mt-ep-yell2022-1-3_plans_Final.pdf

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M

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S h e e t

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SHEET INDEX

PROJECT

NUMBER

SHEET

MT ERFO NP YELL 2022-1(3) A.2

NPS Drwg No. 101/195340 NPS PMIS No. 349455

MT ERFO NP YELL 2022-1(3)

MT ERFO NP YELL 2022-1(3) A.3

NPS PMIS No. 349455 NPS Drwg No. 101/195340

GPS

GPS

GPS

N

North Entrance Station

Wilson Wy

Robert Reamer Ave

Trail

Pullout

Wildlife and trail realignment

Bridge replacement staging area

Wildlife Trail Pullout staging area

Rescue Creek Trail Pullout

END PROJECT

BEGIN PROJECT

G a r d n e r R iv e r

BEGIN PROJECT

END PROJECT

and trail realignment

Bridge replacement

Scale in feet

400200075150

N O

R T

H E

N T

R A

N C

E R

O A

D

Road Closed to the public

G a r d n e r R iv e r

"MAIN 05" 100+00

"MAIN 05" 104+20

"MAIN 05" 100+00

"MAIN 05" 104+20

1 m ile to

G ardiner m ile s to

M a m m o th

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V p w w o r k

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VICINITY MAP

PROJECT

NUMBER

SHEET

A.4

N

18000 SQFT

E= 2466007.0075

N= 1976319.7508

Wildlife Trail Pullout staging area

7500 SQFT

E= 2466828.3965

N= 1975100.5974

Rescue Creek Trail Pullout staging area Scale in feet

100 0 100 200 300

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

Note:

or storing.

of way approved by the CO for staging staging area, and portions of the right staging area, Rescue Creek Pullout

1. Use only the Wildlife Trail Pullout

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STAGING AREAS

PROJECT

NUMBER

SHEET

MT ERFO NP YELL 2022-1(3) A.5

NPS PMIS No. 349455 NPS Drwg No. 101/195340

Sheet and Description

Section D Section E Section F Section G Section H

Plan - Profile

Soil Erosion and

Sediment Control

Drainage Bridge Temporary

Traffic Control

Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 624 26 650

A0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0160 20101-0000 CLEARING AND GRUBBING ACRE 0.2 0.2

A0180 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0200 20401-0000 ROADWAY EXCAVATION CUYD 308 42 350

A0220 20403-0000 UNCLASSIFIED BORROW CUYD 475 50 525

A0240 20702-0400 GEOTEXTILE FILTER, CLASS 1, TYPE D (NON-WOVEN) SQYD 943 1,350 507 2,800

A0260 20801-0000 STRUCTURE EXCAVATION CUYD 191 191

A0280 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 59 6 65

A0300 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 105 10 115

A0320 30203-2120 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 4-INCH DEPTH SQYD 216 14 230

A0340 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 29 29 Contract Quantity

A0360 55235-0000 EXPANSION JOINTS LNFT 16 16 Contract Quantity

A0380 55401-1000 REINFORCING STEEL LB 3,045 3,045 Contract Quantity

A0400 55504-0000 PRE-FABRICATED STEEL BRIDGE LPSM All ALL

A0420 55601-0900 BRIDGE RAILING, STEEL LNFT 100 100

A0440 56202-0000 TEMPORARY SUPPORT STRUCTURE (WORK ACCESS BRIDGE) LPSM All ALL

A0460 57401-0000 GRS-IBS, GEOSYNTHETIC REINFORCEMENT SQYD 95 95

A0480 57402-0000 GRS-IBS, OPEN-GRADED BACKFILL TON 41 41

A0500 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10

A0520 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 10

A0540 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 10

A0560 62301-0000 GENERAL LABOR HOUR 10

A0580 62510-1000 SEEDING, DRY METHOD ACRE 0.18 0.02 0.20

A0600 62515-1000 MULCHING, DRY METHOD ACRE 0.18 0.02 0.20

A0620 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0640 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

MileStone: 100% Estimate Date Completed: 07/09/25 Report Date: 07/09/25

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

9-

Ju l-

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A M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

M yF ile s\

Pr oj ec ts \M

T\ M

T

ER

FO

N

P

YE

LL

2-

1( 3)

Y el lo w st on e N

P R es cu e

C re ek B ri dg e R ep la ce m en t\ [m t-ep

-y el l2

2- 1-

3_ ee ba cs

-s um m ar y.

xl sm ]S he et

PROJECT

B.1MT ERFO NP YELL 2022-1(3)

method 2, surface course, 4-inch depth

Roadway aggregate, LC grade

Profile

Existing ground

LC

Existing ground grade

Profile type D (non-woven)

Geotextile filter, class 1, Unclassified borrow

"MAIN 05"

102+62 to 102+83

2.5%2.5%

Trail

1:33 Max 1:100 Min

1:

1.

