9830-012P - EAST FORK TOKLAT RIVER BRIDGE - PLANS.pdf

INDEX TO SHEETS

AK A.1

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Project Location

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

Standard Specifications for Construction

PROJECT MANAGER

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

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

d e a a .d g n

U

S S u r

D

R J o h n s o n

C h e c k e d b y

S m it

D e s ig n e d b y e (max)

V

ADT (2033)

ADT (2013)

B. CHON

9 10

KENAI

FJORDS

N.P.

LAKE CLARK

NAT’L PARK

WRANGELL-

ST. ELIAS

NAT’L PARK

DENALI

NATIONAL

PARK

ALASKA KEY MAP

SOUTH CENTRAL

C A

N A

D A

U N I T

E

S T

A T

E S

Junction

Delta

FAIRBANKS

Tok

Glennallen

Valdez

Cordova

Whittier

ANCHORAGE

Palmer

Kenai

Homer

Seward

Hot Springs

Manley Hot Springs

Circle

N

DENALI

NATIONAL

PARK

DENALI

NATIONAL

PARK

HEALY

KANTISHNA

R.15 W.R.16 W.R.17 W.R.18 W.

T .1

S

T .1

S

E A S

T F

O R

K T O

K L A T

RIVER

DENALI PARK

R O

A D

F a ir b a n k s m i.

A n c h o ra g e m i.

10 5 0 10 20

SCALE IN MILES

DENALI NATIONAL PARK AND PRESERVE

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PRA-DENA 10(29)

PROJECT LOCATION

(See Vicinity Map for details)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

NPS PMIS NO. 164259A

AK PRA DENA 10(29)

T O

K L A T R

IV

E R

0.060

35 MPH

<200

<150

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

ROAD BRIDGE REPAIRS

EAST FORK TOKLAT RIVER

Bridge and abutment rehabilitation and

TEMPORARY TRAFFIC CONTROL

D. EROSION CONTROL

C. BRIDGE DETAILS

B. SUMMARIES

A. GENERAL INFORMATION

E.1

D.2

D.1

C.9

C.8

C.7

C.6

C.5

C.4

C.3

C.2

C.1

B.1

A.3

A.2

A.1

CONTROL ADVANCE SIGNING

STD. DRWG. 635-1, TEMPORARY TRAFFIC

SILT FENCE DETAILS

OF QUANTITIES

EROSION CONTROL PLAN AND TABULATION

GABION FACED WALL DETAILS

GABION BASKET DETAILS

MISCELLANEOUS DETAILS

BEARING DETAILS

PIER RETROFIT DETAILS

PIER JACKING DETAILS

ABUTMENT RETROFIT DETAILS

GENERAL NOTES AND TYPICAL SECTIONS

PLAN AND ELEVATION

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

09/11/12

09/12/12

/s/ Brent Coe

/s/ Elwood Lynn

/s/ Joel Hard for for

09/19/12

RECOMMENDED:

APPROVED:

National Park Service

Regional Director, Alaska Region, DATE

DATE

Western Federal Lands Highway Division

Acting Director, Project Delivery, DATE

Denali National Park and Preserve

Superintendent, DENALI BOROUGH, ALASKA

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

AND ABBREVIATIONS

PLAN SYMBOLS

AK A.2

NUMBER

STATE

PROJECT

P

A u g u s t

U c m y fi le s p w p r o d u c ti o n d d e a b .d g n

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PRA DENA 10(29)

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

PROPOSEDEXISTING

Trail

Lake, Pond or Reservoir; Marshland

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Spring or Seep

LC

Concrete Barrier

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Box Culvert

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Right-of-Way Line with Monument

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement

36 31

6 1

Section Corner (Found, Projected)

36 31

6 1

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56

N

E

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W

Silt Fence

DI

Wattle

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Ø spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

approach ahead average daily traffic abutment bearing bridge balance point bench mark back ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

M.P.

M.L.

mile post main line

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Section Line4

Section Line16

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub a th e d ra l

M o u n ta in

Mtn.

