Plans_Fall_Creek.pdf

T. LONERGAN

PROJECT MANAGER

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

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d o f0 a a .d g n

OR PFH 46(13) A.1

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

CRATER

LAKE N.P.

MALHEUR

NATIONAL

WILDLIFE

REFUGE

HART MT.

NATIONAL

ANTELOPE

RANGE

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

287287

287287

89 89

NEVADA

N

SCALE IN MILES

10 5 0 10 20 30

20 26

PROJECT LOCATION

C h e c k e d b y

D e s ig n e d b y

K

P a r k e r

S J a c k s o n

J. PERMANENT TRAFFIC CONTROL

I. TEMPORARY TRAFFIC CONTROL

H. SAFETY FEATURES

G. DRAINAGE

F. STRUCTURES

E. EROSION CONTROL

D. PLAN AND PROFILE

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

SOURCE INDEX

REVIEW

95% / FINAL

A

M

F e b r u a r y

LANE

COUNTY

LINN COUNTY

JEFFERSON COUNTY

CROOK

COUNTY

MT. WASHINGTON

THREE

FINGERED

JACK

NORTH

SISTERMIDDLE

SISTER

SOUTH

SISTER

SPARKS

LAKE

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

OR PFH 46(13)

FALL CREEK BRIDGE REPLACEMENT

OREGON

DESCHUTES COUNTY

DESCHUTES NATIONAL FOREST

base, minor drainage

Bridge replacement, grading, pavement, LENGTH 0.228 MILES

BEND

SANTIAM

LAKE

PRINEVILLE

RESERVOIR

CRANE

PRAIRIE

RESERVOIR

DAVIS

LAKE

WICKIUP

RESERVOIR

WALDO

LAKE

HILLS

CREEK

LAKE

ODELL

LAKE

THREE

SISTERS

WILDERNESS

MT WASHINGTON

WILDERNESS

WILLAMETTE

NATIONAL

FOREST

DESCHUTES

NATIONAL

FOREST

DESCHUTES COUNTY

MOUNTAIN

LOOKOUT

PRINEVILLEREDMOND

SISTERS

HOME

SWEET

OAKRIDGE

0.060

50 MPH

1500 vpd

1000 vpd

850 vpd

567 vpd e (max)

V

SADT (2034)

SADT (2014)

ADT (2034)

ADT (2014)

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

See Sheet A.2 for full Index to Sheets

See Sheet A.4 for Vicinity Map

PRELIM

IN

ARY

Not for

C on str uc tio n

Leeann.Bush Rectangle

INDEX TO SHEETS

INDEX TO SHEETSINDEX TO SHEETS

E. EROSION CONTROL

D. PLAN AND PROFILE

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

E.4-5

E.2-3

E.1

D.6

D.5

D.2-4

D.1

C.3

C.2

C.1

B.1-3

A.4

A.3

A.2

A.1

J. PERMANENT TRAFFIC CONTROL

I. TEMPORARY TRAFFIC CONTROL

H. SAFETY FEATURES

G. DRAINAGE

F. STRUCTURES

STANDARD DRAWINGS AND DETAILS

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

SURVEY CONTROL

TURNOUT LAYOUT

PLAN-PROFILE

TABULATION OF PLAN QUANTITIES

SUBEXCAVATION DETAILS

TYPICAL SECTION

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

J.6

J.5

J.4

J.2-3

J.1

I.6

I.5

I.3-4

I.2

I.1

H.3

H.1-2

G.3-4

G.2

G.1

F.1-17

SNOWPOLE HOLDER AND CAP DETAIL

POST DETAILS

PERMANENT SIGN INSTALLATION WOOD

STANDARD DETAILS

PERMANENT TRAFFIC CONTROL PLAN

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

SIGN PANEL DETAIL

BRIDGE WORK ZONE CONTROL DETAIL

STANDARD DRAWINGS

ADVANCE SIGNING PLAN

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

STRUCTURE TRANSITION RAIL DETAILS

GUARDRAIL STANDARD DRAWINGS

FALL CREEK BRIDGE RIPRAP LAYOUT PLAN

PAVED WATERWAY DETAILS

TABULATION OF DRAINAGE QUANTITIES

BRIDGE PLANS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 a b .d g n

OR PFH 46(13)

