TE 15- Example Project No. 1.pdf

PDF 2 MB Posted Jun 17, 2020

Attached to: Joint Base Lewis McChord Paving IDIQ Federal contract opportunity
Solicitation number: W911S8-20-B-0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Joint Base Lewis-McChord

About this file

Written by GovTribe AI · Dec 30, 2023

This is a draft statement of work for a multiple award task order contract to provide construction, removal, replacement, and repair services associated with roadway and airfield projects at Joint Base Lewis McChord. Work will include removal and replacement of subgrade, utilities, shoulders, curbs, gutters, sidewalks and other pavement infrastructure. Minor new construction such as roads, sidewalks and parking lots may also be included. Task orders will be fixed price and cover a range of construction trades as needed for each project. The contractor will furnish all materials, labor, equipment and transportation to complete projects from start to finish. The solicitation was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Joint Base Lewis McChord.

View the file

Other files for this federal contract opportunity

Other files attached to Joint Base Lewis McChord Paving IDIQ, newest first.
File	Type	Posted
W911S8-20-B-0001-0002.pdf	PDF	Jun 30, 2020
TE 16- Example Project No. 2.pdf	PDF	Jun 17, 2020
Conformed W911S8-20-B-0001-0001.pdf	PDF	Jun 17, 2020
TE 17- Example Project No. 3.pdf	PDF	Jun 17, 2020
TE 05- General Decision Number WA20200001 05-01-2020.pdf	PDF	Jun 17, 2020
Answers to Industry Questions.pdf	PDF	Jun 17, 2020
W911S8-20-B-0001- 0001.pdf	PDF	Jun 17, 2020
TE 08- Division 02 - Existing Conditions.pdf	PDF	May 12, 2020
TE 03- Statement of Work _SOW.pdf	PDF	May 12, 2020
W911S8-20-B-0001.pdf	PDF	May 12, 2020
TE 04- Standards Plans Drawings 17 April 2020.pdf	PDF	May 12, 2020
TE 06- Specifications Table of Contents.pdf	PDF	May 12, 2020
TE 02- ELIN Descriptions_21 Apr 2020.pdf	PDF	May 12, 2020
TE 10- Division 10 - Specialties.pdf	PDF	May 12, 2020
TE 07- Division 01 - General Requirements.pdf	PDF	May 12, 2020
TE 01- Bid Schedule_4-22-2020.xlsx	XLSX spreadsheet	May 12, 2020
TE 11- Division 26 - Electrical.pdf	PDF	May 12, 2020
TE 12- Division 32 - Exterior Improvements.pdf	PDF	May 12, 2020
TE 13- Division 33 - Utilities.pdf	PDF	May 12, 2020
TE 14- SUBMITTAL REGISTER.pdf	PDF	May 12, 2020
TE 05- General Decision Number_WA202000001_13 Mar 2020.pdf	PDF	May 12, 2020
TE 09- Division 03 - Concrete.pdf	PDF	May 12, 2020

Show all 22

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STATEMENT OF WORK

IJO # xxxxxxxxxx

REPAIR MAIN GATE PAVEMENT

(JBLM-LEWIS/MCCHORD)

Date: 3/14/2018

1. DESCRIPTION OF WORK: Provide all plant, labor, tools, equipment, and materials (except as indicated otherwise in the specifications) and perform all work in strict accordance with the specifications and plans required for the Single Award Task Order Contract (SATOC). The Contractor shall accomplish all items of work needed for this task order in accordance with the applicable drawings, specifications, AWWA, NEC, NFPA, Washington State (WAC), ADA, and provisions of the SATOC contract in order to provide the government a complete and useable product.

1.1. AREA DESCRIPTION: This project removes and replaces the asphalt pavement at JBLM’s Main Gate entrance between the perimeter gate and Entry Control Point vehicle barriers with asphalt pavement. The asphalt pavement parking lot for the Visitor Center, BLDG. 05901, will also be removed and replaced with asphalt pavement.