Igloo

Mountain

Sable

DENALI NATIONAL PARK WILDERNESS

Tributary

C re e k

Pass

Polychrome

Po ly ch ro m e

M ou nt ai n

T O

K L A T

RIVER

1 0 1 2 3 4

D

EN

A

LI

P

A R K R

O A D

Cabin

Ranger

Ig lo o C re e k

T O

K L

A T

R

IV

E R

E A S

T F

O R

K

C r e e k

B ig

AK PRA DENA 10(29) A.3

VICINITY MAP

SCALE IN MILES

0.5

Pass

Sable

To Mile 70 Pit d e a c .d g n

U

S S u r

D

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

S m s ig n e d b y

PROJECT LOCATION

m ile s

To G eo rg e P ar ks H wy 3

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

M.P. 43.5

ROAD BRIDGE REPAIRS

EAST FORK TOKLAT RIVER

POLYCHROME PASS

TOKLAT PIT

MP 53

SOURCE AND STAGING

PROVIDED MATERIAL

OPTIONAL GOV’T

MP 45.3 to 45.4

SOURCE AND STAGING

PROVIDED MATERIAL

OPTIONAL GOV’T

B.1

AK

PRA DENA 10(29)

d e n a b a .d g n

U

S S u r ft

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

S m s ig n e d b y

SUMMARY OF QUANTITIES

‡63501-0000 ‡TEMPORARY TRAFFIC CONTROL ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡57501-0000 ‡MINOR BRIDGE WORK (SCUPPER EXTENSIONS) ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡57501-0000 ‡MINOR BRIDGE WORK (DRAINAGE TRENCH) ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡57501-0000 ‡MINOR BRIDGE WORK (CONCRETE SPALL REPAIR) ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡57501-0000 ‡MINOR BRIDGE WORK (RESIN BONDED ANCHOR SYSTEM) ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡57501-0000 ‡MINOR BRIDGE WORK (BEARING REMOVAL) ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡56401-1000 ‡BEARING DEVICE, ELASTOMERIC ‡ EACH ‡ 8 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 8 ‡ 8 ‡

‡56202-0000 ‡TEMPORARY SUPPORT STRUCTURE ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡55501-0000 ‡STRUCTURAL STEEL ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡55401-1000 ‡REINFORCING STEEL ‡ LB ‡ 1250 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1250 ‡ 1,300 ‡

‡55201-0200 ‡STRUCTURAL CONCRETE, CLASS A (AE) ‡ CUYD ‡ 8 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 8 ‡ 9 ‡

‡25301-1000 ‡GABIONS, GALVANIZED OR ALUMINIZED COATED ‡ SQFT ‡ 90 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 90 ‡ 100 ‡

‡20801-0000 ‡STRUCTURE EXCAVATION ‡ CUYD ‡ 22 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 22 ‡ 25 ‡

‡15705-0100 ‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ ‡ 50 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 50 ‡ 50 ‡

‡15501-0000 ‡CONSTRUCTION SCHEDULE ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15401-0000 ‡CONTRACTOR TESTING ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15301-0010 ‡CONTRACTOR QUALITY CONTROL AND ASSURANCE ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15201-0000 ‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15101-0000 ‡MOBILIZATION ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡Plans ‡Control ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡Rehab ‡Control ‡ Traffic ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ‡Bridge ‡Erosion ‡Temporary‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡------------------------‡

‡ PLAN SHEET SECTION -------->>‡Section C‡Section D‡Section E‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

PLAN AND ELEVATION

L

ELEVATION VIEW

PLAN VIEW

WORK ITEMS:

ITEM NUMBER DESCRIPTION QUANTITIES NOTESUNITS

ESTIMATE:

ESTIMATE NOTES:

T o k la t

R iv e r

E a s t F o rk

C P ie r

S ta

.5

C P ie r

S ta

.5

L L LL

C Roadway

CONCEPTUAL CONSTRUCTION SEQUENCE:

3 1 2

1 2 at face of wing wall Approx. finish ground line

(from as-built plans) at face of wing wall Approx. rock line ground line at C roadway Approx. profile of natural

L

Begin Bridge Sta. 7+01.07

End Bridge Sta. 9+83.93

BRIDGE REPAIRS

EAST FORK TOKLAT RIVER

DENALI PARK ROAD, M.P. 43.50

C w e s t

A b u t.

S ta

.0

55° typ.

C e a s t

A b u t.

