

el b air a

V elbairaV

%2%2

FOOTNOTE:

C le a r in g l im it s

C le a r in g l im it s

Variable 10'-0" 10'-0" Variable

3'-0"

Traveled way Traveled way

5'-0"

1:3

1:31:3

6" compacted depth

Aggregate surface course, el b air a

V elbairaV

%2%2

C le a r in g l im it s

C le a r in g l im it s

Variable 10'-0" 10'-0" Variable 3'-0"

Traveled way Traveled way

5'-0"

1:3

1:31:3

6" compacted depth

Aggregate surface course, 12" compacted depth

Aggregate base, Grading D

240+00.00 to 248+17.35

100+84.11 to 112+00.00

ELK LAKE ROAD

C.2

Dry Method and Fertilizer

Topsoil, Seeding, Dry Method and Fertilizer

Topsoil, Seeding, Dry Method and Fertilizer

Topsoil, Seeding, Dry Method and Fertilizer

Topsoil, Seeding, 5'-0"

S lo p e s ta k e l im it s

S lo p e s ta k e l im it s

5'-0"

S lo p e s ta k e l im it s

S lo p e s ta k e l im it s

2 C le a r in g l im it s

5'-0"

S lo p e s ta k e l im it s

2'-0"

D

0.25 D

ground

Original

SLOPE ROUNDING DETAIL

Clearing and grubbing limits E d g e o f e x is ti n g r o a d

Clearing and grubbing limits

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

Clearing and grubbing limits E d g e o f e x is ti n g r o a d

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

Clearing and grubbing limits

236+57.00 to 240+00.00

235+97.00 to 236+57.00 - Bridge

116+58.00 to 235+97.00

115+98.00 to 116+58.00 - Bridge

112+00.00 to 115+98.00

ELK LAKE ROAD

ground

Original ground

Original

Profile grade

Profile grade

Limits of rounding to be approved by the CO.

the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated on unclassified borrow Embankment material or unclassified borrow Embankment material or class 1, woven, type A or B

Separation-stabilization geotextile, M a y

A

M

M T

B e a v e r h e a d

C .d g n

I n t_ ft

D e c k e d b y s ig n e d b

IN

ARY

Not For

Con str uc umn: A B C D E F G H I

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

14101 140432.80 1407580.23 6663.91 44˚ 36' 50.061637" N 111˚ 39' 13.263383" W 6634.71 0.99993659 5/8" IR WITH FHWA CAP

14102 141117.71 1408141.94 6666.47 44˚ 36' 56.972865" N 111˚ 39' 5.7631110" W 6637.28 0.99993510 5/8" IR WITH FHWA CAP

14103 141312.53 1407313.75 6660.34 44˚ 36' 58.670596" N 111˚ 39' 17.279337" W 6631.14 0.99993506 5/8" IR WITH FHWA CAP

14104 144167.42 1406209.73 6655.50 44˚ 37' 26.542982" N 111˚ 39' 33.620084" W 6626.29 0.99992979 5/8" IR WITH FHWA CAP

14105 146202.43 1406308.59 6653.91 44˚ 37' 46.651690" N 111˚ 39' 33.029305" W 6624.70 0.99992590 5/8" IR WITH FHWA CAP

14106 153360.62 1406260.68 6639.04 44˚ 38' 57.277323" N 111˚ 39' 36.420189" W 6609.87 0.99991277 5/8" IR WITH FHWA CAP

14107 154165.82 1406448.92 6647.84 44˚ 39' 5.274460" N 111˚ 39' 34.124950" W 6618.68 0.99991079 5/8" IR WITH FHWA CAP

14108 154636.45 1407305.38 6666.41 44˚ 39' 10.151683" N 111˚ 39' 22.463817" W 6637.27 0.99990895 5/8" IR WITH FHWA CAP

Note:

PROJECT :Elk Lake Road DATE OF FIELD WORK : Fall 2014 DATE OF FINAL ADJUSTMENT : Fall 2014

PROJECT UNITS : International Foot COORDINATE SYSTEM : NAD83(2011); Montana 2500

EPOCH DATE : 2010.0000

VERTICAL DATUM : NAVD88 Geoid 12A

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.

STATION AND OFFSET

Not on line to be constructed

249+89.75, 34.01 Rt

Not on line to be constructed

101+47.07, 49.09' Lt

110+04.32, 47.33' Lt

143+53.14, 36.55' Lt

163+91.84, 25.95' Lt

241+47.19, 20.68' Rt

STATE PROJECT

MT Beaverhead 273(1) D.3MT S

Tr an pr oj

\1

_E lk L ak e

-A pr -2

7:

A M

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

SHEET

PRELIM

IN

ARY

Not For

Con str uc

6660 6660

5 6

INFO

INFO

US FISH AND WILDLIFE

W A R N I N G

B U R I E D

U T I L I T Y

TELPHONE

REF

UGE

BOUNDARY

NO

HUNTI

NG

ELK

LAKE

RES

ORT

NATIONAL REFUGE BOUNDARY

T 276901284

T

UP

FIBER 276

GPS

CP

BM9X12X9ROCK

14102

14103

TH-11

P O

T

.0

P C

.8

P C

C

.7

P T

.5

5 P

C

.9

2 1

P T

.8

S U P

S U P

CUYD

EXC.

CUYD

EMB.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Existing ground

,6

.8

.1

Profile grade

,6

.8

,6

.0

-0.3000%

-0.7168%

,6

.5

200' VC

K = 480

SSD = 1694'

.0

.0

200' VC

K = 63

SSD = 311'

50' Subexcavation (Full width)

N

BEGIN CONSTRUCTION

S O

U T

H V

A L L E

Y R

O A

D

100+00 105+00104+00103+00102+00101+00 106+00 107+00 108+00 109+00 110+00 e = 0.022 e = NC e = Transition to Existing

R = 25'

D.4

ELEV 6,666.81

E 1408213.11

N 141137.05

100+84.11

ELK LAKE RD

MT BEAVERHEAD 273(1)

L = 119.95'

T = 61.84'

R = 200.00'

D

Curve = C-1

L = 161.79'

T = 80.94'

R = 2,000.00'

D

Curve = C-2

L = 186.94'

T = 93.49'

R = 3,600.00'

D

Curve = C-3

Staging Area

101+12.92

12.40' Rt.

100+69.97

55.12' Rt.

101+44.75

10.00' Lt.

101+02.78

43.42' Lt.

