Amendment A004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A004 06/22/2026 N/A See Blk 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056726B000001

9B. DATED (SEE ITEM 11)

05/12/2026

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

WA NP MORA 11(1), Fryingpan Creek Bridge

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A004, dated 06/22/2026 WA NP MORA 11(1), Solicitation No. 69056726B000001 Fryingpan Creek Bridge

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-7 through A-18. Deleted and replaced entirely.

SPECIAL CONTRACT REQUIREMENTS

Page iii, Table of Contents. Division 202 added.

Page F-3a, Subsection 202 Additional Clearing and Grubbing. Added page.

Page F-37, Subsection 555.07 Fabrication. Additional language added.

Page F-86, Reserved. Page is removed entirely.

PLANS

Plan sheet #A.4. Adds additional information.

Plan sheet #B.1 through B.6. Updates the Summary of Quantities.

Plan sheet #S.01. Adds additional information.

Plan sheet #S.02. Adds additional information.

Plan sheet #S.32. Adds additional information.

ENCLOSURES

Pages:

A-7 through A-18

F-3a

F-37

Plan Sheets:

A.4

B.1 through B.6

S.01 through S.02

S.32

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

BID SCHEDULE

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-7 Revised by Amendment A003 and A004

A003 and Amendment A004

Project No : WA NP MORA 11(1) Schedule : A

Project Name : Fryingpan Creek Bridge Schedule Type : Base

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

55203-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-0900 BRIDGE RAILING, STEEL (YELLOWSTONE PICKET RAIL)

56401-1000 BEARING DEVICE, ELASTOMERIC

56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

60901-2900 CURB, STONE, TYPE 1, 6-INCH DEPTH

62001-1000 CLASS B MASONRY, ROCK FACE FINISH

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION ALL LPSM

A0120 15201-0000 CONSTRUCTION

SURVEY AND STAKING ALL LPSM

A0140 15301-0000 CONTRACTOR QUALITY

CONTROL ALL LPSM

A0160 15401-0000 CONTRACTOR TESTING ALL LPSM

A0180 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

A0200 15702-6000

SOIL EROSION

CONTROL,

TEMPORARY STREAM

DIVERSION

ALL LPSM

A0220 15703-2500

SOIL EROSION

CONTROL, MULCHING,

HYDRAULIC METHOD

0.500 ACRE

A0240 15705-0100 SOIL EROSION

CONTROL, SILT FENCE 830.000 LNFT

A0260 15705-1400 SOIL EROSION

CONTROL, FIBER ROLL 200.000 LNFT

A0280 15706-0200 SOIL EROSION

CONTROL, CHECK DAM

(FIBER ROLL) 70.000 EACH

A0300 15706-1100

SOIL EROSION

CONTROL, INLET

PROTECTION TYPE A

4.000 EACH

A0320 15706-1600

SOIL EROSION

CONTROL, STABILIZED

CONSTRUCTION EXIT

3.000 EACH

A0340 15706-2300

SOIL EROSION

CONTROL, ON-SITE

CONCRETE WASHOUT

STRUCTURE

3.000 EACH

A0360 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

A0380 20101-0000 CLEARING AND

GRUBBING 2.300 ACRE

A004 A0390 20203-0000 SELECTIVE CLEARING (TREE LIMBING) 4.200 MILE

A0400 20301-2400 REMOVAL OF SIGN 7.000 EACH

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-8

A0420 20303-3500 REMOVAL OF STONE

MASONRY

(AND SALVAGE) 20.000 SQYD

A0440 20304-2000 REMOVAL OF BRIDGE ALL LPSM

A003 A0460 20401-0000 ROADWAY

EXCAVATION 18,000.000 CUYD

A0480 20465-0000 CONSERVE AND PLACE

BOULDER

(EXCAVATED) 30.000 EACH

A0500 20465-0000 CONSERVE AND PLACE

BOULDER

(SURFACE) 52.000 EACH

A0520 20701-0100

SEPARATION-

STABILIZATION

GEOTEXTILE, CLASS 1,

TYPE A

200.000 SQYD

A0540 20701-0800

SEPARATION-

STABILIZATION

GEOTEXTILE, CLASS 2,

TYPE C

900.000 SQYD

A0560 20801-0000 STRUCTURE

EXCAVATION 670.000 CUYD

A0580 20810-0000 SHORING AND

BRACING ALL LPSM

A003 A0600 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

300.000 SQYD

A0620 25101-0200 PLACED RIPRAP,

METHOD A, CLASS 2 50.000 CUYD

A0640 25101-0500 PLACED RIPRAP,

METHOD A, CLASS 5 900.000 CUYD

A003 A0660 25501-0000

MECHANICALLY

STABILIZED EARTH

WALL

4,600.000 SQFT

A0680 25701-0200

CONTRACTOR

FURNISHED

MECHANICALLY

STABILIZED EARTH

WALL DESIGN

ALL LPSM

A0700 30201-2000

ROADWAY

AGGREGATE, METHOD

1,300.000 CUYD

A0720 30302-1000 DITCH

RECONDITIONING 650.000 LNFT

A0740 40301-0100 ASPHALT CONCRETE

PAVEMENT, TYPE 1 1,100.000 TON

A0760 40303-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1,

WEDGE AND LEVELING

COURSE

100.000 TON

A0780 41201-0000 TACK COAT 2.000 TON

A0800 41301-0000 ASPHALT PAVEMENT

MILLING

(VARIABLE UP TO 4-

INCH DEPTH) 1,400.000 SQYD

A0820 55201-0200

STRUCTURAL

CONCRETE, CLASS A

(AE)

215.000 CUYD

A0840 55201-0800

STRUCTURAL

CONCRETE, CLASS D

(AE)

312.000 CUYD

A0860 55203-2000

STRUCTURAL

CONCRETE, CLASS D

(AE), FOR APPROACH

SLABS, TYPE 2

39.000 CUYD

A0880 55235-0000 EXPANSION JOINTS 60.000 LNFT

A0900 55401-1000 REINFORCING STEEL 25,000.000 LB

A0920 55401-2000 REINFORCING STEEL,

EPOXY COATED 84,500.000 LB

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-9

A0940 55502-0000

STRUCTURAL STEEL,

FURNISHED,

FABRICATED, AND

ERECTED

591,000.000 LB

A0960 55601-0900

BRIDGE RAILING,

STEEL (YELLOWSTONE

PICKET RAIL)

