CA ERFO KLAMATH NF Upper West Branch Bridge_Plans.pdf

Know what'sbelow.

before you dig.Call

R www.call811.com

R

D E P

A T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

Eureka

SAN

FRANCISCO

LOS

ANGELES

San

Diego

Sacramento

OREGON

N E V A D

A

ARIZONA

MEXICO

Redding

KEY MAP OF CALIFORNIA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Bridge

Branch Creek

Upper West

(FS Bridge #R-1700)

Creek Bridge

Upper West Branch

0 1000' 2000'

Scale in Feet

NF-18N27

/ Indian Creek

West Branch

Indian Creek

Mill Creek

NF-18N24

NF-18N62

Greens Crk.

Greens Crk.

Indian Creek Rd.

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SISKIYOU COUNTY

KLAMATH NATIONAL FOREST

CREEK BRIDGE

UPPER WEST BRANCH

CA ERFO KLAMATH NF 18N31(1)

PLANS FOR PROPOSED

PROJECT MANAGER LEAD DESIGNER

NOT FOR CONSTRUCTION

date

PRELIMINARY 95%

DENVER, CO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

U.S. FOREST SERVICE

TRANSPORTATION / STRUCTURE

STAFF ENGINEER

DATE:

PROJECTS, FP-14"

BRIDGES ON FEDERAL HIGHWAY

CONSTRUCTION OF ROADS AND

"STANDARD SPECIFICATIONS FOR

SPECIFICATIONS:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Emergency Relief for Federally Owned (ERFO) bridges

TYPE OF CONSTRUCTION:

KARL EIKERMANNMICHAEL DAIGLER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

DATE:

APPROVED:

N F

N

Grayback Rd.

N F -1

N

T o H a p p y C a m p

PROJECT LENGTH XX.XX miles

ROADWAY LENGTH XX.XX miles

BRIDGE LENGTH 0.017 miles (90 ft)

UPPER WEST BRANCH CREEK BRIDGE

U.S. FOREST SERVICE

REGIONAL ENGINEER

DATE:

:1

P

M

S e p te m b e r

F

S

N

C A

\e rf o n

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

T L

U

S .d g n

STATE PROJECT

NUMBER

SHEET

CA

CA ERFO KLAMATH NF 18N31(1)

UPPER WEST BRANCH CREEK BRIDGE

0+00

5+00

S '1

W

S26°13'51"W

S11°26'24"W

S '2

E

0+00

0 4+00

5+00

18IN DIA

18IN DIA

BTM FRONT ABUT

J H

43IN DIA

40IN DIA

18IN DIA18IN DIA

24IN DIA

14IN DIA

C P

2004FHWA-AC

4FT DIA

BEAM SEAT

4FT DIA

21IN DIA

2FT DIA

BEAM SEAT

2FT DIA

4FT DIA

I N C

M P

3.5FT DIA

2.5FT DIA

3.5FT DIA

20IN DIA

50IN DIA

TOP N. ABUT

5X4

D I R O

N L Y

45IN DIA

4006NAIL

C P

2003FHWA-AC

100'50'0

Scale in Feet

STA. 0+00 TO 5+50

ROADWAY PLAN AND PROFILE

UPPER WEST BRANCH CREEK BRIDGE

Station 0+00

Begin Project/Reconstruction

RAIL ON ALL FOUR SIDE APPROACHING THE BRIDGE.

MGS END TERMINALS (TYPE TANGENT), AND TRANSITION

1. FINAL PLAN SHEETS ARE TO INCLUDE MGS W-BEAM GUARDRAIL,

NOTES:

Forest Route 18N31�F lo w

West Branch / Indian Creek�

Sta. 2+38.00 Begin Bridge

Sta. 3+28.00 End Bridge

End 8' LT Pave Edge Sta. 2+38

Begin 6' RT Pave Edge Sta. 0+00

Begin 6' to 8' RT Transition Sta. 0+53.5

Existing ground @ � Rdwy

Tie-in Elev. = 2,183.89' Station 0+00 Begin Project/Reconstruction

PREL

IM

IN

ARY

NOT

FOR

CONSTRUCTI

ON

Elev. = 2,175.25' Sta. 2+38.00 Begin 90' Bridge

Elev. = 2,177.05' Sta. 3+28.00 End 90' Bridge

End 8' RT Pave Edge Sta. 2+38

Begin 8' LT Pave Edge Sta. 3+28

PREL

IM

IN

ARY

NOT

FOR

CONSTRUCTI

Begin 8' RT Pave Edge Sta. 3+28Begin 8' RT Pave Edge

End 6' to 8' RT Transition Sta. 1+25.5

End 8' LT Pave Edge Sta. 5+50

End 8' RT Pave Edge Sta. 5+50

Station 5+50 End Project/Reconstruction

Tie-in Elev. = 2,180.18' Station 5+50 End Project/Reconstruction

0+00 1+00 2+00 3+00 4+00 5+00

2,150 2,150

2,160 2,160

2,170 2,170

2,180 2,180

2,190 2,190

-11.000%

+2.000%

+7.5 00%

-5.333%

.8

.5

.7

.9

' VC38

6.91K =

'215.25SSD =

' VC92

7.37K =

'132.46SSD =

' VC125

7K =

' VC90

17K =

,1

.8

,1

.1

:2

P

M

O c to b e r

A L

IG

N N

P la n

S h e e t]

N C

A \e rf o n (1

R o a d w a y \C

A D

D D e s ig n \R o a d w a y S h e e ts

U p p e r_

W e s t_

B ra n c h .d g n

STATE PROJECT

NUMBER

SHEET

CA

CA ERFO KLAMATH NF 18N31(1)

Plan 1

UPPER WEST BRANCH CREEK BRIDGE

Curve = C2

PI 2+00.35

D

R = 120.00’

T = 15.58’

L = 30.98’

Curve = C3

PI 3+92.84

D

R = 60.00’

T = 59.46’

L = 93.70’

P C

.3

N

K. EIKERMANN

B. ROBINSON

1" = 10’-0" A

BRIDGE PLAN & ELEVATION

Elevations are at profile grade @ C Rdwy.