D.4

D.5

D.6 D.7 D.8 D.9 D.10 D.11

D.12 D.13 D.14

"D" SHEET LEGEND

N

270' left to 104+00, Sta. 100+50

Staging Area

1,007

R = 75'

ER

ER

Line to be constructed Slope stake limits

Slope stake limits

PRELIM

IN

ARY

Not For

Con str uc

6645 664

66456

W A

R N I

N G

B U

R I

U

I L

I T

Y

T E L E P H

O N E

R E D R

O C

K C

R E E K

N O M

O T O

R V

E H

IC

L E S

R E F U

G E B

O U

N D

A R

Y

F

IS

H

IN

G

IN

F O

S E R

V

IC

E R

O A D

R E F U

G E B

O U

N D

A R

Y

T

R E D R

O C

K C

R E E K

C P

H

A L T

L O

C A T

IO

N A

P P R

O X

IM

A T E

" C

M P

IN

L E T

P T

.8

P C

.0

P T

.2

P C

.6

P T

.6

P C

.1

P T

.3

P C

.9

CUYD

EXC.

J u n

P

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

R e d R o c k C r e e k

Horizontal realignment area

Profile grade

.0

.0

Removal of structure (bridge)

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P

L o c a ti o n a p p r o x im a te x

C M

P

.6 R e m o v e c u lv e r t.

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P

L o c a ti o n a p p r o x im a te x

C M

P

.3 R e m o v e c u lv e r t.

-3.8682%

,6

.3

,6

.6

-0.4000%

-0.7000%

,6

.5

-0.3000%

.0

200' VC

K = 58

150' VC

K = 500

SSD = 2290'

.0

150' VC

K = 375

.0

Subexcavation (Wetland Rt.) Subexcavation (Wetland Rt.) Subexcavation (Wetland Rt.)

Subexcavation (Wetland Lt.)

See "P" sheets

Proposed 60' x 29'-3" bridge, N

RED

CREEK

110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 e = 0.060 e = 0.060 e = 0.054

D.5

R O

C K

114+88.24

10.00' Rt.

114+88.24

10.00' Lt.

115+98.00

116+58.00

115+98.00

116+58.00

117+63.63

10.00' Rt.

117+63.63

10.00' Lt.

L = 227.14'

T = 116.72'

R = 400.00'

D

Curve = C-6

Curve = C-5

D

R = 235.00'

T = 127.06'

L = 232.96'

L = 304.22'

T = 177.64'

R = 235.00'

D

Curve = C-4

113+94.72

55.00' Lt.

113+31.66

55.00' Lt.

Begin bridge

14.625' Rt.

Begin bridge

14.625' Lt.

End bridge

14.625' Lt.

End bridge

14.625' Rt.

111+98.99

10.00' Lt.

Slope stake limits

ER

Removal of structure (bridge) method 1 obliteration, Roadway

Slope stake limits

12 8

Line to be constructed

6,898

ER

method 1 obliteration, Roadway

Parking pullout

R = 290'

PRELIM

IN

ARY

Not For

Con str uc

66456645

D I

C

M P I

N L E

T

R E F

U G

E B

O U

N D

R Y

N A

T I O

N A

L W

I L

D L I F

R E

C

M P I

N L E

T

N A

T I O

N A

L W

I L

D L I F E R

E F

U G

E B

O U

N D

A R

Y

C

M P I

N L

L O

C A

T

IO

N A

P P

R O

X

IM

A T E

C

M

.3

P C

.9

P T

.5

P C

.8

P R

C

.4

P T

.8

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade

Horizontal realignment area

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P

L o c a ti o n a p p r o x im a te x

C M

P

.3 R e m o v e c u lv e r t.

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P x

C M

P

.7 R e m o v e c u lv e r t.

,6

.1

-0.3000%

+0.3000%

.0

200' VC

K = 333

Subexcavation (Wetland Rt.)

Subexcavation (Wetland Lt.)

Subexcavation (Wetland Rt.and Lt.)

E n d s e c ti o n s l t.

r t.

x

C M

P

I n s ta ll

E q u iv a le n t x

C M

P

.9 R e m o v e c u lv e r t.

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P x

C M

P

.7 R e m o v e c u lv e r t.

N

125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00

Slope stake limits e = 0.040 e = 0.050 e = NC

D.6

T = 106.66'

L = 209.62'

R = 460.00'

D

Curve = C-7

D

Curve = C-8

R = 770.00'

T = 49.84'

L = 99.55'

D

Curve = C-9

R = 10,000.00'

T = 202.77'

L = 405.48'ER

ER

Roadway obliteration, method 1

Line to be constructed

Slope stake limits

3,263

PRELIM

IN

ARY

Not For

Con str uc

0 6650

6655 6655

R E F

U G

E B

O U

N D

A R

Y N

A T I O

N A

L W

I L

D L I F

' x

C

M P I

N L E

T

P I P E U

N K

N O

W N

L O

C A

T I O

N A

P P

R O

X I

M A

T E

C

P C

.6

P T

.2

P C

.0

P T

.4

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade

T y p e s iz e u n k n o w n

.7 R e m o v e c u lv e r t.

x

C

M P

.0 R e m o v e c u lv e r t.

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P x

C M

P

.4 R e m o v e c u lv e r t.

,6

.0

+0.3000%

,6

.0

+1.2587

+0.3000%

,6

.6

-0.4189%

.0

200' VC

K = 209

200' VC

K = 209

SSD = 793'

.0

200' VC

K = 278

SSD = 1024'

.0

Subexcavation (Wetland Rt.and Lt.)

N

140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 155+00 e = RC

D.7

154+00 e = 0.028

L = 180.61'

T = 90.40'

R = 1,565.00'

D

Curve = C-10

Curve = C-11

D

R = 2,470.00'

T = 133.83'

L = 267.40'

Slope stake limits

ER

ER

Slope stake limits

3,347

Line to be constructed

PRELIM

IN

ARY

Not For

Con str uc

66506650

T

G P

S

P C

.8

P T

.5

P C

.6

P T

.4

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade

,6

.9

-0.4189%

,6

.3

+0.4000%

,6

.8

-0.9822%

-2.1041%

,6

.9

+3.6

5%

200' VC

K = 244

.0

.0

200' VC

K = 145

SSD = 581'

.0

200' VC

K = 178

SSD = 692'

.0

200' VC

K = 35

Subexcavation (Wetland Rt.)

Subexcavation (Wetland Lt.)

