A001 Red Rock.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A001

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: LAURA VALLEJOS

HFLCEO240399PR

6982AF24B000016

NV FLAP 500(1)12/20/2024

11/25/2024

0*

* See Item 14

IFB

Remove and replace pages A-1, and A-7 thru A-20 with the attached corresponding pages.

Plans Remove and replace pages B1 thru B5, B14, T21, and T22 with the attached corresponding pages.

1 25

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF24B000016

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/25/2024

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

HFLCEO240399PR

6. PROJECT NO.

NV FLAP 500(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Laura Vallejos, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 1/07/25 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

01/14/25

Amendment A001 12.20.2024

Leslie.Karsten Cross-Out

A - 7

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. 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

Project No:NV FLAP 500(1)

Project Name:Red Rock Trail

Amendment A001 12.20.2024

A - 8

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55901-0000 MEMBRANE WATERPROOFING

56302-1000 PAINTING, CONCRETE STRUCTURE

64604-3000 FIXTURE, PEDESTRIAN RAILING (BRIDGE RAILING)

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15214-1000 SURVEY AND STAKING, BRIDGE (PEDESTRIAN BRIDGE)

ALL LPSM $___LPSM_____ $____________

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.986 MILE $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

1.973 MILE $____________ $____________

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

Project Name:Red Rock Trail

(Contractor-furnished Lab)

A - 9

A0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0240 20101-0000 CLEARING AND GRUBBING

4.5 ACRE $____________ $____________

A0260 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

90 LNFT $____________ $____________

A0280 20302-0700 REMOVAL OF FENCE

85 LNFT $____________ $____________

A0300 20302-1200 REMOVAL OF GUARDRAIL

100 LNFT $____________ $____________

A0320 20315-0000 SAWCUTTING PAVEMENT

275 LNFT $____________ $____________

A0340 20420-0000 EMBANKMENT CONSTRUCTION

4,300 CUYD $____________ $____________

A0360 20421-0000 ROCK EXCAVATION

115 CUYD $____________ $____________

A0380 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

2,400 CUYD $____________ $____________

A0400 20801-0000 STRUCTURE EXCAVATION

80 CUYD $____________ $____________

A0420 20803-0000 STRUCTURAL BACKFILL

80 CUYD $____________ $____________

A0440 20810-0000 SHORING AND BRACING

ALL LPSM $___LPSM_____ $____________

A0460 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

25 CUYD $____________ $____________

A0480 25101-2700 PLACED RIPRAP, METHOD B, CLASS 7

1,450 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

A - 10

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,050 TON $____________ $____________

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,230 TON $____________ $____________

A0540 40601-0000 FOG SEAL

3 TON $____________ $____________

A0560 41102-1000 PRIME COAT, METHOD 1

7,200 SQYD $____________ $____________

A0580 41105-0000 BLOTTER

11 TON $____________ $____________

A0600 41201-0000 TACK COAT

4 TON $____________ $____________

A0620 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH DEPTH

230 SQYD $____________ $____________

A0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

126 CUYD $____________ $____________

A0660 55235-0000 EXPANSION JOINTS

5 LNFT $____________ $____________

A0680 55302-1400 PRECAST, PRESTRESSED CONCRETE BOX BEAM, NON-STANDARD

820 LNFT $____________ $____________

A0700 55401-1000 REINFORCING STEEL

22,300 LB $____________ $____________

A0720 55901-0000 MEMBRANE WATERPROOFING

350 SQYD $____________ $____________

A0740 56302-1000 PAINTING, CONCRETE STRUCTURE

2,315 SQFT $____________ $____________

A0760 56401-1000 BEARING DEVICE, ELASTOMERIC

32 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

A - 11

A0780 56501-0400 DRILLED SHAFT, 36-INCH DIAMETER

160 LNFT $____________ $____________

A0800 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

100 LNFT $____________ $____________

A0820 58502-0000 ULTRA HIGH PERFORMANCE CONCRETE

ALL LPSM $___LPSM_____ $____________

A0840 60201-0600 18-INCH PIPE CULVERT

50 LNFT $____________ $____________

A0860 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

45 LNFT $____________ $____________

A0880 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

35 LNFT $____________ $____________

A0900 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A0920 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

A0940 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

A0960 60403-0000 INLET

1 EACH $____________ $____________

A0980 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

110 LNFT $____________ $____________

A1000 60906-1000 GUTTER, CONCRETE

55 SQYD $____________ $____________

A1020 61501-0100 SIDEWALK, CONCRETE

335 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

A - 12

A1040 61601-1000 SLOPE PAVING, CONCRETE

30 SQYD $____________ $____________

A1060 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (8' POSTS)