(YELLOWSTONE

PICKET RAIL) 413.000 LNFT

A0980 56401-1000 BEARING DEVICE,

ELASTOMERIC 8.000 EACH

A1000 56501-0600 DRILLED SHAFT, 48-

INCH DIAMETER 417.000 LNFT

A1020 57502-0000 TEMPORARY BRIDGE (WORK BRIDGE) ALL LPSM

A1040 60201-0400 12-INCH PIPE CULVERT 25.000 LNFT

A1060 60201-0600 18-INCH PIPE CULVERT 30.000 LNFT

A1080 60201-0800 24-INCH PIPE CULVERT 270.000 LNFT

A1100 60210-0600 END SECTION FOR 18-

INCH PIPE CULVERT

(CONCRETE) 1.000 EACH

A1120 60210-0800 END SECTION FOR 24-

INCH PIPE CULVERT

(CONCRETE) 6.000 EACH

A1140 60212-0600 ELBOW, 18-INCH 1.000 EACH

A1160 60404-1000 CATCH BASIN, FLH

TYPE 1

(METAL FRAME AND

GRATE TYPE A) 2.000 EACH

A1180 60901-2900 CURB, STONE, TYPE 1,

6-INCH DEPTH 219.000 LNFT

A1200 60901-3500 CURB, STONE, TYPE 1,

12-INCH DEPTH 750.000 LNFT

A003 A1220 61301-0000

SIMULATED STONE

MASONRY SURFACE

TREATMENT

240.000 SQYD

A1240 61302-0000 SIMULATED STONE

MASONRY TEST WALL 1.000 EACH

A1260 61501-0100 SIDEWALK, CONCRETE 300.000 SQYD

A1280 61504-1000 ACCESSIBILITY RAMP,

CONCRETE 20.000 SQYD

A1300 61509-0000 DETECTABLE WARNING

PANELS 3.000 SQYD

A1320 62001-1000 CLASS B MASONRY,

ROCK FACE FINISH 8.000 CUYD

A1340 62010-1000 STONE MASONRY

GUARDWALL 190.000 LNFT

A1360 62010-1000 STONE MASONRY

GUARDWALL

(CONCRETE CORE) 310.000 LNFT

A1380 62011-0500

STONE MASONRY

HEADWALL FOR 24-

INCH PIPE CULVERT

6.000 EACH

A1400 62201-0250

DUMP TRUCK, 10 CUBIC

YARD MINIMUM

CAPACITY

124.000 HOUR

A1420 62201-0600

BACKHOE LOADER, 8

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 30-INCH

WIDTH

100.000 HOUR

A1440 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

24.000 HOUR

A1460 62201-3150

HYDRAULIC

EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC

YARD MINIMUM

CAPACITY WITH THUMB

ATTACHMENT

100.000 HOUR

A1480 62301-0000 GENERAL LABOR 100.000 HOUR

A1500 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(FISH BIOLOGIST) 100.000 HOUR

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-10

A1520 62405-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

7,400.000 SQYD

A1540 62502-0000 TURF ESTABLISHMENT 12,500.000 SQYD

A1560 62901-1000

ROLLED EROSION

CONTROL PRODUCT,

TYPE 3.B

5,400.000 SQYD

A1580 63302-0000 SIGN SYSTEM 40.000 SQFT

A1600 63316-1000 REMOVE AND RESET

SIGN 5.000 EACH

A1620 63318-1000 SNOW POLE HOLDER 14.000 EACH

A1640 63401-0300 PAVEMENT MARKINGS,

TYPE B, SOLID

(WHITE) 9,700.000 LNFT

A1660 63401-0300 PAVEMENT MARKINGS,

TYPE B, SOLID

(YELLOW) 5,100.000 LNFT

A1680 63401-0400 PAVEMENT MARKINGS,

TYPE B, BROKEN 270.000 LNFT

A1700 63403-0900 PAVEMENT MARKINGS,

TYPE I 150.000 SQFT

A1720 63405-0850

PAVEMENT MARKINGS,

TYPE B, ACCESSIBILITY

SYMBOL

2.000 EACH

A1740 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

(8 FEET WIDE)

10.000 EACH

A1760 63502-0900

TEMPORARY TRAFFIC

CONTROL, CONE, TYPE

28-INCH

60.000 EACH

A1780 63502-1250

TEMPORARY TRAFFIC

CONTROL, TUBULAR

MARKER, TYPE 42-INCH

12.000 EACH

A1800 63502-1300 TEMPORARY TRAFFIC

CONTROL, DRUM 100.000 EACH

A1820 63502-1500

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE A

12.000 EACH

A1840 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

10.000 EACH

A1860 63502-1700

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE C

100.000 EACH

A1880 63502-2000

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

3.000 EACH

A1900 63502-3100

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

SIGNAL SYSTEM

1.000 EACH

A1920 63503-0700

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

60.000 LNFT

A1940 63503-1000

TEMPORARY TRAFFIC

CONTROL, PLASTIC

FENCE

(ORANGE,

PERIMETER) 2,100.000 LNFT

A1960 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

710.000 SQFT

A1980 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 2,500.000 HOUR

A2000 63507-0700

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL SUPERVISOR

550.000 DAY

A2020 63610-0000 CONDUIT (8-INCH HDPE) 330.000 LNFT

A2040 63621-1000 UTILITY BOX, PULLBOX 4.000 EACH

A2060 63701-0000 FIELD OFFICE 37.000 EACH

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-11

A2080 64603-0500 FIXTURE, BICYCLE

STORAGE RACK 3.000 EACH

A2100 64604-3000 FIXTURE, PEDESTRIAN

RAILING

(STONE-TIMBER) 300.000 LNFT

A2120 64703-1000 MITIGATION,

LANDSCAPING LOG 63.000 EACH

A2140 64703-8000 MITIGATION, BANK

STABILIZATION

(DEFLECTOR LOG

STRUCTURE) 1.000 EACH

A2160 64707-1000

MITIGATION,

ARCHAEOLOGICAL

SITE MONITORING

100.000 HOUR

Submitted By: Schedule Total:

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-12

Project No : WA NP MORA 11(1) Schedule : B

Project Name : Fryingpan Creek Bridge Schedule Type : Base

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

55203-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-0900 BRIDGE RAILING, STEEL (YELLOWSTONE PICKET RAIL)

56401-1000 BEARING DEVICE, ELASTOMERIC

56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

60901-2900 CURB, STONE, TYPE 1, 6-INCH DEPTH (STONE CURB AT BRIDGE)