E n d s e c ti o n s l t.

r t.

x

C M

P

.1 I n s ta ll

155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 e = NC e = NC

D.8

D

Curve = C-12

R = 10,000.00'

T = 76.35'

L = 152.70'

L = 316.80'

T = 158.41'

R = 10,000.00'

D

Curve = C-13

ER

ERSlope stake limits

1,909

Line to be constructed Slope stake limits

PRELIM

IN

ARY

Not For

Con str uc

66506650

6650 6650

66506650 6650

W A

R N

I N

G B

U R

I E

D U

T I L

I T

Y

T E

L E P

H O

N E

W A

R N

I N

G B

U R

I E

D U

T I L

I T

Y

T E

L E P

H O

N E

R E F

U G

E B

O U

N D

A R

Y N

A T I O

N A

L W

I L

D L I

F

U G

E B

O U

N D

A R

Y N

A T I O

N A

L W

I L

D L I F E x

C

M P

P T

.4

P C

.6

P T

.6

P C

.1

P T

.4

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade x x

C M

P

.0 R e m o v e c u lv e r t.

+3.6

5%

,6

.9

,6

.2

+0.5000%

,6

.5

-0.4000%

-0.5549%

100' VC

K = 32

SSD = 263'

.0

200' VC

K = 222

SSD = 838'

.0

.0

200' VC

K = 1291

SSD = 4390'

Subexcavation (Wetland Lt.)

N

170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 e = NC e = NC

D.9

L = 115.05'

T = 57.53'

R = 10,000.00'

D

Curve = C-14

L = 106.27'

T = 53.14'

R = 50,000.00'

D

Curve = C-15

ER

2,326

7 13 1 2

Slope stake limits

Slope stake limits Line to be constructed

ER

PRELIM

IN

ARY

Not For

Con str uc

6645 6645

66456645

6645 6645

66456645

T

W A

R N

I N

G B

U R

I E

D U

T I L

I T

Y

T E

L E P

H O

N E

R E F

U G

E B

O U

N D

A R

Y N

A T I O

N A

L W

I L

D L I

L O

C A

T I O

N A

P P

R O

X I

M A

T E

C

P C

.4

P T

.4

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade

.0

,6

.0 a p p r o x im a te

L o c a ti o n

S iz e u n k n o w n

.6 R e m o v e c u lv e r t.

,6

.8

,6

.0

-0.5000%

,6

.4

-0.3000% +0.3000%

200' VC

K = 3644

.0

.0

200' VC

K = 1000

.0

200' VC

K = 333

200' VC

K = 286

SSD = 1049'

N

185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00

Slope stake limits

Slope stake limits e = NC

D.10

L = 244.05'

T = 122.02'

R = 30,000.00'

D

Curve = C-16

Line to be constructed

ER

1,177

ER

PRELIM

IN

ARY

Not For

Con str uc

T

C

M P

X

X

N A

T I O

N A

L W

I L

D L I F E R

E F

U G

E

N A

T I O

N A

L W

I L

D L I F E R

E F

U G

E B

O U

N D

A

Y

P C

.1

P T

.1

P C

.0

P T

.4

P C

.6

PT 215+

24.43

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade

,6

.4

-0.4000%

,6

.9

.0

200' VC

K = 286

SSD = 1049'

.0

200' VC

K = 245

E n d s e c ti o n s l t.

r t.

I n s ta ll

E q u iv a le n t x

C M

P x

C M

P

.6 R e m o v e c u lv e r t.

N

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00

6620 6620

Slope stake limits e = NC e = NC e = 0.060

D.11

L = 218.94'

T = 109.47'

R = 30,000.00'

D

Curve = C-17 D

R = 30,000.00'

T = 78.71'

Curve = C-18

L = 157.42'

Curve = C-19

D

R = 235.00'

T = 125.02'

L = 229.79'

Line to be constructed

ER

ER

Slope stake limits

1,290

28 49

.5

D r a in

G r a d e t o

PRELIM

IN

ARY

Not For

Con str uc

WARNING

BURIED

UTILITY

T E

L E P

H O

N E

B O

U N

D A

R Y

W I D

G E

O N P

O N

D

X

X

N O S

N O

W M

O B I L E S

L O

C A

T I O

N A

P P

R O

X I M

A T

E

C

P T .4

P C .3

P R

C

.0

P R

C

.3

PT

.9

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

Profile grade

E n d s e c ti o n s l t.

r t.

.0 I n s ta ll x

C M

P

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P x

C M

P

.0 R e m o v e c u lv e r t.

,6

.4

+0.4174%

,6

.2

-0.3000%

-2.5960%

,6

.0

-0.3000%

200' VC

K = 279

SSD = 1026'

.0

.0

200' VC

K = 87

SSD = 389'

.0

200' VC

K = 87

Subexcavation (Wetland Rt.)

E n d s e c ti o n s l t.

r t.

x

C M

P

.0 I n s ta ll

215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 e = 0.056 e = 0.060

D.12

L = 273.71'

T = 144.28'

R = 350.00'

D

Curve = C-20

Curve = C-22

D

R = 235.00'

T = 138.01'

L = 249.57' e = NC

L = 379.27'

T = 189.73'

R = 5,000.00'

Curve = C-21

D

223+77.99

10.00' Rt.

223+92.91

22.86' Rt.

224+17.15

10.00' Rt.

224+02.34

22.24' Rt.

9.4

.6

.8

Slope stake limits

Line to be constructed

R = 15' R = 15'

Roadway obliteration, method 1

Slope stake limits

ER

ER

End sections lt. & rt.

Install 24" x 30' CMP

2,704

PRELIM

IN

ARY

Not For

Con str uc

30 6

R E F

U G

E

WA

R

NI

N

G B

URI

E

D

UTI

LI

T

Y

T E L E P

H O

N E

E L K S

P R

IN

G S

F

IS

H

IN

G A

R E

A

B O

U N

D A

R Y

WA

R

NI

N

G B

URI

E

D

UTI

LI

T

Y

T E L E P

H O

N E

M O

O S

E H

U N

T

IN

G O

N L

Y

C

M P I

N L E

T

N O S

N O

W M

O B

IL

E

N A

T

IO

N A

L W

IL

D

L

IF

E R

E F

U G

E

N O M

O T

O R V

E H

IC

L E S

G P S

S

Q U

A R

E P I P E I

N L

L O

C A

T I O

N A

P P

R O

X I M

A T

E

C

M P I

N L E

T

P C

.7

P C

C

.0

P C

C

.7

P T .5

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

E lk S p r in g s C r e e k s q u a r e p ip e c u lv e r t.

x

.5 R e m o v x

C M

P c u lv e r t.

