WFRockcrk_Rd_Prelim_Plan.pdf

PDF 6 MB Posted Sep 17, 2014

Attached to: MT PFH 101(1), West Fork Rock Creek Road Reconstruction
Solicitation number: DTFH70-14-B-00015
Issued by: Department of Transportation Federal Highway Administration

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From the source

Preliminary Plans

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Other files

File	Type	Posted
A002_RockCreek.pdf	PDF	May 28, 2015
A001_RockCreek.pdf	PDF	May 20, 2015
Physical_Data_Lab_Trailer_Request_Form_for_Internet_RockCreek.pdf	PDF	Apr 27, 2015
Plan_Request_form_RockCreek.pdf	PDF	Apr 27, 2015
Book_1_IFB_ROCKCREEK.pdf	PDF	Apr 27, 2015
http //www.wfl.fhwa.dot.gov/contracting/construction/plans/west-fork/	—	Apr 27, 2015
Book_2_IFB__Rock_Creek.pdf	PDF	Apr 27, 2015
PROJECT_DESCRIPTION_MT_PFH_101(1) _West_Fork_Rock_Creek_Road_Reconstruction.pdf	PDF	Sep 17, 2014
Prelim_Letter_MT_PFH_101(1)_West_Fork_Rock_Creek_Road_Reconstruction.pdf	PDF	Sep 17, 2014

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SCALE IN MILES

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

MONTANA

CARBON COUNTY

CUSTER NATIONAL FOREST

PLANS FOR PROPOSED PROJECT

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

S O

U T

H D

A K

O T

WYOMING

H O

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

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

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

Project Location

MT PFH 101(1)

LENGTH 2.808 MILES

e (max)

SADT (2032)

ADT (2032)

SADT (2012

ADT (2012)

35 MPH

3,254

1,927

2,958

1,752

G. GIFFORD

RECONSTRUCTION

WEST FORK ROCK CREEK ROAD

RED LODGE

WASHOE

FOREST

NATIONAL

CUSTER

ROCK CREEK ROAD

WEST FORK

CREEK

BEAR

BEGIN PROJECT

10+25.00

END PROJECT

158+50.00

N O

STRUCTI

O N

EVI

A.1

STATE PROJECT

NUMBER

SHEET

PFH 101(1)

A u g u s t

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m f1 a a .d g n

R J o h n s o

P h a

C h e c k e d b y

D e s ig n e d b y

See A.2 for Index to Sheets

Grading, base, paving, walls, and drainage

PRELIM

ARY

Not For

Con str uc tio n

Leeann.Bush Text Box

INDEX TO SHEETS

L. UTILITIES

K. PERMANENT TRAFFIC CONTROL

J. TEMPORARY TRAFFIC CONTROL

I. RETEAINING WALLS

H. SAFETY FEATURES AND MISCELLANEOUS

G. DRAINAGE

F. EROSION CONTROL

E. APPROACH ROADS AND TURNOUTS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

A.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 a b .d

C h e c k e d b y

D e s ig n e d b y

UTILITY PLANS

UTILITIES IMPACT LOCATIONS

STANDARD DRAWINGS

PERMANENT TRAFFIC CONTROL PLAN

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL STD DRAWING

IDENTIFICATION

TEMPORARY TRAFFIC CONTROL PLAN AND SIGN

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

ALTERNATE RETAINING WALLS

ROCKARY WALL

TABULATION OF RETAINING WALL QUANTITIES

STANDARD DRAWINGS

ROADWAY DETAILS

DRAINAGE STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

EROSION CONTROL STANDARD DRAWINGS

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

TURNOUT DETAIL AT 148+50 VIEWING AREA

ROAD APPROACH DETAILS

PLAN AND PROFILE WAPITI ROAD

LOCATIONS AND TABULTION OF QUANTITIES

APPROACH ROADS TYPICAL SECTIONS,

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

SUBEXCAVATION DETAILS AND QUANTITIES

TYPICAL SECTIONS

SUMMARY OF QUANTITIES, (SCHEDULE B)

SUMMARY OF QUANTITIES, (SCHEDULE A)

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

L.2-12

L.1

K.8-9

K.2-7

K.1

J.3-9

J.2

J.1

I.4-6

I.2-3

I.1

H.2-3

H.1

G.2-8

G.1

F.13-14

F.2-12

F.1

E.4

E.3

E.2

E.1

D.28

D.2-27

D.1

C.2

C.1

B.5-6

B.1-3

A.4

A.3

A.2

A.1

PRELIM

ARY

Not For

Con str uc tio

0 4

SCALE IN MILES

VICINITY MAP

W ill ow C re ek

W es t

Fork

Rock

Creek

Cr ee k

Ro ck

Ditc h

D it ch

M cD on al d

D it ch

P r id e D it c h

C le a r

Cr ee k

Di tc h

212CREEK

R O

A D

W E S T

O R K

O C K

RED LODGE

CNF

LODGE

RED

5 4 3

FOREST

NATIONAL

CUSTER

END PROJECT

BEGIN PROJECT

158+50

MT PFH 101(1)

