ATTACHMENT L - 1745518_DESIGN REVISION 1_COVER SHEET.pdf

PWD Norfolk, Facilities Engineering and Acquisition Division Form Version 2023.11.07 Page 1 of 6

Design Revision .1 eProjects Work Order Number: 1745518

Construction Contract Number:

Building: LAG-105

Project Title: Replace H Substation

Date: 8 July 2024

Design Revision Purpose

1. Response to construction office, peer review and UEM comments.

Drawing Revisions

The following drawings, dated 6/24/2024, are added to the list of drawings and accompany this Design Revision:

SHEET NO.

NAVFAC DRAWING NO. SHEET TITLE NO. SHEET

ELECTRICAL

42 EP602 12,910,504 PARTIAL ONE-LINE DIAGRAM

The following drawings are revised as of 6/24/2024, and accompany this Design Revision:

SHEET NO. NAVFAC DRAWING

NO. SHEET TITLE NO. SHEET

GENERAL

1 G-001 12,910,463 COVER SHEET

2 G-002 12,910,464 LIST OF SHEETS

CIVIL

3 C-001 12.910, 465 CIVIL SYMBOLS, LINE TYPES & ABBREVIATIONS

4 C-101 12,910,466 CIVIL SITE PLAN – STA 0+66.33 TO STA 10+50

5 C-102 12,910,467 CIVIL SITE PLAN – STA 10+50 TO STA 20+00

6 C-103 12,910,468 CIVIL SITE PLAN – STA 20+00 TO STA 27+10

7 C-104 12,910,469 CIVIL SITE PLAN – STA 50+00 TO STA 55+50

8 C-105 12,910,470 CIVIL SITE PLAN –STA 55+50 TO STA 59+00

9 C-106 12,910,471 CIVIL SITE PLAN – STA 59+00 TO STA 63+40.42

10 C-501 12,910,472 CIVIL DETAILS

11 C-502 12,910,473 TYPICAL FENCE DETAIL

12 C-503 12,910,474 TYPICAL GATE DETAILS

STRUCTURAL

13 S-001 12,910,475

14 S-101 12,910,476 OVERALL EQUIPMENT PLAN

15 S-102 12,910,477 OVERALL FOUNDATION AND SLAB PLAN

16 S-301 12,910,478 STRUCTUAL SECTIONS

17 S-501 12,910,479 STRUCTUAL DETAILS

18 S-502 12,910, 480 STRUCTUAL DETAIL

ELECTRICAL

19 ES001 12,910,481 LEGEND, ABBREVIATIONS, GENERAL NOTES & SEQUENCE OF WORK

20 ES101 12,910,482 ELEC SITE PLAN – STA 0+66.33 TO SAT 10+50

21 ES102 12,910,483 ELEC SITE PLAN – STA 10+50 TO STA 20+00

Form Version 2023.11.07 Page 2 of 6

22 ES103 12,910,484 ELEC SITE PLAN – STA 20+00 TO STA 27+10

23 ES104 12,910,485 ELEC SITE PLAN – STA 50+00 TO STA 55+50

24 ES105 12,910,486 ELEC SITE PLAN – STA 55+50 TO 59+00

25 ES106 12,910,487 ELEC SITE PLAN – STA 59+00 TO STA 63+40.42

26 ES401 12,910,488 ENLARGED LAG-105 PLAN - DEMOLITION

27 ES402 12,910,489 ENLARGED LAG-105 PLAN

28 ES501 12,910,490 MANHOLE LAYDOWNS - DEMOLITION

29 ES502 12,910,491 MANHOLE LAYDOWNS – DEMOLITION

30 ES503 12,910,492 MANHOLE LAYDOWNS – DEMOLITION

31 ES504 12,910,493 MANHOLE LAYDOWNS - DEMOLITION

32 ES505 12,910,494 MANHOLE LAYDOWNS – DEMOLITION

33 ES506 12,910,495 MANHOLE LAYDOWNS

34 ES507 12,910,496 MANHOLE LAYDOWNS

35 ES508 12,910,497 MANHOLE LAYDOWNS

36 ES509 12,910,498 MANHOLE LAYDOWNS

37 ES510 12,910,499 MANHOLE LAYDOWNS

38 ES511 12,910,500 ELECTRICAL SITE DETAILS

39 ES512 12,910,501 ELECTRICAL SITE DETAILS & FEEDER SCHEDU

41 ES601 12,910,503 ONE-LINE DIAGRAM - DEMOLITION

Specification Revisions

PROJECT TABLE OF CONTENTS

Section 01 33 00, SUBMITTALS is hereby deleted in its entirety.