100 LNFT $____________ $____________

A1080 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

1 EACH $____________ $____________

A1100 61707-0000 STRUCTURE TRANSITION RAILING

25 LNFT $____________ $____________

A1120 61901-0900 FENCE, BARBED WIRE, 4 STRAND

110 LNFT $____________ $____________

A1140 61904-0000 BOLLARD POST (REMOVABLE)

6 EACH $____________ $____________

A1160 62036-0000 JOINT SEALANT

55 LNFT $____________ $____________

A1180 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1200 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1220 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1240 62201-3000 HYDRAULIC EXCAVATOR

40 HOUR $____________ $____________

A1260 62301-0000 GENERAL LABOR

30 HOUR $____________ $____________

A1280 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

30 HOUR $____________ $____________

A1300 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

A - 13

A1320 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (AUTHORIZED DESERT

TORTOISE AND PLANT BIOLOGIST ADTB)

ALL LPSM $___LPSM_____ $____________

A1340 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1.300 ACRE $____________ $____________

A1360 62510-2000 SEEDING, HYDRAULIC METHOD

3.1 ACRE $____________ $____________

A1380 62515-2000 MULCHING, HYDRAULIC METHOD

3.1 ACRE $____________ $____________

A001 A1400 62901-0000 ROLLED EROSION CONTROL PRODUCT

6,900 SQYD $____________ $____________

A001 A1410 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

6,900 SQYD $____________ $____________

A1420 63301-0000 SIGN SYSTEM

3 EACH $____________ $____________

A1440 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

460 LNFT $____________ $____________

A1460 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

4,740 LNFT $____________ $____________

A1480 63401-1900 PAVEMENT MARKINGS, TYPE J, SOLID

300 LNFT $____________ $____________

A1500 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D)

1 EACH $____________ $____________

A1520 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

1 EACH $____________ $____________

A1540 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

A - 14

A1560 64604-3000 FIXTURE, PEDESTRIAN RAILING (BRIDGE RAILING)

460 LNFT $____________ $____________

A1580 64604-3000 FIXTURE, PEDESTRIAN RAILING

450 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NV FLAP 500(1)

Project Name:Red Rock Trail

A0140 15401-0000 CONTRACTOR TESTING

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $___LPSM_____ $____________

(Bid Item Alternative: Government Furnished Lab)

A - 15

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

X0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.340 MILE $____________ $____________

X0080 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.340 MILE $____________ $____________

X0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0160 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0220 20101-0000 CLEARING AND GRUBBING

2.1 ACRE $____________ $____________

X0240 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

X0260 20302-0700 REMOVAL OF FENCE

230 LNFT $____________ $____________

X0280 20315-0000 SAWCUTTING PAVEMENT

2,040 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NV FLAP 500(1)

Project Name:Red Rock Trail

(Contractor-furnished Lab)

A - 16

X0300 20420-0000 EMBANKMENT CONSTRUCTION

1,500 CUYD $____________ $____________

X0320 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

1,200 CUYD $____________ $____________

X0340 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

10 CUYD $____________ $____________

X0360 25125-0000 BOULDER

87 EACH $____________ $____________

X0380 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,700 TON $____________ $____________

X0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

2,200 TON $____________ $____________

X0420 40601-0000 FOG SEAL

2 TON $____________ $____________

X0440 41102-1000 PRIME COAT, METHOD 1

5,970 SQYD $____________ $____________

X0460 41105-0000 BLOTTER

9 TON $____________ $____________

X0480 41201-0000 TACK COAT

5 TON $____________ $____________

X0500 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH DEPTH

70 SQYD $____________ $____________

X0520 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

55 LNFT $____________ $____________

X0540 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NV FLAP 500(1)

A - 17

X0560 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

300 LNFT $____________ $____________

X0580 60915-1000 WHEELSTOP, CONCRETE

17 EACH $____________ $____________

X0600 61901-0900 FENCE, BARBED WIRE, 4 STRAND

560 LNFT $____________ $____________

X0620 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X0640 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

X0660 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

X0680 62201-3000 HYDRAULIC EXCAVATOR

40 HOUR $____________ $____________

X0700 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X0720 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

X0740 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X0760 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (AUTHORIZED DESERT

TORTOISE AND PLANT BIOLOGIST ADTB)