10+25

MT PFH 101(1)

WORK CENTER

ROCK CREEK

Filtration plant

A.4

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 a d .d

J o h n s

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

TYPICAL SECTIONS

C le a r in g l im it

Vari able

2% Crown

30°

SAFETY EDGE DETAIL

ROUNDING DETAIL

CUT SLOPE

Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

FOOTNOTE:

Red top

Point available in survey notes

5'-0'5'-0"

0.25 D

Existing ground

Slope stake

Existing ground

Second lift of asphalt

First lift of asphalt

Pull aggregate base to cover safety edge

Aggregate base course

Va ria ble

10'-0'

5'-0"5'-0"

Traveled way

11'-0" 4'-0"

Traveled way

10-inch compacted depth

Aggregate base, Variable

Va ria ble

C le a r in g l im it

Vari able

2% Crown

11'-0"

Traveled way

11'-0"

Traveled way

Variable

Va ria ble li m it

C le a r in

Va ria ble li m it

C le a r in

Edge Detail

See Safety

Edge Detail

See Safety 4'-0" 11'-0" lios poT

To ps oil an d t ur f e sta bli sh men t l im its

To ps oil an d t ur f e sta bli sh men t l im its lios poT stimil tnemhsilbatse frut dna

Antistrip additive, type 3

Varies

Varies m in m in

10+25 to 158+50

WEST FORK ROCK CREEK ROAD (SCHEUDLE A)

10+25+25 to 158+50

WEST FORK ROCK CREEK ROAD (SCHEDULE B)

6-inch compacted depth

Aggregate base, 4-inch compacted depth

Recycled aggregate surface, A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d m f1 c a .d g n

STATE PROJECT

NUMBER

C.1 h e c k e d b y e s ig n e d b

P h

J o h n s

4'-0"

Shldr.

Profile grade

Shldr.Shldr.

stimil tnemhsilbatse frut dna

Place tack coats between lifts

4-inch compacted depth, place in two equal lifts

Type III pavement roughness size aggregate 0.3 to <3 million ESAL), -inch nominal maxium4 3-inch or 2

1Superpave Pavement, Place tack coats between lifts

4-inch compacted depth, place in two equal lifts

Type III pavement roughness size aggregate 0.3 to <3 million ESAL), -inch nominal maxium4 3-inch or 2

1Superpave Pavement, to the Right of Way or construction easement.

Disregard rounding details when slope stake is too close proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "D" reduce "D" to the cut height approach road quantities see Sheet E.1

Includes quantities for turnouts and guardrail widening. For

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on

Existing ground

4'-0"

PRELIM

ARY

Not For

Con str uc u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d S h e e t

C .d g n

STATE PROJECT

NUMBER

C.2 h e c k e d b s ig n e d b

P h

J o h n s

AND QUANTITIES

SUBEXCAVATION DETAILS

SSFCP_SG

28+50 to 38+50

SUBEXCAVATION

Shoulder subgrade

Earthwork geotextile, type IV-A

Note to

Rev iewers:

Nee d to res olve exi stin g Fr enc h d rain im pac t.

We d on't kn ow it s ex act loca tion

Existing ground Finished grade

PRELIM

ARY

Not For

Con str uc tio n

Leeann.Bush Text Box

Leeann.Bush Rectangle

POT

+00 .0

+41 .8

P T

2 1 3 1

W A R N I N G

B U R I E D

U T I L I T Y

W A R N I N G

B U R I E D

U T I L I T Y

W A R N I N G

B U R I E D

U T I L I T Y

+3.132 1%

60' VC

K = 58

SSD = 1071'

+2.0955%

60' VC

K = 184

+2.4215

110' VC

K = 93

+3.608 7%

El=5667.06

E=2031452.3978

N=336131.2502

BEGIN PROJECT

10+25.00

ROCK CREEK ROAD

WEST FORK

MT PFH 101(1)

Slope staking limits

Line to be constructed

Hwy e xis tin g ce nt er lin e

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

R= 135.00'

T= 81.46'

L= 146.59'

25101

25602

Existing ground

Remove and reset boulder, 1

FOOTNOTE:

CUYD

EXC.

CUYD

EMB.

