PrelimPlans_MT_NPS_GLAC_1430(1).pdf

A.1

STATE PROJECT

NUMBER

SHEET

MT

NPS GLAC 1430(1)

P

M

A u g u s t

I n t_ ft

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

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

M. TRAFFALIS

PLANS FOR PROPOSED PROJECT

MONTANA

GLACIER COUNTY

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

NPS Pkg. No. NPS Drwg. No.

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

C h e c k e d b y

D e s ig n e d b y

NATIONAL

PARK

SERVICE

Department of the Interior

N

SCALE IN MILES

1 0 1 2 3

C O

N T

IN

E N T A L

Sa int

L a k e

M a r y

S a in t

L a k e

Duck Lake

La ke S he rb um e

W ilb u r C reek

Swi ftc ur re nt

Creek

Lake

Bullhead

Lake

Redrock

Josephine

Lake

Lake

Moon Lake

Falling Lead

Lake

Grinnell

Lake

Swiftcurrent

Salamander

The

D

IV

ID

E

Creek

T H

E

Garden

W a ll

Glacier

Pigeon

C a ta r a c t

Cr ee k

Lake

Windmaker

Lake Iceburg

Saint Mary

Swiftc urre nt Cr ee k

R E S

E R

V A

T

IO

N

Lake Redrock

Lake

Kennedy lake

Pota

Lake

Swiftcurrent Ridge

Ke nn ed y lake Goose Ridge

Glacier Many

B O

U N

D A

R Y

Babb

L o w e r

M a ry

Lake

Helen

Rising Sun

C a n y o n

C re e k

Lake

Cracker

Going To The Sun Road

NATIONAL GLACIER PARK

Landing Strip daoR reicalG yna M

GLACIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

and slide mitigation.

Base, paving, overlay, drainage

MT NPS GLAC 1430(1)

C re e k

W in d y

Natahki Lake Apikuni

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

Standard Specifications for Construction

BRIDGES REPAIR

WINDY CREEK AND APIKUNI ROAD

e (max)

V

ADT 2035

ADT 2015

n/a

? MPH

n/a

<400

NPS PMIS NO. 191032

MT NPS GLAC 1430(1)

PRELIM

IN

ARY

Not For

Con str uc tio n

La ke S he rb um e

R E S

E R

V A

T

IO

B O

U N

D A

R Y

L o w e r S a in t

M a r y L a k e

Lake

Swiftcurrent Ridge

Lake

Natahki

Lake

Kennedy

Lake

Swiftcurrent

Josephine

Lake

Moon Lake

Snow

C a n y o n

Lake

Leaf

Falling

Lake

Pola

Swif tcu rre nt

C re ek

Lake

Flattop

Apikuni

C re e k

C r e e k

NATIONAL PARKGLACIER

Strip

Landing t n erructfi wS k e er

C

BABB

Entrance kiosk

Hotel Many Glacier

SCALE IN MILES

1 0 1 2

A.3

STATE PROJECT

J u ly

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

C h e c k e d b y

D e s ig n e d b y

C re e k

W indy

MT NPS GLAC 1430(1)

N

VICINITY MAP

PRELIM

IN

ARY

Not For

Con str uc

PLAN AND ELEVATION

PLAN VIEW

REHABILITATION

MANY GLACIER ROAD

ITEM NUMBER DESCRIPTION QUANTITIES NOTESUNITS

ESTIMATE:

ESTIMATE NOTES:

WORK ITEMS:

GENERAL NOTES:

RdwyLC

BEGIN BRIDGE

END BRIDGE

F lo w

Abut. 1Abut. 2 Pier 1Pier 2

Existing ground parapet, typ.

Stone masonry

APIKUNI CREEK BRIDGE

37'-8"

(2)

(1)

APIKUNI CREEK BRIDGE

NORTH ELEVATION VIEW

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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

B. OLTMANN 1/4" = 1'=-0" C. TUTTLE B. OLTMANN

NO. DATE BY REVISIONS

BRIDGE DRAWING

1 of 4 AUGUST 2014

DATE

DRAWING NO.

C.1

STATE PROJECT

A u g u s t

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

62031-0000

57501-0000

Repoint stone masonry

Minor bridge work (Apikuni Creek Bridge)

SQFT

LPSM

All

(2)

(1)

Repoint stone masonry.

face of the bridge.

Remove and replace deteriorated concrete along upstream

Assumes 25% of masonry joints.

of concrete and 350 lbs of reinforcing steel.

Includes repair of deteriorated concrete along edges of bridge. Assumes 4 cuyd as directed by the CO.