ALL LPSM $___LPSM_____ $____________

X0780 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

0.500 ACRE $____________ $____________

X0800 62510-2000 SEEDING, HYDRAULIC METHOD

1.2 ACRE $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NV FLAP 500(1)

A - 18

X0820 62515-2000 MULCHING, HYDRAULIC METHOD

1.2 ACRE $____________ $____________

A001 X0840 62901-0000 ROLLED EROSION CONTROL PRODUCT

1,400 SQYD $____________ $____________

A001 X0850 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

1,400 SQYD $____________ $____________

X0860 63301-0000 SIGN SYSTEM

22 EACH $____________ $____________

X0880 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

X0900 63316-1000 REMOVE AND RESET SIGN (RELOCATE STONE SIGN)

1 EACH $____________ $____________

X0920 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

23,000 LNFT $____________ $____________

X0940 63401-0850 PAVEMENT MARKINGS, TYPE D, DOTTED

2,850 LNFT $____________ $____________

X0960 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D)

6 EACH $____________ $____________

X0980 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

10 EACH $____________ $____________

X1000 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

13 EACH $____________ $____________

X1020 63405-1500 PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

10 EACH $____________ $____________

X1040 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

X1060 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NV FLAP 500(1)

A - 19

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NV FLAP 500(1)

Project Name:Red Rock Trail

X0120 15401-0000 CONTRACTOR TESTING

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $___LPSM_____ $____________

(Bid Item Alternative: Government Furnished Lab)

A - 20

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base

Schedule X - Option

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:NV FLAP 500(1)

Sheet and Description

B6-B7 B9 B10 B11 B12-B13 B14 B15 S2

Grading Drainage Surfacing, Survey

Pavement

Markings

Permanent

Sign

Clearing and

Seeding

Removals, Misc.

Structures Allowance

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-1000 SURVEY AND STAKING, BRIDGE

(PEDESTRIAN BRIDGE) LPSM ALL

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 3 3

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING

AND GRUBBING CONTROL MILE 0.986 0.986

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.973 1.973

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0200 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0240 20101-0000 CLEARING AND GRUBBING ACRE 4.4 0.1 4.5

A0260 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 82 8 90

A0280 20302-0700 REMOVAL OF FENCE LNFT 82 3 85

A0300 20302-1200 REMOVAL OF GUARDRAIL LNFT 93 7 100

A0320 20315-0000 SAWCUTTING PAVEMENT LNFT 271 4 275

A0340 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,912 388 4,300

A0360 20421-0000 ROCK EXCAVATION Removal of potential

CUYD 111 4 115 caliche

A0380 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 2,153 247 2,400

A0400 20801-0000 STRUCTURE EXCAVATION CUYD 80 80 Contract Quantity

A0420 20803-0000 STRUCTURAL BACKFILL CUYD 80 80 Contract Quantity

A0440 20810-0000 SHORING AND BRACING LPSM ALL

A0460 25101-2200 PLACED RIPRAP, METHOD B, CLASS

2 CUYD 20 5 25

A0480 25101-2700 PLACED RIPRAP, METHOD B, CLASS

7 CUYD 1,317 133 1,450

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,020 30 2,050

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,095 91 44 1,230

A0540 40601-0000 FOG SEAL TON 3 3

A0560 41102-1000 PRIME COAT, METHOD 1 SQYD 6,961 239 7,200

A0580 41105-0000 BLOTTER TON 10 1 11

A0600 41201-0000 TACK COAT TON 3 1 4

MileStone: Amendment A001

Amendment Review Date: 12/18/24

Report Date: 12/18/24

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A

-D e c -2

:3

A

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities g e c k o \t b g \C

F L R e d R o c k C a n y o n P a th

\3 E s ti m a te

\1 A m e n d m e n t e e b a c s -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

PROJECT

B1

NV FLAP 500(1)

RED ROCK TRAIL

SHEET

NUMBER

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

12/18/2024

Grading Drainage Surfacing, Survey

Pavement

Markings

Permanent

Sign

Clearing and

Seeding

Removals, Misc.