.9 R e m o v e

E n d s e c ti o n s l t.

r t.

I n s ta ll x

C M

P

L o c a ti o n a p p r o x im a te x

C M

P

.6 R e m o v e c u lv e r t.

.0

.0

Profile grade

,6

.1

+0.4920%

,6

.1

,6

.3

+3.0

+0.9885%

,6

.0

.0

200' VC

K = 253

160' VC

K = 80

SSD = 410'

.0

.0

160' VC

K = 64

200' VC

K = 290

SSD = 1065'

.0

Subexcavation (Wetland Rt.)

Subexcavation (Wetland Lt.)

Subexcavation (Wetland Rt.)Subexcavation (Wetland Rt.)

Subexcavation (Wetland Lt.)

See "P" sheets

Proposed 60' x 29'-3" bridge, N

ELK

S P

R

IN

G S

CREEK

230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 e = 0.060 e = NC e = 0.040

D.13

L = 173.26'

T = 90.78'

R = 235.00'

D

Curve = C-23

L = 442.72'

T = 221.69'

R = 3,300.00'

D

Curve = C-24

L = 169.79'

T = 85.21'

R = 800.00'

D

Curve = C-25

235+97.00

Begin bridge

14.625' Rt.

235+97.00

Begin bridge

14.625' Lt.

235+97.00

10.00' Rt.

235+97.00

10.00' Lt.

236+57.00

End bridge

14.625' Lt.

238+00.00

10.00' Lt.

236+57.00

End bridge

14.625' Rt.

238+00.00

10.00' Rt.

Line to be constructed

ER

ER

Slope stake limits

Slope stake limits

4,499

PRELIM

IN

ARY

Not For

Con str uc

T

B O

U N

D A R Y

B O

U N

D A R Y

B O

U N

D A

R Y

B O

U N

D A

R Y

B O

U N

D A

R Y

IN

F O

IN

F O

IN

F O

S

Q U

A R

E P

IP

E

N A

T

IO

N A

L W

IL

D

L

IF

E R

E F U

G E

N O M

O T

O R V

E H

IC

L E S

C P

W

IL

D L

IF

E R

E S

E R

V A

T

IO

N

IN

F O

R M

A T

IO

N

P C

C

.7

P T

.5

P C

.3

P T

.8

P O

T

.0

CUYD

EXC.

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

,6

.0

.3

Existing ground

T o r e m a in i n p la c e s q u a r e p ip e x

.5

+0.3000%

200' VC

K = 290

SSD = 1065'

.0

,6

.0

Profile grade

100' Subexcavation (Full width)

N

N O

R T

H V

A L L E

Y R

O A

D

END CONSTRUCTION

R = 40'

R = 25'

245+00 246+00 247+00 248+00 249+00 250+00

6670 6670

D.14 e = 0.040

Curve = C-26

D

R = 2,275.00'

T = 39.77'

L = 79.53' Curve = C-25

D

R = 800.00'

T = 85.21'

L = 169.79'

ELEV 6,645.02

E 1406357.35

N 154016.16

248+17.35

ELK LAKE RD

MT BEAVERHEAD 273(1)

247+25.30

10.00' Lt.

247+64.70

43.07' Lt.

247+67.96

61.60' Lt.

248+17.35

9.42' Lt.

248+08.57

9.81' Lt.

247+84.76

33.04' Lt.

247+82.77

61.47' Lt.

248+17.35

11.81' Rt.

247+25.30

10.00' Rt.

14.8

.8

.1

ER

ER

e = Existing

Slope stake limits surface course

Place 6" aggregate

Information kiosk pullout

Slope stake limits

Line to be constructed

PRELIM

IN

ARY

Not For

Con str uc

P C

.0

P T

.2

J u n

P

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

D.15

Line to be constructed

6" compacted depth

Aggregate surface course, PARKING/PULLOUT DETAIL

RED ROCK CREEK

class 1, type A

Separation-stabilization geotextile, 12" compacted depth

Aggregate base, Grading D

ER

ER

ER

R = 290'

Slope stake limits

Slope stake limits

ER

ER

GRAVEL SECTION DETAIL

(see detail) place gravel section cross sections and

Grade pullout per method 1

Roadway obliteration, 111+98.99, 10.00' Lt.

E 1407128.15

N 141383.71

113+31.66, 55.00' Lt.

E 1406977.37

N 141420.36

113+94.72, 55.00' Lt.

E 1406931.44

N 141482.88

114+88.24, 10.00' Lt.

E 1406942.27

N 141596.95

PRELIM

IN

ARY

Not For

Con str uc

P C

C

.7

P T

.5

M a y

A

M

M T

B e a v e r h e a d

D .d g n

I n t_ ft

D e c k e d b y s ig n e d b

D.16

Kiosk

Information

PARKING/PULLOUT DETAIL

INFORMATION KIOSK

R = 50'

R = 50'

Line to be constructed

ER

ER

ER

R = 65'

R = 5'

R = 5'

R = 55'

Slope stake limits

6" compacted depth

Aggregate surface course, GRAVEL SECTION DETAIL

(see detail)

Place gravel section

Information kiosk pullout, 10.00' Rt.

245+15.83, E 1406278.64

N 153726.46

23.33' Rt.

245+51.70, E 1406298.75

N 153758.18

245+65.66, 10.00' Rt.

E 1406288.95

N 153774.57

246+21.25, 10.00' Rt.

E 1406303.96

N 153827.36

19.09' Rt.

245+62.72, E 1406297.09

N 153769.60

19.09' Rt.

246+24.19, E 1406313.49

N 153827.30

33.73' Rt.

246+18.18, E 1406325.65

N 153817.28 limits

Slope stake

10.00' Rt.

246+82.60, E 1406323.53

N 153885.34

14.41' Rt.

246+62.08, E 1406321.11

N 153864.49

PRELIM

IN

ARY

Not For

Con str uc

NOTE:

D.17

SUBEXCAVATION DETAILS

section in wetland areas.

Do not subexcavate under the existing roadway structural subexcavation locations and widths.

See "D" sheets and "Cross Sections" for anticipated roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the

Do not place backfill material within the structural section.

to Subsection 204.11 unless otherwise specified.

Replace unsuitable material with Select Borrow according

5.

4.

3.

2.

1.