S ta

.0

EAST FORK TOKLAT RIVER BRIDGE REPAIRS

(11)

(10)

(9)

(8)

(7)

(6)

(5)

(4)

(3)

(2)

(1)

(11)

(10)

(9)

(8)

(7)

(6)

(5)

(4)

(3)

(2)

(1)

57501-0000

57501-0000

57501-0000

57501-0000

57501-0000

56401-1000

56202-0000

55501-0000

55401-1000

55201-0200

25302-1000

20801-0000

MINOR BRIDGE WORK (SCUPPER EXTENSIONS)

MINOR BRIDGE WORK (DRAINAGE TRENCH)

MINOR BRIDGE WORK (CONCRETE SPALL REPAIR)

MINOR BRIDGE WORK (RESIN BONDED ANCHOR SYSTEM)

MINOR BRIDGE WORK (BEARING REMOVAL)

BEARING DEVICE, ELASTOMERIC

TEMPORARY SUPPORT STRUCTURE

STRUCTURAL STEEL

REINFORCING STEEL

STRUCTURAL CONCRETE, CLASS A (AE)

GABIONS, GALVANIZED OR ALUMINIZED COATED

STRUCTURE EXCAVATION

Type A, typ.

Type B

Type A, typ.

at the northeast corner of the bridge.

Excavate, construct gabion basket retaining wall, and backfill4.

abutment, construct drainage trench, and install scupper extensions.

Repair concrete spall in back wall at north corner of west3.

Repeat procedure at Pier 2.j.

Remove temporary work access platforms.i.

After jacking is complete, re-open bridge to vehicles.

Close bridge to vehicles and transfer load to new bearings. h.

Pour grout pad and install new bearings.g.

Construct concrete shear blocks and pedestals.f.

Weld new sole plates to girders.e.

Remove existing steel rocker bearings.d.

girders to 3/8�.

jacking is complete, re-open bridge to vehicles. Limit lifting of

Close bridge to vehicles and transfer load to jacks. After c.

temporary jacks (55T min. safe working load per jack).

Install jacking stiffeners, temporary jacking supports, and b.

Install temporary work access platforms at Pier 1.a.

Piers:2.

Remove temporary work access platforms.c.

Construct bearing seat extensions.b.

Install temporary work access platforms at each abutment.a.

Abutments:1.

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RG2954-A

NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER

M. Miller1"=30’-0"M. MillerA. O’DonnellQ. Nguyen

NO. DATE BY REVISIONS

BRIDGE DRAWING

1 of 7 September 2012

DATE

DRAWING NO.

C.1

STATE PROJECT

NUMBER

SHEET

AK PRA DENA 10(29)

T O

K L

A T

.d g n s h e e t]

See detail on sheet C.7.

Install scupper extensions, Type A=19 locations, Type B=1 location.

scupper, approximately 13’-6" total length. See detail on sheet C.7.

Construct drainage trench along curb line between end of bridge and first

See detail on sheet C.7.

Install gabion basket retaining wall, 15’ long x 6’ tall nominal.

Repair spalled backwall concrete. See SCR Section 575.05.

Construct bearing seat extension.

Construct reinforced concrete shear blocks.

concrete pedestals.

Remove and replace rocker bearings with elastomeric bearing pads on

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

LPSM

LPSM

LPSM

LPSM

LPSM

EA

LPSM

LPSM

LB

CUYD

SQFT

CUYD

Fabrication and installation of 20 scupper extensions. Approximately 535 lbs of steel.

Removal of 13’-6" x 6" x 1/2" deep deck concrete.

Patching spall at NW corner backwall, 1’-6"x1’-4"x3" nominal.

Resin bonded anchors for shear blocks and seat extensions.

8 rocker bearings at piers.

Bearing replacement of 4 girder lines at Pier 1 and Pier 2.

Temporary work access, jack supports, and jacking operations.

Jacking stiffeners, approximately 1510 lbs.

Shear blocks/bearing pedestals at piers and seat extension at abutments.

15’ long x 6’ tall nominal. Approx. 10 CUYD

Required for gabion wall construction.

To Main Entrance

To Wonder Lake

NOTE:

1.

abutment.

Do not distrub USGS benchmark on Southwest

OHW

Span 5

28’-11"

Span 4

68’-6"

Span 3

88’-0"

Span 2

68’-6"

Span 1

28’-11"

H o r iz

C lr

R a il

R a il

Existing backwall

SECTION C-C

LC Roadway

C

C

LC Girder girder Existing

LC Abut.

