Amendment A003.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)

A003 06/09/2026 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. A003, dated 06/09/2026 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 E-4, Subsection 102.02A (d) Design data. Updates attachment title.

Page F-5, Subsection 203.04 Removing Material. Revises language.

Page F-62, Subsections 615.03 General and 615.04 (c) Artwork Tiles. Adds language.

PHYSICAL DATA (Added to Physical Data WA NP MORA 11(1) A003.zip and uploaded to SAM attachments) mora11-1_Earthwork_Main 01.pdf. Deleted and replaced entirely with A003 mora11-

1_Earthwork_Main 01.pdf .

mora11-1_XS_MAIN 01.pdf. Deleted and replaced entirely with A003 mora11-

1_XS_MAIN 01.pdf.

PLANS

Plan sheet #A.2. Adds additional information to Sheet Index.

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

Plan sheet #D.2. Updates Table.

Plan sheet #D.3. Updates Table.

Plan sheet #D.6. Adds additional information.

Plan sheet #E.6. Adds additional information.

Plan sheet #H.1. Adds additional information.

Plan sheet #H.1A. Adds page to plans set.

Plan sheet #S.21. through S.23 Adds additional information.

Amendment No. A003, dated 06/09/2026 WA NP MORA 11(1), Solicitation No. 69056726B000001 Fryingpan Creek Bridge

ENCLOSURES

Pages:

A-7 through A-18

E-4

F-5

F-62

Plan Sheets:

A.2

B.1 through B.6

D.2 through D.3

D.6

E.6

H.1 through H.1A

S.21 through S.23

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

A-7Bid Schedule Revised by Amendment A003 Project: WA NP MORA 11(1), Fryingpan Creek Bridge

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

A-8Bid Schedule Revised by Amendment A003

A0360 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

A0380 20101-0000 CLEARING AND

GRUBBING 2.300 ACRE

A0400 20301-2400 REMOVAL OF SIGN 7.000 EACH

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 2

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

A-9Bid Schedule Revised by Amendment A003

A0920 55401-2000 REINFORCING STEEL,

EPOXY COATED 84,500.000 LB

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

A-10Bid Schedule Revised by Amendment A003

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

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

A-11Bid Schedule Revised by Amendment A003

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

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:

A-12Bid Schedule Revised by Amendment A003

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

A-13Bid Schedule Revised by Amendment A003

B0360 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

B0380 20101-0000 CLEARING AND

GRUBBING 2.300 ACRE

B0400 20301-2400 REMOVAL OF SIGN 7.000 EACH

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 2

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

A-14Bid Schedule Revised by Amendment A003

B0920 55401-2000 REINFORCING STEEL,

EPOXY COATED 84,500.000 LB

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

A-15Bid Schedule Revised by Amendment A003

B1460 62301-0000 GENERAL LABOR 100.000 HOUR

B1480 62302-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

(FISH BIOLOGIST)

100.000 HOUR

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

A-16Bid Schedule Revised by Amendment A003

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

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:

A-17Bid Schedule Revised by Amendment A003

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

A-18Bid Schedule Revised by Amendment A003

E-4 DIVISION 100

Special Contract Requirements Revised by Amendment A003 Project: WA NP MORA 11(1), Fryingpan Creek Bridge

(a) mora11-1_BRIDGE Existing Fryingpan Creek Bridge As-built.pdf

(3) FLH Bridge Oversized/Overweight Permit Load Request Form in Portable Document Format (.pdf) format;

(a) mora11-1_BRIDGE_FLH OSOW vehicle permit request form.pdf

(c) Geotechnical data.

(1) Geotechnical report in Portable Document Format (.pdf) format;

(a) mora11-1_GEO_GR0525.pdf

(d) Design data.

(1) Proposed horizontal alignment(s) and profile grade(s) in Portable Document Format (.pdf) and LandXML (.xml) formats;

(a) mora11-1_proposed-alignment_MAIN 01.pdf; and

(b) mora11-1_proposed-alignment_MAIN 01.xml

(2) Cross Sections in Portable Document Format (.pdf);

(a) A003 mora11-1_XS_MAIN 01.pdf; and

(b) mora11-1_XS_culverts_MAIN.pdf

(3) Earthwork volume report in Portable Document Format (.pdf);

(a) A003 mora11-1_Earthwork_MAIN 01.pdf; and

(b) mora11-1_Earthwork_West Parking Lot.pdf

(4) Clearing limits (based on theoretical catch points) in Portable Document Format (.pdf) and Microsoft Excel (.xlsx) format;

