ATTACHMENT A_1845225 Executable Scope.pdf

eProjects No: 1845225

Executable Scope

NSN Q-47 Demolish Fishing Pier at the

Naval Station, Norfolk, Virginia

PREPARED BY:

NAVFAC MID-ATLANTIC

Resident Officer in Charge of Construction (ROICC)

Naval Station

Norfolk, Virginia

SUBMITTED BY:

Design Manager / Structural :

Bimal Shrestha, PE

Civil: Charles Vidrine, SME

Electrical / Telecom Mark Godfrey, PE

Project Management Dean Gregory, PE

Date: November 24, 2025

APPROVED BY:

Project Management & Engineering Director: John C. Miller, P.E.

Design Director: James M. Smith, R.A.

For Commander, NAVFAC MID-ATLANTIC:

Date:

NSN Q-47 Demolish Fishing Pier Executable Scope

PWD Norfolk, Facilities Engineering and Acquisition Division Form Version 2025.05.12 Page 1 of 9 eProjects Work Order No: 1845225

Maximo SR Number:

Pier: NSN Q-47

Base: Naval Station Norfolk

Project Title: NSN Q-47 Demolish Fishing Pier

Customer:

CNIC N4 – Installation ST

Project POC Jimmy Abad jimmy.r.abad.civ@us.navy.mil 757 341-0588

Funding POC Hai Huynh hai.huynh.civ@us.navy.mil 757-341-1106

Scope By: DM / STRUCTURAL Bimal Shrestha, PE bimal.shrestha.civ@us.navy.mil 757-341-0339

Electrical / Telecom Mark Godfrey, PE joseph.m.godfrey7.civ@us.navy.mil 757-341-1861

Civil Charles Vidrine charles.e.vidrine.civ@us.navy.mil 757-341-0630

Date:

September 29, 2025

1. Points of Contact:

FEAD Contracting Officer: Natalie Augsburger natalie.g.augsburger.civ@us.navy.mil 757 341 -0555

FEAD Contracts Specialist in Charge:

TBD [E-MAIL] [Phone]

Construction Manager (CM):

TBD [E-MAIL] [Phone]

Engineering Technician (ET): TBD [E-MAIL] [Phone]

Facility Maintenance Specialist

(FMS):

Michael Lawrence michael.a.lawrence103.civ@us.navy.mil 757-341-0613

2. General Description:

Contractor must provide supervision, labor, material, and equipment required to perform all work for the following project: NSN Q-47 Demolish Fishing Pier. Refer to section 7 “Project Overview and Work Requirements” for additional information.

All work must be performed in accordance with, but not limited to the following:

Standard industry practices.

Applicable local, state, federal codes, laws, and regulations.

The Unified Facilities Criteria.

3. Location:

The work is located at Pier Q-47, Naval Station Norfolk, Virginia, approximately as indicated. The exact location will be shown by the Contracting Officer. Refer to attachment 9.1 Location map of Naval Station Norfolk – Pier Q-47 that shows aerial view of the pier that is to be demolished and the surrounding areas.

NSN Q-47 Demolish Fishing Pier Executable Scope eProjects No.: 1845225

Form Version 2024.06.27 Page 2 of 9

4. Special Scheduling Requirements / Work Procedures:

4.1 Utility Services will be in accordance with the procedures in FAR 41.202.

4.2 The work must be performed during regular Government working hours. Regular working hours must consist of an 8-1/2 hour period established by the Contracting Officer, Monday through Friday, excluding Government holidays.

4.3 Damage caused by construction operations must be repaired, patched and/or replaced to match adjacent areas to the satisfaction of the Contracting Officer at no additional cost to the Government.

4.4 Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

5. Safety:

5.1 All work must be conducted in a safe manner and must comply with all requirements of the U.S.

Army Corps of Engineers Safety Health Requirements Manual EM-385-1-1.

5.2 Contractor must submit an Accident Prevent Plan (APP), and Activity Hazard Analysis (AHA) for approval by the Contracting Officer. Submit the APP and AHA to the Contracting Officer 15 calendar days prior to the pre-performance conference for acceptance.

