B08_RFQ_Atch1_ScopeofWork_Install fire suppression in bays Bldg. 3041.pdf

DEPARTMENT OF THE ARMY

UNITED STATES ARMY GARRISON ITALY - DARBY MILITARY COMMUNITY

PUBLIC WORKS OFFICE

APO AE 09613

PROJECT

VA1 00237-1P

Install fire suppression system in bays

BLDG 3041

AMMUNITION STORAGE AREA (ASA)

STATEMENT OF WORK

Consisting of 15 pages

Prepared by: ________________________________ _________________

GIANLUCA LUCETTI, P.E.

DMC Chief Engineering Division

Date

Approved by: ________________________________ _________________

MARIA LOPEZ, PE

DMC Public Works Manager

Date

LUCETTI.GIANLUC

A.1466348151

Digitally signed by

LUCETTI.GIANLUCA.1466348151

Date: 2022.02.01 09:33:20 +01'00'

LOPEZ.MARIA.12321

60418

Digitally signed by

LOPEZ.MARIA.1232160418

Date: 2022.02.04 10:21:39 +01'00'

INDEX

1. PROJECT DATA

1.1. Project Number and Title

1.2. Basic Project and Options

1.3. Project Phases

2. SCOPE OF WORK

2.1. Summary of the scope of work

2.2. Existing conditions

2.3. Required works – Architectural

2.4. Required works – Fire Suppression systems

2.5. Required works – Fire Detection / Alarm System

2.6. Required works – Additional works for code compliance

3. DESIGN REQUIREMENTS

3.1. Designer requirements and qualifications

3.2. Applicable codes

3.3. Reference documents

3.4. Site investigation

3.5. Design contents

3.6. Design submittals

3.7. Certification of Compliance with Italian norms

3.8. Contractor Statement of design acceptance

3.9. Design review meetings and Government review comments

3.10. Materials disposal

3.11. Safety and Coordination Plan

4. CONSTRUCTION REQUIREMENTS

4.1. General requirements

4.2. Safety

4.3. Interferences with occupants activities or facility operations

4.4. Emergency situations

4.5. Project identification sign

4.6. Final cleaning

4.7. Documents to be provided at the completion of the works

5. WORKS SCHEDULE

5.1. Contract performance period

5.2. Phase I (Design) Management

5.3. Phase II (Construction) Management

5.4. Notice To Proceed

5.5. Installation access

5.6. Milestones Plan

1. PROJECT DATA

1.1. Project Number and Title

VA1 – 00237-1P ”Install fire suppression system in Bays, Bldg. 3041, Ammunition Storage Area”

1.2. Basic Project and Options

The project consists of one basic project only. No optional work is included.

1.3. Project Phases

The project is composed by two phases:

- Phase 1 - Design Phase: the work in this phase consists of designing the details, providing calculations and whatever necessary to define in scale all parts of work required to fulfill the scope of work.

- Phase 2 - Construction Phase: provide construction of all features of the project as designed in phase 1, in accordance with proposed and approved design and progress plan.

Construction will start upon final approval of design, and will last as per the reported works schedule.

- Phase 3 – testing and commissioning: test all systems and provide the final documentation and certifications

2. SCOPE OF WORK

2.1. Summary of the scope of work

The scope of work consists in extending the existing sprinkler system in the two bays of building 3041 in accordance with UFC 3-600-01 and DA PAM 385-64. Additional localized special automatic fire suppression system possibly required (e.g. ultra high speed deluge systems) are not part of this scope of work.

Bldg. 3041 is a facility used for inspecting and testing ammunition/munitions. Material processed are Class V with and all classes of chemical, to include “apply no water”. Bays are explosive sited for up to 11,818 pounds of net explosive weight.

In the bays there are no critical electronic process control equipment required for continued safe operation and/or safe shutdown of hazardous operations.

2.2. Existing conditions

The office area of the building is protected by a sprinkler system, while the two bays used for inspecting and testing ammunition are not. The bays are separated from the office area and between them with blast/fire resistant walls.

The existing sprinkler system of the office area is wet type, designed in accordance with NFPA13.

The wet valve is located into the technical room. The existing sprinkler system inside the building is not required to be modified, while the existing wet pipe valve and associated components, sectional valve, fire department connection, post indicator valve and the external hydrant will be replaced. The new hydrant shall be equipped with sectional valve into a manhole.

