Am-0001_W9128F-21-R-0006.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

Amendment No. 0001 W9128F

REPAIR MASS PARKING APRON – SECTION IV, QJVF 1007861, MINOT AFB, NORTH DAKOTA

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 21 JAN 2021 at 1400 hours

Government Point of Contact: Booker L. Jordan, Jr., Contract Specialist, Booker.L.Jordan@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-21-R-0006

01/06/2021

12/09/2020

01/06/2021

Am #0001 - 1

Am #0001 - 2 (Continuation SF 30)

6 January 2021 Solicitation No. W9128F 21 R 0006

Date of Issue: 9 DEC 2020 New Date of Receiving Proposals: 21 JAN 2021

SUBJECT: Amendment No. 0001 to Request for Proposal Solicitation Package for Construction of REPAIR MASS PARKING APRON – SECTION IV, QJVF 1007861, MINOT

AFB, NORTH DAKOTA.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Standard Form 1442 (SF1442), Page 00 10 00-1, item 13.A., delete the time and date for proposal receipt and substitute “1400” and “21 JAN 2021”. Revised SF1442 is attached to this amendment.

(2) Section 01 30 00.24 Attachments, delete General Wage Rate Decision Number ND20200037 in its entirety and substitute General Wage Rate Decision Number ND20210054 dated 01/01/2021. General Wage Rate Decision Number ND20210054 dated 01/01/2021 is included as an attachment to this Amendment.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment.

Pages or Sections Deleted Pages or Sections Substituted or Added

02 61 13AT3 02 61 13AT3

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border and reissued with this amendment.

(1) SHEET G-002, INDEX

(2) SHEET C-002, PROJECT LOCATION PLAN - SHEET 2 OF 2

(3) SHEET CD101, REMOVAL PLAN - AREA A

(4) SHEET CD102, REMOVAL PLAN - AREA B

(5) SHEET CD201, PAVEMENT REMOVAL SECTIONS

(6) SHEET CP101, PAVING PLAN - AREA A

(7) SHEET CP102, PAVING PLAN - AREA B

(8) SHEET CP103, GEOMETRIC PLAN

(9) SHEET CP201, PAVEMENT REPLACEMENT SECTIONS

(10) SHEET CP401, JOINT LAYOUT PLAN - AREA A

(11) SHEET CP402, JOINT LAYOUT PLAN - AREA B

(12) SHEET CP501, JOINT DETAILS

(13) SHEET CP503, REINFORCEMENT DETAILS

(14) SHEET CP701, PAVEMENT MARKING PLAN - AREA A

(15) SHEET CP702, PAVEMENT MARKING PLAN - AREA B

(16) SHEET CP801, PAVEMENT MARKING DETAILS SHEET 1 OF 2

(17) SHEET CG101, GRADING PLAN - AREA A

(18) SHEET CG102, GRADING PLAN - AREA B

(19) SHEET CG301, SPOT ELEVATION PLAN - AREA A

(20) SHEET CG302, SPOT ELEVATION PLAN - AREA B

Am #0001 - 3 (Continuation SF 30)

(21) SHEET CG501, SUBDRAIN DETAILS

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 21 JAN 2021.

Attachments:

Section 00 10 00 – SF1442 and CLIN Pricing Schedule General Wage Rate Decisions ND20210054 dated 01/01/2021 Specifications listed in 1.b., above Drawings listed in 1.c., above Site Visit Attendance List (For Information Only)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

6 JAN 2021

nep/2160

Am #0001 00 10 00 - 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F21R0006

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

9 DEC 2020

PAGES OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

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

6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Block 7

9. FOR INFORMATION

CALL:

A. NAME

Booker L. Jordan, Jr.

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) Use Email: Booker.L.Jordan@usace.army.mil

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 (Title, identifying no., date):

The offeror hereby agrees to do all work described in the documents entitled:

REPAIR MASS PARKING APRON – SECTION IV

QJVF 1007861

MINOT AFB, NORTH DAKOTA

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), SECTIONS 00 22 00 AND 00 45 00.

REFER TO BLOCK 13A FOR THE NUMBER OF COPIES TO BE SUBMITTED WITH THE ORIGINAL OFFER.

THIS SOLICITATION IS UNRESTRICTED AND IS OPEN TO BOTH LARGE AND SMALL BUSINESS PARTICIPITATION

11. The Contractor shall begin performance within 10 calendar days and complete it within ** calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (** See Section 00 73 00____________)

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 1400 (hour) local time 21 JAN 2021. If this is a sealed bid solicitation, offers must 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.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(d)

Am #0001 00 10 00 - 2

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

DUNS Number:

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within 60 calendar days after the date offers are due.

AMOUNTS

SEE ATTACHED CLIN PRICING SCHEDULE

Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

STANDARD FORM 1442 BACK (REV. 4-85)

CLIN SCHEDULE 00 10 00 - 3 W9128F-21-R-0006

Am #0001

CONTRACT LINE ITEM PRICING SCHEDULE

ITEM

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

AMOUNT

BASIC ITEMS

All work complete for construction of Repair Mass Parking Apron – Section IV, PN QJVF1007861, FY21, Minot AFB, North Dakota, excluding all CLIN’s listed separately below.