62001-1000 CLASS B MASONRY, ROCK FACE FINISH

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

B0100 15101-0000 MOBILIZATION ALL LPSM

B0120 15201-0000 CONSTRUCTION

SURVEY AND STAKING ALL LPSM

B0140 15301-0000 CONTRACTOR QUALITY

CONTROL ALL LPSM

B0160 15401-0000 CONTRACTOR TESTING ALL LPSM

B0180 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

B0200 15702-6000

SOIL EROSION

CONTROL,

TEMPORARY STREAM

DIVERSION

ALL LPSM

B0220 15703-2500

SOIL EROSION

CONTROL, MULCHING,

HYDRAULIC METHOD

0.500 ACRE

B0240 15705-0100 SOIL EROSION

CONTROL, SILT FENCE 830.000 LNFT

B0260 15705-1400 SOIL EROSION

CONTROL, FIBER ROLL 200.000 LNFT

B0280 15706-0200 SOIL EROSION

CONTROL, CHECK DAM

(FIBER ROLL) 70.000 EACH

B0300 15706-1100

SOIL EROSION

CONTROL, INLET

PROTECTION TYPE A

4.000 EACH

B0320 15706-1600

SOIL EROSION

CONTROL, STABILIZED

CONSTRUCTION EXIT

3.000 EACH

B0340 15706-2300

SOIL EROSION

CONTROL, ON-SITE

CONCRETE WASHOUT

STRUCTURE

3.000 EACH

B0360 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

B0380 20101-0000 CLEARING AND

GRUBBING 2.300 ACRE

A004 B0390 20203-0000 SELECTIVE CLEARING (TREE LIMBING) 4.200 MILE

B0400 20301-2400 REMOVAL OF SIGN 7.000 EACH

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-13

B0420 20303-3500 REMOVAL OF STONE

MASONRY

(AND SALVAGE) 20.000 SQYD

B0440 20304-2000 REMOVAL OF BRIDGE ALL LPSM

A003 B0460 20401-0000 ROADWAY

EXCAVATION 18,000.000 CUYD

B0480 20465-0000 CONSERVE AND PLACE

BOULDER

(EXCAVATED) 30.000 EACH

B0500 20465-0000 CONSERVE AND PLACE

BOULDER

(SURFACE) 52.000 EACH

B0520 20701-0100

SEPARATION-

STABILIZATION

GEOTEXTILE, CLASS 1,

TYPE A

200.000 SQYD

B0540 20701-0800

SEPARATION-

STABILIZATION

GEOTEXTILE, CLASS 2,

TYPE C

900.000 SQYD

B0560 20801-0000 STRUCTURE

EXCAVATION 720.000 CUYD

B0580 20810-0000 SHORING AND

BRACING ALL LPSM

A003 B0600 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

300.000 SQYD

B0620 25101-0200 PLACED RIPRAP,

METHOD A, CLASS 2 50.000 CUYD

B0640 25101-0500 PLACED RIPRAP,

METHOD A, CLASS 5 900.000 CUYD

A003 B0660 25501-0000

MECHANICALLY

STABILIZED EARTH

WALL

4,600.000 SQFT

B0680 25701-0200

CONTRACTOR

FURNISHED

MECHANICALLY

STABILIZED EARTH

WALL DESIGN

ALL LPSM

B0700 30201-2000

ROADWAY

AGGREGATE, METHOD

1,300.000 CUYD

B0720 30302-1000 DITCH

RECONDITIONING 650.000 LNFT

B0740 40301-0100 ASPHALT CONCRETE

PAVEMENT, TYPE 1 1,100.000 TON

B0760 40303-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1,

WEDGE AND LEVELING

COURSE

100.000 TON

B0780 41201-0000 TACK COAT 2.000 TON

B0800 41301-0000 ASPHALT PAVEMENT

MILLING

(VARIABLE UP TO 4-

INCH DEPTH) 1,400.000 SQYD

B0820 55201-0200

STRUCTURAL

CONCRETE, CLASS A

(AE)

216.000 CUYD

B0840 55201-0800

STRUCTURAL

CONCRETE, CLASS D

(AE)

312.000 CUYD

B0860 55203-2000

STRUCTURAL

CONCRETE, CLASS D

(AE), FOR APPROACH

SLABS, TYPE 2

39.000 CUYD

B0880 55235-0000 EXPANSION JOINTS 60.000 LNFT

B0900 55401-1000 REINFORCING STEEL 27,000.000 LB

B0920 55401-2000 REINFORCING STEEL,

EPOXY COATED 84,500.000 LB

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-14

B0940 55502-0000

STRUCTURAL STEEL,

FURNISHED,

FABRICATED, AND

ERECTED

591,000.000 LB

B0960 55601-0900

BRIDGE RAILING,

STEEL (YELLOWSTONE

PICKET RAIL)

(YELLOWSTONE

PICKET RAIL) 413.000 LNFT

B0980 56401-1000 BEARING DEVICE,

ELASTOMERIC 8.000 EACH

B1000 56501-0600 DRILLED SHAFT, 48-

INCH DIAMETER 417.000 LNFT

B1020 57502-0000 TEMPORARY BRIDGE (WORK BRIDGE) ALL LPSM

B1040 60201-0400 12-INCH PIPE CULVERT 25.000 LNFT

B1060 60201-0600 18-INCH PIPE CULVERT 30.000 LNFT

B1080 60201-0800 24-INCH PIPE CULVERT 270.000 LNFT

B1100 60210-0600 END SECTION FOR 18-

INCH PIPE CULVERT

(CONCRETE) 1.000 EACH

B1120 60210-0800 END SECTION FOR 24-

INCH PIPE CULVERT

(CONCRETE) 6.000 EACH

B1140 60212-0600 ELBOW, 18-INCH 1.000 EACH

B1160 60404-1000 CATCH BASIN, FLH

TYPE 1

(METAL FRAME AND

GRATE TYPE A) 2.000 EACH

B1180 60901-2900

CURB, STONE, TYPE 1,

6-INCH DEPTH (STONE

CURB AT BRIDGE)

(STONE CURB AT

BRIDGE) 219.000 LNFT

B1200 60901-3500 CURB, STONE, TYPE 1,

12-INCH DEPTH 750.000 LNFT

B1220 61501-0100 SIDEWALK, CONCRETE 300.000 SQYD

B1240 61504-1000 ACCESSIBILITY RAMP,

CONCRETE 20.000 SQYD

B1260 61509-0000 DETECTABLE WARNING

PANELS 3.000 SQYD

B1280 62001-1000 CLASS B MASONRY,

ROCK FACE FINISH 52.000 CUYD

A003 B1300 62001-1000 CLASS B MASONRY,

ROCK FACE FINISH

(MSE WALL) 40.000 CUYD

B1320 62010-1000 STONE MASONRY

GUARDWALL 190.000 LNFT

B1340 62010-1000 STONE MASONRY

GUARDWALL

(CONCRETE CORE) 310.000 LNFT

B1360 62011-0500

STONE MASONRY

HEADWALL FOR 24-

INCH PIPE CULVERT

6.000 EACH

B1380 62201-0250

DUMP TRUCK, 10 CUBIC

YARD MINIMUM

CAPACITY

124.000 HOUR

B1400 62201-0600

BACKHOE LOADER, 8

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 30-INCH

WIDTH

100.000 HOUR

B1420 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

24.000 HOUR

B1440 62201-3150

HYDRAULIC

EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC

YARD MINIMUM

CAPACITY WITH THUMB

ATTACHMENT

100.000 HOUR

B1460 62301-0000 GENERAL LABOR 100.000 HOUR

B1480 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(FISH BIOLOGIST) 100.000 HOUR