C Abut.L C GirderL

BRIDGE REPAIRS

EAST FORK TOKLAT RIVER

DENALI PARK ROAD, M.P. 43.50

into existing concrete Drill and resin bond

ABUTMENT RETROFIT DETAILS

of abutment extend to limits extension, Bearing seat

A403 extension cast in place with seat anchors for jacking support.

Drill and resin bond

See Section E-E.

2 locations only.

Stagger anchors at

LC Girder

(drill and resin bond) A401 typ.

A402

A401

A403

A401

SECTION E-E

A401

E

E

MARK SIZE NO. LENGTH TYPE BENDING DIAGRAMS

6" 12"

1’-6" 2’ -2

1’-6" 2’ -4

3- A402

3- A405

4- A406

2 Locations only.

end of abutment.

Stagger as shown at north into existing concrete.

Drill and resin bond

A401

A403

A405 A406

REINFORCEMENT SCHEDULE - ABUTMENTS

VIEW D-D

D

D

1’-8"

12"

3- A402 bearing seat elevation to match existing

Bearing seat extension

A402 A406

A402

A403

"2

A406

A405

A403

A402

A401

3’-10"

3’-8"

"2

2’-9

29’-4"

2’-2"

Bent

Bent

Bent

Bent

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

RG2954-C

M. MillerNTSM. MillerA. O’DonnellQ. Nguyen

3 of 7 September 2012

C.3

STATE PROJECT

NUMBER

SHEET

AK PRA DENA 10(29)

T O

K L

A T

.d g n s h e e t]

(NORTH ABUTMENT SIMILAR)

SOUTH ABUTMENT

BEARING SEAT EXTENSION PLAN

3"

1’-0"

1’-0" c lr c lr

Embed

10"

S p a

S p a

S p a

S p a

S p a

S p a

S p a

S p a

S p a .6

145°0’0" 145°0’0"

S p a

S p a

L

SECTION A-A

C Roadway support Temporary jack

C GirderL

C GirderL

BRIDGE REPAIRS

EAST FORK TOKLAT RIVER

DENALI PARK ROAD, M.P. 43.50

jack Temporary

VIEW C-C

girder Existing

B

B

PIER JACKING DETAILS

L C Brg.

C Pier =

L seat not shown for clarity.

Reinforcing bars below bearing Note:

A

MC13x50, typ.

MC13x50

"x6"x6", typ.2

Washer plate cope at channel connection

"x11"x1’-1"4 3Stiffener

"x1’-0"x1’-9"4

Bearing plate

L jacking support, typ.

jack and temporary C TemporaryL

C

C distance for jacking determine required Contractor to

Each stiffener

A

C GirderL

VIEW B-B

MC13x50

"x6"x6", typ.2

Washer plate cope at channel connection

"x11"x1’-1"4 3Stiffener

"x1’-0"x1’-9"4

Bearing plate

L

PARTIAL PLAN

TEMPORARY JACKING

see detail rocker bearings, Remove existing

"x11"x1’-1", typ.4 3Stiffener

"x1’-0"x1’-9"4 3Bearing plate see detail rocker bearings, Remove existing see detail rocker bearings, Remove existing jacking support jack and temporary C Girder/ temporary jacking support jack and temporary C Girder/ temporary

ROCKER BEARING REMOVAL DETAIL

Bottom flange cover plate Bottom flange

Sole plate to remain

Grind smooth after removal masonary plate Remove rocker and

Top of pier

NOTES:

1.

safe working load, typ.

Temporary jack, 55 T min.

safe working load Temporary jack, 55 T min.

safe working load Temporary jack, 55 T min.

L

LLocate beneath C girder, typ.

temporary jacking support.

C Temporary jack and jack and temporary jacking assembly, typ.

Working point of girder/temporary high-strength rod threaded

" Ø Temporary4 high-strength rod threaded

" Ø Temporary4 high-strength rod threaded

" Ø Temporary4

1 to bearing plate, typ.

Channel edge to bearing plate, typ.

Channel edge

N see details Jacking stiffeners, 2.

3.

4.

NPS PMIS No. 164259A NPS Drwg. No. 184/80286operations are complete.

