B3b_AM4_20R0006.pdf

PDF 4 MB Posted

Attached to
Repair Airfield Drainage
Solicitation number
W9126G20R0006
Issued by

About this file

This solicitation is for repair airfield drainage projects at Laughlin Air Force Base in Texas. The project includes removal and replacement of existing storm sewer lines and utilities, excavation, installation of reinforced concrete piping and lighting, re-striping of pavement, drainage improvements, diversion of construction debris, and preparation of quality control, safety, and storm water pollution prevention plans. The contract will be a firm-fixed-price awarded using best value tradeoff procedures. The period of performance is 365 calendar days. Bids are due by November 4, 2019 and contract award is anticipated for December 10, 2019. The solicitation number is W9126G20R0006 and will be issued on or about October 4, 2019. The Department of the Army Corps of Engineers Engineering District Fort Worth is the issuing agency.

View the file

Other files

File Type Posted
B3b_AM6_20R0006.pdf PDF
B3b_AM5_20R0006.pdf PDF
B3b_AM3_20R0006.pdf PDF
B3b_AM2_20R0006_v1.pdf PDF
B3a_AM1_20R0006.pdf PDF
Laughlin_AFB_Site_Visit_Sign-In_20R0006.pdf PDF
W9126G20R0006.pdf PDF
B3_Drawings_LAFB_Drainage_Repairs.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for Repair Airfield Drainage; Laughlin AFB, Texas is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date will be 4 December 2019; at 10:00 a.m.,CT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

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

W9126G20R0006

X 9B. DATED (SEE ITEM 11)

24-Oct-2019

10B. DATED (SEE ITEM 13)

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 Offer is extended, X is not extended.

Offer 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 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)

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.

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22 -Nov-2019

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G20R0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20R0006

CHANGES TO THE SPECIFICATIONS

1. Added Sections: The following section has been added to the solicitation, bearing the notation W9126G20R0006-0004.

01 35 18.00 44 SPECIAL PROJECT PROCEDURES FOR LAUGHLIN AIR FORCE BASE

CHANGES TO THE DRAWINGS

2. Replacement Drawings.- The following drawings listed below has been updated and replaced with the attached new drawings(s) of the same number, bearing the notation W9126G20R0006-0004.

G-023 HAUL ROUTE AND STAGING AREA

C-126 AIRFIELD DRAINAGE REPAIRS PHASE 1

End of Summary of Changes

Laughlin AFB, Repair Airfield Drainage LA19RAD

SECTION 01 35 18.00 44

SPECIAL PROJECT PROCEDURES FOR LAUGHLIN AIR FORCE BASE

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Hardware schedule; G

Submit a hardware schedule, similar to Door Hardware Institute's (DHI)"Vertical Hardware Schedule for Typical Openings"), listing all items to be furnished.

Keying system

Electro-Mechanical Devices and Accessories; G

Detail drawings for hardware devices for computerized keying systems, magnetic cards, keyless push button access control systems, and other electrical hardware devices showing complete wiring and schematic diagrams and other details required to demonstrate proper function of units.

SD-03 Product Data

Door hardware manufacturer's descriptive data, technical literature, catalog cuts, installation instructions, manufacturer warranties, and spare parts data. Spare parts data for locksets, exit devices, closers, electric locks, electric strikes, electro-magnetic closer holder release devices, and electric exit devices, after approval of the detail drawings, and not later than 3 months prior to the date of beneficial occupancy. The data shall include a complete list of parts and supplies, with current unit prices and source of supply.

SD-04 Samples

Locks and Latches; G.

Furnish samples of the locksets, cylinders, cores, and keys to be furnished this project. Notify the Contracting Officer and base personnel for a meeting demonstrating that the locksets to be furnished are fully compatible with the project requirements and, if applicable, the existing keying system. An existing base core and/or cylinder and key will be fitted to the sample lockset.

SD-10 Operation and Maintenance Data

SECTION 01 35 18.00 44 Page 1

W9126G20R0006-0004

Operation And Maintenance Manuals

Six complete copies of maintenance instructions listing routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides for electro-mechanical door devices shall be provided. The instructions for electric locks, electric strikes, electro-magnetic closer holder release devices, and electric exit devices shall include simplified diagrams as installed.

