Solicitation Amendment W912P826BA0820002 SF 30 9.18.26.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

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

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): The purpose of Amendment No. 0002 is to make the following changes to the solicitation:

1. Provide responses to all bidder inquiries received through ProjNet.

2. Revise the period of performance from 270 calendar days to 150 calendar days.

3. Incorporate revised specifications.

4. Incorporate revised drawings.

5. The deadline for receipt of bids remains unchanged at Wednesday, 23 September 2026 at 10:00AM, Local/Central Time.

***Bidders shall acknowledge receipt of this amendment and include the amendment with their bid package***

All other terms and conditions remain unchanged.

Section 01 00 00 - General Requirements

The Requirements text has been modified to:

Amendment 0002:

Government Q+A responses including updated SPECS and Drawings.

W912P826BA0820002

STANDARD FORM 1442

Page 6/441. Change “270 calendar days” to “150 Calendar Days”.

SECTION 00 73 00

Page 67/441. Paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK - CONSTRUCTION (APR 1984). Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 150 calendar days after the receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.”

SECTION 01 33 00

Delete the Submittal Register in its entirety and replace with the attached revised Submittal Register, therefore.

SECTION 08 60 45

Page 327/441. After section 03 31 00.00 12, add the attached new section 08 60 45 in its entirety, therefore.

SECTION 13 34 19

1. Page 10, paragraph 1.4.2.2. Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“Design and construct the pre-engineered metal building system in accordance with UFC 3-301-01, Structural Engineering, ASCE 7-22, and the following project design criteria:

- Risk category: II

- Roof LL: 20 psf

- Basic Wind speed:138mph

- Wind exposure category:D

- Topographic factor, kzt:1.0

- Ground elevation factor, ke=1.0

- Building classification: Open

- Seismic importance factor:1

- Seismic design parameter: SDS=0.1g and SD1-=0.086g

Base dead load on the actual self-weight of the PEMB and all permanently attached components. Account for applicable collateral loads. Determine applicable wind pressure coefficients, load combinations, final member sizes, connections, and anchor loads in accordance with ASCE 7-22, UFC 3-301-01, and the Contract requirements.”

2. Page 20, paragraph 2.1.13. Delete this paragraph in its entirety and substitute the following:

“RESERVED.”

3. Page 20, paragraph 2.3.1. Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“Provide corrosion protection structural framing as specified herein. Hot-dip galvanize primary structural framing after fabrication. Mechanically galvanize secondary steel. Repair damaged galvanized coating in accordance with the applicable referenced standards.”

4. Page 20, paragraph 2.3.2, item 1. Delete this item in its entirety and substitute the following revised item 1, therefore:

“(1) Manufacturer’s standard structural primary framing system includes transverse and lean-to frames; rafter, rakes, and canopy beams; sidewall, intermediate, end-wall, and corner columns; and wind bracing designed to withstand required loads and specified requirements. Hot-dip galvanize primary structural framing after fabrication in accordance with ASTM A123/A123M. Provide frames with attachment plates, bearing plates, and splice members. Provide frame span and spacing indicated.”

5. Page 22, paragraph 2.4.2. Delete this paragraph in its entirety and substitute the following, therefore:

6. Page 24. paragraph 2.6.5. Delete this paragraph in its entirety and substitute the

“Fabricate clips from steel hot-dipped galvanized in accordance with ASTM A653/A653M or Series 300 stainless steel. Size, shape, thickness and capacity as required meeting the design load criteria specified.”

7. Pge 25, paragraph 2.7.3. Delete this paragraph in its entirety and substitute the

8. Page 25, paragraph 2.7.3.1 Delete this paragraph in its entirety and substitute the

SECTION 33 05 00.00 12

1. Page 5. At the end of the section, after the GPR 2018 report, add the attached GPR

2025 report, therefore.

2. Page 5. After the GPR 2025 report, add the attached boring logs, therefore.

DRAWINGS

1. SHEET IDENTIFICATION No. G-003, C-101 and S-200. Delete this drawing in its entirety and substitute the attached revised drawing SHEET IDENTIFICATION No.