M ax li m it s

S lo p e s ta k

C o n s tr u c ti o n l im it

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

C o n s tr u c ti o n l im it

8'

Mulching, dry method Seeding, dry method

3'

Mulching, dry method Seeding, dry method

3' Varies 14.5' to 22.1'Varies 9.0' to 36.1'

1:20 Max

1:50 Min

"MAIN 05"

100+00 to 100+90 method 2, surface course, 4-inch depth

Roadway aggregate, S lo p e s ta k e l im it s

C o n s tr u c ti o n l im it

Mulching, dry method Seeding, dry method

10'

2.5%

1:

Max

8'

Trail

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

C o n s tr u c ti o n l im it

1:3 Max

2.5%

Mulching, dry method Seeding, dry method

10'

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(1 of 2)TYPICAL SECTION

PROJECT

C.1 method 2, surface course, 4-inch depth

Roadway aggregate, LC grade

Profile

Existing ground grade

Profile

Exisitng ground

LC

method 2, surface course, 4-inch depth

Roadway aggregate, "MAIN 05"

102+83 to 103+51

2.5%2.5%

Trail

1:

1.

M ax

1:

Mi n 1:

1.

M ax

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

C o n s tr u c ti o n l im it

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

C o n s tr u c ti o n l im it

8'

Mulching, dry method Seeding, dry method

3'

Mulching, dry method Seeding, dry method

3'

"MAIN 05"

103+51 to 104+20

1:

1.

M ax

1:

1.

M ax

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

C o n s tr u c ti o n l im it

3' Varies

Mulching, dry method Seeding, dry method

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

C o n s tr u c ti o n l im it

3'

Mulching, dry method Seeding, dry method

Trail

VariesVaries

[1]

[2][2]

[2] Cross slope varies, see Trail Width and Cross Slope table, this sheet

[1] Total trail width varies, see Trail Width and Cross Slope table, this sheet

FOOTNOTE:

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TYPICAL SECTION (2 of 2)

PROJECT

C.2

NPS PMIS No. 326131 NPS Drwg No. 101/195340

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

RESCUE1 1975711.098 2466461.995 5363.300 45°01'09.658818"N 110°41'42.623516"W 5334.5967 0.999711225 5/8" ir w/fhwa alum cap 1.

RESCUE2 1975323.012 2466994.953 5355.989 45°01'05.866659"N 110°41'35.163342"W 5327.2934 0.999711382 5/8" ir w/fhwa alum cap

RESCUE3 1975125.201 2466708.396 5384.745 45°01'03.892213"N 110°41'39.131765"W 5356.0494 0.999710111 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM :Wyoming West SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : WY83/2011-WIF NSRS11(NAD83/2011) Wyoming, West Zone, International Foot

PROJECT : Yellowstone NP Rescue Creek Bridge Replacement DATE OF FIELD WORK :March 2024 DATE OF FINAL ADJUSTMENT : April, 2024

PROJECT UNITS : International foot

-M ay -2

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PM

c:

\p w

-w or k\ d0

R es cu e cr ee k_ co nt ro l-sh ee t.

xl sx

]S he et

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.

PROJECT

D.1MT ERFO NP YELL 2022-1(3)

SHEET

SURVEY CONTROL

M a y

T

A B

U L

A T

IO

N

O F

P L

Q

U A

N T

IT

IE

S p w w o r k \d

\m t-e p y e ll f a .d g n

PLAN AND PROFILE

TABULATION OF QUANTITIES

PROJECT

D.2

G

S

R E S C U E

+S S

G P S

S S+

N O

R T H R

IM

[1]

Construction Access Limits

[2]

[1]

Construction Limit

See Section G for details

Rescue Creek Bridge

See Sheet D.7 for trail and other removal work

Rescue Creek Trail East

Existing "MAIN 01" to be constructed

"MAIN 05" Rescue Creek Trail

Gardner River

Scale in feet

050 50 100 150 location access bridge temporary work

Potential

[2]

Construction Limits

FOOTNOTE:

Disturb topsoil layer only within these limits.

[2]

Operate equipment only within these limits.

[1]

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OVERVIEW

RESCUE CREEK PROJECT SITE

PROJECT

D.3

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

N84°41'19"E N84°41'42"E

N

Construction limit

"MAIN05" Trail to be constructed

Edges of trail limits

Slope stake

See Section G

Steel Approach Rail

Existing Rescue Creek Trail West access limit

Construction

See Section G

Rescue Creek Bridge riprap layout

See Section F for

Gardner River

Existing ground

Profile grade

Profile grade

100+90

Begin Bridge

BEGIN PROJECT

BEGIN CONSTRUCTION

99+00 99+50 100+00 100+50

5,356 5,356

5,358 5,358

5,360 5,360

5,362

5,362

99+00 99+50 100+00 100+50

5,356 5,356

5,358 5,358

5,360 5,360

5,362

5,362

+1.21%

.4

+5.