Section 01 33 00.01, SUBMITTALS is added to the Project Table of Contents and accompanies this design revision.

Section 01 35 26, GOVERNMENTAL SECURITY REQUIREMENTS is hereby deleted in its entirety.

Section 01 35 26.01, GOVERNMENTAL SECURITY REQUIREMENTS is added to the Project Table of Contents and accompanies this design revision.

Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS is added to the Project Table of Contents and accompanies this design revision.

Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL is added to the Project Table of Contents and accompanies this design revision.

Section 02 41 00, DEMOLITION is added to the Project Table of Contents and accompanies this design revision.

Section 02 82 00, ASBESTOS REMEDIATION is added to the Project Table of Contents and accompanies this design revision.

Section 02 83 00, LEAD REMEDIATION is added to the Project Table of Contents and accompanies this design revision.

Section 03 30 00, CAST-IN-PLACE CONCRETE is hereby deleted in its entirety.

Section 03 30 00.01, CAST-IN-PLACE CONCRETE is added to the Project Table of Contents and accompanies this design revision.

Section 26 08 00, APPARATUS INSPECTION AND TESTING is hereby deleted in its entirety.

Section 26 08 00.01, APPARATUS INSPECTION AND TESTING is added to the Project Table of Contents and accompanies this design revision.

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Section 26 12 19.10, THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS is hereby deleted in its entirety.

Section 26 12 19, PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS is added to the Project Table of Contents and accompanies this design revision.

Section 26 13 00, SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD MOUNTED SWITCHGEAR is hereby deleted in its entirety.

Section 26 13 00.01, SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD MOUNTED SWITCHGEAR is added to the Project Table of Contents and accompanies this design revision.

Section 26 12 21, SINGLE-PHASE PAD-MOUNTED TRANSFORMERS is hereby deleted in its entirety.

Section 26 12 21.01, SINGLE-PHASE PAD-MOUNTED TRANSFORMERS is added to the Project Table of Contents and accompanies this design revision.

Section 26 27 14.00 20, ELECTRICITY METERING is hereby deleted in its entirety.

Section 26 27 14.00 21, ELECTRICITY METERING is added to the Project Table of Contents and accompanies this design revision.

Section 32 31 13, CHAIN LINK FENCES AND GATES is added to the Project Table of Contents and accompanies this design revision.

Section 33 71 02, UNDERGROUND ELECTRICAL DISTRIBUTION is hereby deleted in its entirety.

Section 33 71 02.01, UNDERGROUND ELECTRICAL DISTRIBUTION is added to the Project Table of Contents and accompanies this design revision.

The following specifications are revised as of Click or tap to enter a date. and accompany this Design Revision:

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 – SUMMARY OF WORK

1.2.1 PROJECT DESCRIPTION: Change the paragraph to read as follows:

“The work includes demolition substation H (LAG-105) which consists of a 6250kVA, 11.5kV-4.16kV unit substation, with primary and secondary switchgear; the removal of two medium voltage cable circuits (one circuit is lead covered) from manholes and manholes contain asbestos fireproofing. The installation of ductbank from two existing manholes to concrete equipment pads; one on pad located inside the NB substation (A-104), the installation of one (1) 15kV 4-way SF6 pad-mounted switch (2-switched ways and 2-VFI ways); and on the other pad, the installation of one (1) 15kV 4-way SF6 pad-mounted switch (2-switched ways and 2-VFI ways), a 2500kVA, 11.5kV-4.16kV, 3-phase, 4-wire pad-mounted transformer,

(1) 15kV 5-way SF6 pad mounted switch (1-switched way and 4-VFIs ways and each VFI ways must have overcurrent protection relays) and a 15kVA, 11.5kV-120/240V, 1-phase, 3-wire pad-mounted control transformer and incidental related work.”

1.4 LOCATION OF UNDERGROUND UTILITIES: Add the following paragraph:

“Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark

Form Version 2023.11.07 Page 4 of 6 the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made."