The system is supplied by the Depot fire pump stations, designed in accordance with NFPA24 and UFC 3-600-01. The water reserve consist of two fire-fighting tanks, one of 1000 and one of 2000 m3. The fire pumps have a flow rate of 2500 gpm , with a minimum pressure of 4 bar at the buildings post indicator valve.

The pipe that supply the building is DN180, in PEhd PN16.

In one of the two bays a hoist (currently out of order) is present, which constitutes an encumbrance for laying the pipes at ceiling and therefore it will have to be removed.

2.3. Required works – Architectural

Remove and dispose the existing hoist currently present in one bay.

Restore masonry consequent to crossings of existing and new systems through the walls between the two bays and between the bays and the offices; both crossings and above mentioned walls will be fire rated certified by the Fire engineer using standard Italian VVF templates.

2.4. Required works – Fire Suppression systems

Complete automatic sprinkler protection shall be provided for the two bays. The system must be capable of preventing propagation between bays and preventing significant injury to employees.

Sprinkler system shall be wet type, designed in accordance with UFC 3-600-01, NFPA13, PAM 385-64 and the applicable service explosives safety regulation. In case of conflict the most specific and stringent criteria will apply. In the absence of specific guidance in the above regulations, follow the applicable requirement of the IBC for group H occupancies, including applicable portions of IBC chapter titled “Special Detailed Requirement Based on Occupancy and Use”, section titled “Hazardous Materials”, and section titled “Group H-1, H-2, H-3, H-4 and H-5”.

The sprinkler systems of the bays shall be supplied by a dedicated pipe, branched from main pipe into the technical room, that shall be modified accordingly to the needs of the new sprinkler system.

Contractor is required to measure the actual pressure and flow (flow test) available at the building before starting the design phase. The existing post indicator valve and the hydrant of the building shall be replaced. The PIV and the hydrant will be of the same type as those recently installed in the Ammunition Storage Area, brand Bocciolone/AVR. The new hydrant shall be equipped with sectional valve into the manhole. New protection bollards shall be installed for both equipment.

A new wet valve shall be installed into the mechanical room, including all accessories, such as the retard chamber, flow switch, etc. The fire department connection shall be equipped with overpressure valve; the hydraulic acoustical alarm (gong) shall be removed. A new valve with tamper switch shall be installed on the pipe that supplies the office area and a new valve with tamper switch shall be installed on the pipe on the branch that supplies the bays. Both valve shall be padlocked.

All valves on water lines between the water main and the sprinkler systems will be supervised to ensure the valves are not accidentally closed.

Sprinkler system shall be protected from movement in accordance with NFPA13 for protection of piping where subject to earthquakes, regardless of seismic design category. Where the applicable standard does not address seismic protection, NFPA13 or ASCE 7 methodology must be followed.

Contractor must use a minimum seismic coefficient (CP) of 0.5.

At the end of the works the contractor fire engineer will test all systems and provide the final documentation and certifications, digitally signed. Standard forms according to NFPA regulations and Italian DM151/2011 shall be used. Sprinkler systems shall be tested per the criteria of UFC 3- 600-02 and PAM 385-64.

Hooks and signs for the fire extinguishers will be installed where necessary in accordance with the regulations. Fire extinguishers will be provided by the government.

2.5. Required works – Fire Detection / Alarm System

An existing Fire Detection and Alarm System is currently present in the building; the existing Fire Alarm Control Panel (FACP) is Notifier AF200, located in the administrative area. FACP shall be programmed to transmit the following alarm to Fire Department through telephone dialers:

- Existing fire detection activation.

- New wet valve activation.

- New PIV closure.

- Closure of the new valve feeding the sprinkler system of admin area

- Closure of the new valve feeding the sprinkler system of bays area

- FACP fault

Install a new 4 channels telephone dialer in addition to the existing one to include all the messages required; include all the modules necessary to connect the additional dialer to the existing FACP.

Install a new acoustical alarm activated by the sprinkler system (replacing the hydraulic gong):

connect the new alarm to the existing fire alarm loop.

Install new cables, conduits, boxes and interface modules as necessary.

Update settings of the FACP as necessary.

2.6. Required works – Additional works for code compliance

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

In case Italian and US/Military codes or standards provide different requirements, the strictest requirements shall be applied. To be noted that in case there is conflict between a mandatory Code requirement and one or more work called for in the Scope, the Code requirement takes precedence.

3. DESIGN REQUIREMENTS

3.1. Designer requirements and qualifications

Designer is required to be a Professional Engineer enrolled in the professional Order of Engineers section A (5 years degree) in the sector pertaining the scope of the work.

