ORa-Grant24-2_pre-ad PLANS.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIFICATION:

S. HAYTER

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

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

P A

C F

I C

I O

E C

A N

COLUMBIA R

IV

ER

S N

A K E

R

IV

E R

Lake

Malheur Lake

Harney

Lake

Summer

D

ES

C H

U T

E S

R I V

E R

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

I D

A H

O

CALIFORNIA

OREGON KEY MAP

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

395101

20 20

NEVADA

Project Location

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

e (max)

V

ADT (2043)

ADT (2023)

Match Existing

35 MPH and 55 MPH

AOP culverts, Roadway Excavation

Paving, Bridge Construction, PLANS FOR PROPOSED PROJECT

OR FLAP GRANT 24(2)

LENGTH - 5 SITES

ROAD RECONSTRUCTION, PHASE II

GRANITE HILL

OREGON

GRANT COUNTY

WALLOWA WHITMAN NATIONAL FOREST

PROJECT LOCATION

N

Phillips Lake

CITY

BAKER

NATIONAL FOREST

WHITMAN

WALLOWA

INTERSTATE

SUMPTER

Unity Reservoir

FOREST

NATIONAL

WHITMAN

WALLOWA

Springs Hwy

Medical

SCALE IN MILES

Scale in miles

5 10 155

BRIDGEPORT

WHITNEY

AUSTIN

GRANITE

BOURNE

HAINES

KEATING

N.

Fo rk

Jo hn

Day River

Granite C r.

C le ar

C r.

B e a v e r

Sutton Cr.

C r.

Burnt Rive r

Pow der

River

INTERSTATE

See Sheet A.3 for vicinity map

:1

P

M

J u ly

T it le

S h e e t c p w w o r k

\d

\O R a g r a n t2

P

L N g e n

.d g n

PROJECT

NUMBER

SHEET

A.1

OR FLAP GRANT 24(2)

PRELIMINARY - N

OT FOR CONSTRUCTION

N

SCALE IN MILES

Scale in miles

1 1

G ra n ite

B u ll

Run

C re e k

GRANITE

Spring

Corrigal h Gulc yt BosLo

S n u m p

C r e e k

BEGIN SCHEDULE B

BEGIN PROJECT

"MAIN 01" 242+00

OR FLAP GRANT 24(2)

END SCHEDULE A & B

END PROJECT

"MAIN 01" 498+75

OR FLAP GRANT 24(2)

S2S3S4 S5

S6S1S2 S3

S4S1

S12

S9 S10 S11 S12

S7 S8 S9 S10

S11

S14S15 S16

S17S18 S13

S14

S15

S16

S13

S24

S21 S22 S23 S24

S25

S19

S20

S21

S30 S29 S28

S22 S23

S26 S27

S35

S34S33 S32S31

S36

S26S27

S34 S35

S25

S28

S36

S33

GRANT CO.

BAKER CO.

T S

R

E

T

S

R

/2 E

T

S

R

/2 E

T S

R

E

C u tr id g e

C h a n n e l

Beagle

C re e k

Bul l

Run

C r e e k

T

S

R

/2 E

T S

R

E

T

S

R

/2 E

T S

R

E

RESUME CONSTRUCTION

SUSPEND CONSTRUCTION

RESUME CONSTRUCTION

SUSPEND CONSTRUCTION

SUSPEND CONSTRUCTION

SUSPEND CONSTRUCTION

RESUME CONSTRUCTION

BEGIN SCHEDULE A

RESUME CONSTRUCTION

32 m iles

To Baker City m il e s

T o L a G ra n d e

"MAIN 01" 489+65

"MAIN 01" 383+55

"MAIN 01" 376+50

"MAIN 01" 347+00

"MAIN 01" 339+00

"MAIN 01" 268+40

"MAIN 01" 273+00

"MAIN 01" 247+00

:5

A

J u n e

V ic in it y M a p p w w o r k

\d

\O R a g r a n t2

P

L N g e n

.d g n

VICINITY MAP

PROJECT

A.3

Profile grade tack coat between lifts

3-inch compacted depth, placed in two equal lifts with

Asphalt concrete pavement, type 1, 12-inch compacted depth

Roadway Aggregate, Method 2, LC

Existing ground Existing ground

D

C o n s tr u c ti o n l im it

0.25 D

Edge of pavement

Aggregate base course

First lift of asphalt

Second lift of asphalt

Existing ground C o n s tr u c ti o n l im it

See Fill Slope Rounding

Existing groundC o n s tr u c ti o n l im it

See Fill Slope Rounding

See Fill Slope Rounding

C o n s tr u c ti o n l im it Tur f es tabl ishment limi ts

See Safety Edge

1:3 1:3

See Fill Slope Rounding

C o n s tr u c ti o n l im it

Turf establishment limits

SAFETY EDGE

376+98 to 379+32, RT

379+87 to 381+32, RT

492+16 to 494+35, RT

495+39 to 496+47, RT

Varies (0' to 2')

1'

Varies (1:20 to 1:2)

377+61 to 379+20, LT

379+73 to 383+07, LT

493+54 to 494+48, LT

495+53 to 497+75, LT

Varies (0' to 2')

1'

Va rie s

(1 :2 to :2

2% Crown

242+00 to 247+00

268+40 to 273+00

339+00 to 347+00

376+50 to 379+26

379+80 to 383+55

489+65 to 494+41

495+46 to 498+75

"MAIN 01"

2% Crown

Existing ground

5'5'

FILL SLOPE ROUNDING

Turf establishment limits

Turf establishment limits

Slope stake limit

:2

J u n e

T y p ic a l

S e c ti o n p w w o r k

\d

\o r a g r a n t2 p ln ty p

.d g n

TYPICAL SECTION

PROJECT

C.1

Var iabl e (1 :20 to

1:3

Shoulder

1'

Traveled lane

11'

Traveled lane

11'

Shoulder

1'

Variable (1:20 to 1:3)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

19101 411063.041 8762239.436 4952.423 44°46'25.225932"N 118°20'33.708639"W 4896.8887 0.999684269 5/8 IR W/FHWA ALUM CAP 1.