14+0013+0012+0011+0010+00

5660 5660

5664 5664

5668 5668

5672 5672

5676 5676

5680 5680

5684 5684

5688 5688

D.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fb .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

See Sheet C.1 for pavement structure

Existing surface

Install 18" pipe culvert

18" culvert

Remove existing

Slope staking limits on the property to reset the boulder property owner

Obtain permission from the adjacent

Remove and reset fence

11+95 to 13+10, LT

+3.132 1%

Profile grade

Saw-cut and tack See Pavemen Connection detail to existing pavement.

Saw cut and match

DETAIL

PAVEMENT CONNECTION

See Sheet H.1 for detail frame and cover (storm water)

Remove and reset Manhiole

See Sheet H.1 for details

10+30.5 to 12+00

Install curb, concrete

PRELIM

ARY

Not For

Con str uc

P C

P T

UPUP

WWW

+3.608 7%

125' VC

K = 59

+5.7

+9.

190' VC

K = 51

Slope staking limits

Line to be constructed

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll p i;

p e c u lv e r t p ip e c u lv e r t

R e m o v e e x is ti n g

R= 10,000.00'

T= 42.41'

L= 84.82'

CUYD

EXC.

CUYD

EMB.

20+0019+0018+0017+0016+0015+0014+00

5668 5682

5672 5686

5676 5690

5680 5694

5684 5698

5688 5702

5692 5706

5696 5710

5700 5714

D.3

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fc .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

Remove and reset fence

17+60 to 19+20, LT Line to be constructed

Remove and reset fence

16+78 to 17+10, LT

PRELIM

ARY

Not For

Con str uc

0 2 1 2 2 2

P C

P T

+5.6

320' VC

K = 84

SSD = 442'

+5.6

50' VC

K = 124

SSD = 2704'

+5.2

175' VC

K = 57

SSD = 440'

+2.1431%

Slope staking limits

Line to be constructed

25103

25102

Profile grade

Existing grade

R= 850.00'

T= 135.26'

L= 268.28'

CUYD

EXC.

CUYD

EMB.

26+0025+0024+0023+0022+0021+0020+00

5710 5726

5714 5730

5718 5734

5722 5738

5726 5742

5730 5746

5734 5750

5738 5754

5742 5758

D.4

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fd .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

See Sheet H.1 for details concrete, 10-inch depth.

Begin curb and gutter, 20+25

See Sheet H.1 for details concrete, 10-inch depth

End curb and gutter, 26+00

Remove and reset fence

21+74 to 25+55, RT

See Sheet I.1-2 for details

17 foot offset from existing road centerline

E= 2030484.06 = 109 15 34.77737 W

N= 336092.97 = 45 10 17.05461 N

20+25 Mainline

Begin Rockary Wall

See Sheet I.1-2 for details

22 foot offset from existing road centerline

E= 2030212.18 = 109 15 38.57446 W

N= 336051.69 = 45 10 16.65522 N

20+00 Mainline

Rockary wall

See Sheet I.1-2 for details

20 foot offset from existing road centerline

E= 2029945.08 = 109 15 42.30644 W

N= 335972.09 = 45 10 15.87726 N

25+75 Mainline

End Rockary Wall

PRELIM

ARY

Not For

Con str uc

+2.1431%

+6.0

300' VC

K = 77

Slope staking limits

Line to be constructed

12104

Profile grade

Existing ground

See Sheet I.4 for details

18 foot offset from existing roadway centerline

E= 2029739.26 = 109 15 45.18586 W

N= 335823.92 = 45 10 14.42036 N

28+25 mainline

End retaining wall

See Sheet I.4 for details

27 foot offset from existing roadway centerline

E= 2029942.48 = 109 15 42.34493 W

N= 335920.61 =45 10 15.36901 N

26+00 Mainline

Begin retaining wall

Remove and reset fence

28+20 to 29+66, RT type 2, class B, steel post

Install guardrail, system G-4, NEED TO DETERMINE WORK

FOR THIS CULVERT

CUYD

EXC.

CUYD

EMB.

32+0031+0030+0029+0028+0027+0026+00

5746 5746

5750 5750

5754 5754

5758 5758

5762 5762

5766 5766

5770 5770

5774 5774

5778 5778

D.5

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fe .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc tio n

P C

P T

6 3

7 3

+6.0

+3.85 96%

285' VC

K = 131

SSD = 638'

Slope staking limits

Line to be constructed

25105

Profile grade

Existing ground

T= 113.23'

L= 226.22'

R= 2,000.00'

Remove and reset fence

36+00 to 49+79, RT

Remove and reset fence

33+96 to 34+40, RT

CUYD

EXC.

CUYD

EMB.