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-15

B1500 62405-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

7,400.000 SQYD

B1520 62502-0000 TURF ESTABLISHMENT 12,500.000 SQYD

B1540 62901-1000

ROLLED EROSION

CONTROL PRODUCT,

TYPE 3.B

5,400.000 SQYD

B1560 63302-0000 SIGN SYSTEM 40.000 SQFT

B1580 63316-1000 REMOVE AND RESET

SIGN 5.000 EACH

B1600 63318-1000 SNOW POLE HOLDER 14.000 EACH

B1620 63401-0300 PAVEMENT MARKINGS,

TYPE B, SOLID

(WHITE) 9,700.000 LNFT

B1640 63401-0300 PAVEMENT MARKINGS,

TYPE B, SOLID

(YELLOW) 5,100.000 LNFT

B1660 63401-0400 PAVEMENT MARKINGS,

TYPE B, BROKEN 270.000 LNFT

B1680 63403-0900 PAVEMENT MARKINGS,

TYPE I 150.000 SQFT

B1700 63405-0850

PAVEMENT MARKINGS,

TYPE B, ACCESSIBILITY

SYMBOL

2.000 EACH

B1720 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

(8 FEET WIDE)

10.000 EACH

B1740 63502-0900

TEMPORARY TRAFFIC

CONTROL, CONE, TYPE

28-INCH

60.000 EACH

B1760 63502-1250

TEMPORARY TRAFFIC

CONTROL, TUBULAR

MARKER, TYPE 42-INCH

12.000 EACH

B1780 63502-1300 TEMPORARY TRAFFIC

CONTROL, DRUM 100.000 EACH

B1800 63502-1500

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE A

12.000 EACH

B1820 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

10.000 EACH

B1840 63502-1700

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE C

100.000 EACH

B1860 63502-2000

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

3.000 EACH

B1880 63502-3100

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

SIGNAL SYSTEM

1.000 EACH

B1900 63503-0700

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

60.000 LNFT

B1920 63503-1000

TEMPORARY TRAFFIC

CONTROL, PLASTIC

FENCE

(ORANGE,

PERIMETER) 2,100.000 LNFT

B1940 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

710.000 SQFT

B1960 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 2,500.000 HOUR

B1980 63507-0700

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL SUPERVISOR

550.000 DAY

B2000 63610-0000 CONDUIT (8-INCH HDPE) 330.000 LNFT

B2020 63621-1000 UTILITY BOX, PULLBOX 4.000 EACH

B2040 63701-0000 FIELD OFFICE 37.000 EACH

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-16

B2060 64603-0500 FIXTURE, BICYCLE

STORAGE RACK 3.000 EACH

B2080 64604-3000 FIXTURE, PEDESTRIAN

RAILING

(STONE-TIMBER) 300.000 LNFT

B2100 64703-1000 MITIGATION,

LANDSCAPING LOG 63.000 EACH

B2120 64703-8000 MITIGATION, BANK

STABILIZATION

(DEFLECTOR LOG

STRUCTURE) 1.000 EACH

B2140 64707-1000

MITIGATION,

ARCHAEOLOGICAL

SITE MONITORING

100.000 HOUR

Submitted By: Schedule Total:

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-17

Total-Schedule(s) and Option(s) Bid Total

Schedule A, Schedule B $0.00

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base $0.00

Schedule Bid Total

Schedule B - Base $0.00

Bid Schedule Project: WA NP MORA 11(1), Fryingpan Creek Bridge

A-18

Revised by Amendment A004

F-3a

Special Contract Requirements Project: WA NP MORA 11(1), Fryingpan Creek Bridge

Section 202. — ADDITIONAL CLEARING AND GRUBBING

Description

202.01 Delete the first sentence and substitute the following:

This work consists of removing tree limbs outside the clearing limits specified in Section 201 that impact the vertical clearance of construction vehicles on Sunrise Road between the intersection with Highway 410 and the project limits.

F-37 DIVISION 550

Special Contract Requirements Project: WA NP MORA 11(1), Fryingpan Creek Bridge

Section 555. — STEEL STRUCTURES

11/01/24–FP14

Construction Requirements

555.03 Drawings and Diagrams.

(b) Erection drawings. Add the following:

Ensure the maximum allowable wind speed for erection is shown in the drawings and calculations.

(c) Camber Diagram. Add the following:

Ensure that the final deck grades will be achieved. Submit girder camber and elevations at 10th point locations to the CO prior to placement of deck forms and falsework.

555.07 Fabrication. Delete the first sentence of the first paragraph and substitute the following:

Fabricate structural steel in a fabricating plant that is certified in IBR, Certified Bridge Fabricator Intermediate (Major), under the AISC, Quality Certification Program. Provide and fabricate fracture critical elements according to AASHTO, LRFD Bridge Design Specifications and Clause 12 of the AASHTO/AWS D1.5, Bridge Welding Code.

555.13 Welded Connections. Delete this Subsection and substitute the following:

Welded Connections. Conform to AASHTO/AWS D1.5, Bridge Welding Code. Install shear connector studs according to Chapter 9 of AASHTO/AWS D1.5. Perform preproduction testing according to Subsection 9.7.1 and inspect installed studs according to Subsection 9.8.

555.16 Connections Using High-Strength Bolts. Delete the first paragraph of Subsection (c) and substitute the following:

(c) Installation. Use fasteners of the same rotation-capacity lot number for each connection.

Protect fasteners from dirt and moisture. Only remove the fasteners from protected storage that are to be installed and tensioned during a work shift. Return unused fasteners to protected storage at the end of each shift. Tension within 10 days of snugging. If there is longer than 10 days between snugging and tension, remove representative assemblies from the work and conduct new PIV tests. Do not remove as-delivered lubricant from fasteners. Discard and replace fasteners for slip-critical connections that accumulate rust or dirt before installing.

Snug-tighten all assemblies using the same means and methods as proven in the PIV test. Start snugging with the most rigid part of the connection and proceeding to the free edges. Repeat the snug-tightening sequence until the entire connection is in a snug-tight condition.

N

PROJECT LOCATION

See Sheet A.8

Ohanapecosh Yard: 46°43'49.50"N, 121°34'10.55"W

Stockpiling site for stone masonry

Secondary source: 46°46'09.3"N, 121°40'44.5"W

Secondary source: 46°46'05.8"N, 121°40'31.2"W

Primary source: 46°46'16.9"N, 121°41'28.3"W

Avalanche chutes on Stevens Canyon Road used in Stone Curb and Stone Masonry

Government-provided sources of raw, unprocessed rocks

See Sheet A.7

Gravel pullout: 46°53'30.0"N, 121°35'36.5"W

Staging and stockpiling site

Scale in miles

See Sheet A.9

McCullough Seed Orchard: 47°04'20.3"N, 121°35'20.8"W

Staging and stockpiling site for trees

See Sheet A.10

Cayuse Pass pullout: 46°51'53.3"N 121°31'58.1"W

Staging and stockpiling site for topsoil and trees

See Section 202 between SR 410 and project location

Remove tree limbs as directed along Sunrise Road

Scale in miles

4 4 8 12

X

STEVENS

CANYON

R O

A D

F a ll s

M a r th a

C a n y o n

B o x

Patriarchs

Grove of the

Campground

Ohanapecosh

O w y h ig h

LakesTrail

ROAD

Entrance

White River

PARADISE

V A L L E Y R O

A D

L a k e

R e fl e c ti o n

Campground

Ranger Station &

Cougar Rock

RAINIER

MOUNT

LONGMIRE

ASHFORD

See Sheets A.5 and A.6

FRYINGPAN CREEK BRIDGE

Campground

Ranger Station &

White River

Entrance

Nisqually

Ranger Station

Carbon River

RISE

S U

N

C R

Y S T A L M

O U

N T A

IN

B

L V

D

Condition may differ at the time of rock harvest.