.4

.2

.9

.6

SSD = 135'

K = 2

15' VC

,3

.4

15' VC

101+00 101+50 102+00

5,362 5,362

5,364 5,364

5,366 5,366

5,368

5,368

101+00 101+50 102+00

5,362 5,362

5,364 5,364

5,366 5,366

5,368

5,368

+5.

RESCUE CREEK TRAIL

A b u tm e n t

RESCUE CREEK TRAIL WEST

"MAIN05" 100+00

E = 2466581.8260 N = 19752347.9109

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PROJECT

D.4

N '4

"E

N °3

'2 "W

N14° 30'0

8"E e = 0.025

'95.53L =

'48.89T =

'182.00R =

(RT)30°04'29"Δ =

103+67.13PI

e = 0.025 '35.00L = '23.95T = '20.00R =

(LT)100°16'03"Δ =

102+96.07PI

102+72.12

PC

103+ 07.12

PT

103+ 18.24

PC

.7

T

N

Construction limits

Slope stake limits

Edges of trail

"MAIN05" Trail to be constructed

See Section G 102+62 End Rescue Creek Bridge

See Section G Rescue Creek Bridge

"MAIN01" Existing Rescue Creek Trail East

Gardner River

4' Lt.

+95

4' Rt.

+95

1.2' Rt.

+95

1.2' Lt.

+95

See Section G Steel Approach Rail

Profile grade

Existing ground

102+62 End Bridge

Existing ground

Profile grade

END CONSTRUCTION

END PROJECT

102+00 102+50 103+00

5,368 5,368

5,370 5,370

5,372 5,372

5,374 5,374

102+00 102+50 103+00

5,368 5,368

5,370 5,370

5,372 5,372

5,374 5,374

+5.0 0%

103+50 104+00

5,374 5,374

5,376 5,376

5,378 5,378

5,380 5,380

103+50 104+00

5,374 5,374

5,376 5,376

5,378 5,378

5,380 5,380

+5.0 0%

+4.8 0%

.0

.0

.1

.0

.3

.0

.7

5' VC

19' VC

15' VC

,3

.5

RES

CUE

CREE

K

TRAI

L

A b u tm e n t

RESCUE CREEK TRAIL EAST

"MAIN05" 104+20

E = 2467137.8968 N = 1975399.5378

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PROJECT

D.5

GPS

RESCUE2

N to be constructed

"MAIN 05" Trail

Rescue Creek Trail West

Existing "MAIN 01"

Offset 75' RT

STA 100+27

removed and reset

Exisiting sign to be

Offset 74' RT

STA 100+31

removed and reset

Exisiting sign to be

Note:

1. Final location of signs will be directed by the CO. Scale in feet

25 0 25 50 75

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SIGN REMOVAL AND RESET PLAN

PROJECT

D.6

S

R E S C U E

+S S

G P S

S S+

N

See Section G

Rescue Creek Bridge

Construction Access Limits

Construction Limit

Trail West

Existing Rescue Creek

Rescue Creek Trail East

Existing "MAIN 01"

Offset 66' LT

STA 101+74

West Abutment Removal

Offset 60' LT

STA 101+90

Pier Removal

Offset 60' LT

STA 102+34

East Abutment Removal

Gardner River

Offset 223' LT

STA 101+71

Old Bridge Deck Removal

Construction Limits

Construction limit

LEGEND:

Removal of trail

Removal of bridge abutments, pier, and old bridge

Scale in feet

0 10050 15050

:0

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R e m o v a l

S h e p w w o r k \d

\m t-e p y e ll tr a il r e m o v a l.

d g n

AND OLD BRIDGE DECK REMOVAL

RESCUE CREEK TRAIL, ABUTMENTS,

PROJECT

NUMBER

SHEET

MT ERFO NP YELL 2022-1(3) D.7

NPS Drwg No. 101/195340 NPS PMIS No. 349455

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS a y

T a b u la ti o n o f Q u a n ti ti s p w w o r k \d

\m t-e p y e ll p ln q ta b .d g n

CONTROL

SOIL EROSION AND SEDIMENT

TABULATION OF QUANTITIES

PROJECT

NUMBER

SHEET

MT ERFO NP YELL 2022-1(3) E.1

N

N

5360'

5370'

N

Fiber rolls, typ.

END PROJECT

Fiber rolls, typ.

Fiber rolls, typ.

Fiber rolls, typ.

WORK (ABUTMENT REMOVAL)

BEGIN SITE

(ABUTMENT REMOVAL)

WORK

END SITE

Slope stake limits

Rescue Creek Trail West

Existing "MAIN 01"

Rescue Creek Trail West

Existing "MAIN 01"

Rescue Creek Trail East

Existing "MAIN 01"

Resuce Creek Trail East

Existing "MAIN 01"

Edges of trail

BEGIN PROJECT

Slope stake limit

Slope stake limit

Gardner River

Construction limits

Construction limits

Construction limits

Construction limits

Construction Access Limit

Slope stake limits

Edges of trail

Slope stake limits

LEGEND:

fiber rolls. See Sheet E.3 for details.