38+0037+0036+0035+0034+0033+0032+00

5774 5774

5778 5778

5782 5782

5786 5786

5790 5790

5794 5794

5798 5798

5802 5802

5806 5806

D.6

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 ff .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

+4.57 78%

100' VC

K = 139

+4.57 78%

+3.266 7%

100' VC

K = 76

SSD = 873'

Slope staking limits

Line to be constructed

Profile grade

Existing ground

25106

Remove and reset fence

36+00 to 49+79, RT

CUYD

EXC.

CUYD

EMB.

44+0043+0042+0041+0040+0039+0038+00

5800 5800

5804 5804

5808 5808

5812 5812

5816 5816

5820 5820

5824 5824

5828 5828

5832 5832

D.7

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fg .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P C

P T

P C

+3.266 7%

+4.40 00%

220' VC

K = 194

+4.40 00%

160' VC

K = 215

SSD = 1528'

Slope staking limits

Line to be constructed

Profile grade

Existing ground

25106

25107

L= 245.62'

T= 123.28'

R= 1,150.00'

D T= 67.11'

L= 134.22'

R= 6,500.00' Remove and reset fence

36+00 to 49+79, RT

Slope staking limits

S e e S h e e t

G .X f o r d e ta il s

S e e S h e e t

G .1

P la c e r ip r a p c la s s

I n s ta ll h e a d w a ll c o n c r e te b o x c u lv e r t

I n s ta ll s p a n x r is e p r e c a s t r e in fo r c e d

R e m o v e x p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

50+0049+0048+0047+0046+0045+0044+00

5826 5826

5830 5830

5834 5834

5838 5838

5842 5842

5846 5846

5850 5850

5854 5854

5858 5858

D.8

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fh .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P T

1 5 2 5 3 5

P C

+3.65 50%

2+3.65 50%

+4.33 00%

100' VC

K = 148

N Slope staking limits

Slope staking limits

Line to be constructed

Profile grade

Existing ground

25108

R= 1,515.00'

T= 504.66'

L= 974.30'

T= 123.28'

L= 245.62'

R= 1,150.00'

Remove and reset fence

52+70 to 53+50, LT

Remove and reset fence

53+70 to 54+25, LT

Remove and reset fence

54+05 to 54+63, RT

Remove and reset fence

55+59 to 57+90, RT

CUYD

EXC.

CUYD

EMB.

56+0055+0054+0053+0052+0051+0050+00

5850 5850

5854 5854

5858 5858

5862 5862

5866 5866

5870 5870

5874 5874

5878 5878

5882 5882

D.9

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fi .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

8 5

W A

R N I

B U

R I

L I

T Y

+4.33 00%

+3.275 0%

230' VC

K = 218

SSD = 1138'

+3.275 0%

Slope staking limits

Line to be constructed

Profile grade

Existing ground

25109

R= 1,515.00'

T= 504.66'

L= 974.30'

Remove and reset fence

55+59 to 57+90, RT

Remove and reset fence

60+74 to 63+25, RT

S e e S h e e t

G .x f o r d e ta il s

S e e S h e e t

G .1

P la c e r ip r a p c la s s

I n s ta ll h e a d w a ll c o n c r e te b o x c u lv e r t

I n s ta ll s p a n r is e p r e c a s t r e in fo r c e d

R e m o v e e x is ti n g a n d p ip e c u lv e r ts

CUYD

EXC.

CUYD

EMB.

62+0061+0060+0059+0058+0057+0056+00

5874 5874

5878 5878

5882 5882

5886 5886

5890 5890

5894 5894

5898 5898

5902 5902

5906 5906

D.10

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fj .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P T

P C

P T

+3.275 0%

+4.68 89%

300' VC

K = 212

+4.68 89%

N Slope staking limits

Slope staking limits

Line to be constructed

Profile grade

Existing ground

GPS

25603

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t

R= 5,000.00'

T= 76.78'

L= 153.54'

R= 1,515.00'

T= 504.66'

L= 974.30'

Remove and reset fence

60+74 to 63+25, RT

CUYD

EXC.

CUYD

EMB.

68+0067+0066+0065+0064+0063+0062+00

5900 5900

5904 5904

5908 5908

5912 5912

5916 5916

5920 5920

5924 5924

5928 5928

5932 5932

D.11

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fk .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P C

2 7

P T

+4.68 89%

+2.6447

460' VC

K = 225

SSD = 758'

+2.6447

+3.055 5%

60' VC

K = 146

Slope staking limits

Line to be constructed

Profile grade

Existing ground

25604

GPS

68+10 to 72+45, LT

Remove and reset fence

R= 625.00'

T= 104.82'

L= 207.70'

CUYD

EXC.

CUYD

EMB.