NOTE: Avalanche chute photo shown is illustrative.

U S F

S R

SHEET 1 OF 2

Revised by Amendment A004

:1

A

M

J u n e

V ic in it y

M a p

S ta g in g

S to c k p il in g a n d M a te r ia l S o u r c e c p w w o r k w f l\ d

\m o r a

A

.1

.d g n

VICINITY MAP

PROJECT

NUMBER

SHEET

A.4

NPS DRWG. NO. 105/197408 NPS PMIS NO. 239144

WA NP MORA 11(1)

NPS PMIS No. 239144 NPS Drwg. No. 105/197408

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION S

PLAN-

PROFILE PARKING

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE BID

SCHEDULE

A0100 15101-0000 MOBILIZATION LPSM ALL

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION LPSM ALL ALL

A0220 15703-2500 SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD ACRE 0.5 0.5

A0240 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 750 80 830

A0260 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 180 20 200

A0280 15706-0200 SOIL EROSION CONTROL, CHECK DAM,(FIBER ROLL) EACH 66 4 70

A0300 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A EACH 2 2 4

A0320 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 3 3

A0340 15706-2300 SOIL EROSION CONTROL, ON-SITE CONCRETE WASHOUT STRUCTURE EACH 3 3

A0360 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0380 20101-0000 CLEARING AND GRUBBING ACRE 1.5 0.7 0.1 2.3

A004 A0390 20203-0000 SELECTIVE CLEARING,(TREE LIMBING) MILE 4.2

A0400 20301-2400 REMOVAL OF SIGN EACH 7 7

A0420 20303-3500 REMOVAL OF STONE MASONRY,(AND SALVAGE) SQYD 15 5 20

A0440 20304-2000 REMOVAL OF BRIDGE LPSM ALL ALL

A003 A0460 20401-0000 ROADWAY EXCAVATION CUYD 10572 5569 1859 18000

A0480 20465-0000 CONSERVE AND PLACE BOULDER,(EXCAVATED) EACH 30 30

A0500 20465-0000 CONSERVE AND PLACE BOULDER,(SURFACE) EACH 52 52

A0520 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 148 52 200

A0540 20701-0800 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE C SQYD 800 100 900

A0560 20801-0000 STRUCTURE EXCAVATION CUYD 670 670 Contract Quantity, A0580 20810-0000 SHORING AND BRACING LPSM ALL ALL

A003 A0600 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 266 34 300

A0620 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 46 4 50

A0640 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 795 105 900

A003 A0660 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 4429 171 4600

A0680 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN LPSM ALL ALL

A0700 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 676 525 99 1300

A0720 30302-1000 DITCH RECONDITIONING LNFT 618 32 650

A0740 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 737 335 28 1100

A0760 40303-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1, WEDGE AND LEVELING COURSE TON 56 44 100

A0780 41201-0000 TACK COAT TON 1.4 0.6 2

A0800 41301-0000 ASPHALT PAVEMENT MILLING,(VARIABLE UP TO 4-INCH DEPTH) SQYD 1294 106 1400

A0820 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 215 215 Contract Quantity, A0840 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE) CUYD 312 312 Contract Quantity, A0860 55203-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2 CUYD 39 39 Contract Quantity, PAY ITEM

NUMBER

LINE

ITEM

NO.

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\ W

A_ N

PS

_M

O R A

(1 pc t\ A0 m w

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A.

xl sm

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-J un

-2

8:

A

M

A M E N D

SUMMARY OF QUANTITIES - Schedule A

A003 Revised by Amendment A003 A004 Revised by Amendment A004 Report Date: 06/18/26

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOW-

ANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1WA NP MORA 11(1)

SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION S

PLAN-

PROFILE PARKING

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE BID

SCHEDULE

A0880 55235-0000 EXPANSION JOINTS LNFT 60 60 Contract Quantity, A0900 55401-1000 REINFORCING STEEL LB 25000 25000 Contract Quantity, A0920 55401-2000 REINFORCING STEEL, EPOXY COATED LB 84500 84500 Contract Quantity, A0940 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED LB 591000 591000 Contract Quantity, A0960 55601-0900 BRIDGE RAILING, STEEL,(YELLOWSTONE PICKET RAIL) LNFT 413 413 Contract Quantity, A0980 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity, A1000 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER LNFT 417 417 Contract Quantity, A1020 57502-0000 TEMPORARY BRIDGE,(WORK BRIDGE) LPSM ALL ALL

A1040 60201-0400 12-INCH PIPE CULVERT LNFT 21 4 25

A1060 60201-0600 18-INCH PIPE CULVERT LNFT 29 1 30

A1080 60201-0800 24-INCH PIPE CULVERT LNFT 255 15 270

A1100 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT,(CONCRETE) EACH 1 1

A1120 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT,(CONCRETE) EACH 6 6

A1140 60212-0600 ELBOW, 18-INCH EACH 1 1

A1160 60404-1000 CATCH BASIN, FLH TYPE 1,(METAL FRAME AND GRATE TYPE A) EACH 2 2

A1180 60901-2900 CURB, STONE, TYPE 1, 6-INCH DEPTH LNFT 219 219 Contract Quantity, A1200 60901-3500 CURB, STONE, TYPE 1, 12-INCH DEPTH LNFT 46 654 50 750

A003 A1220 61301-0000 SIMULATED STONE MASONRY SURFACE TREATMENT SQYD 222 18 240

A1240 61302-0000 SIMULATED STONE MASONRY TEST WALL EACH 1 1

A1260 61501-0100 SIDEWALK, CONCRETE SQYD 22 261 17 300

A1280 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 7 10 3 20

A1300 61509-0000 DETECTABLE WARNING PANELS SQYD 1.1 1.3 0.6 3

A1320 62001-1000 CLASS B MASONRY, ROCK FACE FINISH CUYD 8 8 Contract Quantity, A1340 62010-1000 STONE MASONRY GUARDWALL LNFT 187 3 190

A1360 62010-1000 STONE MASONRY GUARDWALL,(CONCRETE CORE) LNFT 310 310

A1380 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT EACH 6 6

A1400 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 124

A1420 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 100

A1440 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 24

A1460 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 100

A1480 62301-0000 GENERAL LABOR HOUR 100

A1500 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(FISH BIOLOGIST) HOUR 100

A1520 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 5032 1968 400 7400

A1540 62502-0000 TURF ESTABLISHMENT SQYD 9360 2560 580 12500

A1560 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 5117 283 5400

A1580 63302-0000 SIGN SYSTEM SQFT 32.25 7.75 40

A1600 63316-1000 REMOVE AND RESET SIGN EACH 5 5

A1620 63318-1000 SNOW POLE HOLDER EACH 14 14

-J un -2

8:

A M

A003 Revised by Amendment A003 A004 Revised by Amendment A004 Report Date: 06/18/26

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

C

U se rs \y th ao

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D es kt op

\P ro je ct s\ W

A_ N

PS

_M

O R A

(1 pc t\ A0 m w

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A.

xl sm

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

LINE

ITEM

NO.