1.2 LAFB JOBSITE AND FIELD OFFICE BASE CLEANLINESS AND APPEARANCE STANDARD

A. Job Site

1. Tools and Equipment

- All hand tools and equipment shall be maintained in good working condition

- All hand tools and equipment shall be properly stored when not in use

- Construction attire shall be in accordance with OSHA Regulations

2. Construction Debris

- Construction debris, which could become airborne, shall be placed in refuse containers immediately

- Work area shall be cleaned a the end of each workday

- After completion of project, all debris and surplus construction materials shall be removed from the base contractors' expense

3. Materials

- All Hazardous Materials must be approved by the HAZMO ext 4979.

Must submit Form 3 data for each planned quantity hazmat.

-Any soil disturbance exceeding 1 acre must have an approved Storm Water Pollution Prevention Plan and Permit as required. Site managers will be responsible with compliance to the base SWPPP rules and Texas TPDES regulations.

- All stored material shall be neatly stacked at all times

- Welding equipment shall be handled and stored in accordance with 47 FTW Safety Office Regulations

- Flammable liquids shall be approved safety cans and stored neatly when not in use

4. Barricades

- Barricade all construction areas as required at all times with high profile barricades, marked and lighted. Only those active work areas will be marked. Blinking lights activated by photocells are not acceptable. Barricades shall be weighted with sandbags, stakes, or other means to prevent movement during high wind conditions.

5. Portable Toilets

- Portable toilets shall be required, one (1) for every twelve people. It shall be properly secluded from open public observation and maintained by contractor, waste disposal as required.

6. Temporary Fuel Storage Tanks

- Tanks shall not exceed 500 gallons

- Triple layer of 6-mil polyethylene plastic will be laid down on

SECTION 01 35 18.00 44 Page 2 the ground underneath to prevent seepage in case of a leak.

- An earthen berm will be built around the tanks for spill control. The berm size shall equal the tank volume. The berm is to be covered in plastic.

- "No smoking" signs will be posted on all sides of the fuel tanks.

- Five gallon cans will be placed under each nozzle to catch any residue drippings after pumping.

- Three (3) fire extinguishers will be placed within 3 meters of the fuel storage tanks. Fire extinguishers will be dry chemical extinguishers.

B. Field Office (Trailer)

- Maintain the field office trailer and surrounding area in a neat and orderly condition.

- Field Office shall be in good condition and should be compatible with base color scheme; (neutral color, i.e., Beige, Federal Standard Color #23617 or #37769; Sherwin Williams will match the color); Brown/bronze, Sherwin Williams color #4008. Trailer and skirting shall be approved by 47 CES/CECD prior to placement.

- Provide metal or fiberglass skirting, completely around the trailer within 30 days after placement of the trailer on the lot and after being approved by the Contracting Officer.

C. Storage Site

- All stored materials shall be neatly stacked at all times.

- Trash shall be picked up daily.

- Grass and weeds shall be cut weekly or as needed to a height not to exceed two (2) inches.

- Welding equipment shall be handled and stored in accordance with 47 FTW Safety Office regulations.

- Fire extinguishers shall be provided where flammable liquids are stored.

1.3 GENERAL ENVIRONMENTAL REQUIREMENTS

1.3.1 Scope

These standards apply to all new construction, demolition, rehabilitation, alteration, modification, repair and maintenance of existing facilities.

1.3.2 General Requirements

A. Compliance with Laws: The Contractor shall comply, and ensure their subcontractor(s) comply, with all applicable Federal, state, and local laws, regulations, ordinances and standards related to environmental matters. The Contractor shall also comply, and ensure their subcontractor(s) comply, with all specific instructions or directions given to the Contractor by Laughlin AFB regarding environmental matters including Laughlin AFB Instruction Environmental Compliance (copy provided at pre-construction meeting).

B. Individual Requirements

1. Material Safety Data Sheets (MSDS) PRIOR TO USE:

a. Contractors shall comply with LAFB Form 3 registration for all HAZMAT's. HAZMO approval shall be maintained for each hazardous

SECTION 01 35 18.00 44 Page 3 chemical listed in OSHA Hazard Communication Standard 29 CFR 1910.1200.

b. The Contractor shall provide copies of all MSDS's to the Contracting Officer (CO) who must forward a copy to HAZMO.