Jacking stiffeners are to remain in place after jacking

Class ’B’ facing surfaces (blast cleaned surface) or better.

Jacking stiffener bolted connections shall be slip critical with simultaneously to avoid loading the pier eccentrically.

Operate jacks on both sides of the pier at any one girder

".8 more than

Limit differential displacement between any two jacks to be no

". 8

Limit vertical displacement during jacking to no more than

RG2954-D

4 of 7 September 2012

C.4

STATE PROJECT

NUMBER

SHEET

AK PRA DENA 10(29)

T O

K L

A T

.d g n s h e e t]

Tight fit stiffener plate

" jacking2 1"x48

52-stiffener plate

" jacking2 1"x48

52-

JACKING STIFFENER DETAIL

SECTION THROUGH GIRDER SECTION D-D

D D plate to bear Mill stiffener

Connection angle, typ.

"2 1 3"x3"x in std. holes

" Ø A325 bolts16

Connection angle

"2 14- 3"x3"x

Tight fit plate to bear Mill stiffener

Connection angle, typ.

"2 1 3"x3"x in std. holes

" Ø A325 bolts16

PROFILE

Girder web

Point of jacking

Girder flange

" thick)2 1Existing web (~

C Jacking stiffener and temporary jack L max.

6"

1’-8"

4"3"3"3"3"4"

1’-8"

7"3"3"3"4" typ.

"2 typ.

"2

1’-0" p ie r p ie r m ax.

6" ty p typ.

"2 typ.

"4 typ.

"4

C GirderL

D

D

VIEW D-D

girder Existing

BRIDGE REPAIRS

EAST FORK TOKLAT RIVER

DENALI PARK ROAD, M.P. 43.50

C GirderL

PIER RETROFIT DETAILS

bearing pedestal shear block and Reinforced concrete

B

B

VIEW A-A VIEW B-B

surface Roughened surface Roughened girder Existing

C PierL C PierL surface Roughened

NOTES:

REINFORCEMENT SCHEDULE - PIERS

MARK SIZE NO. LENGTH TYPE BENDING DIAGRAMS

B102

B103 B104

B100

B100

B101

3- B102

B102 B102

B103

B103

B102

B104

6" typ.

existing concrete, bond 4" into Drill and resin typ.

existing concrete, bond 4" into Drill and resin typ.

existing concrete, bond 4" into Drill and resin

B102 surface Roughened

B103

B105

VIEW C-C

C

C

C GirderL

B100

3- B102

2" Chamfer

3- B102

B100

3- B101

B103

B104B104

B103

B106

(to remain) Existing anchor bolt

(to remain) anchor bolt Existing

(to remain) anchor bolt Existing

(to remain) anchor bolt Existing

B107 acute corners 2" Chamfer, typ. at

C GirderL

L C Brg.

C Pier =

L

L C Brg.

C Pier =

L

SEAT PLAN

EXTERIOR GIRDER BEARING

SEAT PLAN

INTERIOR GIRDER BEARING

NOTE: Bearing not shown for clarity. NOTE: Bearing not shown for clarity.

see details on sheet ___ Elastomeric bearing pad, " min. grout pad2 11 (to remain), typ.

anchor bolt Existing

(to remain), typ.

anchor bolt Existing see details on sheet C.6 Elastomeric bearing pad,see details on sheet C.6

Elastomeric bearing pad, " min. grout pad2

" min. grout pad2

Top of pier

Top of pier concrete, typ.

4" into existing Drill and resin bond

B107 placing concrete.

brush and coat with a zinc rich primer prior to Clean exposed existing anchor bolts with a wire laitance prior to placing concrete.

amplitude and clean surface so that it is free of

" 4

Roughen surface of existing concrete to cutting edges on the diameter.

cor drill or carbide bit rotary hammer with four Drill into existing concrete using a diamond bit 1.

2.

3.

B107

B106

B105

B104

B103

B102

B101

B100 8"

2’-2"

B107

1’-11"

145°0’0"

B106

3’-3"

3’-2"

3’-4"

1’-2"

3’-6"

3’-6"

4’-1"

2’-2"

Bent

Bent

Bent

Bent

Bent

B105

B106

B105

3- B101

4- B100 4- B100

4- B100

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

RG2954-E

5 of 7 September 2012

C.5

STATE PROJECT

NUMBER

SHEET

AK PRA DENA 10(29)

T O

K L

A T

.d g n s h e e t]

4"11"11"4"

2’-2"

1’-1" 1’-1" typ.