PROJECT

B.2WA NP MORA 11(1)

SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION S

PLAN-

PROFILE PARKING

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE BID

SCHEDULE

A1640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(WHITE) LNFT 9572 128 9700

A1660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(YELLOW) LNFT 5026 74 5100

A1680 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 258 12 270

A1700 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 146 4 150

A1720 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 2 2

A1740 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3,(8 FEET WIDE) EACH 6 4 10

A1760 63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH EACH 60 60

A1780 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 12 12

A1800 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A1820 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 12 12

A1840 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 10 10

A1860 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 100 100

A1880 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 3 3

A1900 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 1 1

A1920 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 60 60

A1940 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE,(ORANGE, PERIMETER) LNFT 1830 270 2100

A1960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 10.5 630.5 69 710

A1980 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2500 2500

A2000 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 550 550

A2020 63610-0000 CONDUIT,(8-INCH HDPE) LNFT 300 30 330

A2040 63621-1000 UTILITY BOX, PULLBOX EACH 4 4

A2060 63701-0000 FIELD OFFICE Each unit equals a

EACH 37 month

A2080 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 3 3

A2100 64604-3000 FIXTURE, PEDESTRIAN RAILING,(STONE-TIMBER) LNFT 285 15 300

A2120 64703-1000 MITIGATION, LANDSCAPING LOG EACH 63 63

A2140 64703-8000 MITIGATION, BANK STABILIZATION,(DEFLECTOR LOG STRUCTURE) EACH 1 1

A2160 64707-1000 MITIGATION, ARCHAEOLOGICAL SITE MONITORING HOUR 100

-J un -2

8:

A M

A003 Revised by Amendment A003 A004 Revised by Amendment A004 Report Date: 06/18/26

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\ W

A_ N

PS

_M

O R A

(1 pc t\ A0 m w

-s um m ar y-qu an tit ie s2

A.

xl sm

]S he et

3) SUMMARY OF QUANTITIES - Schedule A

A M E N D

LINE

ITEM

NO.

PROJECT

B.3WA NP MORA 11(1)

SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION S

PLAN-

PROFILE PARKING

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE BID

SCHEDULE

B0100 15101-0000 MOBILIZATION LPSM ALL

B0120 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0160 15401-0000 CONTRACTOR TESTING LPSM ALL

B0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0200 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION LPSM ALL ALL

B0220 15703-2500 SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD ACRE 0.5 0.5

B0240 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 750 80 830

B0260 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 180 20 200

B0280 15706-0200 SOIL EROSION CONTROL, CHECK DAM,(FIBER ROLL) EACH 66 4 70

B0300 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A EACH 2 2 4

B0320 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 3 3

B0340 15706-2300 SOIL EROSION CONTROL, ON-SITE CONCRETE WASHOUT STRUCTURE EACH 3 3

B0360 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0380 20101-0000 CLEARING AND GRUBBING ACRE 1.5 0.7 0.1 2.3

A004 B0390 20203-0000 SELECTIVE CLEARING,(TREE LIMBING) MILE 4.2

B0400 20301-2400 REMOVAL OF SIGN EACH 7 7

B0420 20303-3500 REMOVAL OF STONE MASONRY,(AND SALVAGE) SQYD 15 5 20

B0440 20304-2000 REMOVAL OF BRIDGE LPSM ALL ALL

A003 B0460 20401-0000 ROADWAY EXCAVATION CUYD 10572 5569 1859 18000

B0480 20465-0000 CONSERVE AND PLACE BOULDER,(EXCAVATED) EACH 30 30

B0500 20465-0000 CONSERVE AND PLACE BOULDER,(SURFACE) EACH 52 52

B0520 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 148 52 200

B0540 20701-0800 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE C SQYD 800 100 900

B0560 20801-0000 STRUCTURE EXCAVATION CUYD 720 720 Contract Quantity, B0580 20810-0000 SHORING AND BRACING LPSM ALL ALL

A003 B0600 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 266 34 300

B0620 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 46 4 50

B0640 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 795 105 900

A003 B0660 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 4429 171 4600

B0680 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN LPSM ALL ALL

B0700 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 676 525 99 1300

B0720 30302-1000 DITCH RECONDITIONING LNFT 618 32 650

B0740 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 733 335 32 1100

B0760 40303-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1, WEDGE AND LEVELING COURSE TON 56 44 100

B0780 41201-0000 TACK COAT TON 1.4 0.6 2

B0800 41301-0000 ASPHALT PAVEMENT MILLING,(VARIABLE UP TO 4-INCH DEPTH) SQYD 1294 106 1400

B0820 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 216 216 Contract Quantity, B0840 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE) CUYD 312 312 Contract Quantity, B0860 55203-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2 CUYD 39 39 Contract Quantity, ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\ W

A _N

PS

_M

O R A

(1 pc t\ A

4\ [m w -s um m ar y-qu an tit ie s2

B .x ls m

]S he et

4) SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

-J un -2

8:

A M

A003 Revised by Amendment A003 A004 Revised by Amendment A004 Report Date: 06/18/26

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B.4WA NP MORA 11(1)

SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION S

PLAN-

PROFILE PARKING

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE BID

SCHEDULE

B0880 55235-0000 EXPANSION JOINTS LNFT 60 60 Contract Quantity, B0900 55401-1000 REINFORCING STEEL LB 27000 27000 Contract Quantity, B0920 55401-2000 REINFORCING STEEL, EPOXY COATED LB 84500 84500 Contract Quantity, B0940 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED LB 591000 591000 Contract Quantity, B0960 55601-0900 BRIDGE RAILING, STEEL,(YELLOWSTONE PICKET RAIL) LNFT 413 413 Contract Quantity, B0980 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity, B1000 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER LNFT 417 417 Contract Quantity, B1020 57502-0000 TEMPORARY BRIDGE,(WORK BRIDGE) LPSM ALL ALL