74+0073+0072+0071+0070+0069+0068+00

5920 5920

5924 5924

5928 5928

5932 5932

5936 5936

5940 5940

5944 5944

5948 5948

5952 5952

D.12

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fl .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

+4.68 89%

PRELIM

ARY

Not For

Con str uc

P C

+3.055 5%

Slope staking limits

Line to be constructed

Profile grade

Existing ground

L= 295.23'

T= 148.70'

R= 1,000.00'

79+50 to 87+70, LT

Remove and reset fence

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

80+0079+0078+0077+0076+0075+0074+00

5940 5940

5944 5944

5948 5948

5952 5952

5956 5956

5960 5960

5964 5964

5968 5968

5972 5972

D.13

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fm .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P T

A C

200' VC

K = 20649

SSD = 111499'

+3.045 8%

R E D

D G E , M

T -1

P O B

O X

T R A P P

N R B

A R B A R A R

N E

S E C : N

H A

M E L, M

N -9

R O

C K T O

T E R

M A N M

H A E L H

R E N

D A

N E

S E C : N

N Slope staking limits

Slope staking limits

Line to be constructed

12110

R= 1,000.00'

T= 148.70'

L= 295.23'

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

86+0085+0084+0083+0082+0081+0080+00

5956 5956

5960 5960

5964 5964

5968 5968

5972 5972

5976 5976

5980 5980

5984 5984

5988 5988

D.14

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fn .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

Profile grade

Existing ground

PRELIM

ARY

Not For

Con str uc

U P

+3.045 8%

Slope staking limits

Line to be constructed

Profile grade

Existing ground

12111

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

92+0091+0090+0089+0088+0087+0086+00

5976 5976

5980 5980

5984 5984

5988 5988

5992 5992

5996 5996

6000 6000

6004 6004

6008 6008

D.15

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fo .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P C

B O

U N

D A

R K

E R

+2.936 2%

200' VC

K = 1824

SSD = 9941'

Slope staking limits

Line to be constructed

Profile grade

Existing ground c r o s s d r a in

I n s ta ll c u lv e r t fo r d r iv e w a y a t d r iv e w a y

R e m o v e e x is ti n g c u lv e r t

R= 835.00'

T= 266.24'

L= 515.47'

CUYD

EXC.

CUYD

EMB.

98+0097+0096+0095+0094+0093+0092+00

5990 5990

5994 5994

5998 5998

6002 6002

6006 6006

6010 6010

6014 6014

6018 6018

6022 6022

D.16

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fp .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P T

+2.936 2%

+1.0545%

329' VC

K = 175

SSD = 738'

+1.0545%

Slope staking limits

Line to be constructed

Profile grade

Existing ground

12112

R= 835.00'

T= 266.24'

L= 515.47'

CUYD

EXC.

CUYD

EMB.

104+00103+00102+00101+00100+00 99+00 98+00

6006 6006

6010 6010

6014 6014

6018 6018

6022 6022

6026 6026

6030 6030

6034 6034

6038 6038

D.17

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fq .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P C

P T

+3.167 3%

170' VC

K = 80

+3.167 3%

180' VC

K = 80

Slope staking limits

Profile grade

Existing ground

12113

Remove and reset fence

104+20 to 107+12, LT

Line to be constructed

CUYD

EXC.

CUYD

EMB.

110+00109+00108+00107+00106+00105+00104+00

6016 6016

6020 6020

6024 6024

6028 6028

6032 6032

6036 6036

6040 6040

6044 6044

6048 6048

D.18

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fr .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

0 1

P C

4 P

W W

+5.4

+3.350 8%

127' VC

K = 62

SSD = 588'

210' VC

K = 524

SSD = 2796'

+2.949 9%

Slope staking limits

Line to be constructed

Profile grade

Existing ground

12114

R= 2,000.00'

T= 164.69'

L= 328.64'

Construct headwall existing valve

Do not disburb

S e e S h e e t

G .x f o r d e ta il s

S e e S h e e t

G .1 c o n c r e te h e a d w a ll

C o n s tr u c t r e in fo r c d x te n d c u lv e r t, ft

CUYD

EXC.

CUYD

EMB.