1:3 ground

Original

2' typ. or as directed by CO 2' typ. or as directed by CO

1:3 type A or B geotextile, class 1, woven

Separation-stabilization d ir e c te d b y C

O ty p o r a s b y C

O o r a s d e te r m in e d

E d g e o f w e tl a n d s d e te r m in e d b y C

O

T o e o f s lo p e o r a s structural section

See typical sections for

Finished grade unclassified borrow

Embankment material or according to Section 204

Backfill with select borrow

1:3 1:3

1:3

1:3

1:3 a s d e te r m in e d b y C

O

E d g e o f d ir t r o a d o r a s d e te r m in e d b y C

O

E d g e o f d ir t r o a d o r

2% 2% according to Section 204

Backfill with select borrow type A or B geotextile, class 1, woven

Separation-stabilization d ir e c te d b y C

O ty p o r a s

2' typ. or as directed by CO 2' typ. or as directed by CO

Finished grade structural section

See typical sections for

CL

SUBEXCAVATION DETAIL - WETLAND

247+17.35 to 248+17.35

100+84.11 to 101+34.11

SUBEXCAVATION DETAIL

ground

Original unclassified borrow

Embankment material or

E d g e o f d ir t r o a d

Subexcavation limits - Varies 4.

Subexcavation limits - Varies 4.

3.

J u n

P

M

S P A .d g n

U

S C u s to m a r y e c k e d b y s ig n e d b

IN

ARY

Not For

Con str uc

28 Width (W) in feet

Type

E.1

NO SCALE APPROACH ROADS

AND TYPICAL SECTIONS

APPROACH ROAD SUMMARY

6" compacted depth

Aggregate surface course, PAVEMENT SECTION DETAIL

E d g e o f s h o u ld e r

-2%

Point G

NOTE:

W = Top width of final surface

APPROACH PROFILE

ON PLAN SHEETS

ROAD APPROACH LOCATIONS

APPROACH GEOMETRY

Type

Width (W)

Minimum

Radius (R)

Minimum

45° to 90°

Variable

CL

TYPICAL SECTION

APPROACH ROAD

W stationing

Mainline

Right of way or Easement line

Edge of shoulder

Point G

Profile grade

14'

8'

25'

15' of approach

TYPE 1 and Type 2 o n p la n s

A s s h o w n

Design grade

Line to be constructed

Line to be constructed

Line to be constructed

L approaches with 1:3 slopes.

GRADING REQUIREMENTS: Construct side slopes of finish1.

M a y

A

M

M T

B e a v e r h e a d

E .d g n

U

S C e c k e d b y s ig n e d b

IN

ARY

Not For

Con str uc

6660 6660

5 6

6645 664

66456

MT

M a y

P

M

M T

B e a v e r h e a d

E C

P .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

BEAVERHEAD 273(1) ELK LAKE RD

N

BEGIN CONSTRUCTION

S O

U T

H V

A L L E

Y R

O A

D

Slope stake limits

F.2

ELEV 6,666.81

E 1408213.11

N 141137.05

100+84.11

ELK LAKE RD

MT BEAVERHEAD 273(1)

Fiber roll

Fiber roll

Fiber roll Fiber roll

Fiber roll

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

Wetland W2 Wetland W3

Wetland W1

Wetland W4 Wetland W5

Wetland W6

Wetland W7

Wetland W8

Slope stake limits

RED

R O

C K

CREEK

EROSION CONTROL

100' spacing

Fiber roll at

ER

ER

ER

ER

100' spacing

Fiber roll at

Silt fence

Fiber roll

Fiber roll limits

Slope stake method 1

Roadway obliteration, Silt fence

(sediment barrier) fiber roll

Culvert inlet/outlet

Fiber roll

Fiber roll

Fiber roll

Fiber roll

Fiber roll

Staging Area

Silt fence

Stabilized Construction Exit see Std. Detail W157-6, Stabilized construction exit, PRELIM