P

M a r c h

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc tio n

SCALE IN MILES

N

BEGIN PROJECT

END PROJECT

VICINITY MAP

A.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 a d .d g n

OR PFH 46(13)

F e b r u a r y

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

10.50.5 0.25

W

ILD

ER

N E

S S

LAKE

DEVILS

K E

E

R C

A D

O S

K E

E

C

L L

A F

K E

E

C

O O

G

SPRINGS

SPRINGS

LAKE

BARE

B O

U N

D A

R Y

W

IL

D E R

N E S S

FOREST

NATIONAL

DESCHUTES

FOREST

NATIONAL

DESCHUTES

OR PFH 46(13)

808+15.00

OR PFH 46(13)

796+10.00

YRADNUOB

4 3 2

15 14 13 18

R

E

R

E

T17S

T18S

R

E

Bend

25 miles

Y A

W H

GI

H

S E

K A

L E

D A

C S

A C

HILL

DEVILS

BUTTE

TALAPUS

CAMPGROUND

SPRINGS

SPRINGS

Y A

W H

G I

H

AL

DACSAC

BIT

CINDER

BUTTE

KATSUK

LAKE

SPARKS

CAMPGROUND

PRELIM

IN

ARY

Not for

C on str uc

NO SCALE

ti mil g ni r a el C

2.

1.

SAFETY EDGE DETAIL

TYPICAL SECTION

C.2

STATE PROJECT

NUMBER

SHEET

OR PFH 46(13)

D A

T E

P

A T

H

S J a c k s o n

C h e c k e d b y

P a r k s ig n e d b y

796+10.00 to 800+85.51

801+71.51 to 808+15.00

S lo p e s ta k e l im it

FOOTNOTE:

NOTE:

ROUNDING DETAIL

CUT SLOPE

.2

D

C le a r in g l im it

Profile grade

2% Crown 2% Crown 1:4

1:4

1:4

LC

1 1

Travel lane Travel lane

Tack coat

MAINLINE TYPICAL SECTION

Place conserved topsoil, 4" depth

Turf establishment

First lift of asphalt

Second lift of asphalt

Aggregate base

30°

Turf establishment

Place conserved topsoil, 4" depth

5'

B=5'

11' 11'

Shldr.

3'

Shldr.

3'

6" compacted depth

Roadway Aggregate, Method 2

Red top hinge point

Red top edge of shoulder

Shoulder dressing

(aggregate base)

D

C le a r in g l im it

C le a r in g l im it directed by the CO.

Reduce slope rounding width to avoid removal of trees, as

See Sheet C.3 for subexcavation detail.

two equal lifts)

4" compacted depth (placed in

Asphalt Concrete Pavement, Type 1

S lo p e s ta k e l im it

Va rie s

.2

DD

1:

3 t o 1 :4

2'

P r o p o s e d e d g e o f s h o u ld e r

S e e T y p ic a l S e c ti o n

WIDENING DETAIL

TURNOUT AND GUARDRAIL

1:1.5

1:1.5

See Sheets H.1-3

Guardrail and post.

ROUNDING DETAIL

FILL SLOPE

pulverized material

Embankment construction, Embankment construction

0' to 10'

Varies

Turnout

Sheet D.5

See layout, per Subsection 204.09 (b).

Pulverize existing pavement and base material

See Fill Slope Rounding Detail.

See Cut Slope Rounding Detail.

See Safety Edge Detail.

Additional widening required for turnouts and guardrail.

proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than 5-feet, reduce "B" to the cut height

(see FAR 52.236-4).

Construct slopes as shown in the Staking Report curve data of the plan and profile sheets.

