Pre_AD_set_glac01404_Plans_Signoff_R1.pdf

PDF 37 MB Posted

Attached to
MT NPS GLAC 14(4), Many Glacier Road Rehabilitate & MT Glacier 14(1), Many Glacier Road
Solicitation number
69056719B000017
Issued by

About this file

Written by GovTribe AI ·

This solicitation package describes a federal construction contract opportunity for bridge rehabilitation work on Glacier National Park roadways. The project includes concrete repair and waterproofing of two simple span bridges, as well as timber girder replacement on a third horse trail bridge. The work is located on Many Glacier Road in Glacier County, Montana and has an estimated price range between $15-20 million. The preliminary plans and additional information letter are provided electronically only through the federal procurement system link. Interested contractors must register as users to view the plans and full solicitation documents, which will include specifications when issued. The tentative completion deadline is fall 2021. The solicitation will be awarded through full and open competition on an unrestricted basis.

From the source

Preliminary Plans

View the file

Other files

File Type Posted
Bid Opening Summary_Many Glacier_R1.pdf PDF
Q&A_11-20-19.pdf PDF
Q&A_11-18-19.pdf PDF
Amendment A004.pdf PDF
Amendment A003.pdf PDF
glac01404_XS_Signoff.pdf PDF
Prebid Meeting.pptx PPTX presentation
Amendment A002.pdf PDF
Q&A_11-15-19.pdf PDF
Amendment_A001.pdf PDF
Q&A_11-07-19.pdf PDF
Q&A_11-05-19.pdf PDF
Q&A_11-04-19.pdf PDF
Q&A_10-31-19.pdf PDF
IFB_Many_Glacier.pdf PDF
Plan_Request.pdf PDF
plans_glac01404.pdf PDF
Physical_Data_Many_Glacier.zip ZIP file
Draft_Weed_Free_SCR_Many_Glacier.pdf PDF
ManyGlacierMaterialSourcesResearchEfforts_(08_30_2019).pdf PDF
PROJECT_DESCRIPTION_R1.pdf PDF
PROJECT_DESCRIPTION.pdf PDF
Prelim_Letter_.pdf PDF
Show all 23

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PRELIM

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A C

T U

A L F I L E X

X X

X

D G

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

H.01

1 RGXXXX-AB. OLTMANNB. OLTMANN

Structure Number: 1430-030P PLAN AND ELEVATION

PLAN

SECTION B-B

Begin Bridge

L Many Glacier RoadCL

End Bridge overlay

Existing HMA

WORK ITEMS:

1 Mill and remove HMA overlay and install waterproofing membrane

37'-8"

B

B

APIKUNI CREEK BRIDGE

1" = 5'-0"

1" = 5'-0"

Remove and replace concrete at longitudinal extension joint

1" = 1'-0"

1'-6"

6'-0"

A A

SECTION A-A

Curb stone joint

Previous construction Previous bridge widening

As Shown

(2) Includes removal and repair of deteriorated concrete, assumes 2 CUYD minor concrete

(1) Contract Quantity

ESTIMATE - BASE SCHEDULE

Structure NumberNOT

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

B. OLTMANN 3

MT NPS GLAC 14(4)

GLACIER COUNTY, MONTANA

GLACIER NATIONAL PARK

PMIS Pkg. No. XXXXXX NPS Drwg. No. GLACXXXXXXXXX

GLACIER 14(1)MT

JULY 2019

N

Do not disturb existing stone masonry.

concrete.

Use plywood only for sections of repair that show plywood form marks on existing

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

waterproofing according to the manufacture's instructions and details in the plans.

Perfrom bridge deck waterproofing according to Section 559. Install

Perform concrete repair according to Section 575.

and fabrication.

Field verify existing conditions and dimensions prior to ordering materials on Federal Highway Projects, FP-14

Administration Standard Specifications for Construction of Roads and Bridges

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

6.

5.

4.

3.

2.

1.