Install soil erosion control, END CONSTRUCTION

"MAIN 05" 104+20

Offset 66' LT

"MAIN 05" 101+74

Offset 46' LT

"MAIN 05" 102+34

BEGIN CONSTRUCTION

"MAIN 05" 100+00

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CONTROL PLAN

SOIL EROSION AND SEDIMENT

PROJECT

E.2

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction ofrunoff from disturbed areas sp ac in g ch ar t

S ee

Fi be r

R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated materialStagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

FIBER ROLL

(FT)

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

WFLHD DETAIL

DETAIL APPROVED FOR USE 10/2014

7/2016REVISED:

157-21W

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

QUANTITIES DRAINAGE

TABULATION OF

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PROJECT

F.1

2 103

Placed riprap, Method A, Class 3

Class 3

Placed riprap, Method A, Type D (non-woven)

Geotextile filter, Class 1, Foundations

Existing Rescue Creek

Limits

Excavation

Excavation Limits

N

OHWM, El. 5351.50

100-yr Water surface elev.

OHWM

OHWM

See G Sheets.

Soil Foundation

Reinforced

G a r d n e r R iv e r

13'

.6

32.2'

45.2'

.2

.3

9'

1.2'

7.5'

8.3'

2'

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:1

2.318122Class E183305

Material

Streambed

Furnished

(CUYD)

Bank Stone

(in.±4)

Diameter

Bank stone

(CUYD)

Cobble

Streambed

Gradation

Cobble

Streambed

(CUYD)

Sediment

Streambed

CUYD

1:1.5

RIPRAP LAYOUT

RESCUE CREEK

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H

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PROJECT

NUMBER

SHEET

MT ERFO NP YELL 2022-1(3)

MT ERFO NP YELL 2022-1(3) F.2

T U

A L

F

IL

E

X X

X

D

G.1

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

1" = 10' 1 RG3321-A

PLAN & ELEVATION

Profile

Proposed Ground at Structure Centerline

Existing Ground Profile

Steel Approach Rail

5.00%

Elev. 5357.00

Elev. 5365.48

Gardner River

CL

CL

5361.0

Low Chord Elevation Footing (typ.)

Reinforced Concrete to be constructed

"Main 05" Trail

Creek Trail East

Existing "MAIN 01" Rescue

End Bridge

Trail

Structure

Elev. 5363.00

Sta. 100+90.00

Begin Bridge

N

Exp.

Fixed

Truss Pedestrian Bridge

Prefabricated Steel

CL

CL

li ar

T k e er C eucseR

Foundation

Reinforced Soil

Foundation

Reinforced Soil

Creek Trail West

Existing "MAIN 01" Rescue

Steel Approach Rail (typ.)

100-yr El. 5353.00

OHWM El. 5351.50

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

ERFO NP YELL 2022-1(3)MT

10 O. ELTAYEBM. SALASM. SALAS

B. OLTMANN JUNE 2025

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

Abutment 1 Abutment 2

N84°41'42"E

170'

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D e f a u lt

I:

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

T U

A L

F

IL

E

X X

G.2

No Scale 2 RG3321-B

-MT. - 10% min.

-Visual - 100%Fillet welds:

Perform non-destructive testing of welds as follows:

electrodes classified E7028.

Perform welding process manual shielded metal arc welding (SMAW) using low hydrogen

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

Welding:

Copper-8-Quinolinolate (Oxine Copper) for timber rub rail.

Provide treated Douglas Fir, Grade 1, Grading Rules Agency - WWPA, WCLIB for all lumber used for timber handrails. Use

Provide hot dipped galvanized fasteners conforming to ASTM A307.

Furnish steel tubes, angles, and bars conforming to ASTM A709.

Bridge Rail, Hand Rail, and Approach Rail:

Furnish welded anchors conforming to ASTM M169.

after fabrication.

Furnish strucutral metal for guard angles and beveled sole plates conforming to ASTM A36. Galvanize guard angle assemblies

Furnish diaphragm anchor bolts conforming to ASTM A307.

Miscellaneous Structural Steel:

Copper Naphthenate (CuN) in Light Oil (Type C Solvent) for timber deck planks.

Treat all timber according to AWPA Use Category System U1 for Use Category 3B Above Ground - Exposed (UC3B). Use structural timber used for timber plank deck.

Provide treated Coastal Region Douglas Fir - Larch Rough Sawn No. 1 Grade, Grading Rules Agency WWPA, WCLIB for all

Galvanize hardware according to AASHTO M 232.

Furnish structural timber conforming to AASHTO M 168.

Structural Timber:

with ASTM A563 Grade C nuts and ASTM F463 washer unless other noted on the plans.