IN

ARY

Not For

Con str uc

66456645

0 6650

6655 6655

D I

M a y

P

M

M T

B e a v e r h e a d

E C

P .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

BEAVERHEAD 273(1) ELK LAKE RD

5 1

F.3

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet Wetland W12

Wetland W13 Wetland W10

N

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

Roll

Fiber

Wetland W13

Slope stake limits

Slope stake limits

EROSION CONTROL

ER

ER

ER

ER

(sediment barrier) fiber roll

Culvert inlet/outlet

Fiber roll

Fiber roll

Fiber roll

Slope stake limits

(sediment barrier) fiber roll

Culvert inlet/outlet

Wetland W9

Wetland W11 Fiber roll

Fiber roll

Fiber roll

Fiber roll

Fiber roll

Fiber roll (sediment barrier) fiber roll

Culvert inlet/outletFiber roll

Wetland W12

Roll

Fiber

Fiber roll

Fiber roll Fiber roll

PRELIM

IN

ARY

Not For

Con str uc

66506650

66506650

6650 6650

66506650 6650

M a y

P

M

M T

B e a v e r h e a d

E C

P .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

BEAVERHEAD 273(1) ELK LAKE RD

N F.4

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

Wetland W14

Wetland W15

Slope stake limits ER

N

Fiber roll Slope stake limits ER

ER

Slope stake limits

EROSION CONTROL

100' spacing

Fiber roll at

Fiber roll

Fiber roll

Fiber roll100' spacing

Fiber roll at

ER

Fiber roll

Slope stake limits

100' spacing

Fiber roll at

Fiber roll

Fiber roll

Fiber roll Fiber roll

PRELIM

IN

ARY

Not For

Con str uc

6645 6645

66456645

6645 6645

66456645

M a y

P

M

M T

B e a v e r h e a d

E C

P .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

BEAVERHEAD 273(1) ELK LAKE RD

N F.5

N

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet

Slope stake limits

EROSION CONTROL

Fiber roll

100' spacing

Fiber roll at

100' spacing

Fiber roll at

Slope stake limits

Slope stake limits

100' spacing

Fiber roll at

ER

ER

Fiber roll

100' spacing

Fiber roll at

Fiber roll

100' spacing

Fiber roll at

ER

Fiber roll

Slope stake limits

100' spacing

Fiber roll at

Fiber roll

Fiber roll

Fiber roll

ER

100' spacing

Fiber roll at

PRELIM

IN

ARY

Not For

Con str uc

30 6

0 2

MT

STATE PROJECT

M a y

P

M

M T

B e a v e r h e a d

E C

P .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

BEAVERHEAD 273(1) ELK LAKE RD

F.6

(sediment barrier) fiber roll

Culvert inlet/outlet

(sediment barrier) fiber roll

Culvert inlet/outlet Fiber roll

Fiber roll

Fiber roll

(sediment barrier) fiber roll

Culvert inlet/outlet

Wetland W17

Wetland W16

ER

ER

N

Silt fence

Silt fence

(sediment barrier) fiber roll

Culvert inlet/outlet

Fiber roll

Fiber roll

Wetland W16

Wetland W17

Wetland W18

Wetland W19

ELK

S P

R

IN

G S

CREEK

Slope stake limits

ERSlope stake limits

ER

EROSION CONTROL

Fiber roll

Fiber roll

(sediment barrier) fiber roll

Culvert inlet/outlet

Fiber roll

Fiber roll

(sediment barrier) fiber roll

Culvert inlet/outlet

Fiber roll

(sediment barrier) fiber roll

Culvert inlet/outlet

Slope stake limits

Slope stake limits

(sediment barrier) fiber roll

Culvert inlet/outlet

Fiber roll

Fiber roll

Silt fence

Silt fence

Fiber roll

Fiber roll

100' spacing

Fiber roll at

100' spacing

Fiber roll at

Fiber roll

PRELIM

IN

ARY

Not For

Con str uc

M a y

P

M

M T

B e a v e r h e a d

E C

P .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

BEAVERHEAD 273(1) ELK LAKE RD

F.7N O

R T

H V

A L L E

Y R

O A

D

Slope stake limits

EROSION CONTROL

ER

END CONSTRUCTION

ELEV 6,645.02

E 1406357.35

N 154016.16

248+17.35

ELK LAKE RD

MT BEAVERHEAD 273(1)

100' spacing

Fiber roll at

ER

limits stake

Slope

Fiber roll

PRELIM

IN

ARY

Not For

Con str uc

NOTES:

SOIL EROSION CONTROL, INLET PROTECTION AT CULVERT INLET

7. Do not place fiber rolls in live streams.

6. See erosion control plans for locations.

Do not trench below the elevation of the inlet.

the bottom of the log is in full contact with the ground.

Install sediment logs directly on the ground. Ensure

5. For culvert inlet sediment barrier:

manufacturer's recommendations.

more than 6" from log ends, or according to wood stakes spaced no more than 24" apart, and no

4. Stake sediment logs in place with 1" x 1" or 1" Ø approval of the CO.

3. Alternate stakes may be used with the

2. Repair any rills or gullies prior to installation.

to the manufacturer's recommendations.

1. Install and maintain sediment logs according

F.10 flared end section

Culvert inlet with inlets/outlets sediment logs around culvert

Install 3 - 18" Ø min. x 10'

PROTECTION DETAIL

TEMPORARY INLET

SOIL EROSION CONTROL

M a y

P

M

S P B .d g n

U

S C u s to m a r y e c k e d b y s ig n e d b

IN

ARY

Not For

Con str uc

50' typ.

NOTE:

See Note 2

25' radius typ.

Geotextile type IV-E

6" min.

4.

3.

2.

1.

by CO.

Adjust length to fit field conditions as approved reduce tracking onto paved roadway.

Remove build-up of sediment as necessary to typical truck using exit.

Construct radius to allow turning movement of where entrance crosses existing drainage ditches.

directed by the CO. Provide temporary drainage

Construct drainage ditches along entrance as

NO SCALE

Clean, crushed aggregate 3" to 6" in diameter

STATE PROJECT

STABILIZED CONSTRUCTION EXIT

F.11

24' typ.

ingress / egress area

Provide full width of

Existing road

CONSTRUCTION EXIT

STABILIZED

J u n

A

M

S td

W .d g n

I n t_ ft

D e c k e d b y s ig n e d b

IN

ARY

Not For

Con str uc

10.4 x 16

20301

-1900

20301

-2700

60201

-0800

60201

-0900

60202

-0400

60210

-0800

60210

-0900

60211

-0800

Station E S T

IM

A T E D M

A X

IM

U M C O V E R

S T R U C T U R A L E X C A V A T

IO

N

R E M O V A L O

F P

IP

E C U L V E R T

R E M O V A L O

F S T R U C T U

(B

ID

G E

-I N C H P

IP

E C U L V E R T

-I N C H P

IP

E C U L V E R T

-I N C H E Q U

IV

A L E

IA

M E T E R A R C H O

R E L L

IP

T

IC

A L

IP

E C U L V E R T

E N D S E C T

IO

N F O R -I N

E C U L V E R T

E N D S E C T

IO

N F O R -I N

E C U L V E R T

E N D S E C T

IO

N F O R -I N

Q U

IV

A L E N T D

IA

M E T E R A R

O

E L L

IP

T

IC

A L P

IP

E C U L V E R T

S U R V E Y A N D S T A K

IN

G

D R A

IN

A G E S T R U C T U R E

S K E W A N G L E

A ll o w a b le P ip e M a te ri a l

(S e e k e y b e lo w

B E V E L S

V :n H

B E V E L S

V :n H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH LNFT LNFT LNFT EACH EACH EACH NO PAY Lt Rt

116+28.0 Rt & Lt 1 Red Rock Creek Bridge

119+34.6 Rt & Lt 4 40 2 1 80 AS, GS

123+33.3 Rt & LT 3 58 2 1 50 AS, GS

128+49.9 Rt & Lt 2 41 2 1 88 AS, GS

131+67.3 Rt & Lt 3 46 2 1 71 AS, GS

136+08.7 Rt & Lt 2 39 2 1 89 AS, GS

138+40.7 Rt & Lt 4 48 2 1 88 AS, GS

141+06.4 Rt & Lt 4 49 2 1 90 AS, GS

150+95.7 Rt & Lt 1

153+41.0 Rt & Lt 1

169+28.1 Rt & Lt 2 78 2 1 41 AS, GS

171+33.0 Rt & Lt 1

197+50.6 Rt & Lt 1

213+74.6 Rt & Lt 2 40 2 1 89 AS, GS

217+20.0 Rt & Lt 2 47 2 1 90 AS, GS

220+10.0 Rt & Lt 2 56 2 1 90 AS, GS

223+98.0 Rt 1 30 2 1 90 AS, GS

230+00.0 Rt & Lt 3 40 2 1 90 AS, GS

232+55.6 Rt & Lt 3 44 2 1 88 AS, GS

236+18.9 Rt & Lt 1

236+31.5 Rt & Lt 1

PROJECT TOTAL 0 6 1 531 44 81 22 2 4 14

Allowable Pipe Material

NOTES: A Aluminum

1. All culvert locations are considered to be on unstable materials. See the detail for "Unstable Material" shown on sheet H.4. AS Aluminized steel