1 Job XXX $ ________________________

All work complete for the Concrete Pavement in accordance with the drawings and Section 32 13 14.13 CONCRETE

PAVEMENT FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS.

1 Job XXX $ ________________________

All work complete for the Hot-Mix Asphalt in accordance with the drawings and Section

32 12 15.13 HOT-MIX ASPHALT

AIRFIELD PAVING.

1 Job XXX $ ________________________

TOTAL AMOUNT BASIC ITEMS $_________________________

OPTION ITEMS

[Option]

Additional cost of all work complete for airfield pavement marking using Type III retroreflective beads in accordance with the drawings and Section 32 17 23 PAVEMENT MARKINGS in lieu of Type I retroreflective beads.

1 Job XXX $ ________________________

[Option]

Contaminated Soil Disposal – Includes all work to dispose of fuel contaminated soil found to be above North Dakota action levels requiring offsite disposal during construction and any offsite clean soil to replace contaminated soil volume.

8,000 Cubic Yards

Per Cubic

Yard

[Option]

Contaminated Groundwater – Includes all work to containerize, and properly dispose of contaminated petroleum-contaminated groundwater and provide notification to regulatory agencies for petroleum contaminated groundwater that cannot be discharged to the sewer.

500 Gallons

Per Gallon

[Option]

Access delays during concrete production placement. Estimated quantities are 25 hours. See Note 5 below.

1 Job XXX $ ________________________

[Option]

Access delays other than during concrete production placement. Estimated quantities are 75 hours. See Note 5 below.

1 Job XXX $ ________________________

TOTAL AMOUNT (ALL BASIC PLUS OPTION ITEMS)

CLIN SCHEDULE 00 10 00 - 4 W9128F-21-R-0006

Am #0001

NOTES:

1. See SECTION 00 21 00, INSTRUCTIONS TO OFFERORS (RFP) for evaluation of options. The Government reserves the right to exercise Option 0004 within 60 calendar days after issuance of Notice to Proceed, Options 0005 & 0006 anytime during required excavations for the contract, and remaining Options any time during construction.

2. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. In case of variation between the lump-sum prices and the total amount, the lump-sum prices will be considered the price submitted. In case of variation between the unit prices and the extensions, the unit prices will be considered the price submitted.

3. A modification to a proposal which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump-sum price and unit price affected.

4. Quantities for unit priced items are estimated only and the respective unit price will prevail in the event of an overrun or under-run subject to General Conditions (Contract Clauses) clause “Variation in Estimated Quantities”

5. Access Delays. Access Delays under Items 0007 and 0008 - Measure and pay for each half hour that the entire workforce is delayed, or prevented from accessing the project site. The Contractor’s superintendent shall notify the Contracting Officer’s on-site representative within twenty-four hours (24) of any delay restricting access to the jobsite. This item will be paid based on a half-hour of work basis. All partial half hours for a notified delay will be rounded up to the next half-hour increment. These access delays apply to Items 0001, 0002, 0003, 0005, and 0006.

Am #0001 ND20210054 - 1 01/01/2021

General Decision Number: ND20210054 01/01/2021

Superseded General Decision Number: ND20200054

State: North Dakota

Construction Type: Highway

Counties: North Dakota Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021

Am #0001 ND20210054 - 2 01/01/2021

ELEC0714-002 06/29/2020

ADAMS, BILLINGS, BOTTINEAU, BOWMAN, BURKE, DIVIDE, DUNN,

EMMONS, GOLDEN VALLEY, GRANT, HETTINGER, MCHENRY, MCKENZIE,

MCLEAN, MERCER, MOUNTRIAL, OLIVER, PIERCE, RENVILLE, ROLLETTE,

SHERIDAN, SOIUX, SLOPE, WARD, & WILLIAMS COUNTIES:

Rates Fringes

ELECTRICIAN

CABLE SPLICER...............$ 36.67 11.40+11.5%

ELECTRICIAN.................$ 34.92 11.40+11.5%

ELEC0714-003 12/02/2018

Rates Fringes

LINE CONSTRUCTION

CABLE SPLICER...............$ 43.50 29%+5.75

GROUNDMAN...................$ 24.62 29%+5.75

LINE EQUIPMENT OPERATOR.....$ 36.93 29%+5.75

LINEMAN.....................$ 43.50 29%+5.75

ELEC0714-005 06/29/2020

BURLIEGH, MORTON, STARK:

Rates Fringes

ELECTRICIAN

CABLE SPLICER...............$ 34.64 11.40+11.5%

ELECTRICIAN.................$ 34.70 11.40+11.5%

ELEC1426-002 06/01/2020

BARNES, BENSON, CAVALIER, DICKEY, EDDY, FOSTER, GRAND FORKS,

GRIGGS, KIDDER, LA MOURE, LOGAN, MCINTOSH, NELSON, PEMBINA,

RAMSEY, RANSOM, RICHLAND, SARGENT, STEELE, STUTSMAN, TOWNER,

TRAILL, WALSH, AND WELLS COUNTIES

Rates Fringes

CABLE SPLICER...............$ 33.97 11.5%+11.35

ELECTRICIAN.................$ 32.35 11.5%+11.35

ENGI0049-001 10/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 31.05 18.00

Am #0001 ND20210054 - 3 01/01/2021

GROUP 2.....................$ 29.65 18.00

GROUP 3.....................$ 29.40 18.00

GROUP 4.....................$ 29.25 18.00

GROUP 5.....................$ 28.40 18.00

GROUP 6.....................$ 27.10 18.00

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: All Cranes 60 tons and over, Cranes doing piling, sheeting, dragline/clam work, Derrick(Guy & Stiff), Gentry Crane Operator, Helicopter Operator, Mole Operator or Tunnel Mucking Machine, Power Shovel 3-1/2 CY. and over and Traveling Tower Crane.

GROUP 2: All Cranes 21 tons and up to 59 tons, Backhoe Operator 3 CY. and over, Creter Crane, Dredge Operator 12' and Over, Equipment Dispatcher, Finish Motor Grader, Front End Loader Operator 8 CY. and over, Master Mechanic (When supervising 5 or more Mechanics), Mon-o-rail Hoist Operator, Power Shovel up to and including 3-1/2 CY. and Tugboat.

GROUP 3: Cranes 20 tons and under, Asphalt Paving Machine Operator, Asphalt Plant Operator, Automated Grade Trimmer, Backhoe Operator 1 CY. up to and including 2-1/2 CY., Boom Truck Hydraulic (8 Tons & over), Cableway Operator, Concrete Batch Plant Operator(electronic or manual), Concrete Mixer Paving Machine Operator, Concrete Paver- Bridge Decks, Concrete Pump, Concrete Spreader Operator & Belt Placer, Crushing Plant Operator, Dozer Operator, Dredge Operator or Engineer 11'' and under, Drill Rigs, Heavy Duty Rotary or Chum or Cable Drill, Front End Loader (3-1/2 CY. up to and including 7-1/2 CY.), Gravel Washing & Screening Plant Operator, Locomotive, all types, Mechanic or Welder(heavy duty), Motor Grade Operator, Pavement Breaker (Non-Hydro Hammer type, Pipeline Wrapping, Cleaning & Bending Machine Operator, Power Actuated Auger and Horizontal Boring Machine Operator 6'' and over, Refrigeration Plant Engineer, Roto Milling Machine (Surface Planer) 43'' & over, Scraper Operator, Slip Form Concrete Paving Operator, Tandem Pushed Quad 9 or similar, Tractor with Boom Attachment, Trenching Machine- 100 HP. and over.

GROUP 4: Articulated/Off Road Hauler, Asphalt Dump Person, Asphalt Paving Screed Operator, Backhoe - up to and including 1/2 CY., Boring Machine locator, Console Board Operator, Distributor Operator (Bituminous), Forklift Operator, Front End Loader- 1-1/2 CY. up to and including 3 CY., Grade Person, Gravel Screening Plant Operator (not Crushing or Washing), Greaser, Lazer-Screed Operator, Longitudinal Float and Spray Operator, Micro surfacer Machine, Motor Grade Operator-Hual Roads, Paving Breaker- Hydro Hammer Type, Pugmill Operator, Push Tractor, Roller, Steel & Rubber on Hot Mix Asphalt Paving, Rotomill Machine

Am #0001 ND20210054 - 4 01/01/2021

(Surface Planer), up to and including 42'', Rumble Strip Machine, Sand and Chip Spreader, Self-propelled Sheepsfoot Packer with or without Blade attachment, Self-propelled Traveling Soil Stabilizer, Sheepsfoot Packer with Dozer attatchment- 100 HP and over, Shouldering Machine, Slip Form, Curb & Gutter Operator, Slurry Seal Machine, Tamping Machine Operator, Tie Tamper and Ballast Machine, Trenching Machine Operator- 46 HP up to and including 99 HP, Truck Mechanic, Well Points, Tub Grinder, Fuel/Lube Operator.

GROUP 5: Boom Truck- A- Frame or Hydraulic 2 tons up to and including 7 tons, Broom-Self propelled, Concrete Saw (Power Operated), Cure Bridge Operator, Front End Loader Operator, less than 1-1/2 CY., Mobile Cement Mixer, Power Actuated Auger & Horizontal Boring Machine Operator up to and including 5"", Roller, on other than Hot Mix Asphalt Paving, Oilers, Vibrating Packer Operator (Pad Type) Self-propelled, Water Spraying Equipment-Self Propelled, Skidsteer Operator with Attachments.