Superelevate curves at maximum rate "e" as indicated in the

PRELIM

IN

ARY

Not for

C on str uc

NO SCALE

FOOTNOTE:

Varies

SUBEXCAVATION LOCATIONS

Varies

SUBEXCAVATION LOCATIONS

801+72 to 805+50, LT

800+16 to 800+28, RT

799+50 to 800+28, LT

802+31 to 803+50, RT DETAILS

SUBEXCAVATION

C.3

STATE PROJECT

NUMBER

SHEET

OR PFH 46(13)

F e b r u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d o f0 c c .d g n

S J a c k s o n

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

Subexcavate to competent material as directed by the CO.

W

Existing roadway grade

Typical section, see Sheet C.2

Existing toe of slope

Limit of subexcavation class 2, type C, non-woven

Separation-stabilization geotextile, (crushed aggregate)

Subexcavation backfill

(Select borrow)

Embankment construction

1-0" min.

W

Existing roadway grade

Typical section, see Sheet C.2

Existing toe of slope

Limit of subexcavation class 2, type C, non-woven

Separation-stabilization geotextile, (crushed aggregate)

Subexcavation backfill

(Select borrow)

Embankment construction by the CO Reset boulder as directed

1'-0" min. overlap m in m in conserve existing boulder Remove and

PRELIM

IN

ARY

Not for

C on str uc

N

GPS

CONNECTION DETAIL

See typical section, Sheet C.2

CUYD

EXC.

CUYD

EMB.

799+00798+00797+00796+00

D.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 fb .d g n

OR PFH 46(13)

F e b r u a r y

S J a c k s o n

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

P O

T

.0

P O

T

.0

,4

.9

,4

.0

+0.0251%

+0.7387%

200' VC

K = 280

BEGIN PROJECT

El= 5433.98

E= 3180776.0818

N= 375668.1636

Line to be constructed Slope stake limit

Proposed edge of pavement

Proposed edge of pavement Slope stake limit

NOTE:

been adjusted for shrink/swell.

do not include topsoil or subexcavation, and have not

1. Excavation and embankment volumes shown below

Profile grade

Existing ground

796+10.00

OR PFH 46(13)

Saw cut existing pavement

Top of

.0

Existing edge of pavement

Existing edge of pavement

DESCHUTES NATIONAL FOREST

DESCHUTES NATIONAL FOREST

PRELIM

IN

ARY

Not for

C on str uc

GPS

GPS

Spiral= C5B f

Ls= 128.00'

CUYD

EXC.

CUYD

EMB.

805+00804+00803+00802+00801+00800+00799+00

5426 5426

5428 5428

5430 5430

5432 5432

5434 5434

5436 5436

5438 5438

5440 5440

5442 5442

D.3

STATE PROJECT

NUMBER

SHEET

OR

PFH 46(13)

M a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 fc .d g n

S J a c k s o n

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

T S

.1

4 8

S C

.1

,4

.6

+0.7387%

200' VC

K = 191

SSD = 1129'

F A

L L

C R

E E

K

Remove existing guardrail (typ.)

Remove existing guardrail (typ.)

NOTE:

Line to be constructed

Profile grade

Existing ground

Proposed edge of pavement

Slope stake limit

Slope stake limit

Proposed edge of pavement

Existing bridge

See Section F

Approach slab.

See Section F

Approach slab.

Reset boulders

FOOTNOTE:

Exact location to be determined by the CO.

Location of boulders are approximately 802+31 to 803+50.

of pavement

Existing edge of pavement

Existing edge

Edge of paved shoulder

Edge of paved shoulder

Edge of paved shoulder

Proposed edge of pavement

Edge of paved shoulder

Proposed edge of pavement

See Sheet D.5 for details

Construct turnouts, See Sheet D.5 for details

Construct turnouts, See Section F for details and piers to be removed.