Structures Allowance

Bid

Schedule

A0620 50101-2600 MINOR CONCRETE PAVEMENT, Soaring Club Access

PLAIN, 6-INCH DEPTH SQYD 225 5 230

A0640 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 13 113 126

A0660 55235-0000 EXPANSION JOINTS LNFT 5 5 Contract Quantity

A0680 55302-1400 PRECAST, PRESTRESSED CONCRETE

BOX BEAM, NON-STANDARD LNFT 816 4 820

A0700 55401-1000 REINFORCING STEEL LB 1,500 20,800 22,300 Contract Quantity

A0720 55901-0000 MEMBRANE WATERPROOFING SQYD 350 350 Contract Quantity

A0740 56302-1000 PAINTING, CONCRETE STRUCTURE SQFT 2,315 2,315 Contract Quantity

A0760 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 32 32

A0780 56501-0400 DRILLED SHAFT, 36-INCH DIAMETER LNFT 160 160

A0800 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER LNFT 100 100

A0820 58502-0000 ULTRA HIGH PERFORMANCE CONCRETE LPSM ALL Contract Quantity

A0840 60201-0600 18-INCH PIPE CULVERT LNFT 45 5 50

A0860 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT LNFT 40 5 45

A0880 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT LNFT 32 3 35

A0900 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 1 1

A0920 60211-0600 END SECTION FOR 18-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

A0940 60211-0800 END SECTION FOR 24-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

A0960 60403-0000 INLET EACH 1 1

A0980 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 103 7 110

A1000 60906-1000 GUTTER, CONCRETE SQYD 52 3 55

A1020 61501-0100 SIDEWALK, CONCRETE SQYD 332 3 335

A1040 61601-1000 SLOPE PAVING, CONCRETE SQYD 24 6 30

A1060 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS (8' POSTS) LNFT 88 12 100

A1080 61702-1600 TERMINAL SECTION, TYPE MGS

FLARED EACH 1 1

A1100 61707-0000 STRUCTURE TRANSITION RAILING LNFT 25 25

A1120 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 105 5 110

A1140 61904-0000 BOLLARD POST (REMOVABLE) EACH 6 6

-D e c -2

:3

A

M

MileStone: Amendment A001

Amendment Review Date: 12/18/24

Report Date: 12/18/24 g e c k o \t b g \C

F L R e d R o c k C a n y o n P a th

\3 E s ti m a te

\1 A m e n d m e n t e e b a c s -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

PROJECT

B2

NV FLAP 500(1)

RED ROCK TRAIL

SHEET

NUMBER

B1A

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

Grading Drainage Surfacing, Survey

Pavement

Markings

Permanent

Sign

Clearing and

Seeding

Removals, Misc.

Structures Allowance

Bid

Schedule

A1160 62036-0000 JOINT SEALANT LNFT 52 3 55

A1180 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1200 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A1220 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A1240 62201-3000 HYDRAULIC EXCAVATOR HOUR 40

A1260 62301-0000 GENERAL LABOR HOUR 30

A1280 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 30

A1300 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A1320 62303-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES (AUTHORIZED DESERT

TORTOISE AND PLANT BIOLOGIST

ADTB) LPSM ALL

A1340 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 1.286 0.014 1.300

A1360 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.0 0.1 3.1

A1380 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 3.0 0.1 3.1

A001 A1400 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 6,750 150 6,900

A001 A1410 62901-1000 ROLLED EROSION CONTROL

PRODUCT, TYPE 3.B SQYD 6,750 150 6,900

A1420 63301-0000 SIGN SYSTEM EACH 3 3

A1440 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 459 1 460

A1460 63401-0800 PAVEMENT MARKINGS, TYPE D,

BROKEN LNFT 4,731 9 4,740

A1480 63401-1900 PAVEMENT MARKINGS, TYPE J,

SOLID LNFT 300 300

A1500 63405-0050 PAVEMENT MARKINGS, SYMBOLS

(TYPE D) EACH 1 1

A1520 63405-1350 PAVEMENT MARKINGS, TYPE D,

STRAIGHT ARROW EACH 1 1

A1540 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1560 64604-3000 FIXTURE, PEDESTRIAN RAILING Contract Quantity

(BRIDGE RAILING) LNFT 460 460

A1580 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 448 2 450

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:3

A

M

MileStone: Amendment A001

Amendment Review Date: 12/18/24

Report Date: 12/18/24 g e c k o \t b g \C

F L R e d R o c k C a n y o n P a th

\3 E s ti m a te

\1 A m e n d m e n t e e b a c s -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

PROJECT

B3

NV FLAP 500(1)

RED ROCK TRAIL

SHEET

NUMBER

B2

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

Grading Drainage Surfacing, Survey

Pavement

Markings

Permanent

Sign

Clearing and

Seeding

Removals, Misc.