3. Flammable Storage Lockers: A list of all flammable lockers, their contents, any additions or deletion of contents, and location shall be provided to HAZMO and the Base Fire Department, 47 CES/CEF.

Contractors shall comply with Laughlin AFB Flammable Storage policy.

4. Spill Reporting: Spills of hazardous waste, hazardous materials or non regulated material such as oils, antifreeze, grease, latex paint, hydraulic fluid, etc., that contaminates either soil, surface waters, ground water, or air, shall be reported to Environmental (47 CES/CEV), , immediately for reporting purposes to Local, State, and/or Federal agencies and proper clean up actions. If after hours or during weekend, contact the Base Fire Department, (830) 298-5633, and request them to contact the Environmental standby person.

5. Nuisance and Polluting Activity Prohibited: Polluting, dumping, or discharging of any harmful, nuisance, or regulated materials (such as concrete truck washout, vehicle maintenance fluids, residue from saw cutting operations, Solid Waste and Hazardous Substances) into building drains, site drains, streams, waterways, holding ponds or to the ground surface shall not be permitted and the Contractor shall be held responsible for any and all damages which may result. Further, the Contractor shall conduct activities in such a fashion, which avoids creating any legal nuisance. Including but not limited to, suppression of noise and dust, control of erosion, and implementation of other measures as necessary to minimize off site impacts of work activities.

6. Digging: Any digging at an installation restoration program (IRP) site will be reported to 47 CES/CEVR, (830) 298-5746. The Contractor will be required to take any actions deemed necessary to protect construction workers on site.

7. Historical Artifacts: Should any historical artifacts or cultural resources be unearthed, stop excavating, and notify 47 CES/CEVN, (830) 298-5694.

8. Disposal of Solid Waste: All solid waste shall be removed by the Contractor. It will not be placed in base refuse-collection containers.

9. Disposal of Construction Debris

a. Non segregated load of construction debris shall be disposed of in a landfill legally permitted by the State of Texas.

Landfill profiles if required must be signed by 47 CES/CEV.

b. Source segregated, non-contaminated (by process knowledge or analysis), concrete, asphalt, and soil may be disposed of outside of Texas permitted landfill with prior approval of the CO. The Contractor shall be responsible for ensuring source segregated loads contain no contaminants.

10. Water Contamination/CWA

a. Contractors will not dump material down storm drains, into

SECTION 01 35 18.00 44 Page 4 creeks, waterways, etc. without prior coordination with Environmental Management, ext. 5694, and 47 ADS/SGGB, ext. 6859 Approved disposal methods should be discussed at the pre-work conference.

b. The need for a Construction Storm Water (CSW) permit will be based on the most current Texas Commission on Environmental Quality requirements. At present, these requirements are based on runoff from construction sites equal to or greater than 5 acres.

Alternatively, less than 5 acres if it is part of a common plan of development, the area of which cumulatively exceeds 5 acres. If a CSW permit is required, a Storm Water Pollution Prevention Plan (SWPPP) and a Notice of Intent (NOI), will need to be prepared and submitted by the Contractor in accordance with the latest requirements. The SWPPP and NOI shall be reviewed by CEV for completeness prior to being submitted.

c. In areas where a CSW permit is not required, the Contractor is responsible for implementing best management practices to decrease the likelihood of accidental releases of pollutants into unauthorized waterways and pipelines. This would include, but not limited to, the use of temporary erosion and sediment control measures such as silt fences, dikes, berms, and mulching, which would be maintained until permanent drainage and erosion controls are completed and operative.

11. Ozone Depleting Substances: No ozone depleting substances (refrigerants or any other compounds) will be used in any capacity on this project.

12. Lead Base Paint (LBP): No paint with a lead content of 0.06% or greater will be used in any capacity on this project.

13. Asbestos: Use of any asbestos containing materials (ACM) is prohibited. The regulated level for ACM is [________].

14. FAA determination paperwork, temporary construction waiver, and free zone request permit will be initiated by the contractor and coordinated by the installation. Point of contact is LT. Jordon Sowden at (830)298-5060.