(a) mora11-1_clearing-limit_MAIN 01.pdf; and

(b) mora11-1_clearing-limit_MAIN 01.xlsx

(5) Construction staking notes containing points at centerline, shoulders, and theoretical slope stake catch in Portable Document Format (.pdf) and Microsoft Excel (.xlsx) format;

(a) mora11-1_construction-staking-notes_MAIN 01.pdf; and

(b) mora11-1_construction-staking-notes_MAIN 01.xlsx

(6) X, Y, Z coordinates of subgrade, intermediate and final layer(s) points at centerline and shoulders, in Portable Document Format (.pdf) and Microsoft Excel (.xlsx) format;

(a) mora11-1_XYZ_base_MAIN 01.pdf;

F-5 DIVISION 200

Project: WA NP MORA 11(1), Fryingpan Creek Bridge salvaged. Prevent chipping and breaking of stone during removal, transporting and stockpiling.

Remove and clean all dirt and mortar from each salvaged stone.

Use hand tools to disassemble stone masonry unless otherwise approved. Salvage all sound and undamaged stones from stone masonry structures.

(d) Stockpiling. Stockpile conserved stone masonry adjacent to the removal site. When not feasible, organize and stack removed stones on pallets and stockpile in locations as directed.

Do not mix removed stones from different sections on the same pallet. Label each pallet by station.

Stones removed from a site that are to be reset at the same site may be stockpiled in a suitable location at the site area, but are to remain separated from other stone material. Number stones that are to be reset in the same location on the bottom with a weatherproof marker. Correlate

(e) Excess material. Haul excess salvaged stone material not incorporated into the new work to the designated site according to Subsection 105.04(b)(2).

203.04 Removing Material. Add the following to Subsection (a):

(4) Drawings and calculations that fully illustrate all anticipated phases of the proposed method of removal. Show the removal sequence, crane and barge locations, crane capacities, lifting point locations, and bridge member masses. Provide sufficient detail to allow a structural and safety review of the proposed removal methods. Provide catalog or equivalent data indi

Add the following to Subsection (b):

All work to remove the existing Fryingpan Creek Bridge is to be completed from above the ordinary high water mark. Only hand powered tools and work crews are allowed below the ordinary high water mark to assist in removal of the existing substructure and temporary works.

Where removal of the existing Fryingpan Creek Bridge requires work below ordinary high water, perform work during the in-water work period according to Subsection 107.10 and within the area isolated by temporary diversion according to Subsection 157.10.

Completely remove all concrete and steel for existing bridge superstructures. Remove existing bridge substructures to the full depth or a maximum of 5 feet below existing ground as shown on the plans. Backfill with streambed material according to Section 647 to finish grade. Prevent construction debris from entering Fryingpan Creek.

The existing Fryingpan Creek Bridge may contain lead-based paint. Handle material with lead paint contamination according to Subsection 563.05 and remove material according to Subsection 203.05(d).

Extract temporary piles and bridge piles by pulling from above using a vibratory hammer or other approved methods to dislodge. Keep all equipment (such as buckets, steel cables, marino.chea Cross-Out

F-62 DIVISION 600

Section 615. — SIDEWALKS, PADS, AND PAVED MEDIANS

Description

615.01 Add the following:

This work also includes installation of government-provided artwork tiles as part of the parking lot sidewalk.

Material

615.02 Add the following:

Detectable warning panel 725.19 Flexible cellular joint filler 712.01(a)(5) Joint sealant, hot-applied 712.01(a)(1) Joint sealant, silicone 712.01(d)

Construction Requirements

615.03 General. Add the following:

Construct ramp transitions between sidewalks, curbs, and roads, and transitions between artwork tiles and sidewalks that are flush and free of abrupt vertical changes not to exceed 0.25 inch.

615.04 Concrete Sidewalks, Pads, and Medians. Delete Subsection (b)(1) and substitute the following:

(1) Sidewalk and ramp finish. See Subsection 552.14(c)(2).

Add the following:

(c) Artwork tiles. Furnish 12-inch by 12-inch by 3.5-inch concrete blocks according to Subsection 725.09(c) and mount artwork tiles to the concrete blocks according to the government-provided tile manufacturer’s recommendation. Lay artwork tiles to grade on a prepared surface and install them to coincide with sidewalk joint lines and at locations as shown on the plans.