116+00115+00114+00113+00112+00111+00110+00

6040 6040

6044 6044

6048 6048

6052 6052

6056 6056

6060 6060

6064 6064

6068 6068

6072 6072

D.19

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fs .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

+2.949 9%

+3.387 6%

50' VC

K = 114

+3.387 6%

N Slope staking limits

Slope staking limits

Line to be constructed

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

122+00121+00120+00119+00118+00117+00116+00

6060 6060

6064 6064

6068 6068

6072 6072

6076 6076

6080 6080

6084 6084

6088 6088

6092 6092

D.20

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 ft .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P K

7+3.387 6%

+4.03 14%

160' VC

K = 249

Slope staking limits

Line to be constructed

Profile grade

Existing ground

12115

See Sheet I.6 for details roadway centerline

52 foot offset from existing

E= 2021501.06 = 109 17 40.33555 W

N= 331750.78 = 45 09 34.43096 N

Approach road wall

See Sheet I.6 for details

62 foot offset from existing roadway centerline

E= 2021408.26 = 109 17 41.63215 W

N= 331711.66 = 45 09 34.04708 N

Approach road wall

See Sheet I.5 for details

26 foot offset from existing roadway centerline

E= 2021498.41 = 109 17 40.37155 W

N= 331777.63 = 45 09 34.69615 N

Retaining wall

See Sheet I.6 for details

32 foot offset from existing roadway centerline

E= 2021528.61 = 109 17 39.95014 W

N= 331775.46 = 45 09 34.67394 N

122+22 mainline

Approach road wall See Sheet I.5 for details

30 foot offset from existing centerline

E= 2021356.18 = 109 17 42.35835 W

N= 331729.83 = 45 09 34.22784 N

Retaining wall type 2, class B, steel post

Install guardrail, system G-4, CUYD

EXC.

CUYD

EMB.

128+00127+00126+00125+00124+00123+00122+00

6080 6080

6084 6084

6088 6088

6092 6092

6096 6096

6100 6100

6104 6104

6108 6108

6112 6112

D.21

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fu .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

Wapiti Road

PRELIM

ARY

Not For

Con str uc

P C

P T

P C

W A

R N I

R I

L I

T Y

+4.03 14%

Slope staking limits

Line to be constructed

Profile grade

Existing ground

12116

R= 20,000.00'

T= 123.71'

L= 247.42'

R= 1,250.00'

T= 64.68'

L= 129.24'

S e e S h e e t

G .1

P la c e d r ip r a p c la s s i n le t

I n s ta ll p ip e c u lv e r t p ip e c u lv e r t

R e m o v e e x is ti n g

CUYD

EXC.

CUYD

EMB.

134+00133+00132+00131+00130+00129+00128+00

6106 6106

6110 6110

6114 6114

6118 6118

6122 6122

6126 6126

6130 6130

6134 6134

6138 6138

D.22

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fv .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P T

P C

9 1

UPIR

+4.03 14%

+2.5563

610' VC

K = 414

SSD = 1036'

220' VC

K = 82

Slope staking limits

Profile grade

Existing ground

R= 20,000.00'

T= 123.71'

L= 247.42'

12117

R= 1,050.00'

T= 110.39'

L= 219.97'

D Line to be constructed

CUYD

EXC.

CUYD

EMB.

140+00139+00138+00137+00136+00135+00134+00

6130 6130

6134 6134

6138 6138

6142 6142

6146 6146

6150 6150

6154 6154

6158 6158

6162 6162

D.23

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fw .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

P T

1 1

P C

P T

+5.2

N Slope staking limits

Slope staking limits

Line to be constructed

Profile grade

Existing ground

R= 1,050.00'

T= 110.39'

L= 219.97'

R= 1,650.00'

T= 128.43'

L= 256.34'

12118

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t

140+20 to 141+30, LT

Remove and reset fence

S e e S h e e t

X .X f o r d e ta il s

S e e S h e e t

G .1

P la c e d r ip r a p c la s s i n le t a n d o u tl e t

I n s ta ll r e in fo r c e d c o n c r e te h e a d w a ll r e in fo r c e d c o n c r e te b o x c u lv e r t

I n s ta ll s p a n r is e p r e c a s t p ip e c u lv e r ts

R e m o v e e x is ti n g

X a n d

Install 18" pipe culvert

Remove existing 18" culvert

CUYD

EXC.

CUYD

EMB.

146+00145+00144+00143+00142+00141+00140+00

6150 6150

6154 6154

6158 6158

6162 6162

6166 6166

6170 6170

6174 6174

6178 6178

6182 6182

D.24

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fx .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

6 1 7 1

P C

0 P

+5.2

+2.954 0%

185' VC

K = 80

SSD = 561'

Slope staking limits

Line to be constructed

Profile grade

Existing ground

151+90 to 153+60

Remove and reset fence

12119

R= 1,200.00'

T= 105.91'

L= 211.27'

CUYD

EXC.

CUYD

EMB.

152+00151+00150+00149+00148+00147+00146+00

6180 6180

6184 6184

6188 6188

6192 6192

6196 6196

6200 6200

6204 6204

6208 6208

6212 6212

D.25

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fy .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

Remove and reset fence

149+90 to 150+85, LT

Remove and reset fence

151+80 to 153+06, LT

See Sheet E.4 for details

Turnout work

PRELIM

ARY

Not For

Con str uc

T S

S C

+6.9

430' VC

K = 108

+6.9

Slope staking limits

Line to be constructed

Profile grade

Existing ground

Profile grade

Existing ground

R= 202.00'

Ts1= 1,314.06'

Ts2= 1,307.18'

L= 478.07'

Ls= 99.00' f

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t

Remove and reset fence

151+80 to 153+06, LT

CUYD

EXC.