2. PRINCIPLE ITEMS TO BE ACCOMPLISHED:

2.1. CLIN 0002AA: Main Gate Pavement Repair

2.1.1. Demolish asphalt pavement.

2.1.2. Demolish concrete curbs.

2.1.3. Demolish concrete sidewalks.

2.1.4. Remove street & parking lot lights and return the poles, mast arms, and lights to the government.

2.1.5. Relocate CCTV & antennas attached to existing parking lot light poles to the new light poles.

2.1.6. Demolish vehicle traffic induction loops at ECP.

2.1.7. Clear & grub.

2.1.8. Demolish trees.

2.1.9. Remove irrigation system to accommodate excavation.

2.1.10. Excavate as required to install pavement, sidewalks, curb & gutter, ADA ramp, drain rock and bio-swale.

2.1.11. Demolish stormwater catch basins and associated pipe.

2.1.12. Demolish vehicle traffic bollards.

2.1.13. Demolish ground mounted flood lights to BLDG. 05903.

2.1.14. Demolish utility pole and cable from BLDG. 5902 to power meter.

2.1.15. Install Crushed Surfacing Top Course.

2.1.16. Install asphalt pavement.

2.1.17. Install curbs & gutters.

2.1.18. Install raised traffic islands with brick pattern stamped concrete.

2.1.19. Install concrete sidewalks.

2.1.20. Install concrete sidewalk ramps (ADA).

2.1.21. Install 12-inch diameter stormwater pipe.

2.1.22. Install Type 1 & 2 catch basins.

2.1.23. Adjust manholes and utilities as required.

2.1.24. Install bio-swale and bio-swale soil.

2.1.25. Install stormwater dispersion system and topsoil.

2.1.26. Perform (2 ea.)Small-Scale Pilot Infiltration Test (PIT) and (3 ea.) Soil Grain Size Analysis with following the Stormwater Management Manual for Western Washington, Volume III, Hydrologic Analysis and Flow Control BMPs, December 2014

2.1.27. Install top soil.

2.1.28. Install grass seed.

2.1.29. Install irrigation to accommodate the new landscape.

2.1.30. Install drain rock.

2.1.31. Install traffic signs and new metal posts.

2.1.32. Install new ADA Parking signs and new metal posts.

2.1.33. Install parking lot paint markings.

2.1.34. Install decorative vehicle traffic bollards.

2.1.35. Install roadway and entry control point paint markings.

2.1.36. Install vehicle induction loops at ECP & Barriers.

2.1.37. Install street and parking lot lights.

2.1.38. Install electrical hand holds, conduit, and cable.

2.1.39. Install electrical power service panel in BLDG. 05903.

2.1.40. Install LED in-ground lights to BLDG. 05903.

2.1.41. Re-lamp exterior lights under BLDG. 05903 arch.

2.1.42. Tee tap electrical power from BLDG. 05902 to existing underground power.

2.1.43. Other work necessary to accomplish the above items:

a. The Contractor shall be responsible for providing a complete and useable product/system and shall be responsible for accomplishing all tasks incidental to the completion of the task order requirements. Requirements for a complete and useable product which are not explicitly called out in the SOW but reasonably discernable via any method other than destructive testing shall be considered a requirement of the Task Order.

2.2. CLIN 0002AB: Install Sidewalk

2.2.1. Clear & grub, excavate, & install sidewalk that is to connect to the existing sidewalk in the vicinity of the front gate monument (BLDG. 5903), parallel to 41st Division towards the intersection of 41st Division & Ohio Street.

2.2.2. Other work necessary to accomplish the above items:

2.3. CLIN 0002AC: Install Decorative Fence

2.3.1. Install fence, 4-ft height, black aluminum, commercial grade, vertical pickets between Visitors Center Parking Lot and Visitors Center BLDG. P05901.

2.3.2. Install fence, 4-ft height, black aluminum, commercial grade, vertical pickets between Guard Shack, BLDG.P05905 and cantonment perimeter fence.

2.3.3. Characteristics of the Fence:

-Horizontal Rails: 1.25" square x .10" aluminum (min.)