Existing bridge, abutments

See Section F for details

Proposed bridge.

existing boulders

Conserve

See Sheet C.3

Subexcavation, LT

See Sheet C.3

Subexcavation, RT

Subexcavation, LT

See Sheet C.3

See Section F

Bridge

See Sheet G.1

Curb, 6" height, RT

Install asphalt

DESCHUTES NATIONAL FOREST

DESCHUTES NATIONAL FOREST

clearing limit beyond easement.

2. Reduce slope rounding distance where such would put include topsoil, and have not been adjusted for shrink/swell.

1. Excavation and embankment volumes shown below do not

See Sheet H.2

Terminal Section Flared, LT and RT

LT and RT See Sheet H.3

Structure Transition Rail, See Sheet C.3 Subexcavation, RT

LT and RT See Sheet H.2

Terminal Section, Flared, LT and RT See Sheet H.3

Structure Transition Rail, Install paved waterway, Type 1

PRELIM

IN

ARY

Not for

C on str uc

CUYD

EXC.

CUYD

EMB.

808+80808+00807+00806+00805+00

Curve= C5

D

D

R= 833.00'

Ts= 329.06'

L= 384.79' e= 0.060

CONNECTION DETAIL

.0

GPS

D.4

STATE PROJECT

NUMBER

OR

PFH 46(13)

F e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 fd .d g n

S J a c k s o n

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

GPS

Spiral= C5A f

Ls= 128.00'

54305430

C S

.9

S T

.9

P O

C

.0

54405445

-0.3100%

,4

.6

+0.3013%

200' VC

K = 327

,4

.9

0.3053%

1.3867

Line to be constructed

Profile grade

Existing ground

Slope stake limit

Slope stake limit

Subexcavation LT

NOTE:

El=5437.96

E=3179825.629

N=376120.825

808+15.00

OR PFH 46(13)

END PROJECT

Saw cut

Top of existing pavement

Sheet C.2

See Typical Section, of pavement

Existing edge culvert to remain

Existing pipe of pavement

Proposed edge of pavement

Existing edge

5434.00

805+50

5435.04

806+25

5435.62

808+15

Special ditch profile

DESCHUTES NATIONAL FOREST

DESCHUTES NATIONAL FOREST

Proposed edge of pavement

2.

1.

beyond easement.

Reduce slope rounding distance where such would put clearing limit topsoil or subexcavation, and have not been adjusted for shrink/swell.

Excavation and embankment volumes shown below do not include

PRELIM

IN

ARY

Not for

C on str uc

TURNOUT LAYOUT

D.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 fe .d g n

OR PFH

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

Bridge deck

Bridge deck

.5

.5

.0

.0

.0

.0

.0

.0

.0

.0

.5

.5

A p p r o a h s la b

A p p r o a h s la b

Bridge rail

Bridge rail

Bridge rail

Bridge rail

PRELIM

IN

ARY

Not for

C on str uc

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1000 375860.011 3180255.846 5431.789 44°01'48.232841"N 121°44'18.753583"W N/A 0.99991686 GPS Point 1.

1001 375982.235 3179988.861 5433.120 44°01'49.425046"N 121°44'22.416534"W N/A 0.99991687 GPS Point

1002 375730.137 3180681.698 5432.310 44°01'46.973710"N 121°44'12.916004"W N/A 0.99991672 GPS Point

1004 376279.631 3179551.006 5429.400 44°01'52.337409"N 121°44'28.431233"W N/A 0.99991716 GPS Point

1005 376336.616 3179620.758 5436.360 44°01'52.903873"N 121°44'27.480986"W N/A 0.99991681 GPS Point

PROJECT :Fall Creek Bridge Replacement

DATE OF FIELD WORK :11/2013

DATE OF FINAL ADJUSTMENT : 11/2013

PROJECT UNITS : International Foot COORDINATE SYSTEM : Central Oregon Coordinate System

VERTICAL DATUM :NGVD29 determined through differntial leveling holding elevation of CP 1000

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

\O re go n\

Fa ll_

C re ek \G

PS

Fa llC re ek

_C on tr ol

S he et .x ls x]