19102 411427.357 8761980.811 4934.568 44°46'28.890400"N 118°20'37.157964"W 4879.0313 0.999685 5/8 IR W/FHWA ALUM CAP

19103 411664.235 8761854.422 4924.350 44°46'31.262013"N 118°20'38.821915"W 4868.8122 0.99968541 5/8 IR W/FHWA ALUM CAP

19201 413263.290 8760343.866 4844.977 44°46'47.444361"N 118°20'59.166408"W 4789.4094 0.999688671 5/8 IR W/FHWA ALUM CAP

19202 413483.832 8760168.182 4840.029 44°46'49.667576"N 118°21'01.520015"W 4784.4588 0.999688835 5/8 IR W/FHWA ALUM CAP

19203 413641.076 8760054.654 4838.528 44°46'51.249614"N 118°21'03.035524"W 4782.9561 0.999688855 5/8 IR W/FHWA ALUM CAP

19301 415807.651 8754202.579 4724.178 44°47'14.165889"N 118°22'23.355795"W 4668.502 0.999693581 5/8" IR W/FHWA ALUM CAP

19302 415778.314 8753947.999 4721.096 44°47'13.942448"N 118°22'26.895422"W 4665.4158 0.999693736 5/8" IR W/FHWA ALUM CAP

19303 415851.373 8753652.755 4717.564 44°47'14.740334"N 118°22'30.961377"W 4661.8787 0.999693879 5/8" IR W/FHWA ALUM CAP

19401 416393.798 8750845.151 4689.957 44°47'20.822079"N 118°23'09.683142"W 4634.2222 0.999695006 5/8" IR W/FHWA ALUM CAP

19402 416392.851 8750554.396 4677.940 44°47'20.887829"N 118°23'13.714005"W 4622.2011 0.999695578 FND RPC

19403 416423.079 8750266.282 4674.242 44°47'21.260602"N 118°23'17.696960"W 4618.4989 0.999695743 5/8" IR W/FHWA ALUM CAP

19501 422748.097 8741413.566 4578.468 44°48'25.964984"N 118°25'18.161147"W 4522.545 0.999698312 5/8" IR W/FHWA ALUM CAP

19502 423080.469 8741099.233 4572.923 44°48'29.325844"N 118°25'22.401410"W 4516.9931 0.999698475 5/8" IR W/FHWA ALUM CAP

19503 423303.976 8740933.418 4572.497 44°48'31.574302"N 118°25'24.621089"W 4516.5632 0.999698428 5/8" IR W/FHWA ALUM CAP

PROJECT :Granite Hill Phase 2 DATE OF FIELD WORK : August 2019

PROJECT UNITS : International foot COORDINATE SYSTEM : Orgeon North SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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.

C

M yF ile s\

Pr oj ec ts

_2

3\ O re go n\ G ra ni te _H ill

G ra ni te

_H ill

_2

9_ co nt ro ls he et .x ls x]

Sh ee t 2-

Fe b-

:4

PM

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

D.1

SHEET

NUMBER

FLAP GRANT 24(2)OR

SURVEY CONTROLPRELIMINARY - N

N39°15'56"W

PI 243+51.78

Δ = 05°00'00" (LT)

R = 2,000.00' T = 87.32' L = 174.53' e = 2.8%

P C

.4

P T

.9

P C

.7

Y T I L I T

U D

E I R

U B G

N I N

R A W

N

BEGIN SCHEDULE B

BEGIN CONSTRUCTION

BEGIN PROJECT

SUSPEND CONSTRUCTION

to be Constructed "MAIN 01" Line

Construction limit

Slope stake limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

See Section F for details reinforced concrete box culvert 15 feet span, 9 feet rise, precast 244+66.4

Existing Ground

Crossing #1 Bull Run Creek

N34°15'57"W

241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

4,926 4,926

4,928 4,928

4,930 4,930

4,932 4,932

4,934 4,934

241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

4,926 4,926

4,928 4,928

4,930 4,930

4,932 4,932

4,934 4,934

-3.49%

-3.11%

-3.60%

-4.01%

.9

.0

.4

.4

.0

.2

246+40.42 4917.94

SSD = 2218'

K = 152

75' VC

SSD = 2644'

K = 121

50' VC

HLSD = INF'

K = 194

75' VC

HLSD = INF'

K = 132

100' VC

,9

.7

247+00

4,908 4,908

4,910 4,910

4,912 4,912

4,914 4,914

4,916 4,916

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

247+00

4,908 4,908

4,910 4,910

4,912 4,912

4,914 4,914

4,916 4,916

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

-3.25%

"MAIN 01" 242+00

E= 540105.0424

N= 938002.4670 "MAIN 01" 247+00

:1

J u ly

B u ll R u n

S h e t] p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.4

N29°37'18"W

N40°01'14"W

PI 268+96.85

Δ = 47°52'28" (RT)

R = 430.00' T = 190.88' L = 359.29' e = 6.0%

PI 272+28.51

Δ = 10°23'56" (LT)

R = 850.00' T = 77.35' L = 154.27' e = 4.6%

P C

.1

P T

.4

P T

.2

2 2

N

RESUME CONSTRUCTION

See Section H for details type B, solid (4-inch, white) Pavement markings, to be Constructed "MAIN 01" Line

See Section H for details type B, solid (4-inch, yellow) Pavement markings, CONSTRUCTION

SUSPEND

Slope stake limit

Construction limit

Profile grade

Existing Ground

See Section F for details reinforced concrete box culvert 22 feet span, 9 feet rise, precast 270+08.8

Crossing #2 Bull Run Creek

268+00 268+50 269+00 269+50 270+00 270+50 271+00 271+50 272+00 272+50 273+00 273+50

4,834 4,834

4,836 4,836

4,838 4,838

4,840 4,840

4,842 4,842

4,844 4,844

4,846 4,846

4,848 4,848

4,850 4,850

268+00 268+50 269+00 269+50 270+00 270+50 271+00 271+50 272+00 272+50 273+00 273+50

4,834 4,834

4,836 4,836

4,838 4,838

4,840 4,840

4,842 4,842

4,844 4,844

4,846 4,846

4,848 4,848

4,850 4,850

-2.16%

-1.50%

-0.73%

.0

.7

.2

.4

HLSD = INF'

K = 114

75' VC

HLSD = INF'

K = 257

200' VC

,8

.6

"MAIN 01" 268+40

"MAIN 01" 273+00

:1

J u ly

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.5

S6 8°0

7'0 6"W

N75°22'37"W e = 6.0%

'267.59L =

'138.51T =

'420.00R =

(RT)36°30'16"Δ =

340+67.68PI

.1

C

C 3

.7

T

1 3

N

BEGIN SCHEDULE A

RESUME CONSTRUCTION

See Section H for details type B, solid (4-inch, white) Pavement markings, See Section H for details type B, solid (4-inch, yellow) Pavement markings, Slope stake limit

Construction limit to be Constructed "MAIN 01" Line

Profile grade

Existing Ground

See Section F for details reinforced concrete box culvert 13 feet span, 12 feet rise, precast 343+55.3

Culvert Crossing Boundary Creek

337+00 337+50 338+00 338+50 339+00 339+50 340+00 340+50 341+00 341+50 342+00 342+50 343+00 343+50 344+00 344+50

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

337+00 337+50 338+00 338+50 339+00 339+50 340+00 340+50 341+00 341+50 342+00 342+50 343+00 343+50 344+00 344+50

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

-1.34%

-0.31% 3

.9

.2

.0

.5

SSD = 597'

K = 73

150' VC

HLSD = INF'