-Vertical Pickets: 3/4” square x .050 aluminum (min) -Picket Tops: 6” Sand Cast Finials -Panel Width: 8-Feet -Finish: Black fade-resistant powder coat finish

2.3.4. Other work necessary to accomplish the above items:

all tasks incidental to the completion of the task order requirements. Requirements for a complete and useable product which are not explicitly called out in the SOW but reasonably discernable via any method other than destructive testing shall be considered a

2.4. CLIN 0002AD: Install Irrigation

2.4.1. Install irrigation system in bio-swales between the Visitors Center Parking Lot and 41st Division.

2.4.2. Install irrigation system in the bio-swale between the monument, BLDG. P05903, and BLDG. P05905.

2.4.3. Other work necessary to accomplish the above items:

2.2. Standards for finish and installation

2.2.1. All means, methods, and proposal submission requirements shall conform to specifications set forth in the SATOC contract and this statement of work. All construction and contractor provided products shall conform to the current JBLM Architectural, Structural, Electrical, Mechanical, Life Safety, and Environmental standards.

2.3. Proposal Support documents required for proposal:

2.3.1. Contractor shall supply the following items, at a minimum, to comply with the proposal support document requirements set forth in the SATOC contract:

The contractor’s proposal shall include an ELIN and bid schedule, work, construction phase and traffic control plans, cutsheets and competitive quotes for Non Pre-Priced items over $2,500.

3. CONTRACT CONSTRUCTION PERIOD: The Contractor is required to commence work under this Task Order within 15 calendar days after the date of award, work diligently, and complete all work no later than 164 calendar days after the date of issuance of the Task Order Award. The time stated for completion includes final cleanup of the premises. The Legal Completion Date associated with this task order is the date when all construction work must be complete and a final inspection conducted and accepted; this is the date when Liquidated Damages will be assessed. Until all required close-out documentation has been submitted and accepted by the government, 5% of the task order price will be withheld.

Construction Duration: 120 Closeout Submittal Duration: 30

3.1. The work site will be in use during construction.

3.2. This is a short duration for this project and the contractor will be allowed extended hours operations as addressed in para 5.2 to complete the project.

4. ATTACHMENTS:

Main Gate Pavement Repair Drawings

1. Overview

2. Demo 1 of 3

3. Demo 2 of 3

4. Demo 3 of 3

5. Demo Parking Lot

6. New 1 of 3

7. New 2 of 3

8. New 3 of 3

9. New Parking Lot

10. New Fence

11. New Stormwater

12. New Electrical 1 of 3

13. New Electrical 2 of 3

14. New Electrical 3 of 3

15. New Electrical Parking Lot

16. New Signage & Pavement Markings 1 of 2

17. New Signage & Pavement Markings 2 of 2

18. New Signage & Pavement Markings Parking Lot

19. Details 1 of 2

20. Details 2 of 2

21. Details 3 of 3

4.1. Dimensions and utility locations are approximate and must be verified in the field. All supplied As-Builts, shop drawings, and/or sketches are for conceptual use and the government will not be liable for any discrepancies.

5. CONSTRUCTION REQUIREMENTS: The contractor shall notify the Government at least 7 calendar days prior to starting the on-site phase of the project.

All work shall be scheduled and coordinated with the Government Project Management Team or their designee. The following phasing related issues shall affect the work.

5.1. Interface with Others: Government use of these facilities is anticipated while the work under this contract is being performed. The work shall be planned and accomplished so that there will be a minimum of interference and inconvenience to occupants in the building, daily operations of the facility, and the vicinity.

5.1.1. Any blockage of building exits, roads, or driveways must be coordinated in advance with the Building POC.

5.1.2. Building/Project POC – Project Manager.

5.1.3. A minimum of two inbound lanes and one refusal lane is required at all times at the Access Control Point (ACP).

5.1.4. Outbound through traffic will not be permitted through the ACP during construction.

5.1.5. A weekend closure of both inbound and outbound vehicle traffic lanes and visitor center parking lot may be permitted in order to place the final asphalt pavement wearing course.

5.2. Work Hours: Normal work hours are from 0630 to 1930, Monday through

Saturday. Contractor shall not be permitted to work other than normal work hours unless authorized by the Contracting Officer or Contracting Officer Representative. The contractor may request base access through the Contracting Office.