Repoint stone masonry according to Section 620. Repointing locations in the plans.

bonded reinforcement according to manufacturer’s instructions and details Do not place resin until approved by the CO. Place resin and construct

Provide an epoxy resin for bonded reinforcing according to Section 575.

any bar unless otherwise shown.

on the plans. Provide 2 inches minimum concrete cover to the face of or ASTM A706. Provide uncoated reinforcing steel unless noted otherwise

Provide reinforcing steel conforming to AASHTO M31 Grade 60 (ASTM A615) with fresh concrete.

Do not use plywood for any part of the formwork that will come in direct contact

Provide formwork for concrete repair that matches the original formwork marks.

Section 575.

the surface is clean and apply a concrete bonding agent according to low alkali cement. Prior to pouring against existing concrete, ensure that concrete. Do not use concrete additives containing calcium chloride. Use minimum 28-day compressive strength of f’c=4,000 psi for all cast-in-place Provide concrete according to Section 601 with a and fabrication.

Field verify existing conditions and dimensions prior to ordering materials

Contract Requirements.

on Federal Highway Projects, FP-03 as modified by the Project Special

Administration Standard Specifications for Construction of Roads and Bridges

Provide all materials and perform all work according to the Federal Highway

7.

6.

5.

4.

3.

2.

1.

PRELIM

IN

ARY

Not For

Con str uc reinforcing

#4 #5 #6 #7 #8 #9 #10Bar size length Lap splice

1'-0" 1'-3" 1'-7" 2'-1" 2'-9" 3'-6" 4'-5"

SPLICE LENGTH TABLE

REINFORCING REPAIR DETAIL

see table

Lap splice see table

Lap splice

WALL EDGE REPAIR DETAIL

typ.

3" min.

AA

SECTION A-A

m in deteriorated

Remove

PMIS Pkg. No. 90959 NPS Drwg. No. 117/41956

Existing reinforcing

New reinforcing

Existing slab soffit clean/repair per SCR 575 Existing wall reinforcement, typ.

1'-0" o.c. vertically, 1'-0" min. embedment, Resin bonded #4 ties, wall to original neat line Pour back concrete concrete per SCR 575 Remove existing deteriorated

1'-0" o.c. vertically, typ.

1'-0" min. embedment, 2- Resin bonded #4 ties, all other repairs are complete masonry parapet after

Repoint existing stone reinforcement longitudinal

Existing clean/repair per SCR 575 reinforcement, Existing wall concrete per SCR 575 deteriorated

Remove existing

APIKUNI CREEK BRIDGE

Existing concrete slab

1'-6" O.C. longitudinally, typ.

1'-0" min. embedment, Resin bonded #4 ties, m in concrete per SCR 575 deteriorated

Remove existing

REPAIR DETAILS

CONCRETE REPAIR PROCEDURE

1.

2.

3.

5.

6.

7.

2" x 2", w2 x w2

Stainless welded wire fabric x x x x x x x

2" x 2", w2 x w2

Stainless welded wire fabric

2 of 4 AUGUST 2014

C.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c r b .d g n ground Top of existing m in

V a r ie s

4" min.

Varies

6" max.

m a x xx x

2" x 2", w2 x w2

Stainless welded wire fabric x x x x x

Concrete to be removed

SLAB EDGE CONCRETE REMOVAL

Varies

1'-6" max.

10" max.

Varies boundary of repair area

" deep along4 3Sawcut

6"

2'-0"

4" concrete Limits orginal clean/repair per SCR 575 reinforcement, Existing longitudinal to original neat line

Cast concrete

SLAB EDGE REPAIR

wall to original neat line

Cast concrete or water jetting as required.

Clean existing steel and concrete by wire brush, abrasive blasting, repair area without incurring any damage to steel reinforcing.

and to a depth of at least 1" clear of existing reinforcement within the Remove loose and deteriorated concrete to the limits of the repair area the designated repair area as approved by the CO.

" deep along a square or rectangular perimeter around 4 3Saw cut the CO of all locations of unsound concrete before proceeding.

Perform concrete sounding throughout the concrete surface. Notify

4.

Place concrete according to Section 601.

resin bonded #4 ties.

Fasten stainless welded wire fabric to existing reinforcement or

Replace reinforcing steel if the section loss is 25% or more.

PRELIM

IN

ARY

Not For

Con str uc

PLAN AND ELEVATION

PLAN VIEW

ITEM NUMBER DESCRIPTION QUANTITIES NOTESUNITS

ESTIMATE:

ESTIMATE NOTES:

WORK ITEMS:

RdwyLC

BEGIN BRIDGE

END BRIDGE

F lo w

Abut. 1Abut. 2 Pier 1Pier 2 Existing ground parapet, typ.

Stone masonry

36'-8"

(2)

(1)

NORTH ELEVATION VIEW

3 of 4 AUGUST 2014

C.3

STATE PROJECT

P

A u g u s t

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

WINDY CREEK BRIDGE

WINDY CREEK BRIDGE

concrete barrier

Remove existing

62031-0000

57501-0000

SQFT

LPSM

All

(2)

(1)

Repoint stone masonry.

face of the bridge.