K = 146

150' VC

,7

.8

"MAIN 01" 339+00

:5

J u ly

B o u n d a ry

C re e k

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.6

S84°33'39"W e = 5.4%

'192.58L =

'97.29T =

'550.00R =

(LT)20°03'43"Δ =

345+14.43PI

.7

.3

P

O E

5 3

9 N

See Section H for details type B, solid (4-inch, white) Pavement markings, See Section H for details type B, solid (4-inch, yellow) Pavement markings, Slope stake limit

Construction limit to be Constructed "MAIN 01" Line

CONSTRUCTION

SUSPEND

Profile grade

Existing Ground

345+00 345+50 346+00 346+50 347+00 347+50 348+00 348+50 349+00

4,708 4,708

4,710 4,710

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

345+00 345+50 346+00 346+50 347+00 347+50 348+00 348+50 349+00

4,708 4,708

4,710 4,710

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

-2.38%

-1.43%

.3

.4

HLSD = INF'

K = 132

125' VC

"MAIN 01" 347+00

:1

J u ly

B o u n d a ry

C re e k S h e e t2 p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.7

N87°0 1'38"

W

N55°29'06"W e = 5.4%

L = 319.30'

T = 163.81'

R = 580.00'

Δ = 31°32'32" (RT)

PI 381+45.76

e = ___ L = 309.94' T = 156.22' R = 1,000.00'

Δ = 17°45'29" (LT)

PI 375+58.03

P T

.7

P C

.9

P T

.2

1 3

Y T I L I

U

D

I R

B

G

I N R A

W

N

RESUME CONSTRUCTION CONSTRUCTION

SUSPEND

to be Constructed "MAIN 01" Line

Slope stake limit

Construction limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

Existing Ground

G

T

S

T

G

S

T G S

T G S

TGS

376+50 377+00 377+50 378+00 378+50 379+00 379+50 380+00 380+50 381+00 381+50 382+00 382+50 383+00 383+50

4,668 4,668

4,670 4,670

4,672 4,672

4,674 4,674

4,676 4,676

4,678 4,678

4,680 4,680

4,682 4,682

4,684 4,684

4,686 4,686

4,688 4,688

376+50 377+00 377+50 378+00 378+50 379+00 379+50 380+00 380+50 381+00 381+50 382+00 382+50 383+00 383+50

4,668 4,668

4,670 4,670

4,672 4,672

4,674 4,674

4,676 4,676

4,678 4,678

4,680 4,680

4,682 4,682

4,684 4,684

4,686 4,686

4,688 4,688

-4.49%

-1.00%

-2.45%

-1.13%

.4

.2

.6

.5

.0

.0

SSD = 797'

K = 69

100' VC

HLSD = 265'

K = 43

150' VC

HLSD = INF'

K = 114

150' VC

,6

.7

"MAIN 01" 376+50 "MAIN 01" 383+55

LEGEND:

Guardrail System MGS, Type 2, Class A Wood Posts

Terminal Section, Type MGS Tangent

Structure Railing Transition Section

4377+50 to 379+13 RT

378+13 to 379+01 LT

380+04 to 380+79 RT

379+92 to 382+55 LT

:1

J u ly

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.8

N56°18'17"W

N64°1 1'33

"W

N37°47'11"W e = 6.0%

'299.57L =

'152.49T =

'650.00R =

(RT)26°24'22"Δ =

492+82.87PI

e = ___ '137.67L = '68.94T = '1,000.00R =

(LT)07°53'16"Δ =

488+59.47PI

.5

.2

.3

.9

T4

.2

P

3 4

N

RESUME CONSTRUCTION

to be Constructed "MAIN 01" Line

Slope stake limit

Construction limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

Existing Ground

G

T

S

T G S

T G S

S G T

S G

496+44

Bull Run Creek Crossing #4

488+00 488+50 489+00 489+50 490+00 490+50 491+00 491+50 492+00 492+50 493+00 493+50 494+00 494+50 495+00 495+50 496+00 496+50

4,566 4,566

4,568 4,568

4,570 4,570

4,572 4,572

4,574 4,574

4,576 4,576

4,578 4,578

4,580 4,580

4,582 4,582

4,584 4,584

4,586 4,586

4,588 4,588

4,590 4,590

488+00 488+50 489+00 489+50 490+00 490+50 491+00 491+50 492+00 492+50 493+00 493+50 494+00 494+50 495+00 495+50 496+00 496+50

4,566 4,566

4,568 4,568

4,570 4,570

4,572 4,572

4,574 4,574

4,576 4,576

4,578 4,578

4,580 4,580

4,582 4,582

4,584 4,584

4,586 4,586

4,588 4,588

4,590 4,590

-0.43% -0.10%

-1.00%

.8

.5

.9

.0

.0

.7

SSD = 1243'

K = 111

100' VC

SSD = 798'

K = 53

75' VC

HLSD = INF'

K = 297

100' VC

,5

.4

"MAIN 01" 489+65LEGEND:

Guardrail System MGS, Type 2, Class A Wood Posts

Terminal Section, Type MGS Tangent

Structure Railing Transition Section

7492+66 to 494+16 RT

494+31 LT

494+06 to

495+94 RT

495+56 to

497+22 LT

495+72 to

:3

J u ly

B u ll R u n

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.9

N37° 47'

11" W

N10°57'43"W e = ___

'196.63L =

'100.15T =

'420.00R =

(RT)26°49'28"Δ =

499+38.64PI

.4

.6

P

0 N

END SCHEDULE A & B

END CONSTRUCTION

END PROJECT

to be Constructed "MAIN 01" Line

Slope stake limit

Construction limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

Existing Ground

TG

G

T

S

497+00 497+50 498+00 498+50 499+00 499+50 500+00 500+50

4,562 4,562

4,564 4,564

4,566 4,566

4,568 4,568

4,570 4,570

4,572 4,572

4,574 4,574

4,576 4,576

4,578 4,578

4,580 4,580

4,582 4,582

4,584 4,584

4,586 4,586

497+00 497+50 498+00 498+50 499+00 499+50 500+00 500+50

4,562 4,562

4,564 4,564

4,566 4,566

4,568 4,568

4,570 4,570

4,572 4,572

4,574 4,574

4,576 4,576

4,578 4,578

4,580 4,580

4,582 4,582

4,584 4,584

4,586 4,586

-2.42%

+0.73%

.0

.2

L P

.9

HLSD = 340'

K = 56

175' VC

"MAIN 01" 498+75

Structure Railing Transition Section

Terminal Section, Type MGS Tangent

Guardrail System MGS, Type 2, Class A Wood Posts

LEGEND:

:5

J u ly

B u ll R u n

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.10

NO SCALE

5.

4.

3.

2.

1.