Furnish slip critical, friction type, Class A, field connections conforming to AASHTO M164, Type 1, (ASTM A325 Type 1)

Requiements, 583 (for Zone 2), and 593.

Furnish main load carrying member components subjected to tensile stress conforming to the ASTM A847 Supplemental

Furnish shear connectors conforming to AASHTO M169 (ASTM A108).

for truss steel and floor beam steel system.

Furnish high-strength low alloy corrosion resistant structural steel conforming to AASHTO M 270 (ASTM A709), Grade 50WT

Structural Steel:

plans.

face of any bar of 2 inches, unless noted otherwise on the plans. Minimum splice lengths for all bar sizes are shown on the

Furnish reinforcing steel conforming to AASHTO M 31, or M 322, Grade 60 deformed. Use minimum concrete cover to the

Reinforcing Steel:

Furnish expansion joint filler meeting the requirements of AASHTO M 213.

Joint Fillers:

Provide Type 1L cement for all concrete.

inch, unless noted otherwise on the plans.4

Chamfer exposed edges of all concrete

Furnish structural concrete Class A(AE) with a minimum 28-day compressive strength f'c=4500 psi for abutments.

Cast-in-place Concrete:

MATERIALS:

Accumulated Snowpack Condition

Snow Load: 19 lbs. per cubic foot.

Snow Load:

Ground Surface Category C

Design Wind Speed = 115 MPH

Wind Load:

Live Load Surcharge: 3.8 feet.

At-Rest Pressure: Equivalent to a fluid unit weight of soil = 56 pounds per cubic foot.

Active Pressure: Equivalent to a fluid unit weight of soil = 34 pounds per cubic foot.

Lateral Earth Pressure:

Equestrian Live Load: Patch load of 1 kip over a square area measuring 4 inches on a side.

Pedestrian Live Load: 90 lbs. per square foot.

H-5. Maximum Dynamic Load Allowance (Impact), IM=33%, applied to design truck only.

Live Loads:

Structural Steel: 490 lbs. per cubic foot.

Soil: 120 lbs. per cubic foot.

Concrete: 150 lbs. per cubic foot.

Dead Load:

DESIGN LOADS:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges, 2009 Edition

AASHTO LRFD Bridge Design Specifications, Ninth Edition, 2020.

Design:

SPECIFICATIONS:

GENERAL NOTES

INDEX OF BRIDGE PLAN SHEETS

DRAWING NO. SHEET TITLE

RG3321-J

RG3321-I

RG3321-H

RG3321-G

RG3321-F

RG3321-E

RG3321-D

RG3321-C

RG3321-B

RG3321-A

Rebar List

Approach Rail Details

Rail Details

Miscellaneous Details

Typical Section

Abutment Reinforcement

Abutment Layout

Foundation Layout

General Notes

Plan & Elevation

ESTIMATE OF QUANTITIES

Item No. Item Quantity Unit Notes

20801-0000 Structure Excavation CUYD

Structural Concrete, Class A(AE)

Reinforcing Steel

Pre-Fabricated Steel Bridge

Bridge Railing, Steel (Approach)

CUYD

LBS

LPSM

LNFT

55201-0200

55401-1000

55504-0000

55601-0900 100

ALL

(1)

(1)

(1) Contract Quantity

20304-2000 LPSMALLRemoval of Bridge

(1)LNFTBridge Expansion Joint55235-0000 16

Administration, Western Federal Lands Division.

November 5th, 2024, prepared by the U.S. Department of Transportation, Federal Highway

For boring logs and other geotechnical information, See Geotechnical Report No. GM2624, dated

GEOTECHNICAL REPORT:

AASHTO LRFD Design method "A" for elastomeric pad design.

Furnish steel shim plates that conform to ASTM A36.

elastomer Grade 5 or higher.

Furnish elastomeric bearing pad conforming to AASHTO M 251 with 60 Durometer hardness, Bearings:

SQYD95GRS-IBS, Geosynthetic Reinforcement57401-0000

TON41GRS-IBS, Open-Graded Backfill57402-0000

LPSMALLTemporary Support Structure (Work Bridge)56202-0000

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

:2

J u n e

D e f a

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

T U

A L

F

IL

E

X X

G.3

As Shown 3 RG3321-C

FOUNDATION LAYOUT

Begin Bridge End Bridge

CL

CL Trail

Structure

(typ.)

Concrete footing

FOUNDATION PLAN

N

CL

CL

6'-0"

G a r d n e r R iv e r

FOUNDATION ELEVATION

Begin Bridge

End Bridge

CLAbutment 1

CLAbutment 2 at Structure Centerline

Existing Ground Profile Elev. 5357.00

Elev. 5365.48

(typ.)

Concrete footing

N 84°42'42" E around Open-Graded Backfill

Reinforcement Geotextile wrapped

Backfill

Open Graded drawings.