5.3. Liquidated Damages: Liquidated damages shall be in accordance with the base contract.

5.4. Permits:

5.4.1. The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. The includes, but is not limited to, permits necessary for decontaminating water and sewer systems, air permits, and digging permits.

5.4.2. Contractors must obtain a “Dig Permit” from Public Works prior to any ground disturbing activities.

5.4.3. Once utilities have been marked as part of the dig permit process, the contractor shall document (photographs and plan drawings) and maintain the markings for the duration of the project.

5.5. Environmental Project Restrictions: The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and SATOC specification section 01 57 20.00 10 (Environmental Protection). This includes the submission of an Environmental Protection Plan prior to commencement, as detailed in section 01 57 20.00 10. The JBLM Environmental Division will review the plan and provide any necessary corrections or additions to the Contracting Officer or their representative. In addition, the following shall be adhered to:

5.5.1. Environmental Management System (EMS): The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. The installation policy can be found at http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx (click on ‘View’). Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

5.5.2. Sustainable Acquisition. In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/GreenProcurement.

Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil .

5.5.3. Waste-Water: Any waste-water generated during this project is subject to JBLM EPA MS4 Storm Water Permit. To comply with the permit, all contaminated wastewater produced by this project must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or another authorized disposal method. JBLM sanitary sewer discharge requires a JBLM Sanitary Sewer Discharge Permit which is used by DPW Waste Water Treatment Plant. Prior to discharge a laboratory analysis of the waste water may be required for review and approval by Wastewater Plant Personnel. Process water is not authorized to discharge to the ground or JBLM storm sewer. The Environmental Protection Plan for the project should identify any potential wastewater generation and the process to which that water will be properly disposed.

5.5.4. Hazardous Materials: For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product).

A copy of these documents must be submitted to the Joint Base Lewis-https://sftool.gov/GreenProcurement http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/index1.htm mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil

McChord (JBLM) Pollution Prevention Program (usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use if they are not already on the JBLM installation Authorized Use List. The Contractor shall not use any hazardous materials not authorized by Pollution Prevention.

For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. [If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January.] For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program (966-6469).

5.6. Utility Outages: Work shall be scheduled so that such utility outages are minimized. Any outages shall be coordinated with building’s users, through the JBLM PW Project Manager and/or JBLM PW Quality Assurance.

A minimum of 14 calendar days is required for notification of utility outages.

5.6.1. Availability of Utilities: Subject to available supply, reasonable amounts of potable water and electricity will be furnished by the Government, without charge, to the contractor from existing outlets and supplies. Contractor shall reasonably conserve these resources. Contractor shall provide, at its expense, sanitary accommodations for the use of employees and shall comply with the requirements and regulations of the State Health Department, County Sanitarian, or other authorities having jurisdiction.

6. SUBMITTALS: All submittals shall be submitted in accordance with the specification section titled SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification section.

All sketches, modifications, adaptations, quality assurance requirements, and contractual provided products should be submitted to the government for review and consideration. Any submittals determined to be necessary during the task order will become a requirement of the contract. Accurate submission of submittals remains the responsibility of the contractor and verification remains the requirement of the government.

7. ASBESTOS AND LEAD PAINT:

7.1. Notification of “Does Not Exist” from Public Works or other Federal organization concerning all Hazardous Materials does not alleviate the contractor’s responsibilities of a “good faith” survey required by the mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil current contract to protect their workers if suspect material is discovered. This good faith survey is to be conducted, if necessary, at the contractor’s expense. All surveys conducted by the contractor, whether showing lack of ACM or confirmation, shall be submitted to the Government.

7.2. ASBESTOS CONTAINING MATERIAL:

7.2.1. An AHERA survey is not required as part of this project. suspect materials involved with all disturbance work are assumed to be Asbestos-Containing Material (ACM). It is the contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.

7.2.2. When performed, inspections shall be accomplished in accordance with the Asbestos Hazard Emergency Response Act (AHERA), Federal and Local regulations. A Certified AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and Local regulations and shall include assessment of each Asbestos-Containing Material (ACM), its location, quantity, type, friability and percentage of asbestos.

