Full-Set_IVARS_05-August_2015.pdf

Island

Homebrew

Y U

K O

N

R I V E R

Squirrel

R iver

Sucker

Laura Lake

Lake

Emile lake

Sixmile

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

e (max)

V

ADT (YR+20)

ADT (YEAR)

0.025

15 MPH

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, INDEX TO SHEETS

T. LONERGAN

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

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

AK IRR FORT 1002(1)

IVARS ROAD BRIDGE REPLACEMENT

SCALE IN MILES

0 1 21

ALASKA

YUKON FLATS NATIONAL WILDLIFE REFUGE

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

Bridge replacement and road approaches N

CEAN

OCITCRA

i r e B n g ea S

PACIFIC OCEAN

Gulf of A la k a s

Dillingham

Bethel ANCHORAGE

Homer

King Salmon

Kodiak

Valdez

Tok YUKON

WHITEHORSE

JUNEAU

Unalaska

Kotzebue

Nome

FAIRBANKS

Barrow

S

IB

E R

IA

C A

N A

D A

U N I T

E D S

T A

T E S

BC

PARK

NATIONAL

DENALI

NAT'L PARK

ST. ELIAS

WRANGELL-

NAT'L PARK

LAKE CLARK

N.P.

FJORDS

KENAI

NAT'L PARK

THE ARCTIC

GATES OF

N.P.

VALLEY

KOBUK

PRESERVE

KATMAI N.P.

NAT'L PARK

GLACIER BAY

ALASKA KEY MAP

k u

Y o n

R

UNI

TE

D

STATE

S

RUSS

IA

YUKON

FORT

PROJECT LOCATION

Yukon

Fort

Airport

Municipal

Fort Yukon

Yllota

S lo u g h

Island

Toussaint

LENGTH 0.109 MILES

H. TEMPORARY TRAFFIC CONTROL PLAN

G. BRIDGE PLANS

F. RIPRAP DETAILS

E. EROSION CONTROL

D. PLAN-PROFILE

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

50% REVIEW

H.2

H.1

G.4-7

G.3

G.2

G.1

F.2

F.1

E.3

E.2

E.1

D.2

D.1

C.1

B.1

A.3

A.2

A.1

A.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a k t-fo r t1 a a .d g n

AK IRR FORT 1002(1

P

M

A u g u s t

C h e c k e d b y

D e s ig n e d b y

PLAN

TEMPORARY TRAFFIC CONTROL ROAD CLOSURE

DEVICES

TABULATION OF TEMPORARY TRAFFIC CONTROL

GRS-IBS DETAILS

GRS-IBS PLAN AND ELEVATION

TS&L BRIDGE SHEET

TABULATION OF BRIDGE QUANTITIES

IVARS BRIDGE RIPRAP DETAILS

TABULATION OF BRIDGE RIPRAP QUANTITIES

STD. DRWG. 157-1, SILT FENCE

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL SECTION

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

PRELIM

IN

ARY

Not for

C on str uc tio n

Leeann.Bush Rectangle

River

Sucker

Laura Lake

SCALE IN MILES

0 1

N

VICINITY MAP

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k t-fo r t1 a c .d g n

AK IRR FORT 1002(1)

J u n e

C h e c k e d b y

D e s ig n e d b y

To F ort

Yuk on

4.5 mile s

PROJECT LOCATION

BRIDGE REPLACEMENT

IVARS ROAD

Project location (66°35'N, 145°06'W)1.

NOTE:

PRELIM

IN

ARY

Not for

C on str uc tio n

CL_SG

TYPICAL SECTION

4:1 4:1

LC

py t( 2:

).p yt(

3:1 ).pyt( 4:1

18'-0"

TYPICAL SECTION

103+50.93 to 109+28

NO SCALE

10" Roadway aggregate, method 2

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k t-fo r t1 c a .d g n

AK IRR FORT 1002(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

5'

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

C le a r in g l im it s

5'

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

C le a r in g l im it s tne mh sil bat se fru

T tne mh sil ba ts e f ru T

PRELIM

IN

ARY

Not for

C on str uc

CUYD

EXC.

CUYD

EMB.

111+00109+00108+00106+00105+00103+00102+00

965 965

104+00 107+00 110+00

Curve= PRO_MAIN_3

D

R= 110.00'

T= 49.80'

Curve= PRO_MAIN_6

D

R= 90.00'

T= 22.52'

1020 1020

Profile grade

Existing ground

Line to be constructed

Slope stake limits

Slope stake limits

Clearing limits

Clearing limits

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k t-fo r t1 fb .d g n

AK IRR FORT 1002(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

BEGIN PROJECT

103+50.93

REPLACEMENT

IVARS ROAD BRIDGE

109+28.00

REPLACEMENT

IVARS ROAD BRIDGE

END PROJECT

El=1000.54

E=20339.505

N=10083.952

El=996.46

E=20875.242

N=9985.017 e= 0.025

L= 93.53' e= 0.025

L= 44.14' upon completion of bridge

Culverts to be removed

NAME NORTHING EASTING ELEVATION

13106

13105

13104

13103

13102

CONTROL POINTS

9991.389

9975.122

9975.814

10118.846

10068.296

20952.564

20844.973

20739.831

20475.072

20273.922

996.340

995.810

994.632

996.335

1000.083

P T

.9

P C

.1

P T

.6

P T

.5

P C

.4

-0.8850%

,0

.2

50' VC

K = 12

+3.2031

,0

.0

45' VC

K = 11

-0.7751%

K = 7

30' VC

,0

.2

-4.9948%

K = 10

56' VC

+0.5325%

.3

C

C

M P

C

C

C

C

M P

C

C

M P

C

M P

C M

P C

C

C

C

C M

P C

C

C

C

C

C

C

C

C

CP

13102

CP

13103

CP

13104

CP

13105

CP

13106

PRELIM

IN

ARY

Not for

C on str uc

EROSION CONTROL

SCALE IN FEET

0 50 10050

Install silt fence

104+20 to 105+90

Install silt fence

107+40 to 109+20

E.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k t-fo r t1 d b .d g n

AK IRR FORT 1002(1)

u g u s t

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

N

150'-0" Bridge length

134'-0" Waterway opening

Q Vel.