Verify final elevations with bridge manufacturer's approved shop4.

Provide GRS Reinforcment Geotextile according to Subsection 714.06.3.

Provide GRS Open-Graded Backfill according to Subsection 703.18.2.

Construct Reinforced Soil Foundation according to Subsection 208.08(f).1.

Notes:

Foundation

Reinforced Soil at Structure Centerline

Existing Ground Profile

Abutment 2

Abutment 1

2'-0"

" = 10'Scale:1

" = 1'2

Scale:

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

2'-6"4'-0"4'-0"2'-6"

2'-0"

Fully overlap under footing Extrude Geotextile 1'-0"

2'-0""16

168'-22'-0"

:5

J u n e

D e f a

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

T U

A L

F

IL

E

X X

G.4

3/4" = 1' 4 RG3321-D

ABUTMENT LAYOUT

Bearing

Begin/End Bridge

CL

See Note 1

LC

LC

A

A

(typ.)

Constr. jt.

StructureCL

Elev. B

Elev. A

ELEVATIONS

ELEV. ABUT. 1 ABUT. 2

B

Bearing

Abutment

(typ.)

Constr. jt.

See "MISCELLANEOUS DETAILS"

Expansion Joint

StructureCL

ABUTMENT PLAN

ABUTMENT ELEVATION

SECTION A-A

SECTION B-B

B

B joint details.

See “MISCELLANEOUS DETAILS” sheet for additional expansion6.

appropriate grade and size of anchor rod.

grade 105. Furnish nuts conforming to ASTM A563 for Furnish galvanized anchor rods conforming to ASTM F1554, 5.

height with bridge manufacturer’s approved shop drawings.

bearing assembly to top of deck. Verify backwall and cheekwall Match backwall and cheekwall height to sum of bottom of 4.

may be cast into the footing cheekwall, or holes drilled in the field.

Logger box and conduit line to be installed by others. Bolt inserts 3.

approach rail details.

drilled in the field. See "APPROACH RAIL" sheet for additional reinforcing. Anchor inserts may be cast into the footing, or holes Locate approach rail anchor bolts to avoid conflict with abutment2.

into the footing, or holes drilled in the field.

determined by bridge manufacturer. Anchor inserts may be cast Bearing assembly anchor bolts size, embed depth and locations1.

Notes:

approved shop drawings.

bridge manufacturer's *Verify final elevations with

See Note 2

See Note 3

5357.00

5359.50

5365.48

5367.98

(Abutment 1 shown, Abutment 2 similar)

(Abutment 1 shown, Abutment 2 similar)

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

1'-2" 1'-0" 4'-10"

7'-0"7'-0"

1'-2"1'-0"4'-10"

14'-0"

S e e N o te

4'-10"1'-2" 1'-0" 4'-10" 1'-2"1'-0"

14'-0"

S e e N o te

4'-0" 4'-0"

8'-0"

4"

S e e N o te

8'-0"

2'-0"

2'-0"

D e fa

\T e c h

S e rv ic e s \B ri d g e

\B rd g D g n

\C A

D D

\S e e d

F il e s \P ro je c t\

R X

S

H T

.D

:5

J u n e

T U

A L

F

IL

E

X X

G.5

3/4" = 1' 5 RG3321-E

ABUTMENT REINFORCEMENT

LC Structure

#5A4

A

#4A8

#4A9

ABC

ABC

PLAN

LC Structure

#5A3

A e .f

#6A1 #6A1

#5A2

#4A7

#5A4 (Typ.)

#5A5

ELEVATION

A e .f

#5A2 bott., #4A7 top

(Typ.)

#5A5

" m in m in m in

L a p

#6A1

#5A3

SECTION A-A

A

A e

.f m in

L a p

#5A4

#5A4 m in

2" 2

2"

#5A4

SECTION B-B

m in

L a p

#5A2 bott., #4A7 top

#6A1

#5A6 #5A3

#5A5

SECTION C-C

Key:

n.f. = near face f.f. = far face e.f. = each face

"2

2 "2 m in

L a p

6 Spa. @ 1'-0" = 6'-0"

6 Spa. @ 1'-0" = 6'-0"

S p a

S p a

9" 9"

S p a

9"9"

7"

(Abutment 1 shown, Abutment 2 similar)

(Abutment 1 shown, Abutment 2 similar)

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

11 Spa. @ 1'-0" = 11'-0"

S p a

16 Spa. @ 10" = 13'-4"

16 Spa. @ 5" = 6'-8" 16 Spa. @ 5" = 6'-8"3" 3"

4 Spa. @ 1'-0" = 4'-0""2

"2

:5

J u n e

D e f a

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

T U

A L

F

IL

E

X X

G.6

1" = 1' 6 RG3321-F

TYPICAL SECTION

LC Structure

Timber Rub Rail

Deck

Treated Timber

Floor Beam

Stringer Diagonal Brace

Bottom Chord

Top Chord

S te e l

T r u s s M in

D e p th

TYPICAL SECTION

See “RAILING DETAILS”sheet for additional details.4.

and erecting bridge.

repair any damage to coating due to shipping, handling, After truss installation and timber deck placement, 3.

in accordance with Section 104.