Case 1: Overlying material Case 2: Overlying material between drilled holes Excavate area between drilled holes Excavate area

Overlying material Overlying material

Rock material Rock material backfill or overlying material Crushed coarse aggregate backfill or overlying material

Crushed coarse aggregate aggregate backfill Crushed coarse aggregate backfill Crushed coarse

Finished gradeFinished grade depth (A) is 18" or less depth (A) is greater than 18"

NOTE:

the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

"coarse aggregate for concrete" or "granular backfill for Use crushed coarse aggregate backfill that conforms to oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

Use this standard when posts cannot be embedded to the

ELEVATION

PLAN VIEWPLAN VIEW

ELEVATION

Steel Post

Wood Post

Wood Post

Steel Post

POST EMBEDMENT DIMENSIONS

B A

E m b e d m e n t D e p th

B A

E m b e d m e n t D e p th

23"

23"

21"

21"

12"

8"

617-31 or 617-32.

minimum depth shown on Standard 617-10, 617-11, fo r M

G S fo r G fo r M

G S fo r G

21" or 23" 8" or 12"

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

6/2022 STANDARD APPROVED FOR USE

REVISED: 617-13

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

:4

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-1 d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

D.11

6.

5.

4.

3.

2.

1.

embankment Edge of widened post section. See Note 4 face of the rail in the standard Tangent line projected from the embankment Edge of widened post section. See Note 4 face of the rail in the standard Tangent line projected from the

Varies by manufacturer end of terminal not shown.

Terminal posts and

Varies by manufacturer end of terminal not shown.

Terminal posts and

NOTE:

terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail terminal.

Install a reflectorized object marker on the end of the according to the manufacturer's recommendations.

end farther from the edge of shoulder, or use a taper Install terminal at a 1:25 taper or flatter to position the the manufacturer's recommendations.

necessary to install the tangent terminal according to manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

as practical within site constraints. If necessary because are provided, use the preferred grading layout as much staking notes or model. If no staking notes or model Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for Install tangent terminal according to the manufacturer's

See Note 6 Guardrail terminal grading o r fl a tt e r

V

:1

H

Front of rail face

PLAN

PREFERRED GRADING

Post section

Standard

L

See Note 6 Guardrail terminal grading o r fl a tt e r

V

:1

H

Hinge point line

See Note 3

Length of Need

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

Back of post

Back of post

Front of rail face

Hinge point line

PLAN

ALTERNATIVE GRADING

post section

Standard

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

See Note 3

Length of Need

12'-6"

(min.)

10'-0"

(m in

(m in

(m in

12'-6"

(m in

TEST LEVEL

L

50 (for MGS)

37.5 or 50 (for G4)

(FT)

3 (> 45 mph)

2 (≤ 45 mph)

6/2022 REVISED: 617-20

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

6/2005 STANDARD APPROVED FOR USE

:3

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

D.12

4.

3.

2.

1.

on terminal sections All posts except those guardrail bolt guardrail post bolt

NOTE:

OMITTED POST DETAIL

PLAN VIEW

See Note 1

TYPICAL GUARDRAIL CROSS SECTION

TYPICAL GUARDRAIL ELEVATION

POST BOLT ASSEMBLY GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

POST AND BLOCK

of traffic Lap in direction splice Mid-span of rail as applicable ground line at face Edge of pavement or

1V:10H or flatter slope 1V:10H or flatter slope fill slope

Variable

Hinge point steeper than fill slope Variable slope but not departure terminal sections required for approach and Subgrade shoulder. Widening on each side of block 16d galvanized nail Toenail with one groundline at face of rail Edge of pavement or groundline at face of rail Edge of pavement or on each side of block 16d galvanized nail Toenail with one shown on Typical Section Aggregate base or as shown on Typical Section Aggregate base or as

See Note 4 sheeting Retroreflective

W beam rail

Post and block block (typ.)

Post and

Hinge point departure terminal sections required for approach and Subgrade shoulder. Widening

1V:2H or flatter slope

TYPICAL GUARDRAIL CROSS SECTION

P o s t le n g th recommendations.

or mechanical means according to the manufacturer's delineator to the top of the wood post using either an adhesive Install a flexible hinged delineator every fourth post. Fasten including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be block rotation.

the adjacent blocks with two 16d galvanized nails to prevent with anti-rotation nails. If combination blocks are used, toenail or combination of blocks (no more than two) to achieve the Size of block shown elsewhere on the plans. Use a single block and the hinge point. For all other locations, see Section 617 omitted in locations where the typical guardrail cross section When encountering impenetrable material, one post may be

See Note 2

(one omitted post) unsupported span

(max.)

See Note 2

Traffic

(t y p

(ty p.)

6" See Note 2

8" or 12"

(ty p.)

6" (typ.)

8"

" Ø hole (typ.)4

See Note 2 8" or 12"

8"

" Ø hole4

" recess nut8

5" (max.)

3" x 4" (min.)

actual 8-inch or 12-inch offset. Secure wood blocks to the posts and Standard 617-13 or 617-37.

includes 2-feet (min.) between the back of the guardrail post

6' post

(typ.)

2'-0"

6' post

6' POST CENTERED ON HINGE, 8" OR 12" BLOCK

12'-6"

43'-9" (min.)

56'-3" (min.) distance between omitted posts

"2 13'-1 6'-3" Post spacing

6' POST, 8" OR 12" BLOCK

bolts and nuts (8 per splice)

" guardrail splice4 1" x 18

8" or 12" block

" x 18" or 22"8

" plain round washer.4

8" or 12" block

" x 18" or 22"8

(t y p

REVISED: 617-31

WOOD POSTS

MGS W-BEAM GUARDRAIL

7/2022 STANDARD APPROVED FOR USE

:2

A u g u s t

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-3 d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

D.13

NOTE:

SPAN WITH HEADWALL DETAIL

WOOD POST DETAIL STEEL POST DETAIL CRT POST DETAIL

PLAN

ELEVATION

Finished grade

PLAN VIEW

See Note 1

POST AND

BURIED OBSTRUCTION

BURIED OBSTRUCTION

See Note 3 See Note 3

Hinge point line

Rail splice (typ.)

(no nesting required) Single W-beam rail element

Slope varies

Slope varies

Slope varies the face of the headwall flush (zero offset) with Back of post may be See Note 4

Headwall the face of the headwall flush (zero offset) with Back of post may be

Hinge point line

CRT WOOD POST

FRONT SIDE

TOP

the maximum height of the culvert headwall above the the finished grade to act as a vertical roadway curb, In locations where the culvert headwall extends above upstream and downstream of posts 2 and 7 is The minimum length of guardrail, including the end terminals, Use wood posts for CRT posts.

Posts 1 and 8 may be wood or steel.

5.

4.

3.

2.

1.

See Note 1

POST AND

See Note 2

POST AND

12" (min.)12" (min.)

8" or 12"

8"

24"

8" or 12"

6"

24"

12"

8"

24" hole (typ.)