1.4 DOOR HARDWARE

Unless otherwise required by project requirements, hardware shall conform to the current ANSI/BHMA standards, grade 1. Locks, cylinders, and cores shall comply with ANSI/BHMA A156.13, Mortise Locks & Latches Series 1000, ANSI/BHMA A156.2 Bored and Preassembled Locks and Latches, and ANSI/BHMA A156.3 Exit Devices. Furnish mortise locksets (Series 1000) unless otherwise required by project requirements. Cylinders shall have key removable type cores. Cores shall have not less than six pins.

Cylinders and cores for locksets shall be manufactured by Arrow Lock Corporation with "KS" keyway to extend the existing Base Keying System.

Cylinders and cores for mechanical equipment rooms shall be keyed to the existing Base mechanical equipment room master key system. Disassembly of knob or lockset shall not be required to remove core from lockset. All locksets, exit devices, and padlocks shall accept same interchangeable cores.

a. Cores and cylinders shall fit locksets without the use of adaptors

SECTION 01 35 18.00 44 Page 5 and without play. The key shall easily lock and unlock the lockset without binding or other difficulties. Control key shall easily remove and install cores.

b. Locks shall be keyed in sets or subsets in accordance with the approved hardware schedule. Furnish locks with the manufacturer's standard construction cores and key system. Send permanent cylinders, cores, keys, and the lock set-up code to the Contracting Officer by registered mail or other approved means.

c. Furnish a quantity of key blanks equal to 20 percent of the total number of file keys.

d. All keys shall be marked with "U.S. GOVERNMENT - DO NOT DUPLICATE".

Do not place room number on keys other than control/core keys. Stamp Master keys with building code and building number, and the letter "M" followed by appropriate number if applicable. Stamp control/core keys with building code and building number, and the letter "C".

e. All keys shall be stamped with 1/16" to 1/8" high characters.

f. Furnish keys to the Contracting Officer arranged in a container suitable for key control system storage in sets or subsets as scheduled.

g. Closers: BHMA A156.4, Surface type closers shall be Grade 1, Series C02000 Full Cover with options PT-4H, Size 1 or 2 through Size 6, and PT-4D with back check position valve. Provide with brackets, arms, mounting devices, fasteners, full size covers, except at storefront mounting, pivots, cement cases, and other features necessary for the particular application. Provide manufacturer's 10 year warranty.

(1) Closers for outswinging exterior doors shall have parallel arms or shall be top jamb mounted. Provide narrow projection closers for doors close to a wall so as not to strike the wall at the 90-degree open position.

(2) Closers on doors accessible to the physically handicapped shall have the closing force set for a push-pull of 2.27 kg (5 pounds) applied at the knob or handle for interior doors; for exterior doors, set to the minimum required to relatch the door.

h. Electro-Mechanical Devices (Locks, strikes, closers, holders, power assist and low energy power operators)

Electro-mechanical locks shall allow for locking or unlocking of doors from a remote location by means of push buttons, card reader, scanners, or other devices. Locks shall be fail safe mode (unlocked when power is off), or when required by project requirements, fail secured mode (exterior side only locked when power is off). Locks shall be mortise series conforming to BHMA A156.13 or bored series conforming to BHMA A156.2 with factory installed electric lock modification or manufactured electro-mechanical locks conforming to BHMA A156.13 or BHMA A156.2 test standards. In hazardous locations, products shall use safe power supplies or be pneumatic.

Electric strike with fail safe feature will not be used for fire doors as they will not meet positive latch requirements. Magnetic locks will fail safe on loss of electric power, and will not be used on fire doors.

Magnetic locks will not be used as the only locking device on doors to secure areas. Power, wiring, transformers, converters, and wiring devices

SECTION 01 35 18.00 44 Page 6 will be coordinated with the electrical drawings.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 35 18.00 44 Page 7