No Scale

PROFILE GRADE DIAGRAM

L

Drawing No. Description

BRIDGE DRAWING INDEX

BRIDGE PLAN & ELEVATIONRG3235-A

RG3235-B

RG3235-C

RG3235-F

RG3235-I

RG3235-D

RG3235-G TYPICAL SECTION

RG3235-E

GENERAL NOTES & ESTIMATE

RG3235-H

LC Rdwy.

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

Velocity is maximum through bridge opening.

Water surface elevations are measured at upstream bridge face.

Note: Hydraulic data pending final analysis.

PLAN

ELEVATION

Q WS El. = 2168.8

EXP

W e s t

B r a n c h I n d ia n C r e e k

Bridge Length = 90’-0"

Grade = +2.00%

ABUT. 1

ABUT. 2

D. MICNHIMER

top of asphalt pavement.

Note: Deck elevations shown are at

K. EIKERMANN

EXP

chord El. 2171.8

Approximate Low

(typ.).

concrete abutment portion of existing

Remove top 5’-0"

L@ C Rdwy.

Approx. existing ground wall to remain in place.

Existing MSE/gabion superstructure

Remove existing bridge

13.7

13.9

11.5

14.4

2162.8

2167.6

2168.8

2169.5

8’ -0 w in g (t yp

WINGWALL A

WINGWALL B

WINGWALL C

WINGWALL DBridge Railing Post spa. (typ. both sides)

13 spa. @ 6’-3" = 81’-3""2 14’-4 "2

14’-4

(typ.)

(typ.)

1 3

El. 2175.25

Sta. 2+41.00

Begin Bridge

El. 2175.25

El. 2175.25 w/ asphalt overlay concrete box girder

Precast prestressed

El. 2177.05

Sta. 3+31.00

End Bridge

El. 2177.05

El. 2177.05

(typ. @ all 4 corners) Structure Transition Railing railing (ODOT BR226)

Steel side mounted bridge wall to remain in place.

Existing MSE/gabion

2153.0 (abut. 1)

2146.8 (abut. 1)

2146.3 (abut. 2)

S1

2152.4 (abut. 2) investigations. Drilled shafts assumed.

upon completion of geotechnical Final foundation to be determined remain in place (typ.).

concrete abutment to

Remainder of existing

PRE

LIM

INARY

NOT

FOR

CO

NST

RUCTI

SHEET

NO.

PROJECTSTATE

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

N

C A \e r f o n 1( 1) \B r id g e \R

G \C

A il e s \D

G N

F il e s \r g p e .d g n

RG3235-

CA

KARL EIKERMANN

U.S. DEPARTMENT OF TRANSPORTATION

of

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

WEST BRANCH INDIAN CREEK BRIDGE

BRANCH BRIDGE

18N31(1) UPPER WEST

CA ERFO KLAMATH NF

JULY 2021

FS DRAWING R-1700

BEAM SEAT

18IN DIA

18IN DIA

18IN DIA

20IN DIA

BEAM SEAT

BTM FRONT ABUT

TOP N. ABUT

C Rdwy.L

0% ty p

Box Girder A

Box Girder B

Box Girder C

Box Girder D

L

Tie Rod Spa.

C Diaphragm & tie rod.

See RG3235-x for details.

C Tie rod. See RG3235-x for details.

L

DECK PLAN

" = 1’-0"4

TYPICAL SECTION

TYPICAL SECTION & DECK PLAN

details.

See RG3235-x for shear key

Longitudinal shear key (typ.).

16’-0"

Sta. 3+31.00

End Bridge

Sta. 2+41.00

Begin Bridge

L

UNLESS NOTED

" = 1’-0"2

L

S12

8’-0"8’-0" membrane.

surface on waterproofing

2" asphalt wearing membrane.

on waterproofing

Hot asphalt pavement

SECTION A-A

ends of p/s girders (typ.).

Apply dampproofing to all girders @ both ends) sleeve with capped top. (typ.

A

2’-0" 21’-6"

90’-0"

21’-6" 21’-6" 21’-6"

A

2’-0"

C Rdwy.

p/s box girder.

Bridge & end

Begin or End

K. EIKERMANN K. EIKERMANN

C Brg. & dowel (typ.)L joint filler.

flexible cellular bearing pad w/

3/4" elastomeric

2’-0" into abut. seat.

#10A dowel. Embed side dam.

galvanized guard angle

" 4 1Gutterline & L2"x2"x side dam.

galvanized guard angle

" 4 1Gutterline & L2"x2"x

(typ.).

guard angle side dam

" galvanized 4 1L2"x2"x details.

(typ.). See RG3235-x for bridge railing (ODOT BR206)

Steel side mounted

D. MICNHIMER C3 3

S3

4 prestressed box girders @ 4’-0" = 16’-0"

PRE

LIM

INARY

NOT

FOR

CO

NST

RUCTI

SHEET

NO.

PROJECTSTATE

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

REVISIONS

N

C A \e r f o n 1( 1) \B r id g e \R

G \C

A il e s \D

G N

F il e s \r g ty p ic a l.

d g n

RG3235-

CA

KARL EIKERMANN

U.S. DEPARTMENT OF TRANSPORTATION

of

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

WEST BRANCH INDIAN CREEK BRIDGE

BRANCH BRIDGE

18N31(1) UPPER WEST

CA ERFO KLAMATH NF

JULY 2021

FS DRAWING R-1700