Designer is required to be enrolled in the lists of the Italian Ministry of Interior as per art. 16 of the legislative decree 8 March 2006 n. 139, as per the requirements specified in the Decree 5 August 2011.

Design team shall include also an engineer with proved skill and knowledge of the NFPA and UFC 3-600-01 codes obtained after at least 5 years of direct and documented experience in the design of systems in compliance with NFPA (he/she can be the same engineer enrolled in the lists of the Italian Interior Department, if qualified for both).

3.2. Applicable codes

Design will be in compliance with all applicable Italian and US and Military Codes, in particular:

- D.M. Infrastrutture 7 Gennaio 2018, Aggiornamento Norme Tecniche per le Costruzioni

- Circolare 21 Gennaio 2019 n. 7/C.S.LL.PP. (Istruzioni per l’Applicazione dell’Aggiornamento delle Norme Tecniche)

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

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

- D. Lgs. 81, 9 Aprile 2008, e succ. mod. e integr.

- DM 37/08

- Ente Unificazione Italiana (UNI), various standards, in particular:

o UNI 9795 “Sistemi fissi automatici di rivelazione e di segnalazione allarme d'incendio - Progettazione, installazione ed esercizio”

- All applicable Italian Laws

- All applicable Italian CEI and European CEI EN norms

- All applicable NFPA Codes, in particular o NFPA 72 “National Fire Alarm and Signaling code” o NFPA 101 “ Life Safety Code” o NFPA 1 “Fire Code” o NFPA 13 “Standard for the Installation of Sprinkler Systems” o NFPA15

- All Applicable Unified Facilities Criteria (UFC) and Unified Facilities Guide Specifications (UFGS) documents available on the Internet at http://www.wbdg.org, in particular:

o UFC 1-200-01, DoD Building Code o UFC 3-600-01, Fire Protection Engineering for Facilities o UFC 3-600-02 Fire protection systems, inspection, testing and maintenance o UFC 4-010-01, Design: DOD Minimum Antiterrorism Standards for Buildings o AR 385-10 o AR 420-1 o DA PAM 385-64 o DESR 6055-09_AFMAN 91-201 o DM 151/2011 Italian Fire Code

- Factory Mutual System (FM) Publication,

- Underwriters Laboratories, Inc. (UL) P. Fire Protection Equipment List.

- 2nd Theater Signal Brigade – Implementing Inside and Outside Plant (CDS/ICDS) Cabling

Distribution Systems within USAREUR

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

Technical Guide for Installation Information Infrastructure Architecture

3.3. Reference documents

The following reference material is provided with the purpose of showing the consistency of the area where the work is planned and sharing the available information. With reference to the drawings there is however the possibility that some discrepancies exist between what depicted and the actual existing conditions. The documents are provided in .pdf or .tif format and will not be available in CAD format unless otherwise specified:

- Sheet F1- pipes outdoor (available also in CAD format)

- Sheet F2 - sprinkler system (available in CAD format)

- Sheet EP101B- HVAC system (available in CAD format)

- Sheet E7 – as built fire alarm system (available in CAD format)

3.4. Site investigation

Designer is required to perform site investigations and measurements in order to ascertain the actual local conditions and extent of required work.

Designer is then required to prepare as-built drawings of the existing area to be used for design, based on the documents which will be provided by the Government and on the performed site investigations and measurements.

3.5. Design contents

Design shall be composed by the following documents as minimum:

1) DESIGN DRAWINGS

Design Drawings shall be on ISO A1 sheets and must contain the following, as minimum:

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

- Existing/Demolition plans;

- Future conditions plans;

- Sections/Details in the number and quantity to make the work description clear and the project fully constructible;

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.

Include a plan showing the overlapping layout of all fixtures installed on false ceilings or ceilings, if applicable. Include sections showing all distribution systems location over the false ceiling or at the ceiling.

Design drawings shall comply with the US Army Corps of Engineers “A/E/C Computer-Aided Design (CAD) Standard” (free download in https://www.wbdg.org/ffc/army-coe/cad-bim-technology-center)

2) BASIS OF DESIGN

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 applicable norms and laws (US, Military and Italian); designer is required to perform a comparison between the applicable codes/laws, clearly identifying the most stringent requirements, that will be applied. In case of conflict, if it is not possible to comply with both Italian and US codes, Italian codes take precedence.

3) DESIGN ANALYSIS

Detailed calculation of all the systems, structures and all other elements involved in the project, with reference to applied codes requirements listed in the basis of design. Calculation can be submitted in Italian only.