" dia.2

8"

" dia.4

6"

6"

See Standard 617-31 or 617-32 for other assembly details.

finished grade is 2-inches.

62.5-feet.

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

2 3 4 5 6 7 8

8 1 8 2 7 or 25'-0" (3 omitted posts)

18'-9" (2 omitted posts)

6'-3"

REVISED: 617-37

LONG-SPAN SYSTEM

MGS W-BEAM GUARDRAIL

STANDARD APPROVED FOR USE 7/2022

:4

A u g u s t

S td

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

D.14

N

Erosion Control - Bull Run 01-1

BEGIN CONSTRUCTION

BEGIN PROJECT

SOIL EROSION CONTROL, SILT FENCE

"MAIN 01" 242+00

:2

M a y

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.2

Y T I L I T

U D

E I R

U B G

N I N

R A

W

N

Erosion Control - Bull Run 01-2

SUSPEND CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

"MAIN 01" 247+00

:4

M a y

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.3

N

Erosion Control - Bull Run 02-1

RESUME CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

"MAIN 01" 268+40

:3

M a y

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.4

1 2

N

Erosion Control - Bull Run 02-2

SUSPEND CONSTRUCTION

"MAIN 01" 273+00

:3

M a y

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.5

1 3

N

RESUME CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

"MAIN 01" 339+00

:3

M a y

E r o s io n C o n tr o l B o u n d a r y

C r e e k

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.6

N

SUSPEND CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

"MAIN 01" 347+00

:3

M a y

E r o s io n C o n tr o l B o u n d a r y

C r e e k

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.7

5 3

0 3

Y T I L I

I R

I N R A W

N

RESUME CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

"MAIN 01" 376+50

:4

M a y

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.8

3 3 4 3

N

SUSPEND CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

"MAIN 01" 383+55

:4

M a y

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.9

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fil l s lop e

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fil l s lop e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed) Existing ground

Silt fence reinforcement

NOTE:

Staple or tie

Section B Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric

See Note 3

End Posts Detail End posts, see

End Posts Detail End posts, see

See Note 3 fabric, Section A Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow Alternate preassembled silt fence options will be allowed m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

DETAIL APPROVED FOR USE --/----

10/2016REVISED: 157-1W

WFLHD DETAIL

SILT FENCE

:4

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.12

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction o f runoff from disturbe d areas sp ac in g ch ar t

Se e

Fi be r Ro ll

Fiber roll ff o n ur f o no it ce ri

D along contours Install fiber rolls

Fiber roll

Slope

Fil l s lop e

Direction of runoff ground Existing soil to match ground level Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

FIBER ROLL

(FT)

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

to

(m in

(m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED: 157-21W

:0

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.13

See Note

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the Construct check dams from fiber rolls, filter rock, or

MODERATE GRADES

CHECK DAM

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches Check dam installation details V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8

1-inch x 18 1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

DETAIL APPROVED FOR USE 7/2016

REVISED: 157-15W

:2

S e p te m b e r

D e t W p w

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.14 with plastic liner or riprap Temporary diversion channel

NO SCALE

temporary barrier Use sandbags to construct

A

A

Flow

PLASTIC LINED DIVERSION CHANNEL

SECTION B-B

SECTION A-A

W

B

W

B

SandbagsPlastic liner

SSSS D D SSSS

Flow

Plastic liner when scheduled) Silt fence (typ.

and secure with sandbags (typ.)

5.

4.

3.

2.

1.

Flow using one of the methods listed in Subsection 204.11(a).

temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and diameter, riprap class, channel dimensions and quantities.

See Erosion Control Section for temporary culvert

NOTE:

Permanent culvert

Roadway centerline

BB

See Note 5 when scheduled) Silt fence (typ.

backflow into natural channel Use sandbags to prevent

Permanent natural channel

Earthwork limits

DIVERSION CHANNEL

PLAN

TEMPORARY CULVERT

SECTION B-B

Ø embankment

Roadway embankment Roadway

Temporary culvert backfill

Subgrade

Bedding

Natural ground

RIPRAP LINED DIVERSION CHANNEL

SECTION A-A SECTION B-B

W

B B

W

T T when scheduled) Silt fence (typ.

Sandbags

Riprap lining Riprap lining

SS SS

D DSS SS

FlowFlow

GeotextileGeotextile

6" deep and secure with riprap or sandbags.

Bury plastic liner 6" deep

2' 2'2'2'

6/2005 STANDARD APPROVED FOR USE

7/2022 6/2007 REVISED:

CHANNELS

TEMPORARY DIVERSION

157-5

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.15

SCALE IN FEET

0 1010 20 25

N

Proposed road grade

Proposed roadLC

Flowline

(L-66')

(15 feet span, 9 feet rise)

Precast reinforced concrete box culvert

Mitigation, streambed material

Match existing stream bottom

100-yr WS profile

Existing stream bottom locate as directed by CO

Temporary flow barrier, locate as directed by CO

Temporary flow barrier, Placed riprap, method A, class 3

Existing channel edge

244+66.4

Station

Existing channel edge

LC

LCExisting road locate as directed by CO

Temporary flow barrier, locate as directed by CO emporary flow barrier, T

New precast wingwall (L-12')

(L-66')

(15 feet span, 9 feet rise)

Precast reinforced concrete box culvert

New channel bottom edge

LC

Existing stream bottom

New precast wingwall (L-12') wingwall (L-12') New precast

0.033 Ft/Ft

New channel (L-20')

New channel (L-10')LC

New channel (L-20')LC

New channel (L-10')LC

Remove boulder weir

F.2

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B u ll

R u n C r e e k N o C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:5 e c e m b e r

C h e c k e d b y

D e s ig n e d b y

PLAN & PROFILE

AOP CULVERT

BULL RUN CREEK NO. 1

PIPE INLET OUTLET

ACTIVE CHANNEL WIDTH: 10 feet

LENGTH: 66 feet

INFILL TYPE: SBM

SPAN: 15'-0"

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 1.0 feet

HW : 2.5 feetQ : 184 cfs

TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 3.0 feet BURIAL DEPTH: 3.0 feet

FLOWLINE SLOPE: 0.033 ft/ftINSTREAM WORK WINDOW: 7/15- 8/15

INV N/E/EL: INV N/E/EL: Q : 51 cfs RISE: 9'-0"

PIPE SLOPE: 0.033 ft/ft BEVEL: 2(h):1(v) BEVEL: 2(h):1(v)

LOWER BEVEL HEIGHT: 8.0 feet LOWER BEVEL HEIGHT: 8.0 feetFISH SPECIES: Bull trout, Steelhead, Chinook

60 50 40 30 20 10 07090 80100110120130140 605040302010 70 9080 100 110 120 130 140

Flow

5°

135°

5°

135° existing 60"x90" CMP arch

Removal of pipe culvert, Proposed road

New culvertLC

0.033 Ft/Ft

0.033 Ft/Ft

.9 °8

.1

Cast-in-place cutoff wall Cast-in-place cutoff wall

(t yp

33'-1 8"

