Amendment_0006.pdf

Utilidor MATOC 3.0

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

PROJECT TITLE/LOCATION: Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Aw ard Task Order Contract (MATOC) for Design, Construction, and Repair of Utilidor / Utilities Systems, Eielson AFB, Other Military Installations, and Other Various Locations, Alaska.

The purpose of this Amendment is to provide changes/revisions to the Solicitation as outlined in the attached Summary of Changes page.

All other terms and conditions outlined in the Solicitation remain the same.

POC for this Amendment is Ron Jackson, 907 753-5596.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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

16C. DATE SIGNED

BY 21-Dec-2018

16B. UNITED STATES OF AMERICA15C. 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 W911KB18R0038

X 9B. DATED (SEE ITEM 11)

19-Sep-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

21-Dec-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

EIE407 – Summary of Changes

Amendment #6

1. Scope of Work – Added the following paragraph “Supplemental Requirements for Specification Section 01 19 20.00 29 Design and Construction Deliverables/Procedures. Clarified the Design Submittals that the Contractor are required to provide.

2. Scope of Work – Reference Paragraph General Notes: MH551-1, MH573, MH574, and MH746 – Clarified in paragraph 12, to remove and replace the existing components within the lift station.

The lift station and the building will not need to be removed and replaced. Also deleted “begin of.”

3. Scope of Work – Reference Paragraph MH551-1, deleted reference to see sheet CX701 for PODs. Changed wording to read “shall be the first fitting/valve to MH55-1.”

4. Scope of Work – Reference Paragraph MH573 – Deleted subparagraph 1.

5. Scope of Work – Reference Paragraph MH573 – subparagraph 2; deleted “from the point of demarcation.”

6. Scope of Work – Reference Paragraph MH573-MH574 – Added subparagraph 7 to clarify to remove the sanitary sewer line and cleanout as depicted in Appendix G.

7. Scope of Work – Reference Paragraph MH574; deleted subparagraph 1.

8. Scope of Work – Reference Paragraph MH574 – subparagraph 2; deleted “from the point of demarcation.”

9. Scope of Work – Reference Paragraph MH746 – subparagraph 1 updated sheet number to

“CX707.”

10. Specification Section 33 05 41.00 39 – Paragraph 2.1 System Performance; Changed 2nd sentence to read, “Utilidors that have removable concrete lids, shall continue to have removable concrete lids.”

11. Specification Section 33 63 13 – Paragraph 2.2.2.1 Welded Fittings – changed “standard weight or extra strong” to “Schedule 40 or Schedule 80.”

12. Appendix G – Sheet C-503 – Updated Detail D1 and Detail B. Deleted interior access hatch.

13. Appendix G – Sheet CX702 – Deleted all the Points of Demarcation (PODs) and added note 1.

14. Appendix G – Sheet CX704 – Deleted Points of Demarcation (PODs) of the utilities and added note 1.

15. Appendix G – Sheet CX707 – Added PODs for MH746 for sewer and water.

16. Appendix G – Added Sheets EX708, EX709, EX710, EX711, EX712 (EIE216 – Electrical As- Builts)

17. Appendix G – Added as an attachment to Appendix G – Existing Water – Eielson AFB

18. Appendix G – Added as an attachment to Appendix G – Existing Sewer – Eielson AFB

19. Task Order Checklist Clause 52.211-10 (revised page only)

20. Section 00 22 20, paragraph 4.1.3 and paragraph 6.1 (revised pages only)

END SUMMARY OF CHANGES

AM#6 REPAIR ARCTIC UTILITIES PHASE C EIE407

EIELSON AFB, ALASKA

SCOPE OF WORK

General Scope 1) This project consists of the design and construction to remove and replace existing utilities lines in the existing utilidor system at Eielson Air Force Base. Bidders shall perform a site visit to verify existing conditions and gather information necessary to develop their proposal.

2) All work shall be in accordance with the RFP requirements.

3) Temporary utilities shall be provided during construction in accordance with paragraph: General – Temporary Utilities.

4) Work Hours shall conform to the requirements stated in Specification Section 01 19

30.02 29 Special Items for Eielson AFB Projects.

5) Notifications of planned utility outages, planned duration of outages and any other impacts to base operations and adjacent building occupants shall be in compliance with the requirements states in Specification Section 01 19 30.02 29 Special Items for Eielson AFB Projects.

6) Criteria for the design and replacement of the utility systems shall be in the following precedence:

a. In compliance with the Eielson Utilidor Design Guide (Appendix C).

b. In compliance with the requirements of this RFP, where the Eielson Design Guide does not cover.

c. Replace in kind, where the Eielson Design Guide and the requirements of this RFP do not cover.

Environmental Notifications

1) Immediately notify the Contracting Officer followed by the 354th Civil Engineer Squadron, Environmental Element (354 CES/CEIE) if suspected contaminated soil or groundwater is discovered or a hazardous material spill occurs. Contact 354 CES/CEIE at (907) 377-7745 or FAX (907) 377-1645 to report contaminated soil and/or groundwater, and (907) 377-7745 for hazardous material spills. The appropriate Eielson AFB environmental representative will provide the necessary notifications to ADEC or EPA.

2) Follow requirements of the RFP and specification 01 57 20.01 29 Environmental Protection and the Eielson AFB Environmental SOP regarding all environmental issues.

3) The Contractor shall be aware there may be areas adjacent to the project limits that may be considered wetlands and shall be avoided for construction purposes such as temporary utilities; temporary road access, temporary parking, staging areas, etc.

The Contractor shall coordinate with Contracting Officer Representative and CES Environmental on potential locations. A map of suspected wetland areas is provided to Attachment 1 – 2018 Eielson AFB Environmental SOP in specification 01 57 20.01 29 Environmental Protection.

Health and Safety 1) A confined space entry permit shall be issued in accordance with the contractor’s confined space entry program. Notify the Base Fire Department prior to entry and again immediately upon exiting any confined space.

2) Any open flame work requires a permit issued at Fire Station No. 2, Bldg. 4870.

3) Notify the Security Forces and the Fire Department 72 hours prior to any road closure.

4) Notify the Fire Department a minimum of 72 hours prior to any fire hydrant outage.

The Contractor shall provide temporary water service to all occupied building units when the existing water main is out of service. The contractor is not required to provide temporary fire hydrant service during construction. The Contractor shall cover all non-operational fire hydrants with black plastic to indicate their status. The Contractor shall allow clear access to fire hydrants when they are operational.

5) The contractor shall comply with the latest edition of the Corps of Engineers safety and health requirements manual, EM 385-1-1.

General – Survey Data 1) Government support for survey and location work shall be limited to provision of coordinate information for base survey monuments and provision of existing information from the base Geographic Information System (GIS) as appropriate to facilitate contractor design and as-built surveys.

2) Contractor shall perform field surveys as required to locate elements of existing systems that will affect the design, enable government review of the design, and tie project work to the base coordinate system.

General – AutoCAD drawings

1) Government-provided electronic CADD files will be provided as referenced in Specification 01 78 00 paragraph 2.1. CADD files will be limited to information from the Base GIS. Contractor shall be responsible for initiating and developing all other required CADD files and drawings.

2) BIM is required for this project. Reference Specification Section 01 19 20.00 29 and Appendix E for requirements.

General Site Work 1) Buildings will be occupied during the construction of this project. The contractor shall provide pedestrian access to each building when access to the building is impacted by construction activities as required. Each building shall have an access pathway separate from adjacent buildings. The access pathway shall be RAP and compacted. The contractor shall provide a temporary accesses to existing parking area(s) for the occupants of the buildings impacted by this work. After completion of work, the contractor shall remove the temporary pathways (pedestrian and parking) and restore the area. All pathways shall be safe and conform to the requirements of this RFP, OSHA, State and local regulations.

2) All trenching and excavation shall be barricaded to prevent general public entry.

3) Restore those existing facilities which are disturbed in the course of construction to condition equal or better than the condition at the start of construction. This shall include landscaping, topsoil and seeding, fencing, pavements, etc.

4) Existing utility locations are approximate. Obtain a completed Air Force Form 103, Work Clearance Request, before any excavation is undertaken. The Contractor shall notify the 354th Communications Squadron (354 CS) Cable Maintenance Shop

(907) 377-2368 at least 48-hours prior to excavation to allow marking of cable locations and identifying cables that are within the existing utilidors that may be affected by this project. Contractor shall coordinate with Eielson Air Base Electrical shop for locates of existing underground government owned circuits, such as communications, medium voltage distribution lines, street lighting circuits, and secondary lateral service drops to the buildings within the vicinity of the project site.

Contractor shall brief personnel operating earthwork equipment concerning buried utilities in the work area. Communication and other buried utilities damaged by construction activities shall be repaired by the Contractor to the utility entity’s repair standards.

5) Changes that may be required on existing underground electrical and telecommunication lines due to conflict with the new utilidor work, such as depth of burial and routing, shall be shown in the design plans. The contractor shall coordinate with the local telephone and cable TV service providers for any changes required on these existing services. The contractor shall be responsible for any cost incurred due to changes required on existing underground electrical and telecommunication lines and for providing drawings that include the lines revised path.

6) Contractor shall safeguard and protect all existing facilities to remain. Damage resulting from Contractor’s activities shall be repaired by the Contractor to the satisfaction of the Contracting Officer at no additional cost to the Government

7) Contractor shall complete utility work and return to service no later than 15 September 2019; at this date the utility system shall be working and performance tests have been successfully completed. The Contractor shall complete paving no later than 15 September 2019. Cleanup and preparation for winter, to include fill and stabilization of road cut, shall also be completed by this date. The Contractor shall complete landscaping, seeding, and final site restoration no later than 15 June 2020.

General – Existing Utilidor System

1) The terms “utilidor”, “utiliduct” and “utilidor/utiliduct” are interchangeable. Any and all requirements which are required to apply for any one term are also applicable to the other terms, unless otherwise explicitly indicated.

2) Construct and design utilidor lids per Eielson Utilidor Design Guide unless noted elsewhere in this RFP. The Eielson Utilidor Design Guide is provided in Appendix C of this RFP.

3) The existing utilidors that will be replaced, provide 5 foot wide lids for traffic rated lids and 6 foot wide lids everywhere else.

4) The contractor shall not remove the existing exterior sidewall insulation. The contractor shall assume the exterior insulation of the existing utilidor system is sufficient. The contractor shall only replace the existing exterior insulation when the insulation is exposed during construction activities to repair required work (i.e.

structural wall/floor, access to piping, access piping in manholes, etc.). If the contractor excavates deeper along the utilidors and/or manholes for other purposes than the work required; and/or insulation that is damaged in the process during construction activities, the contractor shall replace the damaged insulation in those locations in-kind at no cost to the Government.

5) The contractor shall remove any existing interior insulation in the existing utilidor system and manholes. The contractor shall not provide any new interior insulation.

6) Provide 2 inches of insulation on exterior of utilidor/utiliduct and manhole walls and tops. If directly exposed to the elements, protection shall be provided in accordance with specification 33 05 41.00 39 Utilidor Systems.

General – Existing Manholes

1) Reference the Eielson Utilidor Design Guide for manhole requirements, unless noted elsewhere in this RFP; reference Appendix C for the Eielson Utilidor Design Guide.

2) The Contractor is not required to provide a new concrete entrance shaft walls per details D1 or D5 on C-503 if one does not exist. However, if the existing manhole exterior wall is above grade, the Contractor is required to provide the CMU veneer as shown on detail D1 or D5 on C-503.

3) The Contractor shall slope soil up to the manhole risers where possible.

4) The Contractor shall replace access hatches. Access Hatch frames and covers shall be of the solid lid type and shall:

a. Have a minimum concrete contact of three inches overlap.

b. Doors shall be constructed of aluminum alloy, 1/4 inch diamond plate with a live load capacity of 300 PSF.

c. Frame shall be constructed of aluminum alloy and shall be drainable.

d. Have a clear and open access.

e. Have hatches covered with one or two lids.

f. Have stainless steel hinges with stainless steel pins securely attached to the frame that shall not work loose under repeated opening and closing of the lids.

g. Have a Stainless steel lock with removable key. Lock cylinders and cores shall meet requirements of the sub-paragraph, Cylinders and Cores. Provide lock with brass cover plate. Provide with interior panic bar for emergency exits.

h. Flush stainless steel lifting handle.

i. Have a stainless steel counter balance spring and a stainless steel hold open arm(s) that lock the hatch at 90 degrees and to prevent lids from slamming open and loosening hinges.

j. Insulate hatch leaf with 2 inches minimum thickness rigid, self-adhering, foam insulation. Hatch parts necessary for opening and closing shall not be impeded by insulation. Protect insulation surface with 10 to 20 mils of 2-part urethane coating, Polyshield, Permax, or equal.

k. Lift out frost lid panels are prohibited.

l. 4" concrete anchor straps

m. As manufactured by Nystrom, or equal.

5) The Contractor shall provide cylinders and cores for new locks, including locks provided under other sections of this specification. Provide cylinders and cores with seven pin tumblers in the Eielson MR-1 keyway. Provide cylinders that are fully compatible with products of the Best Lock Corporation. Provide Best Lock Corporation interchangeable cores which are removable by a special control key.

6) The Contractor shall replace ladder(s) and install with safety post.

7) Reference General – Existing Utilidor System and Specification Section 33 05 41.00 39 for additional manhole insulation requirements.

General – Waste Disposal

1) Clean, inert, concrete waste may be disposed of at Spruce Lake or another location located on Eielson Air Force Base. Concrete waste that contains lead-based-paint (LBP) below the threshold requiring disposal as hazardous waste, petroleum-based products or other non-inert materials but does not contain any asbestos, shall be disposed of to a location off Government property permitted to accept the waste.

Contractor shall provide sufficient cover material to cover disposed waste at the point of disposal. All other non-hazardous waste generated by the project shall be disposed of off of Government property. Reference Technical Specification 01 57

20.01 29 Environmental Protection for additional waste disposal requirements.

2) Cement products encountered during the project may contain crystalline silica and/or asbestos. Work methods that have the potential to disrupt the binding matrix of the cement may release crystalline silica and/or asbestos fibers, e.g., grinding, sanding, and pulverizing. Contractor employees who are exposed to crystalline silica and/or asbestos must comply with: (1) 29 CFR 1926.55 and EM 385-1-1 Section 06.M and

(2) 29 CFR 1926.1101 and EM 385-1-1 06.B.05, respectively.

3) Asbestos disposal is not available on Eielson AFB.

Contaminated Soil & Groundwater

1) Contaminated soil encountered will be managed in accordance with RFP Specification Section 01 57 20.01 29 Environmental Protection and 02 61 13

Excavation and Handling of Contaminated Material.

2) This project is within the institutional control boundaries of contaminated sites. Soil within contaminated will require 100% stockpiling and sampling regardless of screening results. This project will require a site-specific work plan coordinated through the AFCEC/CZOP Eielson IRP office and approved by ADEC and EPA prior to conducting work. The Work Plan need to meet the requirements of the ADEC Field Sampling Guidance, to include field screening, segregation of excavated soils, laboratory sampling or stockpiles and limits of excavation, reporting and appropriate transport and disposal. Work Plan requirements are included in Specification 02 61 13.

3) Reference Appendix A - IRP Sites, Phase C affects the following IRP sites: SS035 a former asphalt mixing and drum burial site (COCs included GRO, DRO, RRO, VOCs.

Pesticides and Metals) and SS062 (COC includes PCBs). In addition, PFOS/PFOA were identified in soil located adjacent to the EI407sites and may be present in soil and groundwater.

General – Steam and Condensate Return

1) Remove all steam (S) and condensate return (C) piping, including pipe supports, anchors, expansion joints and other appurtenances within the project boundary.

2) Install new steam (S) and condensate return (C) piping designed for utilidors/utiliducts, including pipe supports, anchors, expansion joints and other appurtenances within the project boundary.

3) Piping for steam and condensate return shall be in accordance with Eielson Utilidor Design Guide. Steam piping shall be Schedule 40 pipe. Condensate piping shall be Schedule 80 pipe. Standard and Extra Heavy wall pipes shall not be considered acceptable substitutes.

4) Install main line valves sufficient to isolate segments of utilidor steam (S) and condensate return (C) between manholes while allowing service continuation to all utilidor system other than the isolated segment.

5) Isolate service lines with valves at the point of connection to the main lines.

6) Install valves to enable servicing of components without shutdown of the main line.

7) Evaluate requirements for anchor and expansion joint locations and incorporate in design.

General – Water 1) Remove and replace all water piping, pipe supports, anchors, guides and appurtenances within the project limits.

AM#5…

2) For all water services

• Isolate service with a valve at the main utilidor

• Install service drain at main utilidor

• Where services are replaced to mechanical room or pit, install valve to isolate service from building system. …AM#5

3) Remove and replace main line valves at manholes 551-1 and 746.

AM#5…

4) Water service lines shall have drains installed at low point in each manhole. …AM#5

5) The preferred method is to have water lines be installed above sanitary sewer mains.

However the water lines and sanitary sewer mains may be installed parallel. Each method shall comply with ADEC requirements including the waiver requirements for co-location of water and sewer lines in utilidor.

6) Insure that debris-removal flushing is accomplished in accordance with AWWA C651.

7) Obtain Interim and Final ADEC approvals to construct and operate. See RFP Division 1 General Requirements, Section 01 19 25.00 29, 1.6.

General – Sanitary Sewer

1) Remove and replace all wastewater piping (SS), pipe supports, and appurtenances within the project boundary, including sump pumps, controls and alarms. New sump pumps shall be installed at manholes.

2) Sanitary sewer piping to meet the same material and construction as potable water pipe when co-located in the same utilidor.

3) Clean-out piping for main lines to be minimum 8 inch diameter. Clean outs for service laterals to be minimum 6 inch diameter. If lateral is less than 6”, cleanout shall be diameter of lateral.

4) Obtain ADEC Interim and Final approvals to construct and operate. See RFP Division 1 General Requirements, Section 01 19 25.00 29, 1.6.

General – Fire Protection

1) Not applicable.

General – Piping and Appurtenances

1) Piping systems to be installed complete (appropriate racks, hangars, expansion joints, anchors, pipe insulation, pipe guides, etc.)

General – Electrical 1) Electrical scope of work includes providing power to each manhole as indicated in this RFP, with replacement of all electrical equipment, including service panels, conduit, conductor, panels, transformers, outlets, lights, alarms, lift stations, controls, etc., associated with each manhole.

2) Comply with the following design Criteria: The National Electrical Code (NFPA 70);

The National Electrical Safety Code (ANSI C2); UFC 3_130-05 Utilities: Arctic and Subarctic Construction; UFC 3_501-01 Electrical Engineering; UFC 3_550-01 Exterior Electrical Power Distribution; UFC 3-560-01 Electrical Safety; Eielson Utilidor Design Guide dated February 2016.

3) Upgrades on the distribution system shall include correction of any electrical code violations on the existing system and making the existing system compliant to most current code at the time of the award of the contract.

4) In accordance with Division 01 – General Requirement, Section 01 19 25.00 29 the electrical designer-of-record shall provide a fully developed Division 26 (Electrical), Division 27 (Communication), and Division 33 (Utilities) technical guide specifications for all electrical and telecommunication work that are part of this project.

5) All electrical distribution equipment shall be replaced. A new power panel and service rated disconnect with meter base shall be installed adjacent to the manhole on a unistrut rack.

6) Provide power, controls, and alarms for all new sump pumps. Sump pump alarms shall be horn and strobe, with warning sign, as indicated on C-503 of Appendix G.

7) Existing lift stations, including lift station controls and alarms, shall not be replaced but shall remain in use. Provide new power circuits as required to supply the lift station system.

8) All new electrical circuits shall be installed in rigid steel conduit. All electrical devices will be gasketed and rated for wet environments. Voltage drop to each service, and for each branch and feeder circuit, shall conform to NEC and NESC requirements and guidelines. All electrical service coming to the manhole must be verified for proper overcurrent protection and grounding where it derives 480 Volt power from a transformer or source.

9) All new 480V/120-240 transformers shall be mounted external to the manhole on a unistrut rack.

10) Retain and rack all communications cabling in the manhole and accessible utilidor locations.

11) All work shall conform to the National Electrical Code (NFPA 70), the National Electrical Safety Code (ANSI C2), applicable Unified Facilities Criteria (UFC), and Unified Facilities Guide Specifications.

General – Accommodation of Communication System

1) Coordinate with existing communications circuit owners as required for any relocations to accommodate during the upgrade of the existing utilities within the existing utilidor system. Protect existing cables to remain as required to prevent damage.

General – Demolition 1) Demolition shall include the removal of all existing main utilities within the existing utilidor system to be upgraded to include water pipes, sewer pipes, sludge accumulation in sewer pipes, steam and condensate return pipes, anchors, supports, and appurtenances.

Geotechnical 1) There are not any existing bore logs for this project site as of now.

General – Structural 1) Cracked floors/foundations supporting the existing piping systems exist at several locations throughout the project area. Contractor is to determine the cause and extent of these cracks and develop a corrective action for replacement/repair to ensure that the design capability of the foundation/floor is maintained.

General – Temporary Utilities

1) Contractor to install temporary utilities sufficient to maintain utility service to all occupied EAFB facilities served by utilities to be reconstructed by this project.

Provide insulation to keep from freezing.

2) Water. Provide water sufficient to serve the domestic water supply needs of served facilities.

3) Steam and Condensate Return. Provide steam and condensate return sufficient to provide for domestic hot water heating requirements of the served facilities or an alternate domestic hot water heating system(s). Provide sufficient building heat for all served facilities from September 16th to May 31st. Temporary heating for the buildings is not required from June 1st to September 15th.

4) Sanitary Sewer. Provide sewer bypass sufficient to maintain sewerage flow during the installation of new sewer piping. Temporary system must have capacity and redundancy to assure reliable operation during the installation of new piping.

Contractor must monitor the system 24/7 during the time that the bypass system pumps are required for flow maintenance.

5) The contractor shall coordinate any scheduled utility disruption through the Contracting Officer. Disruption notice shall follow the established base procedure for scheduled utility interruption. The Contractor shall submit a schedule of requested utility disruptions for coordination and approval to the contracting officer.

6) All utility main start up and shut down shall be done by the base Distribution Shop.

The Contractor shall coordinate with the Contracting Officer and provide a 30 day

(COE/Base), 7-day (COE/Base) and 48 hour (COE/Base/Affected Facility) notice.

See RFP Specification Section 01 19 25.00 29 1.2.2.1 Temporary Utility Service Plan.

As-Built Information 1) All dimensions and pipe sizes are approximate. The Contractor shall field verify all dimensions and existing conditions for purposes of developing proposals and design development.

2) Photos are available of each manhole and mechanical rooms of the buildings.

AM#5...

3) MH746 has been upgraded on a past project EIE216. See Appendix G for the As-built drawing of MH746. The complete as-built drawings of EIE216 are available electronically upon request (pdf and AutoCAD). …AM#5

AM#6… Supplemental Requirements for Specification Section 01 19 20.00 29 Design and Construction Deliverables/Procedures

1) 65% Design Submittal – The contractor may have an Over-The Shoulder (OTS). If the contractor elects to have an OTS design submittal. The contractor shall ONLY submit design drawings. The review period shall be a minimum of 7 days with a design review conference.

2) 95% Design Submittal – The contractor shall submit per Specification Section 01 19

20.00 29 Design and Construction Deliverables/Procedures.

3) 100% Design Submittal – The contractor may reduce the review period to two weeks.

Design products shall be per the RFP. …AM#6

Supplemental Requirements for Specification Section 01 45 04.00 29 Contractor Quality Control

1) The Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for mechanical AM#5… and design quality control manager. …AM#5

2) Reference the Base Contract for the mechanical AM#5… and design quality control manager. …AM#5 specialized personnel requirements.

AM#5…

3) The CQC stated in the 01 45 04.00 29 may assume other duties such as the SSHO.

The CQC must meet the requirements of the roles the CQC will be providing such as the SSHO with approval by the Contracting Officer Representative. …AM#5

General Notes:

MH551-1, MH573,

MH574, and MH746.

1) Provide all work described under the base contract requirements; there are some as-built drawings of the existing utility system available. The main and service lines provided below are only approximate. The Contractor will be required to verify all existing utilities. The Contractor shall be required to replace in-kind all utilities in terms of pipe sizes.

2) These are at the end of the Point of Demarcation for piping removal in MH551-1 and MH746.

3) Design of the main utilities shall meet ADEC requirements.

4) The Contractor shall assume 20% of the existing utilidor lids shall be replaced. Replaced utilidor lids shall be 5’ wide in traffic areas and 6’ wide everywhere else.

5) The Contractor shall seal concrete cracks in each manhole and the utilidor (main and service); reference the Proposal Schedule for approximate lengths.

6) Prior to begin any construction activities, the Contractor shall coordinate with the Contracting Officer to establish existing conditions; to determine utility lids to be replaced; concrete seals to be sealed; concrete foundations to be replaced, etc.

7) Where existing and new utilities/utilidor are located under existing pavements and sidewalks to be demolished and replaced; provide new pavements and sidewalks. Pavements and sidewalk materials and structural section shall match existing.

8) If there is a sump pump within the existing manhole(s), the Contractor shall remove and replace only the existing sump pump with new. The Contractor shall not provide a new sump pump if there is none within the existing manhole(s). Sumps do not need replacement.

9) A portion of the existing utilidor system is bridged over an existing slough.

10) Points of Demarcation are the points where new utilities will be tied to existing utilities. These tie-ins are usually at the first Manhole and last Manhole to be removed.

11) Abbreviations: S – Steam [(x) – is Steam Trace], C- Condensate, W – Water, and SS – Sanitary Sewer

AM#5…

12) Option Item: Remove and replace the existing lift station AM#6… components ...AM#6 and sanitary sewer line to the lift station from the main line. Remove and replace all supporting appurtenances. Remove and replace existing controls and alarms. Provide new power circuits as required to supply the lift station system. As-builts for the existing lift station are not available. The contractor shall verify existing conditions with the Contracting Officer Representative prior to AM#6… begin of …AM#6 construction.

…AM#5

Pipe Size (inches)

S C W SS

MH551-1 14 6 12 8 1) Point of Demarcation (POD) for piping in this section of work AM#6… shall be the first fitting/valve to MH551-1. …AM#6

2) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole.

3) Install new steam, condensate return, water, and sewer lines from the point of demarcation within the existing manhole to include all appurtenances.

4) Seal all concrete cracks within MH551-1.

5) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

6) Full electrical and lighting installation.

7) Replace ladder(s) and install with safety post.

AM#5…

8) Replace sump pump.

…AM#5

MH551-1 to MH573 (~324’)

14 6 12 8 1) Remove all existing utilities within the utilidor/utiliduct in their entirety from MH551-1 to MH573.

2) Install new steam, condensate return, water and sewer lines from MH551-1 to MH573 to include all appurtenances.

3) Seal all concrete cracks within the utilidor/utiliduct system between MH551-1 to MH573.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

MH573 14 6 12 8 AM#6…

1) Point of Demarcation (POD) for piping in this section of work is shown on sheet CX701. …AM#6

2) Remove all existing utilities in their entirety AM#6… from the point of demarcation …AM#6 within the existing manhole.

3) Install new steam, condensate return, water, and sewer lines from the point of demarcation within the existing manhole to include all appurtenances.

4) Seal all concrete cracks within MH573.

5) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

6) Full electrical and lighting installation.

7) Replace ladder(s) and install with safety post.

MH573 to MH574 (~89’)

14 6 12 8 1) Remove all existing utilities within the utilidor/utiliduct in their entirety from MH573 to MH574.

2) Install new steam, condensate return, water and sewer lines from MH573 to MH574 to include all appurtenances.

3) Seal all concrete cracks within the utilidor/utiliduct system between MH573 to MH574.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

5) Remove and replace existing exterior ladder located south of MH573. Reference Appendix G, Sheet C-903, photo B1.

6) Provide an exterior ladder similar to the existing ladder as described above. Reference Appendix G, Sheet C-903, photo B1 for an approximate location.

AM#6…

7) Remove and replace existing sewer line and cleanout that is routed and located in the “wet well” as depicted in Appendix G

– Sheet CX-703. ….AM#6

MH574 14 6 12 8 AM#6…

1) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole. …AM#6

2) Install new steam, condensate return, water, and sewer lines AM#6… from the point of demarcation …AM#6 within the existing manhole to include all appurtenances.

3) Seal all concrete cracks within MH574.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

5) Full electrical and lighting installation.

6) Replace ladder(s) and install with safety post."

MH574 to MH746 (~265’)

14 6 12 8 1) Remove all existing utilities within the utilidor/utiliduct in their entirety from MH574 to MH746.

2) Install new steam, condensate return, water and sewer lines from MH574 to MH746 to include all appurtenances.

3) Seal all concrete cracks within the utilidor/utiliduct system between MH574 to MH746.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

MH746 14 6 12 8 1) Point of Demarcation (POD) for piping in this section of work is shown on sheet AM#6… CX707. …AM#6

2) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole.

3) Install new steam, condensate return, water, and sewer lines from the point of demarcation within the existing manhole to include all appurtenances.

4) Seal all concrete cracks within MH746.

5) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

6) Full electrical and lighting installation.

7) Replace ladder(s) and install with safety post.

AM#5…

8) Replace sump pump.

…AM#5

AM#6 REPAIR ARCTIC UTILIDORS - PHASE C EIE407

1.6 QUALITY CONTROL

1.6.1 Precast Concrete

Precast concrete members shall be the products of a manufacturer specializing in the production of precast concrete units. Factory fabrication, sampling and testing of precast units shall conform to PCI MNL-116. At the precast manufacturer's option, in lieu of core samples, ACI 318, full-scale load tests may be performed on randomly selected units, as directed by the Contracting Officer.

1.7 DELIVERY, STORAGE AND HANDLING

1.7.1 Delivery of Products

Deliver materials to the site in an undamaged condition. Deliver proprietary items in manufacturers' original unopened and undamaged containers or packages with manufacturer's name and brand and other pertinent data such as specification number, type and class, date of manufacture, and shelf life clearly labeled. Schedule delivery of materials to coincide with scheduled installation.

1.7.2 Storage and Handling

Carefully store materials off the ground to provide proper ventilation, drainage, and protection against weather and dampness. Protect materials from marring, staining, rust, damage, and overload and from contaminants such as grease, oil, and dirt. Store materials at temperatures recommended by the manufacturer. Ensure that materials can be accurately identified after removal from containers or after removal of identification tags.

Handle materials to avoid damage such as chipping and breaking. Replace damaged material.

PART 2 PRODUCTS

2.1 SYSTEM PERFORMANCE

The utilidor shall be modified as required to accommodate different piping arrangements and upgrades as detailed in the RFP plans. AM#6... Utilidors that have removable concrete lids, shall continue to have removable concrete lids. ...AM#6 The completed utilidor system shall meet or exceed all recognized standards of the construction for subsurface structures.

Repairs shall be designed for damaged utilidors and utilidor to manhole connections. Repairs shall be designed for support under utilidors where are undermined by erosion or slumping embankments. Repairs shall be designed for slumping embankments for utilidors spanning over sloughs.

2.2 COMPONENT PERFORMANCE

Design of all system components shall be based upon the recommendations of a Contractor engaged registered Professional Engineer who is experienced in Utilidor and subsurface structures design.

2.2.1 Precast Utilidor Lids

Precast utilidor lids shall be designed and constructed in accordance with the requirements as specified herein. Utilidor tops shall be designed to accommodate the imparted live, snow, soil, and dead loads placed on the structure and shall be AM#5... per Attachment 7 - SOW for widths

SECTION 33 05 41.00 39 Page 5

AM#6 REPAIR ARCTIC UTILIDORS - PHASE C EIE407

shall be coordinated with the Design Drawings, Design Analysis, and Specifications submitted by the designer of record.

2.2 PIPING AND FITTINGS

Unless otherwise specified, all pipe, fittings, valves, and piping accessories shall conform to the requirements of ASME B31.1, and shall be the proper type, class, and grade for pressure and temperature of the heating medium.

2.2.1 Steel Pipe

Steel pipe 2-inches in diameter and larger shall be seamless or electric-resistance welded conforming to ASTM A 53, Grade B, Type E or S;

or to ASTM A 106, Grade B. Steel pipe 1-1/2 inches in diameter and smaller shall be seamless conforming to ASTM A 106, Grade B. All condensate pipe shall be Schedule 80. Gauge piping and steam piping 1-inch in diameter and smaller shall be Schedule 80. All other pipe shall be Schedule 40.

2.2.1.1 Nipples

Nipples shall conform to ASTM A 733, as required to match pressure rating of adjacent piping.

2.2.1.2 Steel Flanges

Steel flanges shall be raised face type with spiral wound centering ring non-paper (Garlock) gaskets, conforming to ASME B16.5 Class 150 and shall match valves or flanged fittings. Flanges shall have the manufacturer's trademark affixed in accordance with MSS SP-25 so as to permanently identify the manufacturer. Flanges shall be prohibited in inaccessible utilidor locations. Flanges shall utilize ASTM A 193/A193 M-01b, Grade B7 stud with matching ASTM A 194, Grade 2H nuts.

2.2.1.3 Pipe Threads

Pipe threads shall conform to ASME B1.20.1. Pipe threads may be used only on pipe 3/4 inch or smaller. Exception is that all steam trace joints shall have welded joints.

2.2.2 Fittings

Fittings shall have the manufacturer's trademark affixed in accordance with MSS SP-25 so as to permanently identify the manufacturer.

2.2.2.1 Welded Fittings

Welded fittings shall conform to ASTM A 234/A 234 M, buttwelded or socket welded, AM#6... Schedule 40 or Schedule 80 ...AM#6, as required to match connecting piping. Buttwelded fittings shall conform to ASME B16.9, and socket welded fittings shall conform to ASME B16.11.

2.2.2.2 Malleable Iron Fittings

Fittings shall conform to ASME B16.3, ASTM A 47, class as required to match connecting piping.

SECTION 33 63 13 Page 8

MH ACCESS

SHAFT SLAB

6"

TOPSOIL

AND SEED 6 H

1V

MATCH

EXISTING

GRADE

5% SLOPE

TYP

CLASSIFIED FILL

OR TOPSOIL

3" TYP

CLEARANCE

A

NEW SUMP

AND SUMP

PUMP

UTILIDOR

PORTAL

MH

CHAMBER

A

LADDER

(TYP)

RESTORED

SURFACE

SPLIT FACED

CMU FACADE

EXTERIOR

LADDER

POP-UP SAFETY

HANDHOLD

TYPE "A" MH SHAFT

WORK ITEMS SHOWN

ARE VENT, (OUTER)

HATCH, NEW SUMP,

EXTERIOR AND

INTERIOR LADDERS,

AND HANDHOLD.

SECTION A-A

HATCH;

SEE C-504

SUMP

ALARM

EXTERIOR

LADDER

PLAN VIEW UTILIDOR

UTILIDOR

UTILIDOR

SEE SHEET C-504

SUMP ALARM

SUMP

TOPPING

SLAB

CONC TOPPING SLAB. CAST HATCH, SUMP

ALARM POST, WITH TOPPING SLAB.

EXISTING UTILIDOR

BOARD INSULATION

FASTEN CMU TO EXISTING CONC SHAFT (TYP).

LEVER OPERATED DAMPER.

TYP ALL VENTS.

TYPE "B" MH SHAFT IS SHOWN WITH CMU FACADE

SEE SHEET C-504

FOR ACCESS

HATCH DETAIL

A

SECTION A-A

BOARD INSULATION INSTALLED

WHERE MH AND UTILIDOR

EXPOSED DURING EXCAVATION.

TYP ALL LOCATIONS.

UTILIDOR

UTILIDOR PORTAL

CONC TOPPING

SLAB. CAST HATCH

AND HANDHOLD

WITH TOPPING

SLAB.

POP-UP SAFETY

HANDHOLD

EXISTING UTILIDOR

RESTORED

SURFACE

A

W

SS

EXISTING SHAFT

VENT

LANDING

REMOVABLE GALV

STEEL GRATE.

S

C

TOPPING SLAB

TYP. INSULATION EXPOSED ABOVE

GROUND; SHALL BE PROTECTED;

REFERENCE SPECIFICATION SECTION 33

05 41.00 39

ALASKA DISTRICT

D A

T E

D E

S C

R

IP

T

IO

N A

P P

D

D E

S

IG

N E

D B

Y

REFERENCE

NUMBER:

SHEET OF

US ARMY CORPS

OF ENGINEERS

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11 12

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

A N

S I D

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IZ

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IS

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D A

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S O

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A

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C O

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R A

C T

N O

D R

A W

IN

G

T R

A C

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IN

G A

C T

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N

D A

T E

M A

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D E

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IP

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N M

A R

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L S

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A F

B , A

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N O

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M B

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A F

-8

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NOT FOR CONSTRUCTION

D ra w in g X

U

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IE

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\C A

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.d w g la st s a ve d on

/6 /2

1:

A M w a s p lo tt ed b y D a w a g

M a ri o n

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IV

U

S A

R M

Y C

E P

O A

U

S o n

/6 /2

1:

A M

GENERAL NOTES:

1. DETAILS SHOWN ON SHEETS C-501, C-502, AND C-503 ARE EIELSON AFB

TYPICAL DETAILS. THE CONTRACTOR MAY USE THESE DETAILS AS A BASIS

OF DESIGN. NOT ALL DETAILS REQUIRED FOR THIS PROJECT ARE PROVIDED

AND THE DETAILS SHOWN ON THESE SHEETS MAY NOT BE REQUIRED. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE DETAILS NECESSARY

TO PROVIDE A COMPLETE DESIGN.

T Y

P

IC

A L

U T

IL

IT

Y D

E T

A

IL

S T

Y P

IC

A

L U

T

IL

IT

Y

D E

T A

IL

S

J.

F

A B

R

IZ

Z

IO

S

G E

P P

E R

T

J.

O

U Z

T S

J.

O

U Z

T S

C

IV

IL

C-503

D E

T A

IL

S

SCALE: NTS

TYPICAL SHAFT DETAIL B

D5

SCALE: NTS

SUMP ALARM AND HATCH

D10

SCALE: NTS

TYPICAL SHAFT DETAIL A

D1

SCALE: NTS

SOIL MOUNDING

A1

6 6

6 6 6 6

D

D

E

LE

T E

D

IN

T E

R

IO

R A

C C

E S

S H

A T

C H

D

D

E

LE

T E

D N

O T

E S

T O

I N

T . A

C C

E S

S H

A T

C H

D

U

P D

A T

E D

N O

T E

D

D

E

LE

T E

D

IN

T E

R

IO

R A

C C

E S

S H

A T

C H

2/

/1

2/

/1

2/

/1

2/

/1

E X

H

IB

IT

C

X

E

IE

R

T A

N

O V

E M

B E

R

M

H

-1

N E

W P

LA

N

S A

N D

S E

C T

IO

N

C

X

M

H

-1

N E

W P

LA

N

S A

N D

S E

C T

IO

N

.d w g A

F -8

-1

-0

7, W

1K

B -1

8- R

-1 8-

S he et of

NOTE(S):

1. WORK HAS BEEN PERFORMED IN MH551-1 AFTER 1984.

AS-BUILT DRAWINGS ARE NOT AVAILABLE OF THE NEW

WORK. THIS SHEET IS FOR INFORMATIONAL PURPOSES

ONLY.

6 6

EXHIBIT CX703

EIE407 RTA NOVEMBER 2018

MH 573 TO MH 574 NEW PLANS AND SECTIONS, CX703 MH 573 TO MH

574 NEW PLANS AND SECTIONS.dwg AF-890-185-07, W911KB-18-R-18-01, Sheet 11 of 21

C L

E A

N O

U T

H

IB

IT

C

X

E

IE

R

V

E M

B E

R

M

H

N

E W

P

LA

N A

N D

S E

C T

IO

N

C

X

M

H

N E

W P

L A

N A

N D

S E

C T

IO

N

.d w g A

F -8

-1

-0

7, W

1K

B -1

8- R

-1 8-

S he et of

NOTE(S):

1. WORK HAS BEEN PERFORMED IN MH746 IN 2007.

REFERENCE SHEET CX707 ON THE AS-BUILT DRAWING.

THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY.

H

IB

IT

C

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M B

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5 5

SEWER POD

PROPOSED POD

LOCATIONS

LEGEND

WATER POD

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F -8

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B -1

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S he et X

X o f 2

MANCHU

PONDS

MOOSE LAKE

MA

NC

HU

LA

KE

GRAVEL PIT

TAR KETTLE LAKE

RAINBOW LAKE

GRAYLING LAKE

Garrison Slough

EFFLUENT POND

WATER TREATMENT POND

MOOSE LAKE

COOLING

PONDS

POLARIS LAKE

MULLINS PIT

SHOE LAKE

Garrison Slough

SPRUCE LAKE

Waste water treatment plant

TAR KETTLE LAKE

Garriso n Slough

MULLINS PIT

SCOUT LAKE

ALASKA RAILROAD

NATURAL

RESOURCES

CE HOUSING

OFFICE

POST

OFFICE

CONTROL

TOWER

BASE

GYM

THEATER

BALLFIELDS

VEHICLE

MAINT.

SHOP

BALL

FIELDS

ALERT

HANGAR

WEAPONS

RELEASE

BASE SUPPLY

COAL

PILES

ICE RINK

RANGE

STORAGE

SQUAD

OPS

HURSEY

GATE

TACAN

OPEN

STORAGE

DINING

HALLATHLETIC FIELDS

CE

SNOW BARN

DRIVING

RANGE

CE

READINESS

PME

LAB

BALLFIELD

ANTENNA

FARM

ATHLETIC

FIELD

CRAWFORD

ELEMENTARY

SCHOOL

MILITARY PIPELINE ACCESS

NOSE

DOCKS

DEPT. OF PUBLIC WORKS

BORROW PIT

PAVILLION

BOWLING

CNTR TENNIS

COURTS

ATHLETIC

FIELD

COMMISSARY

JOINT

MOBILITY

COMPLEX

FAM

CAMP

RED FLAG

OPS

TACAN

CHAPEL

LOX

STORAGE

KENNELS

WATER

TREATMENT

PLANT

ATHLETIC

FIELD

DOG

KENNEL

ALASKA RAILROAD

COMMUNITY

CENTER

CHILD

DEVELOPMENT

CENTER

MUNITIONS

PROCESSING

FACILITY

"THE CLUB"

BULK FUEL

STORAGE

E-11

MILITARY PIPELINE ACCESS

HERITAGE

PARK

AIR

NATIONAL

GUARD FIRE

STATION

#1

CLUB

ANNEX

CIVIL

ENG.

BASE

OPS

GOLD RUSH INN

NOSE

DOCKAIRCRAFT SHELTERS

KENNELS

BALLFIELD

FIRE

STATION

#2

ANDERSON

ELEM. SCHOOL

RV STORAGE

LOT

READY MUNITIONS

FACILITY

DIKE

HANGAR

BULK FUEL

STORAGE

E-2

WING

HQ

JOINT

SECURITY

FORCES

WAREHOUSES

FIRE

TRAINING

FACILITY

ICEMAN OUTFITTERS

MULTI-CUBICLE

STORAGE

YOUTH

CENTER

ENGINE

SHOP FUELS

WASTE

TREATMENT

FACILITY

CE MAINT. SHOPS

GAS

STATION

OPERATIONAL APRON

AAFES

BX

ALT POWER PLANT

CLINIC

GUN

CLEARING

BUTT

HAZARDOUS MATERIALS

STORAGE

POWER &

HEAT PLANT

ROCKET CHECKOUT

FACILITY

HANGAR

E-9 COMPLEX

HANGAR

CHLORINE

CONTACT

CHAMBER

ACS

E-4 COMPLEX

LIQUID

FUELS

EIELSON JR/SR

HIGH SCHOOL

TRANSFER

STATION

HANGAR

AVIONICS

SHOP

DENALI

PAD

SPRUCE LAKE

TRAINING AREA

BULK FUEL

STORAGE

E-6

TRANSALASKA PIPELINE ACCESS

HANGAR

2320 11 461148

4810 4801

5426 5432

5414 5419

5440 5442

6224 1337

96 2200

05430

06 54

4817483

28 32

4921492

64 117

41172

48604858

34701

8522222

11 54

6237 1335

1123 11 38 114

11491

19 5143

5438 54

271125

7 50

48354838

5067 5068

11-19 11-06 11-15

22-02

12-07b

43-10

LA-09

41-01

42-06

42-03

32-06

214-D

34-13

34-06

33-14

51-08

52-24

52-22

51-06

5271-B

5271-A 5271-C

49-7

49-05

50-06

49-3

49-

52-09

ML-6

ML-3A

11-19

11-05

22-14

31-04

23-06

48-10A

13-04-A

12-07a 12-07c 12-07e1 41-02

42-10

34-26B

32-09

34-22 34-23

33-10 34-01

34-19

53-11

53-09A

31-06

33-15

33-04

51-09

33-49-02

-19

51-18

52-21

5182-B

49-1

49-13

49-14

49-9

51-07

51-04

49-19

4843-04

0048-03

52-07

ML-5d

ML-5c

11-17

11-16

31-12

22-03 22-04

23-04

12-07e2

LP-8B

12-03

42-07 43-07B?

43-02 31-08

32-03

33-49-03

34-26

34-12 34-15 34-17

34-10

53-09

33-13

22-06

51-10

52-01

33-07

52-15 52-20

52-13

52-04

52-12

52-05

53-08

49-02

49-8

49-10 50-01

49-17

LP-16

52-06 53-01

53-03 53-06

ML-6c

ML-6b

LA-25

11-09 11-14

22-11 22-13

13-06

32-10

43-06

43-05

42-04

34-04-A

Water Fill Stand

34-18 22-08a

-08

51-16

52-23

51-07A

49-20

49-21

48-08

49-10A

50-02 51-05

48-06

LA-13

LA-13A

FH#2

LA-18

LA-20

LA-24

ML-7a

LA-26

11-03

22-12

31-01

31-09

22-10

23-02 23-03

12-07d 12-07f

LP-7A

43-07

34-11-A

31-11

12-01

34-02 34-03

33-02

51-01

33-49-04

51-11 33-06

51-12

33-08

52-14

53-07

52-25

49-6C

48-09

50-03

50-07

13-26-A

LA-13

LA-16

LA-22

LA-22A

53-02

12-07-B

11-11

11-13

21-01 21-02

13-03

13-05

41-03 41-04 12-07

42-01

32-07 32-08

214-A 32-02

32-01

33-09

53-10

22-05 33-01

33-45-A

52-18

51-03 52-03

5273-A

51-15

52-10

5182-A

49-01-A

50-05

49-4

49-11

LA-11

LA-21

53-05

ML-5c ML-5a

11-20

11-07 11-08

11-04

11-12

22-15 31-03

23-05 22-01

0048-02

13-04

LP-8A

34-26

43-01

SP-6

31-10

32-04

31-07

34-16

34-11

34-04

22-06…