D e fa u lt c p w w o r k d H

G

L A

C

P

E A p ik u n i

C r k

.D

G N

P

M

J u ly

GENERAL NOTES:

F lo w

ARY N

OT FOR C

T U

A L F I L E X

X X

X

D

H.02

2 RGXXXX-BB. OLTMANNB. OLTMANN

Structure Number: 1430-031P PLAN AND ELEVATION

PLAN

SECTION B-B

Begin Bridge

L Many Glacier RoadCL

End Bridge overlay

Existing HMA

WORK ITEMS:

1 Mill and remove HMA overlay and install waterproofing membrane

37'-8"

B

B

1" = 5'-0"

1" = 5'-0"

Remove and replace concrete at longitudinal extension joint

1" = 1'-0"

1'-6"

6'-0"

A A

SECTION A-A

Curb stone joint

Previous construction Previous bridge widening

As Shown

(2) Includes removal and repair of deteriorated concrete, assumes 2 CUYD minor concrete

(1) Contract Quantity

WINDY CREEK BRIDGE

ESTIMATE - BASE SCHEDULE

Structure NumberNOT

FOR

CO

NST

RUCTI

ON

PRE

NO.

U.S. DEPARTMENT OF TRANSPORTATION

MT NPS GLAC 14(4)

GLACIER COUNTY, MONTANA

N

Do not disturb existing stone masonry.

concrete.

Use plywood only for sections of repair that show plywood form marks on existing

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

waterproofing according to the manufacture's instructions and details in the plans.

Perfrom bridge deck waterproofing according to Section 559. Install

Perform concrete repair according to Section 575.

and fabrication.

Field verify existing conditions and dimensions prior to ordering materials on Federal Highway Projects, FP-14

Administration Standard Specifications for Construction of Roads and Bridges

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

6.

5.

4.

3.

2.

1.

D e fa p w w o r k d H

G

L A

C

P

E W in d y C r k

.D

G N

J u ly

GENERAL NOTES:

F lo w

ARY N

OT FOR C

T U

A L F I L E X

X X

X

D r a il to r a il

O u t-to O u t)

(Roadway)(Shoulder) (Shoulder)

(Walkway)

(Clear span)

(Clear Span)

Existing Bridge Railing

C le a r a n c e

C le a r a n c e

Masonry Abutment (Typ) foundation

Existing masonry

"4 18'-0

9'-2"

10'-4"

12'-6"16'-0"12'-6"

41'-0"

N

ELEVATION

PLAN

TYPICAL SECTION

L of StructureCL railing

Existing bridge abutment (Typ.)

Stone masonry

Edge of pavement

45'-0"

H.03

3SL/BAOS. LOFTUS

"4 39'-0

" x 24" Timber glulam beam2 glulam beam

" x 24" Timber 2

1/2" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

Structure Number: 1430-053T

As Shown RGXXXX-C

(1) Includes replacing timber glulam beams, salvage and reconstruction of bridge rail, deck and running planks

45'-0" (Timber beam length)

NORTH HORSE TRAIL BRIDGE

BRIDGE DETAILS

Timber runners * 4 - 3" x 11.5"

(Typ) *

Existing rail

3" x 11" Timber deck *

*Salvage and reuse component

ESTIMATE - BASE SCHEDULE

lighting system *

Under bridge

(Typ.)

" max. gap2

Structure NumberNOT

FOR

CO

NST

RUCTI

ON

PRE

NO.

U.S. DEPARTMENT OF TRANSPORTATION

MT NPS GLAC 14(4)

GLACIER COUNTY, MONTANA

P

J u ly

D e fa p w w o r k d

M A

N Y G

L A

C I E

R P

E

.D

G N enlarge bearing seat openings only enough to fit new beams as shown.

Modify the stone masonry abutment seat to the minimal extent possible, Replace existing timber beams with glulam beams.

hardware (plates, brackets, connections). Provide new fasteners as needed.

lighting system according to Section 203. Salvage and reuse existing

Salvage and reinstall existing deck, running planks, rails, and under bridge and fabrication.

Field verify existing conditions and dimensions prior to ordering materials on Federal Highway Projects, FP-14

Administration Standard Specifications for Construction of Roads and Bridges

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

5.

4.

3.

2.

1.

GENERAL NOTES:

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glac01404_SectionB
glac01404_PLANS_Signoff
glac01404ab-US_Int2D-001
glac01404_PLANS_Signoff
GLAC 14(4) - Bridge PLANs - 95%
Combined-Many_Glacier-Final

File details come from the government source that posted it. Updated .