GROUP 6: Brakeman or Switchman, Curb Machine Operator (Manuel), Dredge or Tugboat Deckhand, Drill Truck Gravel/Testing Operator, Form Trench Digger (Power), Gunite Operator Gunall, Paint Machine Striping Operator, Pick-up Sweeper, 1CY. & over Hopper Capacity, Scissor Jack-Self Propelled Platform Lift, Straw Mulcher and Blower, Stump Chipper Operator, Tractor Pulling Compaction or Aerating Equipment, Trenching Machine Operator- up to and including 45 HP., Assistant/Apprentice Operator.

TEAM0638-002 10/01/2020

Rates Fringes

TRUCK DRIVER

Euclid over 20 yds..........$ 31.07 14.95 Single Axle Trucks..........$ 29.12 14.95 Tandem Tri Axle Semi, Low Boy and Off Road Heavy Duty End Dumps 20 yds & under.......................$ 29.55 14.95 Tandem Tri/ Axle Truck......$ 29.24 14.95

SUND2020-001 10/16/2020

Rates Fringes

CARPENTER........................$ 30.60 7.60

CEMENT MASON/CONCRETE FINISHER...$ 30.60 7.60

Cass County.................$ 14.72 3.40

Am #0001 ND20210054 - 5 01/01/2021

LABORER

GROUP 1.....................$ 22.65 3.15

GROUP 2.....................$ 22.90 3.15

GROUP 3.....................$ 23.05 3.15

GROUP 4.....................$ 23.80 3.15

LABORERS CLASSIFICATIONS

GROUP 1: General Construction Laborers: Sack Shaker (cement and mineral filler): Pipe Handler: Drill Runner Tender:

Salamander Heater and Blower Tender, Light truck, Pickup Driver, Flaggers and Pilot Car Drivers.

GROUP 2: Semi Skilled Laborer: Bulk Cement Handler: Conduit Layer, Telephone or Electrical: Form Setter (pavement): Gas Electric or pneumatic tool operator: Chipping Hammer, Grinders and Paving Brakers (tamper-drit) Concrete Vibrator Operator: Chain Saw Operator: Concrete Saw Operator:

Concrete Curing Man (not water): Bituminous worker (Shoveler, Dumper, Raker and Floated): Kettleman (bituminous or lead): Concrete Bucket Signlman: Power Buggy Operator: Brick and Mason Tender: Multiplate Pipelayer:

Culvert Pipe Layers: Carpenters Tenders.

GROUP 3: Caisson Worker: Bottom Man (sanitary sewer, storm sewer water and gas liners): Concrete Mixer Operator (one bag capacity): Mortar Mixer.

GROUP 4: Pipe Layers (sanitary sewer, storm sewer, water and gas lines): Drill runner (includes Wagon Churn or Air Track) Powderman, Gunite and Sandblast, Nozzleman, Reinforcing Steel Setters/Tiers, Concrete Finishers Tender.

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons

Am #0001 ND20210054 - 6 01/01/2021 resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average

Am #0001 ND20210054 - 7 01/01/2021 calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Am #0001 ND20210054 - 8 01/01/2021

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

PERFORMANCE STATEMENT OF WORK

POL Contamination Investigation/Remediation

USACE, NORTHWEST DIVISION

January 2021

Am #0001 02 61 13AT3

PERFORMANCE STATEMENT OF WORK

POL Contamination Investigation/Remediation

USACE, NORTHWEST DIVISION

1.0 DESCRIPTION OF WORK REQUIREMENT

This Performance Statement of Work (PWS) describes the objectives and technical approach for development of POL Contamination Investigation/Remediation at Section IV, Mass Parking Apron, Minot AFB, ND. Minot is currently replacing a portion of the aircraft apron for parking/refueling B52 aircraft. POL contaminated soils were found under other sections of the existing pavement to be replaced. Once the existing pavement is removed the contractor will investigate/remediate soils before the pavement will be replaced. Minot AFB is under a RCRA permit. The contamination cleanup level for the Mass Parking Apron site is identified as 50 parts per million (ppm) total petroleum hydrocarbons (TPH) in the current RCRA permit. All documents will meet the requirements/approval of the State of North Dakota and USACE.

2.0 CONTRACT REQUIREMENTS, OBJECTIVES, AND GENERAL WORK

EFFORT

This is a firm-fixed price delivery order contract.

• Prepare Work Plan, Sampling Plan, and APP/SSHP for the soil investigation

• Geophysical survey to locate abandon/new fuel lines

• Investigate potential surface spills

• DPT drilling/analytical according to accepted work plan

• Prepare Technical Memorandum outlining investigation findings

• Prepare brief Removal/Remediation Plan identifying soil to be remediated

• Prepare Technical Memorandum outlining removal/remediation, confirmation activities, and any contamination that remains