7.2.3. If the tested material is positive for asbestos, or assumed to be

ACM and must be disturbed during project execution, contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC 296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 13.00 10 Asbestos Abatement’ are also required to be submitted and accepted before work is started. If this effort is believed to constitute differing site condition(s), then submit an RFI identifying the situation.

7.3. LEAD CONTAINING PAINT:

7.3.1. Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint.

It is the contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and Local regulations. The government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.

7.3.2. When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines. A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, “Standard Guide for Sample Selection of Debris Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for Leachable Lead (Pb)”

7.3.3. If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

7.3.3.1.1. Federal level: 29 CFR 1926.62:

https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS& p_id=10641

7.3.3.1.2. Washington WISHA-DOSH: WAC 296-62-07521

http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521

A contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83

13.00 20 Lead in Construction’. If this effort is believed to constitute differing site condition(s), then submit and RFI identifying the situation.

8. Anti Terrorism (AT) and Operational Security (OPSEC)

8.1. AT Level I Training: All contractor and their subcontractors required to work on JBLM shall complete AT Level 1 awareness training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual AT Level 1 training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Training certificates shall be maintained and be available for inspection. Compliance may be verified by government QA.

AT Level 1 awareness training is available at the following website:

https://jkodirect.jten.mil

8.2. Access and General Protection/Security Policy and Procedures: All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall comply with Joint Base Lewis-McChord security regulations: JBLM Regulation 210 1, Fort Lewis Post Regulations, Chapter 7, section XVII; JBLM Regulation 190-16, Access to and Conduct While upon the Fort Lewis Military Reservation; and JBLM Regulation 190-5, Installation Traffic Code. Contractor employees shall display either contractor provided identification badges or the identification badges issued under the RAPIDGate Program. If the contractor does not participate in the RAPIDGate program, they shall develop a contractor-provided identification badge made of nonmetallic material, easily readable and include the employee's name, the contractor's name, and a recent color photograph of the employee. Specific requirements for identification https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521 https://jkodirect.jten.mil/ https://jkodirect.jten.mil/ badges issued under the RAPIDGate Program are Appendix B, Local Instructions, paragraph 4.13, Identification of Contractor's Employees RAPIDGate Program. Contractor personnel shall wear the identification badge at all times when performing work under this contract at a Government site, including while attending Government meetings that may take place outside the Government facility. Each contractor employee shall wear the identification badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit such placement. The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

8.3. iWATCH: All contractor employees and their subcontractors required to work on JBLM shall complete iWatch training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the one-time iWatch training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Compliance may be verified by government QA. iWatch training is available at the following website:

https://www.bliss.army.mil/iWATCH/. This training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity. Report the suspicious activity to the JBLM Fusion Center (CRIMINT) 253-966-7303/7320, 911 or usarmy.jblm.imcom.list.des-provost-marshal@mail.mil. The “Report Suspicious Activity” flyer will be posted at the job site.

8.4. OPSEC

8.4.1. Operations security (OPSEC) denies adversaries sensitive information, critical information or essential elements of friendly information. This information requires special protection from disclosure that could cause compromise or threat to our National Security, an Army organization, activity, family member, DA civilian, or DOD contractor. OPSEC is everyone’s responsibility that comes in contact with the information. Information that is described below must be controlled, and if the information is in digital or hardcopy format, it needs to be destroyed at contract completion. Control includes not disclosing the information to personnel who do not have the need to have this information; if digital do not post in a manner open to the public (on cloud storage or publicly available site) and if hard copy secure in a locked area (office, trailer, vehicle, etc…) Examples which may be deemed sensitive include but are not limited to information related to:

• Unit structuring

• manning

• administration and personnel

• Military Operations Planning mailto:usarmy.jblm.imcom.list.des-provost-marshal@mail.mil

• equipment

• Training and readiness

• vulnerabilities

• intelligence, counterintelligence

• security

• logistics

• deploying

• acquisition plans

• capabilities

• morale

• financial data and funding

• Drawings, blue prints, as-builts and designs

• utility systems information (electrical, water, waste water, storm water, gas, communications)

8.4.2. Handle any attempt by unauthorized personnel to solicit sensitive information (for example computer breach or questioning employees on or off JBLM) as a Threat Awareness and Reporting. Program (TARP) incident. Report all facts immediately to the JBLM Fusion center and inform the COR.