Remove and replace deteriorated concrete along upstream

GENERAL NOTES:

as directed by the CO.

Repoint stone masonry according to Section 620. Repointing locations in the plans.

bonded reinforcement according to manufacturer’s instructions and details Do not place resin until approved by the CO. Place resin and construct

Provide an epoxy resin for bonded reinforcing according to Section 575.

any bar unless otherwise shown.

on the plans. Provide 2 inches minimum concrete cover to the face of or ASTM A706. Provide uncoated reinforcing steel unless noted otherwise

Provide reinforcing steel conforming to AASHTO M31 Grade 60 (ASTM A615) with fresh concrete.

Do not use plywood for any part of the formwork that will come in direct contact

Provide formwork for concrete repair that matches the original formwork marks.

Section 575.

the surface is clean and apply a concrete bonding agent according to low alkali cement. Prior to pouring against existing concrete, ensure that concrete. Do not use concrete additives containing calcium chloride. Use minimum 28-day compressive strength of f’c=4,000 psi for all cast-in-place Provide concrete according to Section 601 with a and fabrication.

Field verify existing conditions and dimensions prior to ordering materials

Contract Requirements.

on Federal Highway Projects, FP-03 as modified by the Project Special

Administration Standard Specifications for Construction of Roads and Bridges

Provide all materials and perform all work according to the Federal Highway

7.

6.

5.

4.

3.

2.

1.

Repoint stone masonry

Minor bridge work (Windy Creek Bridge) Assumes 25% of masonry joints.

of concrete and 350 lbs of reinforcing steel.

Includes repair of deteriorated concrete along edges of bridge. Assumes 4 cuyd

PRELIM

IN

ARY

Not For

Con str uc reinforcing

#4 #5 #6 #7 #8 #9 #10Bar size length Lap splice

1'-0" 1'-3" 1'-7" 2'-1" 2'-9" 3'-6" 4'-5"

SPLICE LENGTH TABLE

REINFORCING REPAIR DETAIL

see table

Lap splice see table

Lap splice

WALL EDGE REPAIR DETAIL

typ.

3" min.

AA

SECTION A-A

m in deteriorated

Remove

PMIS Pkg. No. 90959 NPS Drwg. No. 117/41956

Existing reinforcing

New reinforcing

Existing slab soffit clean/repair per SCR 575 Existing wall reinforcement, typ.

1'-0" o.c. vertically, 1'-0" min. embedment, Resin bonded #4 ties, concrete per SCR 575 Remove existing deteriorated

1'-0" o.c. vertically, typ.

1'-0" min. embedment, 2- Resin bonded #4 ties, all other repairs are complete masonry parapet after

Repoint existing stone reinforcement longitudinal

Existing clean/repair per SCR 575 reinforcement, Existing wall concrete per SCR 575 deteriorated

Remove existing

Existing concrete slab

1'-6" O.C. longitudinally, typ.

1'-0" min. embedment, Resin bonded #4 ties, m in concrete per SCR 575 deteriorated

Remove existing

REPAIR DETAILS

CONCRETE REPAIR PROCEDURE

1.

2.

3.

5.

6.

7.

2" x 2", w2 x w2 Stainless welded wire fabric x x x x x x x

2" x 2", w2 x w2

Stainless welded wire fabric

4 of 4 AUGUST 2014

C.4

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c r d .d g n ground Top of existing m in

V a r ie s

4" min.

Varies

6" max.

m a x xx x

2" x 2", w2 x w2 Stainless welded wire fabric

Concrete to be removed

SLAB EDGE CONCRETE REMOVAL

Varies

1'-6" max.

6"

2'-0"

4" concrete Limits orginal clean/repair per SCR 575 reinforcement, Existing longitudinal to original neat line Cast concrete

SLAB EDGE REPAIR

wall to original neat line

Cast concrete or water jetting as required.

Clean existing steel and concrete by wire brush, abrasive blasting, repair area without incurring any damage to steel reinforcing.

and to a depth of at least 1" clear of existing reinforcement within the Remove loose and deteriorated concrete to the limits of the repair area the designated repair area as approved by the CO.

" deep along a square or rectangular perimeter around 4 3Saw cut the CO of all locations of unsound concrete before proceeding.

Perform concrete sounding throughout the concrete surface. Notify

4.

Place concrete according to Section 601.

resin bonded #4 ties.

Fasten stainless welded wire fabric to existing reinforcement or

Replace reinforcing steel if the section loss is 25% or more.

wall to original neat line Cast concrete

Varies

12" max.

x x x x x

WINDY CREEK BRIDGE

boundary of repair area

" deep along4 3Sawcut

PRELIM

IN

ARY

Not For

Con str uc