Structures Allowance

Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 1 1

X0060 15225-0000 SLOPE, REFERENCE, AND CLEARING

AND GRUBBING CONTROL MILE 0.340 0.340

X0080 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.340 0.340

X0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0120 15401-0000 CONTRACTOR TESTING LPSM ALL

X0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0180 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

X0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0220 20101-0000 CLEARING AND GRUBBING ACRE 2.0 0.1 2.1

X0240 20301-2400 REMOVAL OF SIGN EACH 2 2

X0260 20302-0700 REMOVAL OF FENCE LNFT 224 6 230

X0280 20315-0000 SAWCUTTING PAVEMENT LNFT 2,017 23 2,040

X0300 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,320 180 1,500

X0320 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 1,106 94 1,200

X0340 25101-2200 PLACED RIPRAP, METHOD B, CLASS

2 CUYD 8 2 10

X0360 25125-0000 BOULDER EACH 87 87

X0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,651 49 1,700

X0400 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,116 84 2,200

X0420 40601-0000 FOG SEAL TON 2 2

X0440 41102-1000 PRIME COAT, METHOD 1 SQYD 5,680 290 5,970

X0460 41105-0000 BLOTTER TON 8 1 9

X0480 41201-0000 TACK COAT TON 4 1 5

X0500 50101-2600 MINOR CONCRETE PAVEMENT, Concrete foundation

PLAIN, 6-INCH DEPTH for relocated Red

SQYD 67 3 70 Rock sign

X0520 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT LNFT 50 5 55

X0540 60211-0600 END SECTION FOR 18-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

X0560 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 287 13 300

-D e c -2

:3

A

M

MileStone: Amendment A001

Amendment Review Date: 12/18/24

Report Date: 12/18/24 g e c k o \t b g \C

F L R e d R o c k C a n y o n P a th

\3 E s ti m a te

\1 A m e n d m e n t e e b a c s -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

PROJECT

B4

NV FLAP 500(1)

RED ROCK TRAIL

SHEET

NUMBER

B3

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

Grading Drainage Surfacing, Survey

Pavement

Markings

Permanent

Sign

Clearing and

Seeding

Removals, Misc.

Structures Allowance

Bid

Schedule

X0580 60915-1000 WHEELSTOP, CONCRETE EACH 17 17

X0600 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 552 8 560

X0620 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

X0640 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

X0660 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

X0680 62201-3000 HYDRAULIC EXCAVATOR HOUR 40

X0700 62301-0000 GENERAL LABOR HOUR 40

X0720 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 40

X0740 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

X0760 62303-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES (AUTHORIZED DESERT

TORTOISE AND PLANT BIOLOGIST

ADTB) LPSM ALL

X0780 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.427 0.073 0.500

X0800 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.1 0.1 1.2

X0820 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.1 0.1 1.2

A001 X0840 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 1,340 60 1,400

A001 X0850 62901-1000 ROLLED EROSION CONTROL

PRODUCT, TYPE 3.B SQYD 1,340 60 1,400

X0860 63301-0000 SIGN SYSTEM EACH 22 22

X0880 63316-1000 REMOVE AND RESET SIGN EACH 3 3

X0900 63316-1000 REMOVE AND RESET SIGN Relocation of

(RELOCATE STONE SIGN) existing Red Rock

EACH 1 1 Canyon sign

X0920 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 22,959 41 23,000

X0940 63401-0850 PAVEMENT MARKINGS, TYPE D,

DOTTED LNFT 2,850 2,850

X0960 63405-0050 PAVEMENT MARKINGS, SYMBOLS

(TYPE D) EACH 6 6

X0980 63405-1300 PAVEMENT MARKINGS, TYPE D,

TURN ARROW EACH 10 10

-D e c -2

:3

A

M

MileStone: Amendment A001

Amendment Review Date: 12/18/24

Report Date: 12/18/24 g e c k o \t b g \C

F L R e d R o c k C a n y o n P a th

\3 E s ti m a te

\1 A m e n d m e n t e e b a c s -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

(5

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

PROJECT

B5

NV FLAP 500(1)

RED ROCK TRAIL

SHEET

NUMBER

B4

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

Grading Drainage Surfacing, Survey

Pavement

Markings

Permanent

Sign

Clearing and

Seeding

Removals, Misc.