2.1 Phase I – Investigation

Delineate all contaminated soil under the proposed area of aircraft apron replacement (see drawings for project location). The site contains both currently used fuel lines and previously abandoned fuel lines. See fuel line as-built drawings for estimated locations and quantities of fuel lines within the project area. The Sampling Plan shall propose any recommended field screening technologies and initial sampling locations and shall provide rationale to support all recommended field screening and sampling locations. Process for determining contingency/follow-on sampling locations will be outlined. Assume advancing soil borings up to 20 feet below ground surface (bgs). Existing fuel lines may be as deep as 11 feet bgs. Previous studies have indicated that groundwater level is at 5 to 8 feet bgs. Assume 10% confirmation sampling. Assume analytical to include EPA SW 846 8260B (VOCs), 8270D (SVOCs), TPH- GRO and TPH-DRO. Prepare a Technical Memorandum outlining the findings of the Investigation and proposed Removal/Remediation Plan for the areas determined to be contaminated above the established cleanup level. If in situ treatments are proposed, or if excavation of soils is proposed, outline all proposed remediation approaches in the Removal/Remediation Plan. The plan shall identify contaminated soil that is required to be removed in order to construct the new PCC and ACC pavement sections. The Removal/Remediation plan shall identify proposed disposal location for contaminated media.

Soil that will not be removed shall include contaminated soil that is beyond or below the repair project. The Contractor must obtain acceptance of the Removal/Remediation Plan from USACE prior to beginning remediation work.

2.2 Phase II – Removal/Remediation

Perform removal/remediation in accordance with the approved Removal/Remediation Plan.

Properly dispose of all contaminated soil and/or groundwater impacted by the project. Following remediation tasks, develop a technical memorandum to summarize the removal/ remediation activities and confirmation sampling.

COSTS: Contractor will include labor, materials, and laboratory and travel expenses required for each of the tasks listed above.

3.0 QUALITY OF WORK STATEMENT

To ensure that the highest quality of work is met for documents submitted under this SOW, quality control (QC) criteria shall be implemented. The Contractor will prepare written responses to reviewer’s comments.

4.0 REPORTING

The Contractor shall provide USACE with monthly progress reports reflecting the title of the project, the contract and delivery order numbers, project progress and dates of work performed, planned activities, revisions to schedules and percent complete.

5.0 GENERAL INFORMATION, PROGRESS REVIEW and TECHNICAL

ADEQUACY

At any appropriate time, representatives of the Contracting Officer may review the progress and technical adequacy of the Contractor’s work. Such review shall not relieve the Contractor from performing all contract requirements, except as may be waived by written instruction. The Contractor, under this task order, will interpose no objection or restriction to the Contracting Officer’s designation of a Contractor for the purpose of reviewing the adequacy and correctness of the work performed.

6.0 SPECIAL CONSIDERATIONS

6.1 General

All material gathered and developed in the performance of the work listed in this SOW shall be the property of the U.S. Army Corps of Engineers and shall not be used or distributed by the Contractor without the specific permission of U.S. Army Corps of Engineers. The content of any

Army supplied data or information shall not be disclosed (verbally or in writing) with any regulatory agency.

6.2 Conflict of Interest

The Contractor shall disclose any potential conflict of interests to the USACE Contracting Officer, immediately upon identification of such incidents.

6.3 Public Affairs

The Contractor shall not make available to the news media or publicly disclose any data generated without prior written approval from the U.S. Army Corps of Engineers. When approached by the news media, the Contractor shall refer members of the media to the U.S.

Army Corps of Engineers for response.

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INDEX

DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

GENERAL

ELECTRICAL (SITE)