01 14 00 – WORK RESTRICTIONS

1.3 SPECIAL SCHEDULIG REQUIREMENTS: Change the paragraph to read as follows:

“The work under this contract requires special attention to the scheduling and conduct of work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) 15kV 4-way and 5-way SF6 pad-mounted switches

(2) 2500kVA and 15kVA pad-mounted transformers

(3) 500kcmil and #4/0 MV-105, 133% insulation, EPR 15kV cables

b. The LAG-105 (H substation) will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. 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.

1.3.3 WORK OUTSIDE REGULAR HOURS: Change the paragraph to read as follows:

“Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.”

01 20 00 – PRICE AND PAYMENT PROCEDURES

1.5.1 CONTENT OF INVOICE: Change the paragraph to read as follows:

“b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, on NAVFAC Contracts when a Monthly Estimate for Voucher is required.”

1.6.2 PAYMENT FOR ONSITE AND OFFSITE MATERIALS: Change the paragraph to read as follows:

“Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this Contract. Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.”

Form Version 2023.11.07 Page 5 of 6

01 30 00 – ADMINISTRATIVE REQUIREMENTS

1.1 REFERENCES: Change reference to read as follows:

“EM 385-1-1 (2024) Safety – Safety and Health Requirements Manual

1.4 PRECONSTRUCTION MEETING: Change second sentence in paragraph to read as follows:

“The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site.”

1.6 PARTNERING: Change last sentence in paragraph to read as follows:

“Key Personnel from the supported command, end user, NAVFAC, PWD, FEAD/ROICC, NAVFAC UEM, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.”

01 45 00.10 20 – QUALITY CONTROL FOR MINOR CONSTRUCTION

1.1 REFERENCES: Change reference to read as follows:

EM 385-1-1 (2024) Safety – Safety and Health Requirements Manual

01 50 00 – TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

1.1 REFERENCES: Change references to read as follows:

“EM 385-1-1 (2024) Safety – Safety and Health Requirements Manual”

“NFPA (2023; ERTA 7 2023; TIA 23-15) National Electrical Code”

1.2 SUBMITTALS: Add the following under SD-01 Preconstruction Submittals:

“Haul Road Plan; G”

2.1.2 PROJECT IDENTIFICATION SIGNS: Change paragraph to read as follows:

“The requirements for the signs, their content, and location are as indicated and as specified in Section 01 58 00 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed.

Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.”

2.2.1 HAUL ROADS: Change paragraph to read as follows:

“Construct access and haul roads necessary for proper prosecution of the work under this Contract in accordance with EM 385-1-1 Section 04. Construct with suitable grades and widths; avoid sharp curves, blind corners, and dangerous cross traffic. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and haul roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.”

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01 78 00 – CLOSEOUT SUBMITTALS

1.2 SUBMITTALS: Add the following:

SD-08 Manufacturer's Instructions

Posted Instructions

01 78 23 – OPERATION AND MAINTENANCE DATA

1.1 REFERENCES: Change reference to read as follows:

FC 1-300-09N (2014; with Change 6, 2021) Navy and Marine Corps Design

1.6.2.1 GENERAL FACILITY AND SYSTEMS DESCRIPTIONS: Change the first paragraph to read as follows:

“Provide an overview of the intent for design and use of the facility. Provide a PDF of the Record Drawings prepared in accordance with 01 78 00 CLOSEOUT SUBMITTALS and bookmarked using the sheet title and sheet number. Include uncluttered 11 by 17 inches floor plans with room numbers, type or function of space, and overall facility dimensions on the floor plans. Do not include items such as construction instructions, references, or frame numbers.”

1.6.6 REPAIR PROCEDURES: Add the following subparagraph to read as follows:

“Record Drawings and Utility Systems

The record drawings are the final compilation of actual conditions reflected in the as-built drawings.

Provide record drawings as outlined in 01 78 00 CLOSEOUT SUBMITTALS.

Using Record Source Drawings, show and document details of the actual installation of the utility systems, annotate and highlight the Operation and Maintenance information. Provide the following drawings at a large enough scale to differentiate designated isolation units from surrounding valves and switches.”

3.1.7 QUALITY CONTROL COORDINATION: Change paragraph to read as follows:

“Coordinate this training with the QC in accordance with Section 01 45 00.10 20 QUALITY CONTROL

FOR MINOR CONSTRUCTION.”