4) TECHNICAL SPECIFICATION

Technical Specifications are furnished to the Contractor to be used as the basis to prepare the design technical specification. Technical Specifications provided by the Government contain the minimum requirements for the project and Designer will be able to modify/expand/integrate the TS as applicable only upon authorization of the Design COR. Integrations will be however mandatory for sections which are not covered in what provided by the Government. Designer shall highlight the proposed modification/integration in order to allow the Government to easily identify and evaluate what submitted. Sections Ia, Ib, and Enclosure of Technical Specification are ruling for what attains construction management, quality control, anti-terrorism, physical security requirements and are not allowed to be modified by Contractor. Technical Specification shall be submitted in English only.

3.6. Design submittals

1) PREFINAL DESIGN SUBMITTAL (90% DESIGN COMPLETION).

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

ELEMENT QUANTITY

a. Print copies of drawings (drawings must be ISO A1 but print copies can be ISO A3) 2 double language copies (English and Italian)

b. Print copies of technical specifications 2 copies in English

c. Print copies of Basis of Design / Design Analysis 2 copies in English +

2 copies in Italian

d. CD containing PDF copy of the documents listed above

2 CDs

2) FINAL DESIGN SUBMITTAL (100% DESIGN COMPLETION).

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

ELEMENT QUANTITY

a. Print copy of ISO A1 drawings signed and stamped by a professional engineer 1 double language copy (English and Italian)

b. Print copy of technical specifications signed and stamped by a professional engineer.

1 copy in English

c. Print copy of certification of compliance with Italian norms (English and Italian) signed and stamped by a professional engineer.

1 double language copy (English and Italian)

d. Print copy of Contractor statement signed by a technically qualified representative of the construction contractor.

1 double language copy (English and Italian)

e. Compact disk, rewritable, containing:

1. The entire technical specifications (English) in

Microsoft Word .DOC or .DOCX format.

2. The entire technical specifications (English) in PDF format (compatible with Adobe Acrobat Reader).

3. All project drawings (English and Italian) in DWG format (compatible with Autocad Software)

4. All project drawings (English and Italian) in PDF format.

1 CD

5. Final Basis of design / Design analysis (English and Italian) in PDF format.

6. Scans of Certification of Compliance and Contractor statement, signed, in PDF format.

f. Compact disk, rewritable, containing:

1. The entire technical specifications (English) digitally signed by a professional engineer in PAdES format.

2. All project drawings (English and Italian) digitally signed by a professional engineer in PAdES format.

3. Final Basis of design / Design analysis (English and

Italian) digitally signed by a professional engineer in PAdES format.

4. Certification of Compliance with Italian norms (English and Italian) digitally signed by a professional engineer in PAdES format.

1 CD

Documents at points a., b., f. above will be delivered after the contents of point e. have been checked and approved, and will incorporate any further comment or discovered deficiency.

3.7. Certification of Compliance with Italian norms

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

“Having reviewed the definitive and detailed project No. VA1 00237-1P, pertaining to “Install fire suppression system in bays Building 3041, ASA, Livorno, Italy”, I declare that I have ascertained that the structures and technological system included therein comply with the applicable Italian norms.

DATE SIGNATURE

Esaminato il progetto definitivo e dettagliato No. VA1 00237-1P, relativo a “Installazione impianto di spegnimento nelle bays del Fabbricato 3041, ASA, Livorno Italia”, dichiaro di aver accertato che strutture ed impianti tecnologici in esso contenuti rispondono alla vigente normativa italiana.

DATA FIRMA

3.8. Contractor Statement of design acceptance

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 VA1 00237-1P “Install fire suppression system in bays Building 3041, ASA, Livorno, Italy”, 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.”

DATE SIGNATURE

3.9. Design review meetings and Government review comments

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

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

3.10. Materials disposal

Verify and prepare documentation for special material disposal per current Italian regulation, if the case occurs. In designing and planning construction and/or demolition activities, waste produced will be identified and waste removal opportunities will be evaluated. The designer shall identify all reusable materials to be turned in and materials to be disposed off in landfill or to be delivered to recycling plant.

Prepare documentation for hazardous material handling and disposal, for ASL approval, if that kind of material is planned to be removed. To be noted that Asbestos Containing Material is not expected to be required to be demolished under this project.

3.11. Safety and Coordination Plan

The Government will award a separate contract for Safety Coordination in the Design Phase.