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

C-003

C-002

C-001

G-002

G-001

LOW PROFILE BARRICADE AND ROPE & BARREL DETAILS

PROJECT LOCATION PLAN - SHEET 2 OF 2

PROJECT LOCATION PLAN - SHEET 1 OF 2

INDEX

COVER

MIB8_ES501.dwg

MIB8_ES101.dwg

AF113-10-09

AF113-10-09

ES501

ES101

MASS PARKING APRON FUEL LINE AS-BUILTS

MIB8_C-003.dwg

MIB8_C-002.dwg

MIB8_C-001.dwg

MIB8_G-002.dwg

MIB8_G-001.dwg

MIB8_ES910.dwg

MIB8_ES909.dwg

MIB8_ES908.dwg

MIB8_ES907.dwg

MIB8_ES906.dwg

MIB8_ES905.dwg

MIB8_ES904.dwg

MIB8_ES903.dwg

MIB8_ES902.dwg

MIB8_ES901.dwg

MIB8_MU912.dwg

MIB8_MU911.dwg

MIB8_MU910.dwg

MIB8_MU909.dwg

MIB8_MU908.dwg

MIB8_MU907.dwg

MIB8_MU906.dwg

MIB8_MU905.dwg

MIB8_MU904.dwg

MIB8_MU903.dwg

MIB8_MU902.dwg

MIB8_MU901.dwg

MIB8_CP903.dwg

MIB8_CP902.dwg

MIB8_CP901.dwg

MIB8_B-901.dwg

ES910

ES909

ES908

ES907

ES906

ES905

ES904

ES903

ES902

ES901

MU912

MU911

MU910

MU909

MU908

MU907

MU906

MU905

MU904

MU903

MU902

MU901

CP903

CP902

CP901

B-901

MPA FUEL LINE GROUNDING POINT DETAILS AS BUILTS - FOR INFORMATION ONLY

MPA FUEL LINE CATHODIC PROTECTION DETAILS AS BUILTS - SHEET 2 OF 2 - FOR INFORMATION ONLY

MPA FUEL LINE CATHODIC PROTECTION DETAILS AS BUILTS - SHEET 1 OF 2 - FOR INFORMATION ONLY

MPA FUEL LINE CATHODIC PROTECTION SITE PLAN AS BUILTS - SHEET 3 OF 3 - FOR INFORMATION ONLY

MPA FUEL LINE CATHODIC PROTECTION SITE PLAN AS BUILTS - SHEET 2 OF 3 - FOR INFORMATION ONLY

MPA FUEL LINE CATHODIC PROTECTION SITE PLAN AS BUILTS - SHEET 1 OF 3 - FOR INFORMATION ONLY

MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 4 OF 4 - FOR INFORMATION ONLY

MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 3 OF 4 - FOR INFORMATION ONLY

MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 2 OF 4 - FOR INFORMATION ONLY

MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 1 OF 4 - FOR INFORMATION ONLY

MPA FUEL PIT DETAILS AS BUILTS - SHEET 1 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 8 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 7 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 6 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 5 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 4 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 3 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 2 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE PROFILE AS BUILTS - SHEET 1 OF 8 - FOR INFORMATION ONLY

MPA FUEL LINE STE PLAN AS BUILTS - SHEET 3 OF 3 - FOR INFORMATION ONLY

MPA FUEL LINE STE PLAN AS BUILTS - SHEET 2 OF 3 - FOR INFORMATION ONLY

MPA FUEL LINE STE PLAN AS BUILTS - SHEET 1 OF 3 - FOR INFORMATION ONLY

FUEL PIT PLANS AND DETAILS - FOR INFORMATION ONLY

EXISTING SURFACE DRAINAGE DETAILS - FOR INFORMATION ONLY

REFUELING OUTLET REPLACEMENT DETAILS - FOR INFORMATION ONLY

EXISTING BORING LOCATION PLAN & LOGS - FOR INFORMATION ONLY

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

CATHODIC PROTECTION DETAILS.

ELECTRICAL SITE PLAN

GEOTECHNICAL

MIB8_B-301.dwg

MIB8_B-101.dwg

AF113-10-09

AF113-10-09

B-301

B-101

PAVEMENT CORING LOGS

PAVEMENT CORING LOCATION PLAN

EXISTING CONDITIONS

CIVIL (SITE)

MIB8_CG502.dwg

MIB8_CG501.dwg

MIB8_CG302.dwg

MIB8_CG301.dwg

MIB8_CG102.dwg

MIB8_CG101.dwg

MIB8_CP802.dwg

MIB8_CP801.dwg

MIB8_CP702.dwg

MIB8_CP701.dwg

MIB8_CP506.dwg

MIB8_CP505.dwg

MIB8_CP504.dwg

MIB8_CP503.dwg

MIB8_CP502.dwg

MIB8_CP501.dwg

MIB8_CP402.dwg

MIB8_CP401.dwg

MIB8_CP201.dwg

MIB8_CP103.dwg

MIB8_CP102.dwg

MIB8_CP101.dwg

MIB8_CD201.dwg

MIB8_CD102.dwg

MIB8_CD101.dwg

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

AF113-10-09

CG502

CG501

CG302

CG301

CG102

CG101

CP802

CP801

CP702

CP701

CP506

CP505

CP504

CP503

CP502

CP501

CP402

CP401

CP201

CP103

CP102

CP101

CD201

CD102

CD101

HEAVY DUTY MANHOLE DETAILS

SUBDRAIN DETAILS

SPOT ELEVATION PLAN - AREA B

SPOT ELEVATION PLAN - AREA A

GRADING PLAN - AREA B

GRADING PLAN - AREA A

PAVEMENT MARKING DETAILS - SHEET 2 OF 2

PAVEMENT MARKING DETAILS - SHEET 1 OF 2

PAVEMENT MARKING PLAN - AREA B

PAVEMENT MARKING PLAN - AREA A

TYPICAL BOLLARD DETAILS

PIT POSITIONING AND ELEVATION PLAN

PIT SURFACE DRAINAGE DETAILS

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA B

JOINT LAYOUT PLAN - AREA A

REPLACEMENT PAVEMENT SECTIONS

GEOMETRIC PLAN

PAVING PLAN - AREA B

PAVING PLAN - AREA A

PAVEMENT REMOVAL SECTIONS

PAVEMENT REMOVAL PLAN - AREA B

PAVEMENT REMOVAL PLAN - AREA A

MIB8_VF102.dwg

MIB8_VF101.dwg

MIB8_VF100.dwg

AF113-10-09

AF113-10-09

AF113-10-09

VF102

VF101

VF100

EXISTING CONDITIONS PLAN - AREA B

EXISTING CONDITIONS PLAN - AREA A

TOPOGRAPHIC SURVEY INFORMATION PLAN

W

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THE ENTIRE WIDTH OF THE MPA

BE LOCATED AT STA. 15+00 AND SPAN

LOW PROFILE BARRICADES SHALL

MARKINGS - SEE NOTE 3

TEMPORARY RESTRICTED AREA

WARNING SIGN (TYP.)