B1040 60201-0400 12-INCH PIPE CULVERT LNFT 21 4 25

B1060 60201-0600 18-INCH PIPE CULVERT LNFT 29 1 30

B1080 60201-0800 24-INCH PIPE CULVERT LNFT 255 15 270

B1100 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT,(CONCRETE) EACH 1 1

B1120 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT,(CONCRETE) EACH 6 6

B1140 60212-0600 ELBOW, 18-INCH EACH 1 1

B1160 60404-1000 CATCH BASIN, FLH TYPE 1,(METAL FRAME AND GRATE TYPE A) EACH 2 2

B1180 60901-2900 CURB, STONE, TYPE 1, 6-INCH DEPTH,(STONE CURB AT BRIDGE) LNFT 219 219 Contract Quantity, B1200 60901-3500 CURB, STONE, TYPE 1, 12-INCH DEPTH LNFT 46 654 50 750

B1220 61501-0100 SIDEWALK, CONCRETE SQYD 22 261 17 300

B1240 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 7 10 3 20

B1260 61509-0000 DETECTABLE WARNING PANELS SQYD 1.1 1.3 0.6 3

B1280 62001-1000 CLASS B MASONRY, ROCK FACE FINISH CUYD 52 52 Contract Quantity, A003 B1300 62001-1000 CLASS B MASONRY, ROCK FACE FINISH,(MSE WALL) CUYD 37 3 40

B1320 62010-1000 STONE MASONRY GUARDWALL LNFT 187 3 190

B1340 62010-1000 STONE MASONRY GUARDWALL,(CONCRETE CORE) LNFT 310 310

B1360 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT EACH 6 6

B1380 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 124

B1400 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 30-INCH

WIDTH HOUR 100

B1420 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 24

B1440 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM CAPACITY

WITH THUMB ATTACHMENT HOUR 100

B1460 62301-0000 GENERAL LABOR HOUR 100

B1480 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(FISH BIOLOGIST) HOUR 100

B1500 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 5032 1968 400 7400

B1520 62502-0000 TURF ESTABLISHMENT SQYD 9360 2560 580 12500

B1540 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 5117 283 5400

B1560 63302-0000 SIGN SYSTEM SQFT 32.25 7.75 40

B1580 63316-1000 REMOVE AND RESET SIGN EACH 5 5

B1600 63318-1000 SNOW POLE HOLDER EACH 14 14

B1620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(WHITE) LNFT 9572 128 9700

ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\ W

A _N

PS

_M

O R A

(1 pc t\ A

4\ [m w -s um m ar y-qu an tit ie s2

B .x ls m

]S he et

5) SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

-J un -2

8:

A M

A003 Revised by Amendment A003 A004 Revised by Amendment A004 Report Date: 06/18/26

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B.5WA NP MORA 11(1)

SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J SECTION S

PLAN-

PROFILE PARKING

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE BID

SCHEDULE

B1640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(YELLOW) LNFT 5026 74 5100

B1660 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 258 12 270

B1680 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 146 4 150

B1700 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 2 2

B1720 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3,(8 FEET WIDE) EACH 6 4 10

B1740 63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH EACH 60 60

B1760 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 12 12

B1780 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

B1800 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 12 12

B1820 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 10 10

B1840 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 100 100

B1860 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 3 3

B1880 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 1 1

B1900 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 60 60

B1920 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE,(ORANGE, PERIMETER) LNFT 1830 270 2100

B1940 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 10.5 630.5 69 710

B1960 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2500 2500

B1980 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 550 550

B2000 63610-0000 CONDUIT,(8-INCH HDPE) LNFT 300 30 330

B2020 63621-1000 UTILITY BOX, PULLBOX EACH 4 4

B2040 63701-0000 FIELD OFFICE Each unit equals a

EACH 37 month

B2060 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 3 3

B2080 64604-3000 FIXTURE, PEDESTRIAN RAILING,(STONE-TIMBER) LNFT 285 15 300

B2100 64703-1000 MITIGATION, LANDSCAPING LOG EACH 63 63

B2120 64703-8000 MITIGATION, BANK STABILIZATION,(DEFLECTOR LOG STRUCTURE) EACH 1 1

B2140 64707-1000 MITIGATION, ARCHAEOLOGICAL SITE MONITORING HOUR 100

ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\ W

A _N

PS

_M

O R A

(1 pc t\ A

4\ [m w -s um m ar y-qu an tit ie s2

B .x ls m

]S he et

6) SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

-J un -2

8:

A M

A003 Revised by Amendment A003 A004 Revised by Amendment A004 Report Date: 06/18/26

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B.6WA NP MORA 11(1)

D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

D

A T

E

No Scale

(Bridge length) c u r b

S .0

M

O R

A

(1

P

E

.D G

N A

C T

U A

L F

IL

E

(SCHEDULE A)

PLAN AND ELEVATION

shaft (Typ.)

Bridge length = 218'-6"

E le v

.0

V P

I

.4

E le v

.7

V P

I

.0

See G sheets for details

Place riprap (Typ.)

for details not shown.

Utility shown for illustration only. See Sheet S.30 and D sheets 3.

Simulated Stone Masonry Surface details.

See sheets S.34 and S.36 for Stone Masonry Guardwall and 2.

Bridge as the reference line/point.

1. Build bridge to dimensions shown in the plans using Begin

Notes:

OHW

OHW

Y.Qi T. Pham P. Clark

Wingwall A

Wingwall B

Wingwall C

Wingwall D

1 RG3283-A

S.01

D

A T

E

D G

N

PROJECT TEAM LEADER

of

DATESCALECHECKED BYDESIGNED BYNO. DATE BY REVISIONS

004 061826

STATE PROJECT

WA

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REVISIONSNO. DATE BY DRAWN BY

NP MORA 11(1)

MOUNT RAINIER NATIONAL PARK

FRYINGPAN CREEK BRIDGE

B. Oltmann

BRIDGE DRAWING DRAWING NO.

April 2026 SKL Revise Contour Elevation Labels

NPS DRWG. NO. 105/197408NPS PMIS NO. 239144

CL

F ry in g p a n C re e k

-1.1%

See sheet S.34

Remove existing bridge.

N centerline roadway

Existing

T y p

S id e w a lk

PLAN

CL

@ L Roadway

Existing ground

Elev. 3833.95

Sta. 20+62.25

End Bridge

L Brg. Abut. 1

L RoadwayC

CL Bridge

OHW Elev. 3808.00

Elev. 3836.35

Sta. 18+43.75

Begin Bridge

Steel Bridge Railing

Yellowstone Picket

PROFILE GRADE

-1.1%

See G sheets

Place riprap (Typ.)

Not to scale

CLL Brg. Abut. 2 guardwall (Typ.)

Stone masonry

(Typ.)

Wall Joint

(Typ.)

masonry surface Simulated stone

CLL Brg. Abut. 2

CLL Brg. Abut. 1

Steel Plate Girders

@ Roadway

Proposed grade

CL

Details

H sheets for MSE Wall

See D sheets, K sheets, and Exp.