6. Submittals:

6.1 The Contractor must submit the following documents required for government approval, prior to the start of any construction activities:

Demolition Plan Manufacturer’s Product Data Test Reports Certificates Work Schedule Equipment List Site Plan for Construction Laydown Area Waste tracking log and Waste summary report Site restoration and Verification Report Additional submittals as required for the project

6.2 The Contractor must review and submit all required data together for the following sections:

DIV. 00: PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIV. 01: GENERAL REQUIREMENTS

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01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT

CONTRACT MANAGEMENT SYSTEM (eCMS)

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVT. SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIV. 02: EXISTING CONDITIONS

02 41 00 DEMOLITON

INCLUDING DEMO. OF CONCRETE; PRECAST PRESTRESSED STRUCTURAL

CONCRETE; PRECAST PRESTRESSED CONC. PILES

DIV. 31: EARTHWORK

31 00 00 EARTHWORK

DIV. 32: EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

7. Project Overview and Work Requirements:

7.1 Project Overview:

a. The NSN Q-47 Fishing Pier is part of the Morale Welfare and Recreation (MWR) program of Naval Station Norfolk, which is originally constructed in July 1997. Double tee precast concrete slab near approach section of the pier has collapsed and is permanently closed to the public. The pier has continued to erode from weather and storms exposing underlying conditions. The pier is 317 ft 6 in (+/-) long extending to the north from the shoreline.

Approach portion is 276 ft (+/-) long by 10 ft wide. Main pier head is 40 ft (+/-) long by 40 ft (+/-) wide that includes canopy gazebo of 19 ft 6 in x19 ft 6 in area. This project outlines the requirements for the complete demolition of the fishing pier and the removal of the existing reinforced concrete pier superstructure, substructure, piles, associated utilities, and restoration of the project site in accordance with contract specifications, applicable Navy regulations, and federal, state and local requirements.

7.2 Demolition – Work Requirements

Structural Demolition:

Form Version 2024.06.27 Page 4 of 9

a. Superstructure: Demolish utility supports, appurtenances, pier head canopy structure, railings, and precast double tees pier decking using mechanical or hydro-demolition methods.

Demolish (6) electricity concrete poles and their foundations.

b. Substructure: Demolish beams, pile caps, and bents of pier structure. Demolish all hardware and embedded fixtures.

c. Piles: Demolish (18) 16” (+/-) square precast concrete piles. Cut concrete piles to a minimum of 2 feet below mudline to eliminate hazard.

d. Comply with the project’s Environmental Protection Plan (Per specs section 01 57 19).

Prevent debris from entering waterways. Immediate removal required for any materials that enter water.

e. Ensure all utility lines (Electrical, Potable water etc.) to the pier head are disconnected from the source.

f. Demolish entire water line up to the source.

g. Demolish Informational Shelter.

Electrical Demolition:

a. Demolish (2) 1-1/2” conduits and associated conductors from existing panel to connection on pier (approximately 10’- 0”).

b. Turning off (4) 20/1, (1) 20/2, and (1) 60/2 breakers in existing panel and mark as “SPARE”.

7.3 Site Restoration

a. Grade and backfill disturbed areas and piled voids with clean fill.

b. Re-grade and stabilize impacted shoreline to match adjacent existing standard and condition.

7.4 The Contractor must dispose of all existing demolished / removed material off base and must completely clean up the job site daily at the end of each workday.

8. Reference Drawings:

The following reference drawings are intended only to show the original construction. Drawings are the property of the Government and must not be used for any purpose other than that intended by the contract. The drawings are in electronic PDF format. Information on procuring these electronic PDF drawings may be obtained from the Contracting Officer.

a. Q – Area Fishing Pier Drawings (PWC DWGs. No. 15499 A to L)

b. Waterfront Facilities Inspections & Assessments at NSN (CR-NAVFAC EXWC-CIOFP-1412)

Report

Form Version 2024.06.27 Page 5 of 9

c. Bathymetric Condition Survey – March 2025.

9. Attachments:

9.1 Location map of Naval Station Norfolk – Building .

9.2 Overall Fishing Pier Plan

9.3 Project Photographs

Photo # 1: View of the Q47 Pier looking northeast

Photo # 2: View of the Q47 Pier looking northwest

Photo # 3: View of the Q47 Information Shelter

Photo # 4: Severely damaged Precast Concrete Double Tee Structural component at first span location

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9.1 Location map of Naval Station Norfolk – Building Q-47 (Fishing Pier)

LOCATION MAP

NOT TO SCALE

Electrical Panel

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Figure 1 Overall Pier Plan and Profile (NTS)

9.2 Overall Fishing Pier Plan

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9.3 Project Photographs:

Photo # 1 View of the Q47 Pier looking northeast

Photo # 2 View of the Q47 looking northwest

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Damaged DT Slab view looking northeast

Photo # 3 View of the Q47 Information Shelter

Photo # 4

Severely Damaged Precast Concrete Double Tee Structural component at first span location

Damaged DT slab view looking northwest

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2026-01-15T12:56:37-0500