NEW RESTRICTED AREA

IS UNIMPROVED NATIVE GRASSES

AT THIS LOCATION, HAUL ROUTE

CONCURRENT CONSTRUCTION NOTE 2

AIRFIELD ACCESS - SEE NOTES 5, 6 &

MARKINGS - SEE NOTE 3

TEMPORARY RESTRICTED AREA

WARNING SIGN (TYP.)

NEW RESTRICTED AREA

TURN STYLE TO REMAIN

EXISTING WALK-IN

FENCING (TYP.)

ROPE AND BARREL

BE LOCATED AT STA. 8+25

LOW PROFILE BARRICADES SHALL

BE LOCATED AT STA. 8+75

LOW PROFILE BARRICADES SHALL

CONSTRUCTION NOTE 1

SEE CONCURRENT

CONSTRUCTION NOTE 1

SEE CONCURRENT

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10+00

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MASS PARKING APRON

FLIGHT LINE DRIVE

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142.55'

EXISTING DOCK 6

BUILDING

EXISTING

NOTES:

LOW PROFILE BARRICADES - SEE NOTE 2

LEGEND:

CONSTRUCTING THE TEMPORARY ACCESS GATE TO COORDINATE WITH THE SECURITY FORCES.

GATE. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER 30 DAYS PRIOR TO

GOVERNMENT, PRIOR TO THE CONTRACTOR ESTABLISHING THE NEW TEMPORARY ACCESS

6. THE EXISTING INTRUSION DETECTION WIRE WITHIN THE FENCE WILL BE REMOVED BY THE

GATE.

CONTRACTING OFFICER. MINOT AFB SECURITY FORCES WILL PROVIDE A LOCK FOR THE SWING

COORDINATE THE LOCATION OF THE SWING GATE WITH SECURITY FORCES, THROUGH THE

TURN STYLE SHALL REMAIN, AS IS. THE CONTRACTOR SHALL INSTALL A SWING GATE AND

(4-INCHES) AND SEEDED AT THE COMPLETION OF HAULNG OPERATIONS. THE EXISTING WALK-IN

PROJECT. ALL GRASSED AREAS WHICH ARE DISTURBED SHALL BE SCARIFIED, TOPSOILED

SITE. ALL CURB AND GUTTER REMOVED SHALL BE REPLACED AT THE COMPLETION OF THE

EXISTING CONCRETE CURB AND GUTTER SO THAT TRUCKS CAN ACCESS THE CONSTRUCTION

FACILITATE TRUCK TRAFFIC TO THE CONSTRUCTION SITE. CONTRACTOR MAY HAVE TO REMOVE

SHOWN. THE CONTRACTOR SHALL REMOVE AS MUCH OF THE EXISTING FENCE AS NEEDED TO

5. THE CONTRACTOR SHALL ESTABLISH A NEW TEMPORARY ACCESS GATE AT THE LOCATION

CONTRACTORS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.

MARKINGS. ANY PERMANENT PAVEMENT MARKINGS THAT WERE MARRED OR REMOVED BY THE

PROJECT COMPLETION, THE CONTRACTOR SHALL REMOVE THE TEMPORARY RESTRICTED AREA

COORDINATED WITH THE AIRFIELD MANAGER AND THE SECURITY FORCES. IMMEDIATELY AFTER

TEMPORARY RESTRICTED AREA LINE. THE EXACT LOCATION OF THE LINE SHALL BE

4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL ESTABLISH THE NEW

3. SEE SHEET CP801 FOR RESTRICTED AREA WARNING SIGN DETAILS.

2. SEE SHEET C-003 FOR LOW PROFILE BARRICADE AND ROPE AND BARREL FENCING DETAILS.

1. SEE SHEET C-001 FOR GENERAL CONSTRUCTION NOTES.

CONTRACTOR HAUL ROUTE

ROPE AND BARREL FENCING - SEE NOTE 2

CONCURRENT CONSTRUCTION NOTES:

ACCESS ROAD. COORDINATE ACCESS TO THE WORK SITE TO PREVENT ACCESS DELAYS.

2. THE BASE UTILITY CONTRACTOR WILL BE INSTALLING A NEW WATERLINE BENEATH THE

THE SHOULDER WITH THE BASE UTILITY CONTRACTOR.

AROUND THE ENTIRE MASS PARKING APRON. CONTRACTOR SHALL COORDINATE WORK NEAR

1. THE BASE UTILITY CONTRACTOR WILL BE INSTALLING NEW WATER LINES AND FIRE HYDRANTS

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IN

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T

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IN

VER

T

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IN

VER

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9.