Exp.

(See Note 3)

Utility conduit (Typ.)

ELEVATION

(Down stream girder)

Low Chord = 3824.06

218'-6"

218'-6"

Bridge

D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

D

A T

E

No Scale

(Bridge length) c u r b

S .0

M

O R

A

(1

P

E

A

L T

-B .D

G N

A C

T U

A L

F

IL

E

(SCHEDULE B)

PLAN AND ELEVATION

shaft (Typ.)

Bridge length = 218'-6"

E le v

.0

V P

I

.4

E le v

.7

V P

I

.0

See G sheets for details

Place riprap (Typ.)

for details not shown.

Utility shown for illustration only. See Sheet S.30 and D sheets 3.

See sheets S.35 and S.37 for Stone Masonry details.2.

Bridge as the reference line/point.

1. Build bridge to dimensions shown in the plans using Begin

Notes:

OHW

OHW

Y.Qi T. Pham P. Clark

Wingwall A

Wingwall B

Wingwall C

Wingwall D

2 RG3283-B

S.02

D

A T

E

D G

N

PROJECT TEAM LEADER

004 061826

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REVISIONSNO. DATE BY DRAWN BY

NP MORA 11(1)

MOUNT RAINIER NATIONAL PARK

FRYINGPAN CREEK BRIDGE

B. Oltmann

BRIDGE DRAWING DRAWING NO.

April 2026 SKL Revise Contour Elevation Labels

NPS DRWG. NO. 105/197408NPS PMIS NO. 239144

CL

F ry in g p a n C re e k

-1.1%

See sheet S.34

Remove existing bridge.

N

(Down stream girder)

Low Chord = 3824.06 centerline roadway

Existing

T y p

S id e w a lk

PLAN

CL

@ L Roadway

Existing ground

Elev. 3833.95

Sta. 20+62.25

End Bridge

L Brg. Abut. 1

L RoadwayC

CL Bridge

OHW Elev. 3808.00

Elev. 3836.35

Sta. 18+43.75

Begin Bridge

Steel Bridge Railing

Yellowstone Picket

PROFILE GRADE

-1.1%

See G sheets

Place riprap (Typ.)

Not to scale

CLL Brg. Abut. 2 guardwall (Typ.)

Stone masonry

(Typ.)

Wall Joint

(Typ.)

tone masonryS

CLL Brg. Abut. 2

CLL Brg. Abut. 1

Steel Plate Girders

@ Roadway

Proposed grade

CL

Details

H sheets for MSE Wall

See D sheets, K sheets, and Exp.

Exp.

(See Note 3)

Utility conduit (Typ.)

ELEVATION

218'-6"

218'-6"

Bridge

D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

D

A T

E

S .3

M

O R

A

(1

R

A

IL

IN

G

L A

Y O

U T

.D G

N A

C T

U A

L F

IL

E

SCORE JOINT

C Rail each post)

(shop cut bottom of rails @

2" x 9" slotted access hole

SECTION B-B

L

L

L

C PostL

L

L x 2" slotted hole in rail.

" 16 13stud bolt in post & C

" welded4

3C

(Typ.)

tack

VIEW A-A

L

Curb Jt. Spa.

is for illustration only.

Stone masonry pattern shown

Note:

7" 3"

10"

Begin bridge

4"

= 6'-8" 1" bar spa. (Typ.)

#5CE1 curb tie

(Typ. @ ends)

2"

2 Spa. @

6" = 1'-0"

6"

6 eq. Spa. @

= 4'-10"

2 Spa. @

6" = 1'-0"

6"

Top of deck

See Score Joint Detail

Curb Score Joint (Typ.)

RAIL EXTERIOR RAILING ELEVATION

(Left railing shown - Right similar)

L

SECTION AT CURB SIDE

1'-8"

1'-4" 4"

8" 7"

"4 3 "

" stud bolts2

3C

" (typ.)16 5" x 2

1" x 32

1HSS 3

" plate.4

" post8 3HSS 6" x 6" x

" PL washer16 3w/

72 -

See Detail.

Anchor assembly.

1" x 1" x 2'-1" bar

A

A

BB

No Scale

Scale: 1" = 1'-0"

9"

(Typ.).

1" x 1" x 2'-1" bars

" Ø bolts8 7C 2 -

Rail (Typ.)

washers.

with 2 nuts and flat bolts threaded 5" min.

72 -

#5CE1 curb tie (Typ.)

Scale: 1" = 1'-0"

"4 31"4

C Post

1 "

R

Scale: 3" = 1'-0" finish (Typ.)

Edging tool

(Typ.)

" Rad.4

(Typ.)

joint

Score

No Scale

RAILING LAYOUT

As shown

206'-6" Yellowstone Picket Steel Bridge Railing

S.35 for details)

(See sheets S.34 and masonry surface simulated stone

Stone masonry or

See S.33 for details

Base plate.

hole in rail (Typ.)

" x 2" slotted 16 13& C stud bolt in post

" welded 4

3C

Symmetric about L spanC

Place all rail posts vertically and all railing parallel to grade.6.

over a 3 posts.

Provide rail splices in locations that allow for continuous rails 5.

Shop fabricate all steel for railing system.4.

with a center stop.

coupling nuts conforming to ASTM A563, Grade C, D, or DH

Style, weathering steel unless otherwise noted. Furnish hex conforming to ASTM F3125, Grade A325, Type 3, Heavy Hex bolts, and washers for structural tube railing systems

A108), Grade 1016 through 1030, inclusive. Furnish all nuts, Furnish all stud bolts conforming to AASHTO M 169 (ASTM 3.

acceptable with approval by the CO.

Alternative HSS sections with larger capacities are

Provide weathering steel bridge railing and components. 2.

structural tubing conforming to ASTM A847.

washers, and bars conforming to ASTM A36. Furnish to AASHTO M 270, Grade 50. Furnish all other plates, plate

Furnish steel for base plates and splice sleeves conforming 1.

Notes:

(Typ.)

#5CE1

Y.Qi J. Galdos S. Loftus P. Clark

L

#5SE4)

(Splice matching

#5CE2 (3 tot.)

#5CE1

washer (Typ.)

" PL washer & lock 4 w/

Hex nut for

SECTION AT SIDEWALK

(See SECTION AT CURB SIDE for additional information)

#5CE1

See Detail.

Anchor assembly.

Scale: 1" = 1'-0"

5'-9"

(Typ.)

MSE Wall

(Typ.)

" Chamfer4

Const. Jt.

surface

Level roughened

32 RG3283-AF

D

A T

E

D G

N

PROJECT TEAM LEADER

004 061726

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REVISIONSNO. DATE BY DRAWN BY

NP MORA 11(1)

MOUNT RAINIER NATIONAL PARK

FRYINGPAN CREEK BRIDGE

B. Oltmann

BRIDGE…