Submit shop drawings for approval before fabrication 2.

illustration purposes only.

The sketch of the bridge typical section is for 1.

Notes:

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

8'-0"

S te e l T ru s s M a x D e p th

:0

J u n e

D e fa

\T e c h

S e rv ic e s \B ri d g e

\B rd g D g n

\C A

D D

\S e e d

F il e s \P ro je c t\

R X

S

H T

.D

T U

A L

F

IL

E

X X

G.7

No Scale 7 RG3321-G

MISCELLANEOUS DETAILS

3" holes @ 1'-0" Spa." Ø 16

CL

GUARD ANGLE

Use one continuous angle to fit full deck width.1.

Guard Angle Note:

(See Detail)

Guard Angle"4

3"x4"x

(See Expansion Joint Plan detail)

"Ø x10" Bolt 6 Spa. @ 1'-0" = 6'-0"2

Treated Timber Deck

5.00%

A beads and silicone band Field-applied silicone corner

"4

L 2"x2"x anchor @ 1'-0"

"Ø x2" stud4

Concrete backwall foam Impregnated on both sides Expoxy adhesive silicone Precompressed

EXPANSION JOINT

width.

and contraction from 2" nominal setting Furnish seal capable of 50% expansion2.

system, as shown.

Provide a water tight, continuous seal1.

Expansion Joint Note:

at time of expansion joint installation.

Note: Temperature is ambient temperature

"4

Temperature (°F) "A" (in.)

TEMPERATURE SETTING TABLE

"8

"8

"16

"2

"16

"8

"8

Treated Timber Deck

(See Detail)

Guard Angle"4

3"x5"x silicone Precompressed

"4

L 2"x2"x

Concrete backwall

StructureLC

" Ø x10" Bolt2

" Ø stud anchor4

2"x

EXPANSION JOINT PLAN

"4

Guard angle & L 2"x2"x

BearingLC

BearingLC

BearingLC

Steel Plate

Laminated Bearing Pad

EXPANSION TOP PLATE

EXPANSION BOTTOM PLATE

FIXED TOP & BOTTOM &

Furnish and install bearings.4.

bearing.

Furnish galvanized steel for all exposed surfaces of steel for3.

prior to installation.

Submit sketch and design of bearing to the CO for approval,2.

The sketch of the bearing is for illustration only.1.

Bearing Note:

BEARING

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

6 Spa. @ 1'-0" = 6'-0"

8 Spa. @ 1'-0" = 8'-0"

8'-0"

:0

J u n e

D e f a

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

T U

A L

F

IL

E

X X

As Shown 8 RG3321-H

RAIL DETAILS

A

A

RAILING SYSTEM ELEVATION

" = 1'2

Scale:

SECTION A-A

" = 1'1Scale:

S p a

"8

L 1"x1"x

1"x4"

Timber Rub Rail

Treated Timber Deck

Bottom Chord

Top Chord

Floor Beam

Stringer drawing of the truss.

Match height of rail shown with approved shop7.

prior to fabrication.

Submit shop drawings to the CO for approval6.

timber rub rail.

Sand and smooth all exposed surface of the5.

bridge. Stagger the joints of the rail at a 5’ offset.

with field adjustments to fit the length of the Provide timber rub rails typically 15’ in length4.

Treat all timber after fabrication.3.

superstructure.

to the horizontal and vertical alignment of the Shop fabricate structural steel angle L 1”x 1”x 1/8"2.

illustration purposes only.

The sketch of the bridge railing system is for1.

Notes:

G.8

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

:0

J u n e

D e fa

\T e c h

S e rv ic e s \B ri d g e

\B rd g D g n

\C A

D D

\S e e d

F il e s \P ro je c t\

R X

S

H T

.D

T U

A L

F

IL

E

X X

G.9

As Shown 9 RG3321-I

APPROACH RAIL DETAILS

APPROACH RAIL PLAN

20' Approach Rail

20' Approach Rail

40' Approach Rail

5.00%

Concrete Backwall

Concrete Footings (Typ.)

" Ø x9" Anchor Bolt2

Detail A

"4

2 L 2"x2"x

"4

2 L 2"x2"x " Steel Bar8

1"x

S p a

5"x5" Vertical Steel Post

Timber Rub Rail

APPROACH RAIL ELEVATION

" = 1'4

Scale:

SECTION A-A

A

A

R

Anchor Bolt

" Ø x9"2

#4R2

SECTION B-B

B B

Rail

Timber Rub

"4

2 L 2"x2"x

"4

2 L 2"x2"x

Bar

"x1" Steel8

#3R1

#4R2

" = 1'Scale:3

DETAIL A

" = 1'Scale:3

" = 1'2

Scale:1

2" 6" 1

2"

2"

" = 1'16

Scale:

Furnish and install approach rail footings.10.