Chock the joints flush with a dry mixture of 4 parts sand and 1 part cement by mass and carefully water the surface to saturate the joint filler.

615.07 Acceptance. Add the following:

Installation of artwork tiles will be evaluated under Subsection 106.02.

3 3 Revised by Amendment A003

:5

A

M

A p r il

S h e e t

I n d e x c p w w o r k w f l\ d

\m o r a

A

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.d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

A.2

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

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, A0880 55235-0000 EXPANSION JOINTS LNFT 60 60 Contract Quantity, PAY ITEM

NUMBER

LINE

ITEM

NO.

C

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A M E N D

SUMMARY OF QUANTITIES - Schedule A

A003 Revised by Amendment A003 Report Date: 06/08/26

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

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

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

8- Ju n-

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A003 Revised by Amendment A003 Report Date: 06/08/26

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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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

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

8- Ju n-

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A003 Revised by Amendment A003 Report Date: 06/08/26

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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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

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, B0880 55235-0000 EXPANSION JOINTS LNFT 60 60 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\ [m w -s um m ar y-qu an tit ie s2

B .x ls m

]S he et 8-

Ju n-

:4

PM

A M E N D

SUMMARY OF QUANTITIES - Schedule B

A003 Revised by Amendment A003 Report Date: 06/08/26

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOW-

ANCEUNITPAY ITEM DESCRIPTION

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

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

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

8- Ju n-

:4

PM

A003 Revised by Amendment A003 Report Date: 06/08/26

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

B .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

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

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

8- Ju n-

:4

PM

A003 Revised by Amendment A003 Report Date: 06/08/26

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

B .x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

PROJECT

B.6WA NP MORA 11(1)

Revised by Amendment A003

16,606

16,606

3,064

3,114

18,660

18,710

18,167

18,216

1,378

1,378

1,350

1,350

2,728

2,728

16,362

16,410 17,776

17,723

983 983 762 762 159953

5,058 5,058 410 410 4,496

3,018

3,018 2,928 8 8 2,920

45146146

4,906

197 191

:0

J u n e

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S p w w o r k w f l\ d

\m o r a p ln

D .2

.d g n

TABULATION OF QUANTITIES

(SHEET 1 OF 2)

PROJECT

D.2

Revised by Amendment A003

11037

:1

P u n e

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S

S

H E

E T

O

F p w w o r k w f l\ d

\m o r a p ln

D .2

.d g n

TABULATION OF QUANTITIES

(SHEET 2 OF 2)

PROJECT

D.3

BH

CP

19103

N O P

A R

K

IN

G

F R

Y I N

G P

A N C

R E

E K

S P E E

D L

IM

IT

N O P

A R

K

IN

GPS

19104

F R

Y

IN

G P

A N C

R

GPS

19105

BM

3836.92 1931

JB

JB

JB

N

Line to be constructed

"MAIN 01"

See Section E for details

East Parking

Existing ground

Profile grade

See Section S for detail

Begin bridge

EL. 3836.35

18+43.75

See Section S for detail

End bridge

EL. 3833.95

20+62.25

See Sheet K.1 for details

Stone masonry guardwall (concrete core)

20+66.5 to 20+95

Construction limit

Slope stake limit

Begin stone masonry guardwall (concrete core)

End fixture, pedestrian railing (stone-timber)

18+08.13

See Sheet K.1 for details

Stone masonry guardwall (concrete core)

20+66.50 to 21+20

Place conserved boulders (surface) (typ.)

See Section H for details

Begin MSE wall

18+21 18+13

See Sheet G.3

Deflector log structure

Construction limit

Slope stake limit

See Sheet D.9

Detectable warning panels

Accessibility ramp, concrete

End stone masonry guardwall (concrete core)

18+39.50

End stone masonry guardwall (concrete core)

18+39.50

See Section G for details

Placed riprap, method A, class 5

Utility box, pullbox

End conduit (8-inch HDPE)

20+85, RT

Utility box, pullbox

End conduit (8-inch HDPE)

21+05, LT

Utility box, pullbox

Begin conduit (8-inch HDPE)

18+10, RT

(8-inch HDPE)

End conduit

18+50

PVC (HDPE)