Structures Allowance

Bid

Schedule

X1000 63405-1350 PAVEMENT MARKINGS, TYPE D,

STRAIGHT ARROW EACH 13 13

X1020 63405-1500 PAVEMENT MARKINGS, TYPE D,

"STOP" WORD MESSAGE EACH 10 10

X1040 63405-1650 PAVEMENT MARKINGS, TYPE D,

ACCESSIBILITY SYMBOL EACH 1 1

X1060 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-D e c -2

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A

M

MileStone: Amendment A001

Amendment Review Date: 12/18/24

Report Date: 12/18/24 g e c k o \t b g \C

F L R e d R o c k C a n y o n P a th

\3 E s ti m a te

\1 A m e n d m e n t e e b a c s -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

(6

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

PROJECT

B6

NV FLAP 500(1)

RED ROCK TRAIL

SHEET

NUMBER

B5

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

B14

SUMMARY

CLEARING AND SEEDING

1 Amendment A001: Revised item 62901-0000 to 62901-1000

REVISED 12/18/2024 1

D

E S

IG

N

S U

B M

IT

T

A L

RED ROCK TRAIL

NV FLAP 500(1)

:2

P

M

J u n e

D e f a u lt c p w w o r k d ir

\j a c o b s u s v a p w

\d m s \R

R T

B

O R

G

E N

.d g n

PROJECT

NUMBER

SHEET

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

U.S. CUSTOMARY SPECIAL

6" min. overlap

4" min. edge overlap

3' max. c-c

6" x 6" trench

12" max. c-c

12" max. c-c

12" max. c-c

3'

Slope stake

6" x 6" trench

See Note 1

Staple Spacing

12" spacing

Staple

12" spacing

Staples

FLOW PERSPECTIVE VIEW

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

NOTE:

Staple

NO SCALE

native soil

Compacted

Toe of slope

Erosion control blanket

Compacted native soil blanket control

Erosion

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

See Detail B at toe of slope

Anchor trench

See Detail C

Shingle splice

See Detail A at top of slope

Anchor trench

3.

2.

1.

3.B on all slopes 1:3 and steeper.

Use Rolled Erosion Control Product (RECP) Type

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

Se e

Not e

Pr ev ail in g wi nd

T21

1 Amendment A001: Revised item 62901-0000 to 62901-1000

REVISED 12/18/2024 629-A 1

D E

S

IG

N S

U B

M

IT

T A

L

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:2

J u n e

D e f a p w w o r k d ir

\j a c o b s u s v a p w

\d m s \R

R T

B

O R

G

E N

.d g n

PROJECT

NUMBER

SHEET

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026

T R

R T

.d g n

T22

U.S. CUSTOMARY SPECIAL

NO SCALE

3' max. c-c

Staple6" max. c-c

Staple

6" min. edge overlap

12" max. c-c

Staple

6" max. c-c

12'' max. c-c end overlap

6" min.

6"

12" max. c-c

Staple

12'' max. c-c

Staple

See Detail D

Anchor trench

6"

6"

PERSPECTIVE VIEW

NOTE:

1.

blanket control

Erosion

FLOW

blanket control

Erosion

Staple

FL

OW blanket control

Erosion

Staple edges

Blanket

(typ.)

Staple ends

Blanket

Erosion control blanket

FLOW

5.

4.

3.

2.

1.

Compacted native soil native soil

Compacted

See Note 2

INITIAL ANCHOR

DETAIL A

CHECK SLOT

DETAIL B

SHINGLE SPLICE

DETAIL C

ANCHOR TRENCH

DETAIL D

See Detail A

Initial anchor

See Detail B

Check slot

See Detail C

Shingle splice

See Detail D

Anchor trench a V-ditch.

Trapezoidal ditch shown. Similar details for

Roll ends may be spliced in a check slot.

manufacturer's recommendations.

Provide check slots according to the recommendations.

Install staples according to the manufacturer's all ditches.

Type 3.B on all slopes 1:3 and steeper and in

Use Rolled Erosion Control Product (RECP)

See Note 1

Staple Spacing

Compacted native soil

IN CHANNEL

CONTROL PRODUCT

ROLLED EROSION

1 Amendment A001: Revised item 62901-0000 to 62901-1000

629-BREVISED 12/18/2024

D E

S

IG

N S

U B

M

IT

T A

L

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:2

J u n e

D e f a p w w o r k d ir

\j a c o b s u s v a p w

\d m s \R

R T

B

O R

G

E N

.d g n

PROJECT

NUMBER

SHEET

CIVIL

Exp:

EERNI - G SN TAE TL EA

ON

FOI S N

S E

E VF A

DO

AR

P

JULIE

TRUMPOLDT

N 4o 1. 5030

06/30/2026