CUYD

EMB.

158+00157+00156+00155+00154+00153+00152+00

6200 6224

6204 6228

6208 6232

6212 6236

6216 6240

6220 6244

6224 6248

6228 6252

6232 6256

D.26

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fz .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

+6.9

END PROJECT

158+50.00

ROCK CREEK ROAD

WEST FORK

MT PFH 101(1)

R= 202.00'

Ts1= 1,314.06'

Ts2= 1,307.18'

L= 478.07'

12120

Profile grade

Existing ground

Slope staking limits

Line to be constructed

CONNECTION DETAIL

Existing surface

See Sheet C.1 for pavement structure

CUYD

EXC.

CUYD

EMB.

158+00157+00156+00160+00159+00158+00157+00

6240 6240

6244 6244

6248 6248

6252 6252

6256 6256

6260 6260

6264 6264

6268 6268

6272 6272

D.27

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 fz a .d

M o w

P h

C h e c k e d b y

D e s ig n e d b y

El=6253.276

E=2018160.7585

N=330640.5853

PRELIM

ARY

Not For

Con str uc

E.1

STATE PROJECT

PFH 74(1)

m f1 g a .d g n

S I n t2

D h e c k e d b

P h s ig n e d b y

CL_SG

MSEBF2

BLPBBW

MSEBF1

TABULATION OF QUANTITIES

SECTION, LOCATIONS, AND

APPROACH ROADS TYPICAL

FOOTNOTE:

Construct slope as shown in the Staking Report.

on the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated 1

WAPITI APPROACH ROAD

TYPICAL SECTION

122+17 to 124+27 seiraV

Varies

Traveled way

8'-0"

Traveled way

8'-0"

Antistrip additive, type 3

Aggregate base, 6-inch compacted depth

Superpave pavement, 2 4-inch or 3 -inch nominal maximum size aggregate,

0.3 to <3 million Esal, type III pavement

10-inch compacted depth

Aggregate base, Alternate retaining wall or face of main road retaining wall

Fill slope bottom of main road 1

PRELIM

ARY

Not For

Con str uc

R= 35.00'

T= 19.54'

L= 35.65'

R= 90.00' T= 17.44' L= 34.45'

Existing ground

Profile grade

BEGIN WAPITI ROAD

122+00

El=6090.06

E=2021524.7612

N=331807.6782

El=6079.84

E=2021346.4560

N=331686.5730

END WAPITI ROAD

124+27.51

Line to be constructed

CUYD

EXC.

CUYD

EMB.

124+00 123+00 122+00

6076 6076

6078 6078

6080 6080

6082 6082

6084 6084

6086 6086

6088 6088

6090 6090

6092 6092

E.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 g b .d

C h e c k e d b y

D e s ig n e d b y

Mainline alignment

2+ .0

PC 122+

20.74

P T

P C

P T

P O

-1.0209%

-6.1971%

62' VC

K = 12

SSD = 240'

PRELIM

ARY

Not For

Con str uc

10.4 x 16 20301 25101 60103 60201 60220 60401 60403 60701 60704 60707 62011

-1000 -3000 -0220 -0600 -0800 -0900 -1000 -1200 -1200 -0000 -1200 -1000 -0000 -0500 -0600 -0500 -0600

Removal (Each)

Placed riprap

(CUYD)

Concrete, Headwall for 48-inch pipe culvert

Manhole Inlet type 5A

Cleaning culverts in place

Lining pipe culvert

(LNFT)

Stone masonry headwall for pipe culvert

(Each) (Each) (Each) (Each) DIAMETER or SPAN x RISE (inch) 18 24 30 36 48 6 X 4 (Each) 24 30 24 30

10+42 1 60 12+12 52 16+98 1 70 27+25 1 75 49+75 1 10 75 C 58+92 2 10 60 C 67+34 1 45 74+00 50 80+50 60 87+50 45 93+50 22 1

111+06 1 10 5 132+10 1 70 142+00 1 45 142+70 2 10 55 C 156+93 1 60

PROJECT TOTAL 0 0 0 13 0 40 379 130 0 145 5 190 0 0 0 0 0 0 0 0

NOTE: Allowable pipe culvert material

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required FOOTNOTE: A Aluminum by the Std. 602-1 fill height table. AS Aluminized steel

1. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.79" or the 1. For approach road cross drain. C Concrete thickness required by the Std. 602-1 fill height table (steel). GS Galvanized steel

2. Aluminum pipe culvert minimum wall thickness is the larger of 0.75" or the thickness P Plastic required by the Std. 602-1 fill height table. (blank) Any appropriate material

X/__ Any appropriate material except __

LtHead-wall Inlet Pipe

Culverts

Allow.