G-023

H A

U L

R

O U

T E

A

N D

S

A

G I N

G

A

R E

A

N

MATCH LINE SEE SHEET G-024

A

L A

U G

H L

I

F

R

C

B

S

E

T

E X

A S

M A

R K

D A

T E

D

E S

C R

I P

T I O

N

D E

S I G

N

B

Y

S R

R

SHEET ID

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S R

R

S I Z

E

A N

S I

D

I S

S U

E

D

A T

E

F I L

E

N

A M

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

T B

D

F I L

E

N

U M

B E

R

J J V

A I R

F I E

O

M

A

I N

A G

E

R

E P

A I R

S

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

F O

W

R

H

S

T R

I C

T

T

A Y

L O

R

S

T R

E E

T

R

O O

M

A

F O

W

R

T H

T

X

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S U

B M

I T

T E

D

B

Y

I C

E D

J V

S L

S

T

B D

US Army Corps of Engineers

A E

C O

M

T

E C

H N

I C

R

V I C

E S

I N

C

M B

E R

G L

B

V

D

A U

S T

I N

T

E X

W W

W A

E C

O M

C

O M

T B

P

G

N

O

F

SEAL:

W9126G20R0006-0004

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.#11

AutoCAD SHX Text M.H.#10

AutoCAD SHX Text M.H.#9

AutoCAD SHX Text M.H.#8

AutoCAD SHX Text M.H.#7

AutoCAD SHX Text M.H.#6

AutoCAD SHX Text M.H.#5

AutoCAD SHX Text M.H.#4

AutoCAD SHX Text M.H.#3

AutoCAD SHX Text M.H.#2

AutoCAD SHX Text M.H.#1

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M.H.

AutoCAD SHX Text M.H.

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 50

AutoCAD SHX Text

BLDG 68

AutoCAD SHX Text

BLDG 210

AutoCAD SHX Text

BLDG 211

AutoCAD SHX Text

BLDG 215

AutoCAD SHX Text

BLDG 220

AutoCAD SHX Text

BLDG 307

AutoCAD SHX Text

BLDG 320

AutoCAD SHX Text

BLDG 401

AutoCAD SHX Text

BLDG 414

AutoCAD SHX Text

BLDG 506

AutoCAD SHX Text

BLDG 508

AutoCAD SHX Text

BLDG 507

AutoCAD SHX Text

BLDG 328

AutoCAD SHX Text

BLDG 502

AutoCAD SHX Text

SECOND STREET

AutoCAD SHX Text

SECOND STREET

AutoCAD SHX Text

ARKANSAS STREET

AutoCAD SHX Text

CALIFORNIA AVENUE

AutoCAD SHX Text

COLORADO AVE

AutoCAD SHX Text

MITCHELL BLVD

AutoCAD SHX Text

FREEDOM WAY

AutoCAD SHX Text

LAUGHLIN DR

AutoCAD SHX Text

ARNOLD BLVD

AutoCAD SHX Text

INDIANA AVE

AutoCAD SHX Text

MESQUITE LANE

AutoCAD SHX Text

TAXIWAY GOLF

AutoCAD SHX Text

TAXIWAY GOLF 1

AutoCAD SHX Text

MINI BX

AutoCAD SHX Text

LIBERTY DRIVE

AutoCAD SHX Text

FOURTH STREET

AutoCAD SHX Text

FOURTH STREET

AutoCAD SHX Text

LIBERTY DRIVE

AutoCAD SHX Text

CACTUS LANE

AutoCAD SHX Text

SAGE BRUSH LANE

AutoCAD SHX Text

YUCCA LANE

AutoCAD SHX Text

RUNWAY 13R-31L

AutoCAD SHX Text

TAXIWAY CHARLIE

AutoCAD SHX Text

TAXIWAY BRAVO

AutoCAD SHX Text

TAXIWAY GOLF

AutoCAD SHX Text

FIRST STREET

AutoCAD SHX Text

BLDG 222

AutoCAD SHX Text

BLDG 52

AutoCAD SHX Text

TAXIWAY ALPHA

AutoCAD SHX Text NOTES: 1. THE LOCATION AND DIMENSIONS OF THE LAYDOWN AREA ARE SUBJECT TO CHANGE. CONTRACTOR SHALL COORDINATE WITH THE LAUGHLIN AIR FORCE BASE CONTRACTING OFFICE BEFORE ARRIVAL OF EQUIPMENT AND MATERIALS ON SITE. 2. CONTRACTOR SHALL SECURE ALL EQUIPMENT AND MATERIALS WITHIN THE STAGING AREA TO ENSURE THE SAFETY AND DAILY ACTIVITIES OF BASE PERSONNEL. 3. THE HAUL ROUTE IS SUBJECT TO CHANGE. CONTRACTOR SHALL COORDINATE THE ACTUAL HAUL ROUTE AND STAGING AREA WITH THE LAUGHLIN AIR FORCE BASE CONTRACTING OFFICER. 4. CONTRACTOR SHALL COORDINATE WITH INSTALLATION AND/OR PRIVATE UTILITY PROVIDER PRIOR TO ANY CONSTRUCTION ACTIVITIES.