2" typ.

2" typ.

2"

4"11"11"4" typ.

2"

1’-1" 1’-1"

2’-2"

"2 13’-7

"4 39 1’-0""4

391’-0"

"4 348" "4

34 7" 7" 8" typ.

2" typ.

2" typ.

2" typ.

2"

"8 33’-0

"8 38 1’-4"1’-0"

1’-1"

1’-1" typ.

2"

2’-6" Pier

1’-1"

1’-1"

"16

2’-6" Pier typ.

2"

"8

8" 7" 7" 7"

DETAIL APPROVED FOR USE --/----

DRAFT: 9/2011

REVISED:

W253-1

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

GABION BASKET

0.150" DIAMETER

(CUYD)

1.0

1.0

1.0

1.5

1.5

1.5

3.0

3.0

3.0

3.0

3.0

1.33

1.00

0.67

2.00

1.50

1.00

6.00

5.00

4.00

3.00

2.00

, 1 5’, o r 1

8’

6’, 9’, 12’

1" overlap

0.118" wire diameter

0.118" wire diameter

Size in feet

0.087" diameter lacing wire

0.150" diameter

0.120" diameter mesh wires

Tie mesh with 0.150" diameter selvage hitch loops at 3" spacing

Tie mesh with 0.150" diameter

0.150" diameter

A u g u s t

U m y fi le s p w p r o d u c ti o n d d e n a fh .d g n

STATE PROJECT

NUMBER

C.8

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

NO SCALE

TYPICAL INSTALLATION GABION BASKETS

SPIRAL BINDER

ALTERNATE TYING FASTENERS

GABION BASKET

TYPICAL ASSEMBLED

WALL GRADE TRANSITION AREAS

ASSEMBLED GABION BASKET IN

TYPICAL CULVERT INSTALLATION

ALL GABION CELLS

ALL END GABION CELLS ALL INTERIOR GABION CELLS

HALF HITCH LACING DETAIL

OVERLAPPING RING WIRE FASTENER

THROUGH GABION WALL

TYPICAL STIFFENERS

WELDED WIRE GABION BASKET

OPTIONAL STIFFENERS

Side

End

Base

Side

Stiffeners

WELDED WIRE MESH TWISTED WIRE MESH

back to outside diameter of culvert.

Cut wire basket mesh front and Culvert

CL

Cut wire basket mesh front and back. Lid

BEFORE CLOSURE AFTER CLOSURE

(Not allowed for basket to basket connection)

End

Side

Side

Base

Lid

Diaphragms

NOMINAL SIZES AND CAPACITY

GABION BASKET

Letter

Size Code

Length Height Partitions

Diaphragm Capacity

I

H

G

F

E

D

Y

X

C

B

A

(Twisted wire mesh)

(Welded wire mesh)

(Welded wire mesh)

SPIRAL BINDER TIE

HALF HITCH LACING DETAIL

INTERLOCKING WIRE FASTENER

BEFORE CLOSURE AFTER CLOSURE

are nominal

All dimensions

NOTE:

are nominal

All dimensions

NOTE:

selvage wires

Diaphragmswith stiffeners to prevent wall bulging wire and connect front and back mesh

Stiffeners each end of stiffener

Loop two meshes at

Diaphragms

Stiffeners

Stiffenershook closed

Crimp end of joint

Crimped joint end of

Crimped double half hitch wire to next

Continuous lacing

Single half hitch to next single half hitch

Continuous lacing wire

Le ng th

Crimp ends to lock

Spiral binder.

half hitches as shown

Alternate single and double

Double half hitch.

Lacing Details)

Lacing wire (see Lacing Details)

Lacing wire (see

Lacing wire. Tie with half stiffeners to prevent wall bulging.

connect front and back mesh with selvage wire around pipe, and intersection of wires stiffener hooked at

"2

Le ng th

6’, or 8’

3’ (ty p.

)3’

3’

3’ ( typ

H e ig h t

3’ 3’

3’

H e ig h t

3’ 3’

12"

12"

12"

.8

.9

.0

1.0"

.8

1.4"

0.45"

(min.)