Begin conduit, 8-inch

20+56

Curb, stone, type 1, 12-inch depth

20+62 to 20+80

Curb, stone, type 1, 12-inch depth

18+16 to 18+44

See Section G for details

Placed riprap, method A, class 2

21+20

See Section H for details

End MSE wall

20+84

See Section H for details

Begin MSE wall

20+91

S84°07'01"E e = 5.8%

'578.52L =

'406.53T =

'320.00R =

(LT)103°35'03"Δ =

16+68.09PI

e = 5.8% '261.98L = '137.47T = '350.00R =

(LT)42°53'11"Δ =

22+10.95PI

.0

T

.4

C

18+00 19+00 20+00 21+00 22+00

3,750 3,750

3,760 3,760

3,770 3,770

3,780 3,780

3,790 3,790

3,800 3,800

3,810 3,810

3,820 3,820

3,830 3,830

3,840 3,840

3,850 3,850

3,860 3,860

3,870 3,870

3,880 3,880

3,890 3,890

3,900 3,900

3,910 3,910

3,920 3,920

200' VC

K = 52

SSD = 383'

-1.10%

SUNRISE ROAD

LEGEND:

Roadway obliteration, method 1

Full depth construction

Milling & overlay Sidewalk, concrete

F ry in g p a n C re e k

O H

W M

OHWM

O H

W M

O H

W M

Ditch reconditioning 20+50 to 25+00, RT

Revised by Amendment A003

:2 u n e

M

A

IN

M A

IN

S h e t] p w w o rk w fl \d

\m o ra

-1 p ln

D

.2 -8

.d g n

PROJECT

D.6

N

-inch depth2

Concrete blocks adhered to tile

-inch depth2

Government-provided artwork square tile

Rotated 45° (diamond shaped)

Placed at corner joint

Government-provided artwork square tile

5' apart 5' by 4' (typ.)

Joint lines

Government-provided artwork square tile

Sidewalk surface

20.5'

.5'

.1

.6

4'

10'

.7

.4

.5

S84 °07'

01"E

J o in t li n e

Joint line

SUNRISE ROAD

2. Install artwork tiles according to Section 615.

1. Joint lines are conceptual. Space joint lines to accommodate 13 square tiles.

NOTE:

Revised by Amendment A003

A

A

SECTION A-A

:4 u n e

S id e w a lk

A rt w o rk

T il p w w o r k w f l\ d

\m o r a p ln

E .2

.d g n

SIDEWALK ARTWORK TILE

PROJECT

E.6

7 1

IN

LE

T A

PP

ROXI

MATE

IN

LE

T L

OCATI

ON

JB

JB

N

Top of pavement

2-foot min. embedment

Begin MSE Wall

"MAIN 01" 18+21.20 18+13.20, RT

"WALL 01" 500+00 499+92

Begin MSE Wall

"MAIN 01" 18+21.20 18+13.20, RT

"WALL 01" 500+00.00 499+92.00

90-degree corner

West abutment face

"MAIN 01" 18+49.50, RT

"WALL 01" 500+29.37

90-degree corner

West abutment face

"MAIN 01" 18+49.50, LT

"WALL 01" 500+62.62

End MSE Wall

"MAIN 01" 17+08.00, LT

"WALL 01" 502+00.00

Begin bridge

"MAIN 01" 18+43.75

End MSE Wall

"MAIN 01" 17+08.00, LT

"WALL 01" 502+00.00

Top of sidewalk

West abutment wall

2'-0" by 8'-0" wall panels shown

"MAIN 01"

Construction limit

Slope stake limit

Edge of shoulder

Edge of travel way

Existing ground

Class B masonry, rock face finish (MSE Wall) (Schedule B)

Simulated stone masonry surface treatment (Schedule A)

(Schedule B) rock face finish (MSE Wall)

Class B masonry, (Schedule A) surface treatment

Simulated stone masonry

Top of wall slab

Approach

Finish abutment grade

S84 °07 '01

"E

7 1

3,790 3,790

3,795 3,795

3,800 3,800

3,805 3,805

3,810 3,810

3,815 3,815

3,820 3,820

3,825 3,825

3,830 3,830

3,835 3,835

3,840 3,840

3,845 3,845

3,850 3,850

3,855 3,855

3,860 3,860

3,865 3,865

3,870 3,870

500+00 500+50 501+00 501+50 502+00 d e g r e e c o r n e r

W e s t a b u tm e n t f a c e

M

A

IN

.5

R

T

W

A L

L

.3 d e g r e e c o r n e r

W e s t a b u tm e n t f a c e

M

A

IN

.5

L

T

W

A L

L

.6

[1]

[4] See S Sheets for Simulated stone masonry surface treatment or Class B masonry, rock face finish quantities associated with the…