G P S

Construction limits Existing edge of pavement

Proposed edge of pavement

411715.26/8761817.23/4911.7'411650.03/8761807.13/4914.0'

Grade to match existing terrain '-0

" (typ

Proposed terrain

32'-10 8"

CULVERT OUTLET

CULVERT INLET

TYPICAL INFILL CHANNEL

TOW, elev 4925.0'

100-yr WS

2-yr WS

Elev 4923.0'

Placed riprap, method A, class 3

Existing grade road LC

(15 feet span, 9 feet rise)

Precast reinforced concrete box culvert

Channel bank top

Flowline

Existing grade, upstream

Floor elev 4914.0'

See Notes 1 & 2 Cast-in-place cutoff wall

Mitigation, streambed material

New precast wingwall (L-12')

Elev 4919.0'

New channel bottom edge

New channel bottom edge

F.3

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B u ll

R u n C r e e k N o C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(1)

:5 e c e m b e r

C h e c k e d b y

D e s ig n e d b y

S v e n L e o n

ELEVATIONS

AOP CULVERT

BULL RUN CREEK NO. 1

Proposed grade road existing 60"x90" CMP arch culvert

Removal of pipe culvert, TOW, elev 4922.7' 100-yr WS

2-yr WS

Elev 4920.7'

Existing grade road LC (15 feet span, 9 feet rise)

Precast reinforced concrete box culvert

Channel bank top

New channel bottom edge

Proposed grade road

Flowline

Placed riprap, method A, class 3

Floor elev 4911.7' existing 60"x90" CMP arch culvert

Removal of pipe culvert, See Notes 1 & 2

Cast-in-place cutoff wall

Mitigation, streambed material

New precast wingwall (L-12')

Elev 4916.7'

Existing grade, downstream

10'-0"12" 18" 18" 12"

M a x

M a x and could be higher or lower. See Geotechnical Memo GM14-23 for more information.

3. Potential rock surface elevation of 4911 ft. based on boring. Actual surface will undulate

2. Place cutoff wall flush with inside edges of wingwall footers.

1. Extend cast-in-place cutoff wall 3'. If bedrock is encountered before 3', embed the wall 6" into bedrock.

NOTES:

5'-0" 5'-0"

5'-0"5'0"

Match new channel bottom elevation

Separation-stabilization geotextile, class 1, type C

Separation-stabilization geotextile, class 1, type C

Match new channel bottom elevation

Concrete, headwall

Concrete, headwall

Elev 4919.0'

Elev 4916.7'

Not to scale.

Not to scale.

SCALE IN FEET

0 1010 20 25

N

Proposed road grade

Proposed roadLC

Flowline

(L-56')

(22 feet span, 9 feet rise)

Precast reinforced concrete box culvert Mitigation, streambed material

Match existing stream bottom

100-yr WS profile

Existing stream bottom locate as directed by CO

Temporary flow barrier, locate as directed by CO

Temporary flow barrier, method A, class 3 Placed riprap, Existing channel edge

LCNew culvert

Station 270+08.8

Existing channel edge

Proposed road LC

LCExisting road locate as directed by CO

Temporary flow barrier, locate as directed by CO

Temporary flow barrier, PIPE INLET OUTLET

ACTIVE CHANNEL WIDTH: 15 feet

LENGTH: 56 feet

INFILL TYPE: SBM

SPAN: 22'-0"

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 1.0 feet

HW : 2.5 feetQ : 283 cfs

TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 3.0 feet BURIAL DEPTH: 3.0 feet

FLOWLINE SLOPE: 0.021 ft/ftINSTREAM WORK WINDOW: 7/15- 8/15

INV N/E/EL: INV N/E/EL: Q : 91 cfs RISE: 9'-0"

PIPE SLOPE: 0.021 ft/ft BEVEL: 2(h):1(v) BEVEL: 2(h):1(v)

LOWER BEVEL HEIGHT: 8.0 feet LOWER BEVEL HEIGHT: 8.0 feet

New precast wingwall (L-12')

(L-56')

(22 feet span, 9 feet rise)

Precast reinforced concrete box culvert

New channel bottom edge

Flow

FISH SPECIES: Bull trout, Steelhead, Chinook

LC

Existing stream bottom

PLAN & PROFILE

AOP CULVERT

BULL RUN CREEK NO. 2

60 50 40 30 20 10 07090 80100110120130140 605040302010 70 9080 100 110 120 130 140

New precast wingwall (L-12') wingwall (L-12') New precast

0.040 Ft/Ft

0.021 Ft/Ft

0.023 Ft/Ft

New channel (L-45')

New channel (L-60')LC

5°

135°

135°

5°

New channel (L-45')LC

New channel (L-60')LC existing 84"x120" CMP arch culvert

Removal of pipe culvert, .2

.8

F.4

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B u ll

R u n C r e e k N o C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:4 e c e m b e r

C h e c k e d b y

D e s ig n e d b y

Remove boulder weir

24'-10 8"

31'-1 8"

Construction Limit

(t yp

Existing edge of pavement

Proposed edge of pavement

413376.72/8760274.68/4830.8' 413375.83/8760219.85/4829.7'

'-0

" (typ

Grade to match existing

Grade to match existing e = ___ '359.29L = '190.88T = '430.00R = (RT)47°52'28"Δ = 268+96.8505PI

TYPICAL INFILL CHANNEL

F.5

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B u ll

R u n C r e e k N o C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:4 e c e m b e r

C h e c k e d b y

D e s ig n e d b y

S v e n L e o n

ELEVATIONS

AOP CULVERT

BULL RUN CREEK NO. 2

TOW, elev 4841.8'

100-yr WS

2-yr WS

Elev 4839.8'

Placed riprap, method A, class 3

Existing grade road LC (22 feet span, 9 feet rise)

Precast reinforced concrete box culvert

Channel bank top

Flowline

Existing grade, upstream

Elev 4826.8'

Floor elev 4830.8' Precast cutoff wall

Mitigation, streambed material

New precast wingwall (L-12')

Elev 4840.0' existing 84"x120" CMP arch culvert

Removal of pipe culvert, TOW, elev 4840.7' 100-yr WS

2-yr WS

Elev 4838.7' Existing grade road LC

(22 feet span, 9 feet rise)

Precast reinforced concrete box culvert

Channel bank top

Placed riprap, method A, class 3

Existing grade, downstream

Elev 4825.7'

Floor elev 4829.7' existing 84"x120" CMP arch culvert

Removal of pipe culvert, Precast cutoff wall

Mitigation, streambed material

New precast wingwall (L-12')

Elev 4834.7'

Flowline

5'-0"

15'-0"2'-0" 18" 18" 2'-0"

" New channel bottom edge

New channel bottom edge

New channel bottom edge

5'-0" 5'-0"

5'-0"

Match new channel bottom elevation

Separation-stabilization geotextile, class 1, Type C

New channel bottom edge

Separation-stabilization geotextile, class 1, Type C

Match new channel bottom elevation

Profile grade

Profile grade

Concrete, headwall

Concrete, headwall

Elev 4835.8'

Elev 4834.7'

Not to scale.