2. "Survey and Staking, Drainage Structure" is for information only and is paid for under Item "15201-0000, Construction Survey and Staking, LPSM". C Concrete

GS Galvanized steel

P Plastic

(blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

S T ra n p ro j\ E lk L a k e R o a d \A d m in \E s ti m a te s \Q ty s M T B e a v e rh e a d (1 D ra in a g

-J u n -2 :1 A M

D A F

L A K

D e s ig n e d b y

C h e c k e d b y

STATE PROJECT

H.1

SHEET

NUMBER

MT BEAVERHEAD 273(1)

ELK LAKE ROAD

MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

PRELIM

IN

ARY

Not For

Con str uc

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

GENERAL NOTES

SPECIFICATIONS:

Construction:

Design:

Live loads:Dead loads:

DESIGN LOADS:

Miscellaneous Structural Steel:

MATERIALS:

" unless noted otherwise on the plans.4 3Chamfer exposed edges of all concrete

Welding:

Bearings:

GEOTECHNICAL REPORT:

Structural steel:

Provide 2" cover for reinforcing steel unless otherwise noted.

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed.

Lateral Earth Pressure: equivalent fluid weight of soil, 120 pcf

Concrete: 150 pcf

HL-93

f'c = 4,500 psi at 28 days.

Furnish Class A(AE) for abutments.

otherwise noted on the plans.

type 1, (ASTM A325 TYPE 1) with ASTM A563 Grade C nuts and ASTM F463 washer unless

Furnish slip critical, friction type, Class A, field connections conforming to AASHTO M164, to the ASTM A847 Supplemental Requirements, 583 (for Zone 2), and 593.

Furnish main load carrying member components subjected to tensile stress conforming

Furnish structural steel for bearings and sole plates conforming to ASTM A709, Grade 36.

Furnish high-strength low alloy structural steel conforming to ASTM A709 Grade 50W, unpainted.

Precast Concrete:

angle and connection assemblies after fabrication.

connection assemblies conforming to ASTM A36. Galvanize guard

Furnish structural metal for guard angles and precast abutment

Furnish diaphragm anchor bolts conforming to ASTM A307.

Reinforcing Steel:

Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges on

AASHTO LRFD Bridge Design Specifications 2014, 7th edition, with 2016 interim revisions.

Follow AASHTO LRFD design Method A.

LRFD Bridge Construction Specifications with 60 durometer hardness, Grade 5.

Provide elastomeric bearing pads conforming to the requirements of Section 18.2 of the AASHTO

Fillet welds: Visual - 100%, MT. - 10% min.

Perform non-destructive testing of welds as follows:

using low hydrogen electrodes classified E7028.

Perform welding process manual shielded metal arc welding (SMAW)

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

PLAN AND ELEVATION

BAO

P.01

ELEVATION

PLAN

N

6,650

6,645

6,640

6,655

6,660

1" = 8'

CL

CL

CL

Active channel width

Proposed

WSEL

(ft)

Proposed

LSEL

(ft)

Proposed

Freeboard

(ft)Event

50 year

100 year

-2.26

-2.12

HYDRAULIC DATA

6645.25

6645.39

Q100 Q50

Elev. 6651.51

Sta. 116+58.00

End bridge

60'-0" (Typ.)

end treatment

Bridge rail

Elev. 6651.75

Sta. 115+98.00

Begin bridge

Sta. 116+58.00

End bridge

C Structure

C RoadwaySta. 115+98.00

Begin bridge

Cofferdam abut. (Typ.)

RED ROCKS CREEK

26'-0"bridge Remove existing

+0.4000%

500 year

2 year

Discharge

(ft^3)

5.84

6.59

6.97

Velocity

(ft/sec)

2.13 6644.22

6646.09

6647.51 -3.29

-1.42

6647.51

6647.51

6647.51

6647.51 Low chord

C structure groundline at

Existing

RG3066-A

Type 3 (typ.)

Object marker, BAO/AF

No. GM16-16, dated 05-2016.

For boring logs and other geotechnical information, see Geotechnical Memorandum

AF

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

NO.

U.S. DEPARTMENT OF TRANSPORTATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

ELK LAKE ROAD

B. OLTMANN 5 JUNE 2016

0 6

PRELIM

IN

ARY

Not For

Con str uc

GENERAL NOTES

SPECIFICATIONS:

Construction:

Design:

Live loads:Dead loads:

DESIGN LOADS:

Miscellaneous Structural Steel:

MATERIALS:

" unless noted otherwise on the plans.4 3Chamfer exposed edges of all concrete

Welding:

Bearings:

GEOTECHNICAL REPORT:

Structural steel:

Provide 2" cover for reinforcing steel unless otherwise noted.

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed.

Lateral Earth Pressure: equivalent fluid weight of soil, 120 pcf

Concrete: 150 pcf

HL-93

f'c = 4,500 psi at 28 days.

Furnish Class A(AE) for abutments.

otherwise noted on the plans.

type 1, (ASTM A325 TYPE 1) with ASTM A563 Grade C nuts and ASTM F463 washer unless

Furnish slip critical, friction type, Class A, field connections conforming to AASHTO M164, to the ASTM A847 Supplemental Requirements, 583 (for Zone 2), and 593.

Furnish main load carrying member components subjected to tensile stress conforming

Furnish structural steel for bearings and sole plates conforming to ASTM A709, Grade 36.

Furnish high-strength low alloy structural steel conforming to ASTM A709 Grade 50W, unpainted.

Precast Concrete:

angle and connection assemblies after fabrication.

connection assemblies conforming to ASTM A36. Galvanize guard

Furnish structural metal for guard angles and precast abutment

Furnish diaphragm anchor bolts conforming to ASTM A307.

Reinforcing Steel:

Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges on

AASHTO LRFD Bridge Design Specifications 2014, 7th edition, with 2016 interim revisions.

Follow AASHTO LRFD design Method A.

LRFD Bridge Construction Specifications with 60 durometer hardness, Grade 5.

Provide elastomeric bearing pads conforming to the requirements of Section 18.2 of the AASHTO

Fillet welds: Visual - 100%, MT. - 10% min.

Perform non-destructive testing of welds as follows:

using low hydrogen electrodes classified E7028.