8.4.3. OPSEC Level I Training. All contractor employees and their subcontractors required to work on JBLM or have access to contract documents shall complete Level I OPSEC training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual Level I OPSEC training has been or will be completed by all employees prior to commencing any work on JBLM.

Training certificates shall be maintained and be available for inspection. Compliance may be verified by government QA. Level I OPSEC training is available at the following website:

http://cdsetrain.dtic.mil/opsec/

8.5. The Contractor and subcontractors shall pre-screen all employees required to work on JBLM using the E-Verify website (http://www.dhs.gov/E-Verify) to meet the established employment eligibility requirements. The Contractor shall ensure that the employee has two valid forms of Government issued identification to ensure the correct information is entered into the E-verify system. The contractor shall submit a signed company letter stating all employees have or will be screened in E-Verify prior to commencing any work on JBLM.

http://cdsetrain.dtic.mil/opsec/

LEWIS-McCHORD

WASHINGTON

UBLIC

JOINT-BASE

AutoCAD SHX Text

AutoCAD SHX Text P05905

AutoCAD SHX Text

GROVE

AutoCAD SHX Text

COMMANDER'S

AutoCAD SHX Text

VISITOR

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

MEMORIAL PARK

AutoCAD SHX Text P05902

AutoCAD SHX Text

VISITOR CENTER PARKING

AutoCAD SHX Text P05901

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

41ST DIV.

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text P05903

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

IJO: DER171477J

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text NOTES: REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE SIDEWALK. EXCAVATE FOR ROADWAY. EXCAVATE FOR SWALE. REMOVE LIGHT POLE. EXCAVATE FOR SIDEWALK. REMOVE BOLLARDS. DEMO TREE.

AutoCAD SHX Text

AutoCAD SHX Text P05903

AutoCAD SHX Text

DEMO CATCH BASIN.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:32 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

DEMO 1 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 2 of 21

NOT TO SCALE

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05905

AutoCAD SHX Text 5+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

AutoCAD SHX Text NOTES: REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE SIDEWALK. EXCAVATE FOR ROADWAY. EXCAVATE FOR SWALE.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE LIGHT POLE. EXCAVATE FOR SIDEWALK. REMOVE BOLLARDS. DEMO TREE. DEMO VEHICLE INDUCTION LOOP.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:33 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

DEMO 2 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 3 of 21

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text 0+00

AutoCAD SHX Text

COLORADO AVE.

AutoCAD SHX Text

41ST DIV.

AutoCAD SHX Text

NOTES: EXCAVATE FOR SWALE. REMOVE LIGHT POLE. EXCAVATE FOR SIDEWALK.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:34 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

DEMO 3 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 4 of 21

E-BUR

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05902

AutoCAD SHX Text

VISITOR CENTER PARKING

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text P05903

AutoCAD SHX Text

NOTES: DPW IS TO SHUTOFF WATER AND PLACE BLDG PO5902 ON DEMO REQUEST.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:34 PM

AutoCAD SHX Text

REPAIR MAIN GATE PAVEMENT

AutoCAD SHX Text

VISITOR CENTER PARKING LOT

AutoCAD SHX Text

DEMO PARKING LOT

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 5 of 21

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

AutoCAD SHX Text NOTES: INSTALL ASPHALT PAVEMENT. INSTALL CONCRETE CURB & GUTTER INSTALL CONCRETE SIDEWALK. INSTALL CONCRETE ADA SIDEWALK RAMP. INSTALL STAMPED BRICK PATTERN CONCRETE SIDEWALK. INSTALL BIO-SWALE. INSTALL STORMWATER DISPERSION SYSTEM. INSTALL BOLLARDS.