Pipe

Material

(See key below)

Pipe Culvert

(LNFT)

Precast Concrete

Box culvert

Removing, cleaning, and stockpiling culvert

FOOTNOTES

See below for numbered footnotes

PAY ITEM NUMBER

BEVELS

1V:nH

STATION

EST

MAX

COVER

(ft)

Class 1 Class 3 Rt

STR EXC

(CUYD)

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 c:

\m yf ile s\ pw _p ro du ct io n\ d0

G -S he et s

D ra in ag e.

xl s] U

S _C us to m ar y

-A ug

-2

ha n

Jo hn so n

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PFH 101(1)MT

PRELIM

ARY

Not For

Con str uc

CUYD

EXC.

CUYD

EMB.

23+0022+5022+0021+5021+0020+5020+00

5712 5724

5714 5726

5716 5728

5718 5730

5720 5732

5722 5734

5724 5736

5726 5738

5728 5740

I.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 w b .d

C h e c k e d b y

D e s ig n e d b y

Proposed edge of pavement

Line to be constructed

Wall alignment

Profile grade

Bottom of rockery wall

Top of rockery wall

Bottom of rockery wall

Profile grade

Existing ground at

Sheet 1 of 2

20+25 to 25+50

ROCKERY WALL

done @ 95% design

Final design will be

PRELIM

ARY

Not For

Con str uc tio n

5745 5745

CUYD

EXC.

CUYD

EMB.

26+0025+5025+0024+5024+0023+5023+00

5732 5740

5734 5742

5736 5744

5738 5746

5740 5748

5742 5750

5744 5752

5746 5754

5748 5756

I.3

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 w c .d

C h e c k e d b y

D e s ig n e d b y

Sheet 2 of 2

20+25 to 25+50

ROCKERY WALL

Line to be constructed

Proposed edge of pavement

Wall alignment

Top of rockery wall

Bottom of rockery wall

Profile grade Profile grade

Existing ground at LCLC Existing ground at done @ 95% design

Final design will be

PRELIM

ARY

Not For

Con str uc tio n

5740 5740

57455750 5750

CUYD

EXC.

CUYD

EMB.

28+5028+0027+5027+0026+5026+0025+50

5734 5740

5736 5742

5738 5744

5740 5746

5742 5748

5744 5750

5746 5752

5748 5754

5750 5756

I.4

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 w d .d

C h e c k e d b y

D e s ig n e d b y

Proposed edge of pavement

Line to be constructed

Wall alignment

Existing ground Existing ground

Profile grade

Top of retaining wall

Bottom of retaining wallBottom of retaining wall be label @ 95% design

Min. elevation will

26+00 to 28+50

RETAINING WALL

ALTERNATE

PRELIM

ARY

Not For

Con str uc tio n

CUYD

EXC.

CUYD

EMB.

124+50124+00123+50123+00122+50

6078 6078

6080 6080

6082 6082

6084 6084

6086 6086

6088 6088

6090 6090

6092 6092

6094 6094

I.5

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 w e .d

C h e c k e d b y

D e s ig n e d b y

60966096

Wall alignment

Existing edge of pavement

Line to be constructed

Existing ground

Profile grade Top of retaining wall

Bottom of retaining wall

122+50 to 124+00

RETAINING WALL

ALTERNATE

PRELIM

ARY

Not For

Con str uc

6075 6075

CUYD

EXC.

CUYD

EMB.

123+50123+00122+50122+00

6072 6072

6074 6074

6076 6076

6078 6078

6080 6080

6082 6082

6084 6084

6086 6086

6090 6090

I.6

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 w f.

C h e c k e d b y

D e s ig n e d b y

6088 6088

Line to be constructed

Wall alignment

Mainline alignment

Profile grade

Existing ground

Top of retaining wall

Bottom of retaining wall

WAPITI ROAD

RETAINING WALL

ALTERNATE

PRELIM

ARY

Not For

Con str uc

LOCATIONING

UTILITY IMPACT

L.1

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m f1 u a .d

C h e c k e d b y R J o h n s o n

D e s ig n e d b y T

P h a n

PRELIM

ARY

Not For

Con str uc

A-Sheets

C-Sheets

E-Sheets

I-Sheets_Up

L-Sheets_Up

File details come from the government source that posted it. Updated Nov 14, 2017.