Perform welding process manual shielded metal arc welding (SMAW)

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

PLAN AND ELEVATION

BAO

P.03

ELEVATION

PLAN

N

6,630

6,625

6,620

6,635

6,640

1" = 8'

+0.4920%

CL

CL

CL

34'-0"

Active channel width

Q100 Q50 3:1

10'-0" groundline

C structure

Existing at

Remove 60" x 26' CMP square pipe

Remove 60"x26' groundline

Proposed

Elev. 6634.17

Sta. 236+57.00

End bridge

60'-0" (Typ.)

end treatment

Bridge rail

Elev. 6633.87

Sta. 235+97.00

Begin bridge

Sta. 236+57.00

End bridge

C Structure

C RoadwaySta. 235+97.00

Begin bridge

Cofferdam abut. (Typ.)

Proposed

WSEL

(ft)

Proposed

LSEL

(ft)

Proposed

Freeboard

(ft)Event

50 year

100 year

-2.67

-2.50

HYDRAULIC DATA

6627.20

6627.37

500 year

2 year

Discharge

(ft^3)

3.25

3.5

4.12

Velocity

(ft/sec)

2.52 6625.63

6627.70

6629.87 -4.24

-2.17

6629.87

6629.87

6629.87

RG3066-C

ELK SPRINGS CREEK BRIDGE

Type 3 (typ.)

Object marker, BAO/AF

No. GM16-16, dated 05-2016.

For boring logs and other geotechnical information, see Geotechnical Memorandum

AF

Proposed contours shown

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ELK LAKE ROAD

B. OLTMANN 5 JUNE 2016

5 6

PRELIM

IN

ARY

Not For

Con str uc

5BAO BAO

P.05

RG3066-E

2" conduit

2" conduit

4% Crown grader wear bar (4 total)

HSS 2"x2" x 1/4" x 60'CLL Bridge

W30 x 124 Girder (assumed)

29'-3"

(typ.)

Diaphragm

Exterior modular unit Interior modular unit Interior modular unit Exterioir modular unit

4% Crown

TYPICAL SECTION

1/2" = 1'-0"

TYPICAL SECTION

ELK SPRINGS AND RED ROCKS CREEK BRIDGE

3.

2.

1.

Notes:

purposes only.

of AASHTO TL-1. Configuration shown is for illustrative capable of meeting vehicle design load requirements

Provide weathering steel w-beam guardrail system to Section 555.

for superstructure to the CO for approval according

Submit design calculations and detailed shop drawings for illustrative purposes only.

Prefabricated modular girder bridge details are shown at L bridge

12" compacted depth, max

Aggregate surface course

CL

AF

Corrugated metal deck

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ELK LAKE ROAD

B. OLTMANN 5 JUNE 2016

PRELIM

IN

ARY

Not For

Con str uc

J u n

A

M

M T

B e a v e r h e a d

T r a ff ic C o n tr o l P la n .d g n

I n t_ ft

D e c k e d b y s ig n e d b

1 36

T S

W

T S

W

Elk Lake Road ht r o N y ell a V d a o R ht u o S y ell a V d a o R

Widgeon Pond

M a cD o n a ld

Pond

Ha ck et t

C re ek

C re e k

R o c k

R e d

C re e k revluC dao R

N

S p r in g s

Elk

T.2

2000'1000'0

Scale in Feet

R e fu g e

N a ti o n a l

W il d li fe

R e d R o c k s L a k e s

National Forest

Beaverhead-Deerlodge

National Forest

Beaverhead-Deerlodge

W e s t

Y e ll o w s to n e

M T

M il e s

55 Miles

Lim a, MT

TRAFFIC CONTROL PLAN

ELK LAKE ROAD

WORK

AHEAD

ROAD

ELK LAKE RD.

WORK

ROAD

300 FEET

MPH

300'

WORK

AHEAD

ROAD

ELK LAKE RD.

WORK

ROAD

300 FEET

MPH

300'

W13-1P

W20-1

W13-1P

W20-1

Elk Springs Creek bridge

Staging area

Red Rock Creek bridge intersection

Elk Lake Road

Posted 300' from

W16-8P

W20-1 intersection

Elk Lake Road

Posted 300' from

W16-8P

W20-1

Elk Lake Road detour, see sheet T.2PRELIM

IN

ARY

Not For

Con str uc

J u n

A

M

M T

B e a v e r h e a d

T r a ff ic C o n tr o l P la n .d g n

I n t_ ft

D e c k e d b y s ig n e d b

END

DETOUR

DETOUR PLAN

TRAFFIC CONTROL

ELK LAKE ROAD

N a ti o n a l

W il d li fe R e fu g e

R e d R o c k s L a k e s

N o rt

V a ll o d

END

DETOUR

AHEAD AHEAD

CLOSED

ROAD

AHEAD

ONE LANE

ROAD

W20-2W20-3

100' 100' detour intersection

Posted 50' from

W20-4

DETOUR

DETOUR

AHEAD

T S

R W

T S

R W

DETOUR

AHEAD AHEAD

CLOSED

ROAD

AHEAD

ONE LANE

ROAD

W20-2 W20-3

100' 100' detour intersection

Posted 50' from

W20-4

ELK LAKE RD.

intersection

Elk Lake Road

Posted 50' from

W16-8P

W20-2

100'

AHEAD

CLOSED

ROAD

W20-3

T.3

N o r th

V ll o a d

ROAD

CLOSED

Barricade Type 3

R11-2

ROAD

CLOSED

Barricade Type 3

M4-10

R11-2 DETOUR

ELK LAKE RD.

W16-8P

M4-10

ELK LAKE RD.

W16-8P

M4-10

ROAD

CLOSED

Barricade Type 3

R11-2

Elk Lake Road detour

Pond

Elk

National Wildlife Refuge

Red Rocks Lakes

National Forest

Beaverhead-Deerlodge

1000'500'0

Scale in Feet

Elk Springs Creek bridge

Elk Lake Road

M a cD o n a ld

S p r in g s

C re e k dao R revluC

Widgeon Pond

M4-8a

M4-8a r e e k

H a ck e tt

M4-10

M4-10

M4-10

M4-10

M4-10

M4-10

M4-10

M4-10

M4-10 minimum.

pass a truck w/ 5th wheel trailer at at the direction of the CO. Needs to

Low spot that needs to be filled in

AHEAD

ONE LANE

ROAD

W20-4

100'

ELK LAKE RD.

W16-8P

W1-6

W16-8P

W1-6

FOREST ACCESS

IN

ARY

Not For

Con str uc