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text INSTALL STAMPED BRICK PATTERN CONCRETE PAVEMENT. CURB TO BE SLOTTED MAX 25-FT O/C WITH 2-FT OPENING AT BIO-SWALES & DISPERSION AREAS. INSTALL IRRIGATION SYSTEM. INSTALL CONCRETE BETWEEN ISLANDS THAT HAVE 3-FT SEPARATION.

AutoCAD SHX Text

AutoCAD SHX Text P05903

AutoCAD SHX Text

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text R2'-6"

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:35 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

NEW 1 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 6 of 21

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05905

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text 5+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text

AutoCAD SHX Text NOTES: INSTALL ASPHALT PAVEMENT INSTALL CONCRETE CURB & GUTTER INSTALL CONCRETE SIDEWALK. INSTALL CONCRETE ADA SIDEWALK RAMP. INSTALL STAMPED CONCRETE SIDEWALK.

AutoCAD SHX Text

AutoCAD SHX Text INSTALL BIO-SWALE. INSTALL STORMWATER DISPERSION SYSTEM. INSTALL MOUNTABLE CONCRETE TRAFFIC CURB WITH STAMPED CONCRETE ISLAND. INSTALL STAMPED BRICK PATTERN CONCRETE PAVEMENT.

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

AutoCAD SHX Text R2'-6"

AutoCAD SHX Text R4'-9"

AutoCAD SHX Text R5'-10"

AutoCAD SHX Text R2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

AutoCAD SHX Text CURB TO BE SLOTTED MAX 25-FT O/C WITH 2-FT OPENING AT BIO-SWALES & DISPERSION AREAS. INSTALL IRRIGATION SYSTEM. INSTALL ANTI-RAM KNEE WALL. INSTALL CONCRETE BETWEEN ISLANDS THAT HAVE 3-FT SEPARATION.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:36 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

NEW 2 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 7 of 21

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text

OHIO AVE.

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text 0+00

AutoCAD SHX Text

COLORADO AVE.

AutoCAD SHX Text

41ST DIV.

AutoCAD SHX Text

AutoCAD SHX Text NOTES: INSTALL CONCRETE SIDEWALK. INSTALL CONCRETE ADA SIDEWALK RAMP. INSTALL BIO-SWALE.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:36 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

NEW 3 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 8 of 21

E-BUR

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05902

AutoCAD SHX Text

VISITOR CENTER PARKING

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text NOTES: INSTALL ASPHALT PAVEMENT INSTALL CONCRETE CURB & GUTTER (SLOTTED MAX 25' O/C AT BIOSWALES). INSTALL CONCRETE SIDEWALK. INSTALL CONCRETE ADA SIDEWALK RAMP. INSTALL STAMPED CONCRETE SIDEWALK. INSTALL BIO-SWALE. INSTALL FENCE, 4-FT HEIGHT, BLACK ALUMINUM, COMMERCIAL GRADE, VERTICAL PICKET. INSTALL BOLLARDS.

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text P05903

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text R2'-6"

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:37 PM

AutoCAD SHX Text

REPAIR MAIN GATE PAVEMENT

AutoCAD SHX Text

VISITOR CENTER PARKING LOT

AutoCAD SHX Text

NEW PARKING LOT

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 9 of 21

E-BUR

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05905

AutoCAD SHX Text

GROVE

AutoCAD SHX Text

COMMANDER'S

AutoCAD SHX Text P05902

AutoCAD SHX Text 6+00

AutoCAD SHX Text

INSTALL FENCE, 4-FT HEIGHT BLACK ALUMINUM, COMMERCIAL GRADE, VERTICAL PICKETS

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text P05903

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 13 March 2018 2:33:37 PM

AutoCAD SHX Text

REPAIR MAIN GATE PAVEMENT

AutoCAD SHX Text

NEW FENCE

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 10 of 21

E-BUR

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05902

AutoCAD SHX Text

VISITOR CENTER PARKING

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text NOTES: INSTALL TYPE 2 CB & CONNECT TO EXISTING STORMWATER. INSTALL TYPE 1 CB. INSTALL 12-INCH DIA. PIPE. INSTALL TYPE 1 DROP INLET & 6-INCH DIA. DUCTILE IRON PIPE. INSTALL EROSION CONTROL BLANKET IN BIO-SWALE.

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text P05903

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text R2'-6"

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:38 PM

AutoCAD SHX Text

REPAIR MAIN GATE PAVEMENT

AutoCAD SHX Text

NEW STORMWATER

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 11 of 21

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROCK

AutoCAD SHX Text NOTES: INSTALL LIGHT POLE, 250W LED & MAST ARM, ALUMINUM BLACK FINISH. INSTALL JUNCTION BOX. INSTALL 2-INCH DIA. CONDUIT & CABLE. INSTALL LED IN-GROUND LIGHT, BRASS HOUSING, NEUTRAL WHITE 4000K, 40 DEG. FLOOD, NATURAL BRASS. REPAIR & RE-LAMP EXISTING FIXTURES WITH LED MEDIUM BASE LAMP, 26W MIN, NEUTRAL WHITE 400K.

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text P05903

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:39 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

NEW ELECTRICAL 1 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 12 of 21

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05905

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text 5+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text

AutoCAD SHX Text NOTES: INSTALL LIGHT POLE, 250W LED & MAST ARM, ALUMINUM BLACK FINISH. INSTALL JUNCTION BOX. INSTALL 2-INCH DIA. CONDUIT & CABLE. INSTALL INDUCTION LOOPS.

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

AutoCAD SHX Text INSTALL 125A, 120/240VAC, SINGLE PHASE, 24-SPACE, BOLT ON BREAKER, MAIN LUG ONLY, SURFACE MOUNT PANEL. REROUTE SERVICE FEED FROM EXPOSED TO ALL UNDERGROUND. REPAIR & RE-LAMP EXISTING FIXTURES WITH LED MEDIUM BASE LAMP, 26W MIN, NEUTRAL WHITE 400K. REPLACE EXISTING FAILED MAP BOARD LIGHTING WITH LED RETROFIT, COLOR TEMP 4000K MIN. TEE TAP SERVICES OF BLDG. 5902 & 5903 IN NEW HAND HOLE.

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:39 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

NEW ELECTRICAL 2 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 13 of 21

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text

OHIO AVE.

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text 0+00

AutoCAD SHX Text

COLORADO AVE.

AutoCAD SHX Text

41ST DIV.

AutoCAD SHX Text

AutoCAD SHX Text NOTES: INSTALL LIGHT POLE, 250W LED & MAST ARM, ALUMINUM BLACK FINISH. INSTALL JUNCTION BOX. INSTALL 2-INCH DIA. CONDUIT & CABLE. CONNECT TO EXISTING SAFETY SIGN & FEED FROM BLDG. 5905. INSTALL NEW CIRCUIT BREAKER TO FEED SIGN.

AutoCAD SHX Text

SAFETY SIGN

AutoCAD SHX Text

CONNECT TO EXISTING STREET LIGHTS

AutoCAD SHX Text

CONNECT TO EXISTING STREET LIGHTS

AutoCAD SHX Text

AutoCAD SHX Text 13 March 2018 2:33:40 PM

AutoCAD SHX Text

MAIN GATE PAVEMENT REPAIR

AutoCAD SHX Text

NEW ELECTRICAL 3 OF 3

AutoCAD SHX Text

IJO: DER171477J

AutoCAD SHX Text SHEET 14 of 21

E-BUR

LEWIS-McCHORD

WASHINGTON

UBLIC

ORKSW

JOINT-BASE

AutoCAD SHX Text P05902

AutoCAD SHX Text

VISITOR CENTER PARKING

AutoCAD SHX Text

PERIMETER GATE

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 0+00

AutoCAD SHX Text

AutoCAD SHX Text NOTES: INSTALL LIGHT POLE, 250W LED & MAST ARM, ALUMINUM BLACK FINISH. INSTALL JUNCTION BOX. INSTALL 2-INCH DIA. CONDUIT & CABLE. INSTALL LED INGROUND LIGHT, BRASS HOUSING, NEUTRAL WHITE 4000K, 40 DEG. FLOOD, NATURAL BRASS.

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text P05903

AutoCAD SHX Text

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 17, 2020.