500Q

100Q

50Q

2Q

SLOPE PROTECTION

WS ELEV.

SCALE IN FEET

4020010

SLOPE: 2(h):1(v)

TYPE: Riprap

F lo w

REMARKS:

BOTTOM EL.: 981.0 ft.

X

X

X

X

X

X

X

X

X

X

X

X CLASS: 5 (FP-14)

TOTAL SCOUR EL: 981.0 ft

105+50 106+00 106+50 107+00 107+50 108+00

38'-0" (typ.)

ty p

TOP EL.: 1000.0 ft DEPTH: 4 ft. Min

RIPRAP DETAIL

IVARS BRIDGE

1 1

AA

roadway centerline

Proposed

Placed riprap, class 5

BEGIN BRIDGE

Elev. 1004.59

Sta. 105+92.81 to be removed

Existing bridge, culverts (24)

Elev. 1003.41

Sta. 107+45.14

END BRIDGE

Placed riprap, class 5 at road centerline

Existing grade at road centerline

Finish grade centerline

El. = 985.0 @ road

Proposed channel bottom

El. = 998.0

Min. low chord

Streambed width =94'-0"

Spill through abutment lass 1, type Cgeotextile, c

Stabilization and separation to be removed culverts (24)

Existing

LC

OHW

Design flood WS

El. = 995.0

Placed riprap, class 5

Elev. 981.0

PROFILE

SECTION A-A

F.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k t-fo r t1 fa .d g n

AK IRR FORT 1002(1)

J u ly

C

S o u r e k

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

G.2

STATE PROJECT

NUMBER

SHEET

AK IRR FORT 1002(1)

LIVE LOAD SPECIAL LOADS

SUPERSTRUCTURE

OVERLOAD

TYPICAL BRIDGE SECTION

SIDEWALKS

RAIL

EPOXY REINFORCEMENT

CONCRETE F'C

D A

T E

T

IM

E

REMARKS

TRANSITION

DRAINS UTILITIES

E S I G

N D

A T

A

BRIDGE NAME

ROUTE NAME AND NUMBER

STATE

ACCOUNT NO.

PREPARED BY

SCALE: DATE:

FOREST/PARK/OTHER

STREAM NAME

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PRELIMINARY LAYOUT

COUNTY

ELEVATION

G E

O M

E T

R I C

S H

Y D

R A

U L I C

S

S C

O U

R

HYDRAULICS REPORT NO.

MATERIALS REPORT NO.

SCOUR

REMARKS

SLOPE PROTECTION

TOP EL.:

TYPE:

Q

100Q

50Q

2Q

Q Vm WS EL.

REMARKS

CLASS:

BOTTOM EL.:

SLOPE:

DEPTH:

RECEIVED

RECEIVED

PROFILE GRADE DIAGRAM

D G

N

WESTERN FEDERAL LANDS HIGHWAY DIVISION

AK

A. FISHER

N/A

1"=15'

-0.7751%

JULY 2015

HL-93

IVARS BRIDGE SUCKER RIVER

Weathering Steel Plate Girder on Geosynthetic Reinforced Soil (GRS) Abutments

SCALE: 1"=30'

$1,650,000ESTIMATED STRUCTURE COST

S 63° 01' 10" E

31" W-Beam Railing

Minimum 12' travel lane with two 2' shoulders; girders spliced into 3 sections

Elev. 1004.59

Sta. 105+92.81

BEGIN BRIDGE

Elev. 1003.41

Sta. 107+45.14

END BRIDGE

15'-0" m in

Roadway

Structure

LC

LC

Concrete backwall

Edge of existing culvert

S u c k e r

R iv e r

N

150'-0"

8'-0" superstructure

5'-4" Depth of OHW

OHW

surface elev. 991.0

Mean water flood elev. 995.0

Max. estimated Existing ground @

GRS Foundation elev. 998.15

Low chord

LC

Proposed ground line

Bridge

30' VC

K=7

,0

.2

-4.9948%

,0

.0

K=11

45' VC

3.2031 % -0.7751% boards

Timber runningTimber deck

19'-0"

"16 118'-2 "16

118'-2

"2

Plate girder (typ.)

Structure LC elev. 978.5

Bottom of Footing

PRELIM

IN

ARY

Not for

C on str uc

SCALE IN FEET

0 50 10050

H.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k t-fo r t1 n b .d g n

AK IRR FORT 1002(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

PLAN

ROAD CLOSURE

TRAFFIC CONTROL

TEMPORARY

type A warning lights, 2 each

Type 3 barricade with type A warning lights, 2 each

Type 3 barricade with

PRELIM

IN

ARY

Not for

C on str uc