Not to scale.

SCALE IN FEET

0 1010 20 25

N

0.049 Ft/Ft

New precast wingwall (L-12')

Proposed road grade

Proposed roadLCFlowline

(L-34')

(13 feet span, 12 feet rise)

Precast reinforced concrete box culvert

Mitigation, streambed material

Match existing stream bottom

100-yr WS profile

Existing stream bottom locate as directed by CO

Temporary flow barrier, locate as directed by CO

Temporary flow barrier, method A, class 3 Placed riprap, Existing channel edge

LC

Station 343+55.3

Existing channel edge

New channel bank top

Proposed road LC LCExisting road locate as directed by CO

Temporary flow barrier, locate as directed by CO

Temporary flow barrier, F.6

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B o u n d a r y C r e e k C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:5

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

PIPE INLET OUTLET

ACTIVE CHANNEL WIDTH: 8 feet

LENGTH: 34 feet

INFILL TYPE: SBM

SPAN: 13'-0"

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 1.0 feet

HW : 2.5 feetQ : 141 cfs

TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 4.8 feet BURIAL DEPTH: 4.0 feet

FLOWLINE SLOPE: 0.049 ft/ftINSTREAM WORK WINDOW: 7/15- 8/15

INV N/E/EL: INV N/E/EL: Q : 41 cfs

PLAN & PROFILE

AOP CULVERT

BOUNDARY CREEK

PIPE SLOPE: 0.019 ft/ft BEVEL: 2(h):1(v) BEVEL: 2(h):1(v)

LOWER BEVEL HEIGHT: 8.0 feet LOWER BEVEL HEIGHT: 8.0 feet

New precast wingwall (L-12')

36x60" CMP arch

Remove existing

New channel bottom edge

New channel (L-117')LC

F lo w

Flow

FISH SPECIES: Bull trout, Steelhead, Chinook

0.049 Ft/Ft

0.045 Ft/Ft

wingwall (L-12') New precast

New channel (L-117')LC

(final grading by others)

Existing mine tailing surface

Existing stream bottom

10 20 30 40 50 60 70

80 90 100 110 120 130 140 150

060 50 40 30 20 1070 160 170 180 190 200 210

28' straight

L 28', R 25'

L 45', R 0'L 16', R 25'

LCNew channel (L-38')

New channel (L-38')LC

RISE: 12'-0"

(L-34')

(13 feet span, 12 feet rise)

Precast reinforced concrete box culvert

"8

19'-11 14'-1"

.7

New culvert elev 4707.5'

Daylight flowline, new bank toe, see channel wood details F.17

New channel wood structures, 2 locations locate as needed for dividing flow embed 6' minimum, 6' above final ground surface, 12, 12" dia., Untreated timber pile, in place, place tight against log piles

Boulder, 4, 36" min. dia., station 690, elev 4707' at new stream channel flowline, Daylight outlet channel flowline

New channel bank edge

New channel (by others)LC

New channel bank top

New channel (by others)LC elev 4707'

New channel flowline, as directed by CO

6, locate randomly, Mitigation, root wad, 7'-6"

7'-6"

(t yp

'-0

" (typ

Construction limits

(conserved willow bush)

Remove and replant tree and shrub, Cuttings, willow pole (willow pole tripod)

Cuttings, willow pole

Willow plantings, see details F.14, F.15, F.16

Proposed edge of pavement

Existing edge of pavement

135°

135°

415857.63/8753774.08/4709.5' 415824.79/8753765.31/4708.8'

5°

Grade to match existing terrain e = ___ '192.58L = '97.29T = '550.00R = (LT)20°03'43"Δ = 345+14.4346PI

TYPICAL INFILL CHANNEL

Placed riprap, method A, class 3

(13 feet span, 12 feet rise)

Precast reinforced concrete box culvert

Mitigation, streambed material

2-yr WS

100-yr WS

Profile grade

New precast wingwall (L-12')

Precast cutoff wall

Channel bank top

Flowline

TOW, elev 4722.8'

Elev 4720.8'

Floor elev 4708.8' Elev 4704.8'

Elev 4716.8'

36x60" CMP arch culvert

Culvert removal, Existing grade, downstream

ELEVATIONS

AOP CULVERT

BOUNDARY CREEK

Elev 4717.5'

Mitigation, streambed material

Precast cutoff wall existing 36x60" CMP arch culvert

Culvert removal, Floor elev 4709.5 Elev 4705.5'

New precast wingwall (L-12')

Placed riprap, method A, class 3

Profile grade

TOW, elev 4723.5'

100-yr WS

2-yr WS

Elev 4721.5'

(13 feet span, 12 feet rise)

Precast reinforced concrete box culvert

Channel bank top

Flowline

Existing grade, upstream

Existing grade road LC

Existing grade road LC

F.7

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B o u n d a r y C r e e k C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:5

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

S v e n L e o n

5'-0" 5'-0"

5'-0"5'-0"

Separation-stabilization geotextile, class 1, type C

Separation-stabilization geotextile, class 1, type C

Match new channel bottom elevation

Match new channel bottom elevation

8'18"12" 18" 12"

Concrete, headwall

Concrete, headwall

Elev 4717.5'

Elev 4716.8'

Not to scale.

Not to scale.

Existing road

Proposed road LC

LC

LC

existing 120" x 84" CMP

Removal of pipe culvert, Existing channel edge bottom edges

Proposed channel

LC

B

B

New channel endpoint

LCNew channel endpoint

N

10 20010

SCALE IN FEET

Flow

Erosion control pad, 6' x 8' x 1'

Placed riprap, method A, class 1, Placed riprap, method B, class 4

Proposed bridge, see S. Sheets

F.8

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k

\d

\B u ll

R u n

C r e e k

N o

R ip r a p

F

L O

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:4

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

RIPRAP PLAN

BULL RUN CREEK CROSSING #3

'-0

'-0

.3

21'-0"

21'-0"

10' radius

Elev 4668.8

375+54.85

Proposed channel __ bottom edges

Proposed channel

7'

7' A

A locate as directed by CO diversion, Temporary flow locate as directed by CO

Temporary flow diversion, GPS

19403

19402

GPS

Construction limits

Proposed edge of pavement

Existing edge of pavement

1V:4H

BOUNDARY MARKER

BOUNDARY MARKER

WARNING BURIED UTILITY

ELEVATION

Low chord 4676.68'