Match grade of approach rail to grade of trail.9.

manufacturer's approved shop drawings.

rail height and approach rail locations with bridge

Verify rubshop drawing of the bridge timber rub rail.

Match height of timber rub rail shown with approved8.

to fabrication.

Submit shop drawings to the CO for approval prior7.

Top all other vertical posts with a flat, ornamental cap.

diameter of steel spherical head to width of vertical post.

posts at beginning of each approach rail. Match Furnish steel spherical heads atop the vertical steel6.

rail.

field adjustments to fit the length of each approach Provide timber rub rails typically 10’ in length with5.

smooth all exposed surface of the timber rub rail.

Treat timber rub rail after fabrication. Sand and4.

approach rail.

to the horizontal and vertical alignment of the Shop fabricate structural steel angle L 2”x 2”x ¼”3.

Grade 50W for approach rail steel.

conforming to AASHTO M 270 (ASTM A709), Furnish high-strength low-alloy structural steel2.

illustration purposes only.

The sketch of the approach railing system is for1.

Notes:

See Note 6

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

° 1

75°

10'-0" 10'-0"

8 Spa. @ 1'-2" = 9'-4"

1'-5" Ø

S p a

3" 3"

1'-5"

"2

9"

:0

J u n e

D e fa

\T e c h

S e rv ic e s \B ri d g e

\B rd g D g n

\C A

D D

\S e e d

F il e s \P ro je c t\

R X

S

H T

.D

T U

A L

F

IL

E

X X

G.10

No Scale 10 RG3321-J

REBAR LIST

ABUTMENT 1

#6A1

B C D E F G H J O K

6 2 FOOTING LONG. BOTT.

FOOTING TRANS. BOTT.25#5A2

FOOTING LONG. TOP25#5A3

VERT. IN ALL WALLS175#5A4

FOOTING HORZ.STR5#5A5

FOOTING HORZ.STR5#5A6

FOOTING TRANS. TOP24#4A7

BACKWALL HORZ.STR4#4A8

CHEEKWALL HORZ.4#4A9

REINFORCING STEEL SCHEDULE DIMENSION TABLE

SIZE TYP PIN SZ LOCATION QTY LENGTH WEIGHTBAR MK A

O K J H G F E D C B

ABUTMENT 2

SIZE TYP PIN SZ LOCATION QTY LENGTH WEIGHTBAR MK A

SUBTOTAL LBS

#6A1 6 2 FOOTING LONG. BOTT.

FOOTING TRANS. BOTT.25#5A2

FOOTING LONG. TOP25#5A3

VERT. IN ALL WALLS175#5A4

FOOTING HORZ.STR5#5A5

FOOTING HORZ.STR5#5A6

FOOTING TRANS. TOP24#4A7

BACKWALL HORZ.STR4#4A8

CHEEKWALL HORZ.4#4A9

SUBTOTAL LBS

O K J H G F E D C B

APPROACH RAIL

SIZE TYP PIN SZ LOCATION QTY LENGTH WEIGHTBAR MK A

#3R1 3 T2 TIE

VERT.STR4#4R2

LBSSUBTOTAL

B

C

D

OPTIONAL LEG

TYPE 17

A

B

C

D

E

G

TYPE T2

GA

B

TYPE 2

0'-4½"

0'-3¾"

0'-3¾"

0'-3¾"

0'-3"

0'-3"

0'-4½"

0'-3¾"

0'-3¾"

0'-3¾"

0'-3"

0'-3"

0'-2"

B

STR

VERTICALVERT.

TRANSVERSETRANS.

LONGITUDINALLONG.

HORIZONTALHORZ.

BOTTOMBOTT.

Legend:

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESCUE CREEK PEDESTRIAN BRIDGE

PARK COUNTY, MONTANA

YELLOWSTONE NATIONAL PARK

DRAWING NO.

:1

J u n e

D e f a

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

GPS

N

North Entrance Station

Wilson Wy

Robert Reamer Ave and trail realignment

Bridge replacement

END PROJECT

BEGIN PROJECT

G a r d n e r R iv e r

Scale in feet

400200075150

N O

R T

H E

N T

R A

N C

E R

O A

D and closed to the public currently inaccessible

Road to the south is

ROAD

CLOSED

ROAD

CLOSED

R11-2 Road Closed

Type 3 Barricade

"MAIN 05" 100+00

"MAIN 05" 104+20

1 m ile to

G ardiner m ile s to

M a m m o th

:0

M a y

V p w w o r k

\d

\m t-e p y e ll tt c .d g n

PLAN

TEMPORARY TRAFFIC CONTROL

PROJECT

H.1

Proj-Num: