Attachment1StatementofWork.pdf

DEPARTMENT OF THE ARMY

UNITED STATES ARMY GARRISON ITALY

DARBY MILITARY COMMUNITY

PUBLIC WORKS OFFICE

APO AE 09613

Project

ES 00272-7

REPAIR WATER SYSTEM BLDG 5893

SUPPLY & MAINTENANCE AREA

SCOPE OF WORK/PERFORMANCE WORK SCHEDULE

Consisting of 15 pages and 1 enclosure

ING. PAOLO SERRAGLINI

Chief, Engineering Services Branch

Prepared by:

STEPHEN L. DONNELLY, PE

Public Works Manager on 14 March 2018 APPROVAL DATE ________________

IMVI-LPW-F 14 March 2018

SCOPE OF WORK

• Project. ES-00272-7P, Repair water system bldg. 5893, S&M Area - DMC

• Basic Project and Options. The project consists of one basic project only. No optional work is included.

• Phase 1 (Design) Description:

I. Scope of work.

Introduction Bldg. 5893 is a one-story facility used as wash station for military vehicles. Four high pressure cleaners, to heat and pressurize the water for washing, are installed in the mechanical room adjacent to the building. Each machine serves two lances (one spare). The machines are equipped with fuel oil burners (one each). The potable water is softened through a softener before machines’ feedings. The fuel oil tank, double wall, 1 cubic meter capacity, is installed close to the mechanical room, partially covered by a canopy.

This project includes all what necessary to switch the system feeding from potable to industrial water, including all water treatments needed to guarantee a vehicles cleaning without spots or halos. Furthermore it includes the washing area drainage upgrading and a new sewage treatment system before the connection with the main sewer line of the Base.

All labors with the exception of the drainages modifications inside the washing area shall be scheduled to avoid interruption of washing service, including all required temporary works.

In this phase the work consists of designing details and providing calculations and everything else necessary to define all parts of the work in scale required to fulfill the scope of work.

List of the existing equipment The following are the technical characteristics of the existing high pressure cleaners, which can be used as base of design for the system sizing:

- AFI CLEANING type IWD H D2021 IPC, year 2016

* maximum pressure: 200 Bar

* maximum capacity: 1260 liter/hour

* minimum outlet water temperature: 30ºC

* maximum outlet water temperature: 145 ºC

* electrical feeding: 3-400-50-16 (Ph-V-Hz-A)

* maximum absorbed power: 9.5 kW

* motor speed: 1450 rpm

All the listed equipment shall be considered operative in the same time at full power. New plumbing systems shall be designed with a safety factor no less than 25% to include future washing system capacity boost up.

Removals/Demolitions Removals shall include (but not necessarily be limited to):

- The water softener inside the mechanical room that will be disassembled without damages and delivered to the COR for future use.

- All the pipes that need to be removed inside and outside the mechanical room to connect the new equipment

Architectural/Structural works Architectural works shall include (but not necessarily be limited to) the following:

- A new prefabricated room to house all the new water treatment equipment, guaranteeing the necessary maintenance space.

- Canopies and shielding to protect the equipment from bad weather and sun (e.g. plastic water tanks).

Civil works Civil works shall include (but not necessarily be limited to) the followings:

- New pit with grille inside the washing area to increase sedimentation before the lift station, capacity no less than 2 m3

- New pit with cover to house the lift station inside the washing area. The existing connection with the sewage line inside the building shall be corked.

- Cleaning and upgrading the discharge of existing pits inside the washing area

- New trench in the reinforced slab up to the POL separator, including restoration of the slab.

The slab is approximately 40 cm thick.

- New basement and anchoring of the POL separator’s tank/tanks

- New trench in the ground from the POL separator up to the connection with the existing sewage line

- New bases, where needed, to sustain the weight of the water treatment equipment.

Mechanical/plumbing works Mechanical works shall include (but not necessarily be limited to) the following:

- New water treatment system based on the following flow diagram: chlorination, flocculants dosage, filtration (particularly iron and manganese), antiscalant dosage, chemical de-chlorination, microfiltration, reverse osmosis, pH neutralization. System will be sized to produce a minimum of 2.5 m3/h of treated water. It will be completed with water meters with pulses emitter, dosage pumps, polyethylene containers suitable for chemical solutions, automatic filters for iron and manganese, analyzer, cartridge filters, reverse osmosis de-salter, flushing station, n.2 vertical tanks 5000 liter for treated water storage, pressurizing pumps, control panel with acoustical and visual alarms, pipes, valves and accessories to fulfill the scope of work. A bypass will be installed to feed the system with potable water in case of failure of the system, including a backflow preventer.

System shall be sized to treat the water to guarantee a vehicles cleaning without spots or halos, based on this characteristic of the inlet water: dry leftover at 180ºC UNI 10506= 3000 mg/l, hardness = 110 ºF, Iron =2700 µg/l, Manganese = 800 µg/l.

Indicatively the minimum characteristics of the water after the treatment will be as follow: dry leftover at 180ºC UNI 10506= 15 mg/l, hardness = 15 ºF, Iron =0 µg/l, Manganese = 0 µg/l.

- New lift station with two pumps (one spare), check valves, sectional valves, alarms and control panel, including new Pead pipes up to the new POL separator

- New POL separator with sand separation and oil separator with coalescence filter. It shall be completed with bio-oxidizer, microbiological product dosage, covers in spheroidal cast iron UNI EN 124, control panel with acoustical and visual alarms to be reported to the building. The sedimentation tank shall have a minimum capacity of 6 m3 and the POL tank a minimum capacity of 8 m3 or greater, based on sizing results. Two inspection pits shall be installed before and after the treatment station. The treatment station shall be sized for a maximum hourly consumption of 2 liter per second and a daily consumption of 20 m3 in 8 hours. POL separator will be sized in accordance with UNI 858 and the Strokes’ law for high standard water treatment, with a factor of density 1, retention time 180 sec, to guarantee a maximum 5 mg/liter of oil and hydrocarbon and 80 mg/liter of suspended solids in the discharge. It shall be equipped with double lift pump (one spare)

- New Pead pipes to connect the POL separator to the main sewage line.

Electrical works Electrical works shall include (but not necessarily be limited to) the followings:

- Install a new electrical panel in the electrical room of bldg 5893 in order to feed the new mechanical equipment; the new panel shall have a minimum ingress protection rating IP55 and shall be fed by the existing panel the existing panel 1CH1, through a new circuit breaker. Existing panel 1CH1 is fed by the substation 5882 with a breaker 4x63A and a cable 3 ½ x95 (FG7OR) + 1x50sqmm PE (N07V-K).

Install in the new panel as minimum:

• 1 main circuit breaker;

• 1 circuit breaker complete with Ground fault interrupter feeding the new water treatment system;

• 1 circuit breaker complete with Ground fault interrupter feeding the new lift station;

• 1 circuit breaker complete with Ground fault interrupter feeding the new POL separator.

• 1 circuit breaker complete with Ground fault interrupter feeding the new lighting system and the service power outlets of the new prefabricated room.

• 1 spare circuit breaker 4P complete with Ground fault interrupter

- Install new feeding cables routed into new galvanized steel conduits and boxes IP55 inside bldg 5893 and into new underground cable ducts outside bldg 5893. Restoration of pavement (concrete and/or asphalt) shall be included.

- Install all the control and power cables to feed the new mechanical systems.

- Install a new lighting system with LED fixtures in the prefabricated room providing an average lighting level not less than 300lux at 0.8 meter above finished floor; new fixtures shall be manually operated through a switch; install an emergency LED lighting fixture in the prefabricated room; install 1 industrial CEE outlet 16A 2P+G 230V, 1 industrial CEE outlet 16A 3P+G 400V and 1 civil outlet P40 2P+G 230V in the prefabricated room.

Communication works

Not required.

Force Protection

Fire Protection

Additional Codes Compliance In addition to the above listed works, all other requirements to make the buildings totally in compliance with Italian and U.S. standards shall be identified, summarized in a report and included in the design.

II. Documentation required

Documents required to accomplish this phase prior to building construction are as follows:

- As-built drawings of the existing utilities to be used for design will be prepared based on the documents which will be provided by the Government and on site investigations and measurements taken in order to ascertain local conditions and extent of required work.

- Structural design analysis. The analysis, shall include all loads, computations, assumptions, and codes on which the design is based.

- Complete design analysis of the mechanical, electrical, fire protection systems (as applicable), including utilities rerouting with minimal service interruption specified.

- Verify and prepare documentation for special and/or hazardous material handling and disposal per current Italian regulation, to include ASL approval if applicable. The designer shall identify material to be disposed off in landfill or to be delivered to recycling plant.

- The requirements of Italian Law 81 of 2008 are deemed applicable to this project. The

Government will award separate contracts for Design and Construction Safety Coordination. During the Design Phase maximum cooperation will be granted to the nominated Safety Coordinator to allow preparation of Safety and Coordination Plan and other documents required by Law.

- Sets of construction drawings on ISO A1 sheets. As a minimum the drawings must contain as minimum the following information, if applicable:

Cover sheet and index of drawings including vicinity map, and a general location plan;

Civil: location layout indicating the route of existing utility lines, adjacent buildings and other facilities;

Civil: new exterior works Architectural: existing condition plan with demolitions/removals Architectural: new condition plan, sections and details Architectural: lateral views Mechanical system: existing condition plan with demolitions/removals Mechanical system: new water treatment system Mechanical system: new control system Mechanical system: new plumbing system Mechanical system: details Electrical system: existing condition plan with demolitions/removals Electrical system: new lighting system Electrical system: new power system Electrical system: Panels wiring diagrams and panels front layout;

Electrical system: Details, with particular attention to the cable trays installation, conduits installation, underground cable ducts, equipotential connections of metallic masses, front layout of the electrical panels.

All drawings shall be to scale, with graphic scale indicated. Dimensions and material identifications shall be clearly indicated. Drawings shall include all necessary notes and legends. All wording shall be in both English and Italian.

- Detailed technical report (in English and Italian) to include the following:

Detailed description of all works to be accomplished;

Method of accomplishment;

Materials and finishing;

Reference to norms and laws (both US and Italian) in force;

- For any excavations deeper than 6" (15 cm.), the Contractor must request the digging permit to the COR. This form will be provided to the Contractor at the pre-construction conference.

- Construction drawings, design analysis and technical report must be prepared and signed by professional engineers, within their respective expertise, registered in Italy, who will accept responsibility in accordance with Italian laws in force.

- All documents shall be submitted in paper and electronic format Autocad compatible for drawings, MS Office compatible for documents and in TIFF/PDF format for raster and pictures.

- The final submission shall include Certification of Compliance with Italian Norms. It will consist of the following statement, to be signed and stamped by a professional engineer:

“Having reviewed the definitive and detailed project No. ES 00272-7, pertaining to “Repair water system bldg. 5893, Depot - DMC”, I declare that I have ascertained that the technological system included therein comply with the applicable Italian norms.

DATE SIGNATURE

Esaminato il progetto definitivo e dettagliato No. ES 00272-7 “Riparazione sistema idrico bldg. 5893, Depot - DMC”, dichiaro di aver accertato che strutture ed impianti tecnologici in esso contenuti rispondono alla vigente normativa italiana.

DATA FIRMA

- The final design submittal shall also be accompanied by the following statement, signed by a technically qualified representative of the construction contractor:

“I, undersigned __________, in the vest of __________, have reviewed the final design submittal of project _____________, prepared by __________, with particular reference to the drawings and technical specifications, and I have found it:

- complete;

- constructible;

- fully compliant with the Scope of Work;

- feasible within the terms of the contract.

I understand that the above mentioned design documents, once reviewed and accepted by the Government, will become contract documents. I also understand that if anything of the Scope of Work is missing in the design, my Company will still be obliged to perform.”

III. Drawings and documents provided to Contractor The following drawings are provided to the contractor with the purpose of showing the consistency of the facility where the work is planned. There is, however, no guarantee that the situation shown in the drawings exactly reflects the existing conditions. The drawings are provided in tiff and pdf format and will not be available in CAD format (unless otherwise indicated):

- PP001CRD

- PP101CRD

- PP102CRD

- PP501CRD

- PP502CRD

- PP503CRD

- PP504CRD

- PP601CRD

- PP701CRD

- PP901CRD

- PP902CRD

- 3559C-01

- E001CRD

- E002CRD

- E003CRD

- E101CLPRD

- EL101CRD

- EL501CRD

- EL502CRD

- EL503CRD

- EL504CRD

- EL801CRD

- EP101CRD

- EP601CRD

- EP602CRD

- EP701CRD

- ET101CRD

IV. Technical Specification Technical Specification, are furnished to the Contractor to be used as the basis for design.

The TS will be able to be modified/expanded/integrated as applicable only upon authorization of the Design COR. However integrations will be mandatory for sections which are not covered in what provided by the Government.

V. Applicable Codes

All applicable Italian Laws, Italian Codes and American Codes, in particular:

- LEGGE 2 Febbraio 1974, n. 64, Provvedimenti per le Costruzioni con particolari prescrizioni per le zone sismiche.

- DM 14 Gennaio 2008, Nuove Norme Tecniche Per le Costruzioni, and 2018 updates.

- DPR 6 Giugno 2001, n. 380, Testo Unico dell’Edilizia.

- Italian D.M. 37/08

- All applicable Italian CEI and European CEI EN norms

- NFPA 70 “National Electric Code”

- UFC 3-530-01, Unified Facilities Criteria, Design: Interior and Exterior Lighting and

Control

- CEI EN 62305-1/2/3/4 “Protezione contro i fulmini”

- NFPA 780 “Standard for the installation of Lightning Protection Systems”

- UFC 3-600-01, Unified Facilities Criteria, Fire Protection Engineering for Facilities

- UFC 3-420-01 Plumbing system

- Italian D.Lgs. 152/06, rules on the environment

- Environmental Final Governing Standards

- UFC 3-450-01 noise and vibration control

- U.S. Army in Europe – Cable Distribution System (CDS) Installation Standards

- Department of the Army – United States Army Information System Engineer Command -

Technical Guide for Installation Information Infrastructure Architecture

- All other applicable Unified Facilities Criteria

VI. Submission Requirements.

(1) Preliminary Submission (35% Design Completion).

The preliminary submission will be delivered as per enclosed Progress Plan (enclosure 2) and will consist of the following elements in the quantities specified:

ELEMENT QUANTITY

Print copies of proposed Technical Specifications (additions/modifications will be highlighted)

2 sets (English)

Print copies of drawings 2 sets (English and Italian) Print copies of basis of design including survey report identifying all codes requirements and technical information/brochure related to the selected material/techniques.

2 sets (English only)

Preliminary design analysis 2 sets (Italian only) CD containing electronic (pdf) version of all documents above

(2) Final Design Submission (100% Design Completion).

The final design will be delivered as per enclosed Progress Plan and will consist of the following elements in the quantities specified for the project:

ELEMENT QUANTITY

a. Reproducible originals of final drawings including details as necessary to construct all features of the project, signed and stamped.

1 set (Title and Notes in English and Italian)

b. Compact disk, rewritable, containing:

1. The entire technical specifications (English and Italian) in a data format compatible with Word for Windows Software.

2. All project drawings in a data format compatible with Autocad Software

1 set

c. Compact disk, rewritable, containing:

1. The entire technical specifications (English and Italian) in a data format compatible with Adobe Acrobat Reader.

2. All project drawings in a data format compatible with Adobe Acrobat Reader.

1 set

d. Print copies of drawings 2 sets

e. Print copies of technical specifications 2 sets

f. Print copies of final design analysis 2 sets

g. Certification of Compliance with Italian norms, signed and stamped 2 originals

Documents at point a., b., and c. above will be delivered after the other documents have been checked and approved, and will incorporate any further comment or discovered deficiency.

VII. Design Review Meetings.

The Contractor is expected to attend a pre-design meeting, and review meetings after the preliminary submittal. All meetings will take place at the COR’s office, Bldg 5155, Supply and Maintenance Area, Livorno.

VIII. Design Review Comments.

In general, design review comments will be returned to designers within 15 calendar days from the date of receipt of design. Every submittal after the preliminary shall be accompanied by an annotated copy of the review comments.

IX. Phase 2 (Construction) Description:

Provide construction of all features of the project as designed in phase 1 and approved, in accordance with proposed and approved design and progress plan. Construction will start upon final approval of design, and will last as per the enclosed progress plan (enclosure 2).

• General notes:

a. At the completion of the work, the following documents will be provided to the COR:

- Copy of the certification of each utility system, according to Italian D.M. 37/08 requirements; in addition to paper copy, provide a .pdf file of each certification, created by scanning the original document, stamped and signed, attachments included.

- Copy of the official test of each utility system performed by a licensed engineer/technician; in addition to paper copy, provide a .pdf file of each test report, created by scanning the original document, stamped and signed.

- Copy of the instruction manuals of the systems, if applicable.