The project is performed assuming the possible presence of more than one firm, also not at the same time, on the work place, as per paragraphs 3 and 4 of art. 90 of Legislative Decree 81/2008.

A preliminary “Piano di Sicurezza e Coordinamento” (safety and coordination plan) is included in the contract documentation. The final “Piano di Sicurezza e Coordinamento” (safety and coordination plan) shall be prepared by the “Coordinatore per la Sicurezza in Fase di Progettazione” (safety coordinator during design) after the approval of the final project.

4. CONSTRUCTION REQUIREMENTS

4.1. General requirements

For general requirements, including in particular the mandatory antiterrorism trainings to be performed, see section Ia “General Requirements” of technical specification.

4.2. Safety

The Government will award a separate contract for Safety Coordination in the Construction phase.

The project is performed assuming the possible presence of more than one firm, also not at the same time, on the work place, as per paragraphs 3 and 4 of art. 90 of Legislative Decree 81/2008.

The Contractor shall provide his/her own “Piano Operativo di Sicurezza” (operational safety plan) to the Safety Coordinator during Construction considering the prescriptions of the Safety and coordination Plan and shall comply with the requirements of Legislative Decree 81/2008 in all applicable parts.

4.3. Interferences with occupants activities or facility operations Building is currently unoccupied but could be occupied during construction works. Contractor is required to submit a plan before starting the construction phase clearly indicating all the work activities involving utilities interruptions (like for example power outages or water supply interruption) and impacting on space usability, including the proposed measures to minimize the such periods. Contractor will reduce at minimum the utilities interruptions (water, electricity etc.), coordinating the service interruptions with the COR at least 10 days in advance.

4.4. 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.

4.5. 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.

4.6. Final cleaning

At the completion of the construction works Contractor is required to provide an accurate cleaning of the areas involved by the construction works.

4.7. Documents to be provided at the completion of the works

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

ELEMENT QUANTITY AND FORMAT

a. Statement of Conformity

(Dichiarazione di conformita’) of each utility system, according to Italian D.M. 37/08 requirements;

1 paper copy + 1 electronic copy in PDF format created by scanning the original document, stamped and signed, attachments included.

b. Instruction manuals of each system or equipment.

1 paper copy + 1 electronic copy in PDF format created by scanning the original document

c. Certification of each item / element / equipment installed.

1 paper copy + 1 electronic copy in PDF format created by scanning the original document

d. Test reports. 1 paper copy + 1 electronic copy in PDF format created by scanning the original document

e. As built drawings. 1 electronic copy in CAD format (.dwg files) and in PDF format digitally stamped and signed in PAdES

f. DD Form 1354 (latest version) completely filled.

1 electronic copy in PDF format

g. All the other documents required in the Technical Specification.

1 electronic copy in PDF format

In addition to the drawings pertaining the works performed within the project, the as built drawings shall include a new condition plan of the facility, in scale, showing only all the quotes of all the rooms, without any additional information.

In order to properly fill the DD Form 1354 the Contractor is required to interface with COR and the Government Real Property Office for the correct compilation of the Form.

All the electronic copies of the above documents must be delivered in a CD-ROM properly labeled.

Label shall include the following information:

- Number and title of the project

- Type and date of each document

5. WORKS SCHEDULE

5.1. Contract performance period

The contract performance period for the entire contract (Phase 1 plus Phase 2) is as follows:

- Design Phase: 90 calendar days (including days taken by the Government to review design submittals);

- Construction Phase: 90 calendar days.

Individual Notices to Proceed will be released for each of the two phases.

5.2. Phase I (Design) Management

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

5.3. Phase II (Construction) Management

This phase will be controlled by the COR from the DPW, Engineering Services, Construction Branch, in accordance with documents approved in Phase 1. Normally, construction can begin once 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.

5.4. Notice To Proceed

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.

5.5. Installation access

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.

5.6. Milestones Plan

Project phasing will be in accordance with the Milestones Plan. Overall number of Calendar Days allowed will be in accordance with paragraph 7.1.

Milestones Phase duration

Progressive Date

Design Phase NTP/Start Design 0 1-Jul-22 Submittal Prefinal Design 45 45 15-Aug-22 Comments 15 60 30-Aug-22 Submittal Final Design and Approval Requests 15 75 14-Sep-22 Comments and final corrections 15 90 29-Sep-22

Construction Phase NTP/Start Construction 14-Oct-22 Completion of construction 90 90 12-Jan-23

Notes:

- Design NTP date is hypothetical. In case this date changes, the plan will vary.

- Passes for construction shall be obtained during design phase