4’

H e ig h t

3’ 3’

12"

12"

12"

4"– nominal spacing

H e ig h t

H e ig t

DETAIL APPROVED FOR USE --/----

DRAFT: 9/2011

REVISED:

W253-2

GABION FACED WALL

Tie mesh with 0.150" diameter

1" overlap

0.118" wire diameter

0.118" wire diameter

0.150" DIAMETER

6" overlap

0.087" diameter lacing wire

0.150" diameter

0.120" diameter mesh wires

0.150" diameter

(CUYD)

Size in feet hitch loops at 3" spacing

A u g u s t

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

STATE PROJECT

NUMBER

C.9

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

NO SCALE

are nominal

All dimensions

NOTE:

are nominal

All dimensions

NOTE:

Culvert

BEFORE CLOSURE AFTER CLOSURE

BEFORE CLOSURE AFTER CLOSURE

(Welded wire mesh)

(Welded wire mesh)

(Twisted wire mesh)

THROUGH GABION WALL

ALL GABION CELLS

ALL END GABION CELLS

WELDED WIRE MESH

ALL INTERIOR GABION CELLS

TWISTED WIRE MESH

HALF HITCH LACING DETAIL

HALF HITCH LACING DETAIL

SPIRAL BINDER TIE

OVERLAPPING RING WIRE FASTENER

INTERLOCKING WIRE FASTENER

ALTERNATE TYING FASTENERS SPIRAL BINDER

TYPICAL INSTALLATION GABION BASKETS

NOMINAL SIZES AND CAPACITY

GABION BASKET

TYPICAL ASSEMBLED GABION BASKET

TYPICAL CULVERT INSTALLATION

Letter

Size Code

Partitions

Diaphragm Capacity

Height Length

Y

X

C

B

A joint end of

Crimped end of joint

Crimped to next single half hitch

Continuous lacing wire selvage wires

Single half hitch double half hitch wire to next

Continuous lacing each end of stiffener

Loop two meshes at

Stiffeners

Stiffeners

Lacing Details)

Lacing wire (See

Diaphragms

Side

End

Side

Base

CL

intersection of wires stiffener hooked at

Crimp hook closed

Diaphragms

Lid

Stiffeners

WELDED WIRE GABION BASKET

OPTIONAL STIFFENERS

TYPICAL STIFFENERS

stiffeners to prevent wall bulging.

connect front and back mesh with selvage wire around pipe, and back to outside diameter of culvert.

Cut wire basket mesh front and

Lacing wire. Tie with half half hitches as shown

Alternate single and double

Double half hitch.

Crimp ends to lock

Spiral binder.

4"– nominal spacing

"2

H e ig h t

3’ 3’

3’ 3’

H e ig h t

3’

3’ 3’

H e ig h t

Le ng th

6’, or 8’

3’

3’ (ty p.

4’ (min.)

12"

12"

12"

12"

12"

12"

.0

.8

"0.45"

.8

.9

1.4"

1.0"

H e ig t

TABULATION OF QUANTITIES

AND

EROSION CONTROL PLAN

Silt fence, typ.

T o k la t

R iv e r

E a s t

F rk

BEGIN BRIDGE

7+01.07

9+83.93

END BRIDGE

RoadwayLC

PLAN

NO SCALE

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

D.1

STATE PROJECT

S e p te m b e r

U

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

C h e c k e d b y

D e s ig n e d b y

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

STATE

D.2

PROJECT

d e n a fb .d g n

U

S C u s to m a r y

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

SILT FENCE

157-1

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

NPS PMIS No. 164259A NPS Drwg. No. 184/80286

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

(undisturbed)

Existing ground

Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

See Note 4 for spacing

Backfilled and compacted soil around the end of the silt fence prevent water from flowing

Provide sufficient length to

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer’s type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, only when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions

4.

3.

2.

1.

m in m in m in

6" min. trench

4" min.

Varies

Varies fo r s p a c in g

S e e n o te

SIGNS IN FEET

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

E.1

PROJECT

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d s t6

.d g n xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTE:

NO SCALE

ROAD WORK

END

WORK

AHEAD

ROAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

ROAD NAME

ROAD NAME

See Note 10

W20-1

See Note 10

W20-1

G20-2

Expressway / Freeway retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

A

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its