- Copy of the As built drawings stamped and signed, in reproducible format; in addition to the reproducible copy provide electronic copies in CAD format (.dwg files) and in ADOBE ACROBAT format (.pdf files)

- All the other documents required in the Scope of Work

b. Compliance with laws, regulations, criteria. All design and construction work shall be performed in full accordance with applicable Italian and United States laws, regulations, codes, whichever is more restrictive at contract award date. Main criteria are listed under 2.e. This includes any required certification by engineers licensed in Italy.

c. The project is subject to D. Lgs. 81/08. The Safety & Coordination Plan will be prepared during the design phase. The contractor shall provide his/her Piano Operativo di Sicurezza (safety plan, complementary final plan) and comply with the requirements of above mentioned laws as well as with those all other applicable Italian safety laws.

d. Emergency Situations. Contractor will maintain the following documentation available and usable at the work site, to be provided by the COR:

- A copy of the Camp Darby Emergency Plan, to which contractor will refer in the case of the emergency conditions indicated in the plan itself.

- Base Grid Coordinates layout, with the work site highlighted.

- List of emergency telephone numbers.

e. Project Identification Sign. The contractor shall supply and install a sign identifying the project. The sign shall be of high-resistant plywood for outdoor installation, white painted.

The dimensions shall be 1200x2400x12 mm. The letters of the wording shall be uppercase, black color, 5 cm high, except the letters of the project title which shall be 10 cm.The sign shall be fixed to a structure made of any material provided it is lasting and in compliance with all safety requirements. The sign shall be well visible, with the lower side at 1.2 m from ground level.

f. The annexed Technical Specifications general sections Ia, Ib, are ruling, for what attains construction management and quality control, and are not allowed to be modified by Contractor.

X. AT/OPSEC/Environmental requirements:

AT Level I Training. All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled-access areas will complete AT Level I awareness training within 30 calendar days after the contract start-date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor will submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer, if a COR is not assigned, prior to issuance of Installation Access Passes. AT Level I awareness training is available online at https://atlevel1.dtic.mil/at.

According to AR 530-1, new contractor employees must complete Level I OPSEC training within 30 calendar days after they report for duty. All contractor employees must complete annual OPSEC awareness training.

Access and General Protection/Security Policy and Procedures: The Contractor shall obtain entry passes for each employee from the COR. The Contractor shall inform his personnel that they may be subjected to search when entering or leaving the installation at the discretion of the Installation Commander. Upon completion of the contract work or upon employee termination the Contractor shall return all passes to the Contracting Officer or the COR.

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 also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshall 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.

iWATCH Training: The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 15 calendar days of contract award and within 10 calendar days of new employees commencing performance with the results reported to the COR NLT 10 calendar days after contract award.

ENVIRONMENTAL MANAGEMENT SYSTEM: The USAG Italy implements an EMS in accordance with EO13693, ISO 14001:2004(E), DoD, and IMCOM requirements. An EMS is an overall management system that includes organizational structure, planning activities, responsibilities, practices, procedures, processes and resources for developing, implementing, achieving, reviewing and maintaining the environmental policy of an organization. The USAG Italy EMS is designed to ensure that all personnel, including contract personnel, whose work activities can cause real or potential significant environmental impact, are aware of how their work supports the EMS and are competent to perform their roles, responsibilities and authorities while supporting the USAG Italy mission. Contractors and their personnel are required to be aware of, and comply with, the USAG Italy Environmental policy and legal and other requirements when performing work at an installation.

The contractor will provide the following information semi-annually to be used by the Government to address environmental performance relative to the goals of the USAG Italy Environmental Management System. Please note that the amounts reported are those used/generated by the contractor regardless of source (private purchase or government furnished). Reports for January – June will be submitted by 15 July and reports for July- December will be submitted by 15 January each year.

Media Report Element #1 Report Element #2

Non-Hazardous Solid Waste

Total Waste Generated (Kg)

Amount of Waste Diverted from Landfill (Kg)

Construction Debris/Demolition Materials

Total Waste Generated (Kg)

Amount of Waste Diverted from Landfill (Kg)

Compostable/Organic Material

Total Waste Generated (Kg)

Amount of Waste Diverted from Landfill (Kg)

Hazardous Materials Total Used (Kg) Hazardous Waste Total Generated (Kg) Total Recycled (Kg) Energy Consumption - Electricity

Total Energy Consumed (MBtu)

Energy Consumption - Fuel

Total Fuel Consumed (L)

Renewable/Alternative Energy

Total Consumed

(MW)

Facility Construction/Renovation

Number of Buildings LEED Certified Silver or Higher

SqFt of buildings LEED Certified

SECTION END

IMVI-LPW-F 14 March 2018

PERFORMANCE WORK SCHEDULE

• ES 00272-7, Repair water system bldg. 5893, Depot - DMC

1. This project is made of one (1) Basic Project Item and no (0) Project Option Items.

2. This project shall be performed in two phases. The contract performance period for the entire contract (Phase 1 plus Phase 2) is as follows:

- Design Phase: 135 calendar days;

- Construction Phase: 120 calendar days.