Sh ee t 1-

D ec

-2

:1

D es ch ut es C ou nt y

D es ch ut es

C ou nt y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.6

SHEET

NUMBER

PFH 46(13)OR

SURVEY CONTROL

PRELIM

IN

ARY

Not for

C on str uc

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

PLAN AND ELEVATION

D e fa u lt m y fi le s p w p r o d u c ti o n d F P F

H P

E .D

G N

N

1" = 8'

Elev. 5436.71

Sta. 800+96.01

Begin bridge

Elev. 5437.19

Sta. 801+61.01

End bridge

Existing ground

Elev. 5434.04

Low chord

Top of curb

Sta. 801+71.51

Approach slab

Sta. 800+85.51

Approach slab

Sta. 800+96.01

Begin bridge Sta. 801+61.01

End bridge

(Typ.)

steel pipe piles

Concrete-filled voided slabs

AASHTO Type SIV-48

PLAN

ELEVATION

F a ll C r e e k

(Typ.)

Wingwall

200' VC

K = 280

,4

.0

+0.7387%

Bridge

,4

.6

PROFILE GRADE

Not to scale

+0.0251%

-0.3100%

Elev. 5431.3

OHW

Roadway

StructureCL

CL

F.1

CL

RG3009-A

A C

T U

A L F I L E F

P

F H

P

E .D

G N

Fix Exp.

Steel Railing

Oregon 3-Tube

Roadway

Proposed grade @ bottom

Proposed channel

R e m o v e e x is ti n g b r id g e

200' VC

K = 191

SSD = 1129'

14'-0"

0.7387%

65'-0"

Bridge length = 65'-0"

Notes:

AR

(Typ.)

Structure transition railing

M a r c h transition rail details.

See Sheet H.3 for structure 2.

See Sheet G.3 for riprap details.1.

(Typ.)

class 2, type C

Separation-stabilization geotextile,(Typ.)

method A, class 3

Placed riprap, NOT

FOR

CO

NST

RUCTI

ON

PRE

LIM

INARY

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

STATE PROJECT

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

AF B. Oltmann

OR

AF

DESCHUTES NATIONAL FOREST

FALL CREEK BRIDGE

OR PFH 46(13)

17 March 2016

PRELIM

IN

ARY

Not for

C on str uc

10.4 x 16 20701 -0800

25101 -0300

60801 -0100

60901 -2300

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

S

EP

A R A

TI

O N

-S

TA

B

IL

IZ

A

TI

O

G

EO

TE

X

TI

LE

C

LA

S S

TY

PE

C

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

C H

A N

EL

PR

O

TE

C

TI

O N

PA

V

ED

W A

TE

R W

A Y, T

YP

E

C U

R B

A S

PH

A

LT

6-

IN

C H

D

EP

TH

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD SQYD CUYD SQYD LNFT Lt Rt 800+28 --- 2 61 53

800+30 to 800+86 --- --- 59

800+80 to 801+74 --- --- 300 225

PROJECT TOTAL 2 361 225 53 59

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

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

D ra in ag e.

xl sx ]S he et

-M ar -2

2:

P M

K Pa rk er

/2

S

Ja ck so n

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

PFH 46(13)OR

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

PRELIM

IN

ARY

Not for

C on str uc

SECTION A-A

A

DETAILS

PAVED WATERWAY TYPE 1

801+09, RT

PAVED WATERWAY TYPE 1

G.2

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d o f0 e i.

d g n

OR OR PFH 46(13)

M a r c h

J a c k s o

P a r k

C h e c k e d b y

D e s ig n e d b y

NO SCALE

ELEVATION

2'-6"2'-6"

Grouted riprap, class 2

3'-4"

3'-4" Paved apron

See typical section

Fill slope

'-6

'-4

Paved apron

Pr op os ed r oa dw ay

Curb, type 3 (asphalt)