SF

T

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.9

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IN

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T=

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P

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.7 S

FT

IN

VER

T

.7

IN

VER

T

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VER

T

.8

IN

VER

T

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IN

VER

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0.

TO

P

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.9

8" D

IA

S

TE

EL

TO

P

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PE=

.2

M H

IN

VER

T=

9.

TO

P

EL.

.8

IN

VER

T

.1

IN

VER

T

.1

M H

IN

VER

T=

0.

TO

P

EL.

.1

IN

VER

T

.5

M H

IN

VER

T=

0.

TO

P

EL.

.3

ABAN

D

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ED

L

IF

T

STATI

O N

E E E T

T

E

E

G

E

F

G

F

S T O

MS

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

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E-

PA

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L

F

S E

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E

SEE NOTE 2

S E

E N

O T

E

ISOLATION PIT MPA-1 TO REMAIN

EXISTING HYDRANT FUEL

5'

12'

TO BE REMOVED

EXISTING MANHOLE

TO BE REMOVED

EXISTING MANHOLE

TO BE REMOVED

EXISTING MANHOLE

OUT TO REMAIN

EXISTING CLEAN

OUT TO REMAIN

EXISTING CLEAN

BLOCKS TO BE REMOVED

POINTS IN CONCRETE

EXISTING MOORING

BLOCKS TO BE REMOVED

POINTS IN CONCRETE

EXISTING MOORING

TO BE REMOVED

AND FOUNDATION

PROTECTIVE RAIL

TO BE REMOVED

AND FOUNDATION

PROTECTIVE RAIL

TO BE REMOVED BY OTHERS

EXISTING FIRE HYDRANT

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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A

C D

C D

C D

M A

S S P

A R

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IN

G A

P R

O N

C

CD201CD101

WWWW WWW WWW WWWWW WWW WWW W

.0

.4

.1

.9

.9

47.26'

67.07'

2 @ 25' = 50'2 @ 21.5' = 43'10 @ 25' = 250'23.5'6 @ 25' = 150'2 @ 25' = 50'

M A

S S P

A R

K

IN

G A

P R

O N

B

C D

C D

C D

W W

200'

169.03'

.2

26.4'29.23'

EXISTING BUILDING EXISTING DOCK 6

11.23'

3" ACC TO BE REMOVED

18" PCC TO BE REMOVED

TO BE REMOVED

16" - 18" PCC TRANSITION

TO BE REMOVED

15" - 16" PCC TRANSITION

15" PCC TO BE REMOVED

TO BE REMOVED

PAVEMENT MARKINGS

6.5" ACC TO BE REMOVED

ENTIRE PANEL REINFORCED - SEE NOTE 4W

LEGEND:

TO BE REMOVED

CATHODIC PROTECTION TEST PIT

NOTES:

DEFORMED BARS.

LABELED WITH A "W" ON THE PLAN VIEW ARE REINFORCED WITH 0.05% STEEL

4. ALL ODD-SHAPED SLABS, SLABS WITH STRUCTURAL PENETRATIONS AND SLABS

REPLACEMENT SECTIONS, RESPECTIVELY.

3. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVEMENT

VERTICAL SAWCUT.

2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL DEPTH,

FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CD201 FOR SAWCUT DETAIL.

1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE OR TRIPLE

PER DETAILS ON SHEET ES501 AND THE FUEL PIPE RECOATED.

MUST BE EXCAVATED,THE COATING SHALL BE GROUND OFF, THE WIRE REATTACHED

PORTS. IF WIRE IS DAMAGE OR DISCONNECTED FROM FUEL PIPE, THE FUEL PIPE

WIRES TO FUEL PIPES SHALL BE REUSED IN REPLACEMENT STATIONS AND ACCESS

DEMOLISHING CATHODIC PROTECTION TEST STATIONS AND ACCESS PORTS. EXISTING

6. CONTRACTOR SHALL PROTECT ALL WIRES CONNECTED TO FUEL PIPE WHEN

HIS OWN EXPENSE.

OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR AT

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR'S

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

2" ACC TO BE REMOVED

5" ACC TO BE REMOVED

SEE SHEET CP904 FOR DETAILS.

AND OPENINGS BY A MINIMUM OF 2 FEET.

MOVED TO CLEAR ALL PAVEMENT JOINTS

ANCHOR LOCATIONS MAY HAVE BEEN

C.C., ALTERNATE ROWS STAGGERED.

ANCHORS ARE SPACED 30' O.C. IN ROWS 30'

STATIC GROUND CONNECTIONS / TIE DOWN

REMOVAL AREA SHALL BE REMOVED.

DOWN ANCHORS WITHIN THE PAVEMENT

7. ALL STATIC GROUND CONNECTIONS / TIE

A

B

KEY PLAN

SCALE: 1" = 500'-0"

NN

...\MI\MIB8\40000 Design Products\CAD_BIM\_Sheets\MIB8_CD101

11:10:57 AM 12/28/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

A H

A D

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M O

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CD101

SCALE:…