Individual Notice to Proceeds will be released for each of the two phases.

a. Phase 1 (Design): This phase is managed by a Contracting Officer Representative, from the Directorate of Public Works (DPW), Engineering Services Branch. The US Government should not take longer than 15 days to provide review comments to the contractor for each planned submittal.

b. Phase 2 (Construction): This phase will be controlled by the COR from the DPW

Construction Management Branch, in accordance with documents approved in Phase

1. Normally, construction can begin after the contractor has made all changes identified during the Government design review. However, the contractor may be allowed to proceed with construction while clarification and administrative comments are being incorporated into the design. The revisions can be approved by partial re-submittals.

c. The Notice to Proceed (NTP) date for the Design Phase will be established at the Pre- Performance Conference. After the final design submittal has been approved and it is time to start construction, the first phase is closed and a new Notice to Proceed is issued by the Contracting Officer to the contractor.

d. Phasing: Project phasing will be in accordance with the Milestones Plan at Enclosure

2, which is a Contract document.

Overall number of Calendar Days allowed will be in accordance with paragraph 3.

This will include Government times as listed in the Milestone Plan at Enclosure 2.

e. General Installation Access Information: Once the contractor has been awarded the contract, he must apply for installation passes for each contract personnel requiring access for more than 60 calendar days to perform work. It takes a minimum of 30 working days from the date of application to the Security Office to be issued an installation pass. This strict access requirement will require more attention for scheduling and handling pass applications and shall be considered prior to submission of contractor’s proposal.

f. General Submittal Requirements:

(1) Government approval is required for extensions of design, critical materials, deviations, O&M manuals or those involving equipment whose compatibility with the entire system must be checked, and other items as designated by the

Contracting Officer. Within the terms of the Contract Clause entitled “Specifications and Drawings for Construction,” they are considered to be “shop drawings.” The Contracting Officer’s approval of submittals shall not be construed as a complete check, but will indicate that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error, which may exist, as the contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

(2) Shop drawing submittals for Government approval are required for electrical, mechanical and LAN equipment to be installed and shall be made concurrently, and shall include layout drawings showing the equipment proposed to be furnished, including special foundations, duct work, piping and electrical conduit, superimposed on the building plans and elevation. Elevation views of the layout shall be included. The layouts shall be true to scale in both plan and elevation. The equipment shall be shown in its final position as recommended by the manufacturer and shall contain adequate dimensions to determine the location of all equipment proposed and areas required for maintenance indicated.

(3) Definitions and Examples: The examples provided below are not all-inclusive and are used only for illustration purposes.

(4) Extensions of design examples are fire alarm and sprinkler protection systems, prefabricated buildings, structural steel drawings, standing seam metal roof drawings, coordination studies such as short circuit analysis of contractor selected electrical equipment, etc.

(5) Critical materials are defined as materials, which must meet specific quality performance standards required by design parameters, the failure of which will have a major impact on the operation, maintenance, quality of life or life safety of the system. Examples of critical materials are coatings for cathodic protection of storage tanks, high-pressure piping and controls, acid and hazardous waste systems, or architectural finishes for customer approval.

(6) Deviations are any submittal by the construction contractor that varies from or are omitted from the construction contract specifications.

(7) Examples of equipment which must be checked for compatibility with existing systems or the entire new system are equipment for sewage treatment and water purification plants, energy management control systems, intrusion detection systems, power generation and distribution systems, etc.

SECTION END

Milestones Date Phase duration

Progressi ve

Design Phase

NTP/Start Design 1-Jun-18 0 Submittal Preliminary 31-Jul-18 60 60 Review 15-Aug-

15 75

Submittal Final Design and Approval Requests 29-Sep-

45 120

Review 14-Oct-

15 135

Pause

Construction Phase NTP/Start Construction 1-Nov-18 Completion of construction 1-Mar-19 120 120

TOTAL 255

Notes: 1 1 jun 18 is hypothetycal Design NTP date. In case this date changes, the plan will vary.

2 Passes for construction shall be obtained during design phase

Project ES 00272-7 Repair water system bldg. 5893, Depot

MILESTONES PLAN