Guardrail,terminal section paved shoulder edge of

Proposed

Grouted riprap, class 2

LC

LC

Toe of slope

Earthwork geotextile, type IV-A class 2 type C, non-woven

Separation-stabilization geotextile, o f p a v e d s h o u ld e r

P r o p o s e d e d g e

1:1.5 of gravel shoulder

Proposed edge

PRELIM

IN

ARY

Not for

C on str uc

SCALE IN FEET

20 30

A A

B B width 36'

SHEET 1 of 2

RIPRAP LAYOUT PLAN

FALL CREEK BRIDGE

05 1010

G.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 e f.

d g n

OR PFH 46(13)

M a r c h

S J a c k s o n

J

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

F lo w

F lo w

END BRIDGEBEGIN BRIDGE 3

25' R (typ.)

LC

LC

NOTE:

2.

1.

See Sheet G.4 for Section Views.

Details.

See Section E for Temporary Erosion Control and Channel Diversion F a ll C re e k proposed channel

Bottom edge of

27'-3"27'-3"

New bridge

'-1

" (ty p

Channel Bottom El. = 5429.22

N 375871.42, E 3180300.90

801+28.51

Toe hinge line hinge lineCrest

Channel bottom

45°

65' Bridge length stream channel

Centerline proposed

Rdwy

Bridge

801+61.01800+96.01

Placed riprap, method A, class 3 (typ.)

PRELIM

IN

ARY

Not for

C on str uc

SECTION A-A

SECTION B-B

SHEET 2 of 2

RIPRAP LAYOUT PLAN

FALL CREEK BRIDGE

G.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o f0 e g .d g n

OR PFH 46(13)

F e b r u a r y

S J a c k s o n

J

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

El. 5426.35

Abutment 2 Abutment 1

50-yr WS

1 1

1.75

Toe hinge

El. 5426.351.75

Toe hinge

El. 5433.00

NOTE:

1.

NO SCALE

Elev. 5429.22 ft, Slope 0.5%

801+28.51, centerline roadway

New channel bottom @ at road centerline

Finish grade boulders bed material and

Conserved stream

Crest hinge at road centerline

Finish grade

4'

LC

bouldersbed material and

Conserved stream

Grade new channel bottom in a natural appearing parabolic shape.

Placed riprap, method A, class 3

Separation- stabilization geotextile, class 2, type C

Separation- stabilization geotextile, class 2, type C Placed riprap, method A, class 3 (typ.)

4'

36' Channel bottom

PRELIM

IN

ARY

Not for

C on str uc

PLAN

ELEVATION

NOTE:

Scale: 1" = 1'-0"

Scale: 1" = 1'-0"

1.

FOOTNOTE:

See Sheet H.1 for post installation.

All washers shall be ASTM F436 (Type III).

All nuts shall be ASTM A563 (Grade DH3 - Weathering Steel).

All H.S. bolts to conform to ASTM A325 (Type III), grade 36.

conform to AASHTO M-180 (Type IV - Weathering Steel).

All guardrail and guardrail connection hardware to

2.

See Railing Details-2, Sheet F.13, for connection to bridge rail.

RAIL DETAILS

STRUCTURAL TRANSITION

H.3

STATE PROJECT

NUMBER

SHEET

U

S S u r

D c m y fi le s p w p r o d u c ti o n d o f0 r c .d g n

OR PFH 46(13)

J a n u a r y

S J a c k s o n

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

6" "2 holes

Ctr. of

Bridge

End Terminal

"4 31'- "4

3" = 7'-94 35 spaces @ 1'-6 "2

1" = 9'-42 13 spaces # 3'-1

8" x 8" Timber blocks (typ.)

2-0.105" thick elements

Thrie beam, rail, double thickness, 2-0.105" thick elements

Thrie beam, rail, double thickness, Lap rail elements in direction of traffic

8" x 8" Timber post (typ.)

8" x 8" x 22" Timber blockout (typ.)

2'-6"

Approach slab

Structure transition rail pay limit = 20'-9"

1/

1/

2'-6"

10'-6"

PRELIM

IN

ARY

Not for

C on str uc