NO SCALE

Placed riprap, method B, class 4 geotextile, class 1, type C

Separation-stabilization existing 120" x 84" CMP

Removal of pipe culvert, elev 4668.8' channel bottom, Proposed stream

See Note 1

Conserved streambed material

Elev. = 4678.97

Sta. = 379+25.85

Begin Bridge

Elev. = 4678.43

Sta. = 379+79.85

End Bridge

F.9

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k

\d

\B u ll

R u n

C r e e k

N o

R ip r a p

F

L O

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:4

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

20'-0"

SECTION A-A

SECTION B-B

Elev 4674.0'

8'-0" 18'-0"

Elev 4665.0'

'-0

Excavation limit

Final road grade material streambed

Conserved

4'-0"

100-year W.S. Elev 4672.0' Elev 4671.0'OHW

Bridge abutment

4,660

4,665

4,670

4,675

4,680

4,685

-1.00

RIPRAP ELEVATIONS

BULL RUN CREEK CROSSING #3

Existing road grade

Proposed road grade

36 to 40" dia., 24 randomly placed as directed by CO

Mitigation, fish passage boulder, Placed riprap, method B, class 4 geotextile, class 1, type C

Separation-stabilization

Conserved streambed material

Bridge abutment

Elev 4674.0'

18'-0"Variable18'-0"

Elev 4665.0'

Placed riprap, method B, class 4 geotextile, class 1, type C

Separation-stabilization

'-0

Elev 4674.0' to Place riprap, method B, class 4

1. Placement of conserved streambed material is incidental

NOTES:

m in

1V:4H max. 1V:20H

Flow

Existing road

Proposed roadLC

LC

LC

Placed riprap, method B, class 4

Existing channel edge

LC

New channel endpoint

LC

endpoint

New channel

Elev 4564.5

494+94.0

Proposed channel

N

10 20010

SCALE IN FEET

B

B

Erosion control pad, 6' x 8' x 1'

Placed riprap, method A, class 1, See S. Sheets

Proposed bridge

F.10

STATE PROJECT

NUMBER

SHEET

In t_ ft p w

-w o rk \d

\B u ll

R u n

C re e k

N o -4 ft

W W

R ip ra p

F L

O

In t_ ft

D .d g n

OR FLAP GRANT 24(2)

:1

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

RIPRAP PLAN

BULL RUN CREEK CROSSING #4

10' radius existing 120" x 84" CMP

Removal of pipe culvert, '-0

'-0

8' -0

0"

0"

8' -0

0"

0"

A

A

8' -0

0"

8' -0

0"

'25

.9

87'

72' locate as directed by CO

Channel wood structure, locate as directed by CO

Channel wood structure, 52'

20' bottom edge

Proposed channel bottom edge

Proposed channel

156°

155°

'-0

'-0

(ty p

'-0

'-0

(ty p locate as directed by CO diversion, Temporary flow locate as directed by CO

Temporary flow diversion, Construction limits

Proposed edge of pavement

Existing edge of pavement

ELEVATION

Existing ground

Elev. = 4578.84

Sta. = 494+42.92

Begin Bridge

F.11

STATE PROJECT

NUMBER

SHEET

In t_ ft p w

-w o rk \d

\B u ll

R u n

C re e k

N o -4 ft

W W

R ip ra p

F L

O

In t_ ft

D .d g n

OR FLAP GRANT 24(2)

:1

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

RIPRAP ELEVATIONS

BULL RUN CREEK CROSSING #4

SECTION B-B

Elev 4572.5'

8'-0" 18'-0"

Elev 4563.5'

'-0

Excavation limit

Final road grade material streambed

Conserved

4'-0"

4,580

4,585

4,575

4,570

4,565

4,560 elev 4564.5' channel bottom, Proposed stream

26'-0"

Elev 4569.2'OHW

100-year W.S. Elev 4570.5' existing 120" x 84" CMP

Removal of pipe culvert, Elev 4572.5'

Elev 4563.5' method B, class 4

Placed riprap, geotextile, class 1, type C

Separation-stabilization

Elev 4563.5'

Excavation limit

See Note 1

Conserved streambed material

Low chord 4573.56' -1.00

Elev. = 4577.79

Sta. = 495+44.92

End Bridge

Proposed road grade

Elev 4572.5'

24 randomly placed as directed by CO

36 to 40" dia., Mitigation, fish passage boulders, ' m in

Elev 4572.5'

8'-0"18'-0"

Elev 4563.5'

Excavation limit

Bridge abutment material streambed

Conserved

SECTION A-A

geotextile, class 1, type C

Separation-stabilization method B, class 4

Placed riprap, to Place riprap, method B, class 4

1. Placement of conserved streambed material is incidental

NOTES:PRELIMINARY - N

SECTION A-A

Flow sediment

Streambed

D2

SECTION B-B

PLAN

LC

F lo w

Culvert wall

A A

B

B

NOTE:

FOOTNOTE:

Streambed cobble

D

(typ.)

(typ.)

Streambed sediment

36" min.

3.

2.

1.

LOCATION

(ft)

D

(ft)

W

INFILL INFORMATIONAL QUANTITIES

(cuyd)

COBBLE

STREAMBED

(cuyd)

SEDIMENT

STREAMBED

Culvert outlet

Culvert inlet

8 58

W

(cuyd)

STONE

BANK

CULVERT INTERIOR TREATMENT

SIMULATED STREAM

Streambed sediment

Streambed cobble

Channel flowline

Pipe arch culvert wall

Box culvert wall

13 36 boulder

Fish passage boulder

Fish passage

(in +/- 4)

BOULDER DIAMETER

FISH PASSAGE

Stagger in-channel fish passage boulder within the culvert span.

streambed sediment, streambed cobble, and bank stone gradations.

See special contract requirements Section 703 for

Mix streambed cobbles evenly throughout streambed sediment.

[3]Fish passage boulder

[2]Bank stone

[2]Bank stone

[1]

[5] d e p th b u r ia l b u r ia l d e p th

Round pipe culvert wall

(each)

BOULDER

FP

top

Streambed

55Boundary Creek

15 10 30 90 36 16

22 15 Class E 40 36 94 13

Bull Run Creek No. 1

Bull Run Creek No. 2

Class E

Class E

F.12

STATE PROJECT

NUMBER

SHEET

OR FLAP GRANT 24(2)

/1

/2

G r a n it e H il l_

R o a d A

O P

S tr e a m

C u lv

I n te r io r T r e a t_

B a n k B o u ld e r S to n e s .d g n

U

S I n t2

D

X /X

X X h e c k e d b y

X /X

X s ig n e d b y

S v e n L e o n

GRADATION

COBBLE

STREAMBED

Material.

Quantities included in Item 64704-1000 Mitigation, Streambed[5]

18-inches or as specified on plan sheet.[4] dimension.

smallest4 3 Embed fish passage boulders within active channel [3] stone, and streambed sediment.

Construct well defined banks with fish…