AutoCAD SHX Text

BLDG 510

AutoCAD SHX Text

BLDG 511

AutoCAD SHX Text

BLDG 525

AutoCAD SHX Text

BLDG 526

AutoCAD SHX Text

BLDG 77

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

TAXIWAY GOLF

AutoCAD SHX Text

RUNWAY 13C-31C

AutoCAD SHX Text

RUNWAY 13R-31L

AutoCAD SHX Text

RUNWAY 13C-31C

AutoCAD SHX Text

TAXIWAY DELTA

AutoCAD SHX Text

KENTUCKY AVE

AutoCAD SHX Text

IOWA AVE

AutoCAD SHX Text

FIRST STREET

AutoCAD SHX Text

CONTRACTOR'S LAYDOWN AREA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1" = 300'

AutoCAD SHX Text

BLDG 524

AutoCAD SHX Text

RIO LOBO LANE

AutoCAD SHX Text

FIRST STREET

AutoCAD SHX Text

SECOND STREET

AutoCAD SHX Text

LIBERTY DRIVE

AutoCAD SHX Text

TAXIWAY GOLF

AutoCAD SHX Text

HAUL ROUTE

AutoCAD SHX Text

HAUL ROUTE - PAVED

AutoCAD SHX Text

TUNNELING LOCATION

AutoCAD SHX Text

LEGEND: HAUL ROUTE HAUL ROUTE PAVED LAYDOWN TUNNELING LOCATION

AutoCAD SHX Text

INSTRUMENT RUNWAY

AutoCAD SHX Text

INSTRUMENT RUNWAY

AutoCAD SHX Text

FOURTH STREET

AutoCAD SHX Text

FIFTH STREET

AutoCAD SHX Text

SIXTH STREET

AutoCAD SHX Text

LAUGHLIN DR

AutoCAD SHX Text

MITCHELL BLVD

AutoCAD SHX Text

COLORADO AVE

AutoCAD SHX Text

BOWLING STREET

AutoCAD SHX Text

PATTERSON STREET

AutoCAD SHX Text

ARNOLD BLVD

AutoCAD SHX Text

VANDENBERG DRIVE

AutoCAD SHX Text

KNIGHT STREET

AutoCAD SHX Text

ARANTZ STREET

AutoCAD SHX Text

MCCONNELL STREET

AutoCAD SHX Text

ARIZONA AVE

AutoCAD SHX Text

ALABAMA AVE

AutoCAD SHX Text

ARKANSAS STREET

AutoCAD SHX Text

SIXTH STREET

AutoCAD SHX Text

AIRFIELD ACCESS GATE

AutoCAD SHX Text

TEMPORARY WATER TIE-IN LOCATION

AutoCAD SHX Text

TEMPORARY POWER TIE-IN LOCATION

AutoCAD SHX Text

TEMPORARY SEWER TIE-IN LOCATION

AutoCAD SHX Text 11-22-2019

AutoCAD SHX Text

AutoCAD SHX Text

TEMPORARY TIE-IN LOCATION

AutoCAD SHX Text 11/22/2019

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text EXISTING 384.0 LF FENCE TO BE REMOVED AND REPLACED WITH CHAIN LINK FENCE SEE NOTE 2

AutoCAD SHX Text

AutoCAD SHX Text 11-22-19

AutoCAD SHX Text

EXISTING FENCE MATERIAL NOT CHAIN LINK

AutoCAD SHX Text

11-22-19

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
SUMMARY OF CHANGES
01 35 18.00 44 SPECIAL PROJECT PROCEDURES FOR LAUGHLIN AIR FORCE BASE
G-023 HAUL ROUTE AND STAGING AREA
C-126 AIRFIELD DRAINAGE REPAIRS PHASE 1

File details come from the government source that posted it. Updated .