G-003, C-101 and S-200, therefore.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 11 PAGES

Carrollton Phase III - District Floodwall Storage Shelter

01 32 01.00 12 SD-01 Preconstruction Submittals

1.4 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.9.1 GAccident Prevention Plan (APP)

GDive Operations Plan SD-06 Test Reports

1.13.2 GAccident Reports

1.13.3LHE Inspection Reports

1.6 GMonthly Exposure Reports

SD-07 Certificates

1.10 GActivity Hazard Analysis (AHA)

1.13.4.1Certificate of Compliance 1.14.1Hot Work Permit 1.15License Certificates

1.15.1 GPortable Gauge Operations

Planning Worksheet

1.15.1 GRadiography Operation Planning

Work Sheet

1.13.4.2 GStandard Lift Plan

1.13.4.2 GCritical Lift Plan

01 45 04.00 10 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 11 PAGES

01 45 04.00 10 3.2 G CDContractor Quality Control Plan 01 57 20.00 12 SD-01 Preconstruction Submittals

G PDSNProtective Material 01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO'As-Built' Drawings

02 41 00 SD-01 Preconstruction Submittals

1.4.2 GDemolition Plan

1.11Existing Conditions

SD-07 Certificates

1.8 GNotification

SD-11 Closeout Submittals Receipts

03 11 14.00 12 SD-02 Shop Drawings 1.7Shop Drawings

SD-03 Product Data 2.1Materials

SD-05 Design Data

3.2.1 G DOFormwork Not Supporting Weight

of Concrete SD-06 Test Reports

1.8Quality Control

3.2 GForm Removal

GMaturity Method 03 15 13.00 12 SD-03 Product Data

2.1.1Preformed Expansion Joint Filler 2.1.2.1Sealant

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03 15 13.00 12 SD-04 Samples 2.1.2.2Compression Seals and

Lubricant SD-07 Certificates

2.1.1Preformed Expansion Joint Filler 2.1.2.1Sealant

03 21 00.00 12 SD-02 Shop Drawings

3.1 DFabrication and Placement

SD-03 Product Data

3.1.3 DMechanical Butt-Splices

2.1Materials

SD-06 Test Reports 1.5.1Material 1.5.2Tests, Inspections, and

Verifications 03 31 00.00 12 SD-03 Product Data

2.2 G DOConcrete Mixture Proportions

Concrete Batch Tickets

2.1.2 G DOAggregates

3.1.2Batch Plant 3.1.3Concrete Mixers 3.1.4Conveying Equipment and

Methods 3.3Placing Equipment and Methods

Packaged Repair Material 3.2.4.2Surface Retarder

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03 31 00.00 12 2.1.6 G DONonshrink Grout;

SD-05 Design Data

3.2.4 GConstruction Joint Treatment

3.5 G DOCuring and Protection

3.3.4 G DOCold-Weather Placing

3.3.5 G DOHot-Weather Placing

SD-06 Test Reports

1.6.1 GAggregate

3.7.2 GTesting and Inspection for

Contractor Quality Control 3.7.2.13Uniformity of Concrete Mixing 3.7Tests and Inspections

SD-07 Certificates 3.7.1Qualifications testing technicians concrete construction special inspector

2.1.1 GCementitious Materials

Packaged Repair Material

2.1.4.1Impervious-Sheet Curing Materials

2.1.3.1Air-Entraining Admixture 2.1.3.4Other Chemical Admixtures 2.1.4.2Membrane-Forming Curing

Compound 2.1.7Latex Bonding Compound

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 11 PAGES

08 60 45 SD-02 Shop Drawings

3.2 GShop Drawings

SD-03 Product Data

2.1 GSkylights

1.6Warranty

SD-06 Test Reports 2.1Test Reports

SD-07 Certificates 2.4Systems 1.4Qualifications

13 34 19 SD-01 Preconstruction Submittals

1.8.3 GManufacturer's Qualifications

SD-02 Shop Drawings

1.8.1 GDetail Drawings

1.4.8 GErection Plan

SD-03 Product Data

1.8.1 GManufacturer's Catalog Data

Recycled Content for Structural Steel Shapes and Plates

Recycled Content for Steel Pipe Recycled Content for Aluminum Sheet Materials

Recycled Content for Steel Sheet Materials

SD-04 Samples

2.1.6 GCoil Stock

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 11 PAGES

13 34 19 GRoof Panels

2.5.2 GFasteners

2.7.1 GMetal Closure Strips

GVapor Barrier

2.4.2 GManufacturer's Color Charts and

Chips SD-05 Design Data

1.8.1 GManufacturer's Descriptive and

Technical Literature

1.8.1 GManufacturer's Building Design

Analysis

1.8.1 GLateral Force Calculations

SD-06 Test Reports

1.8.1 GTest Reports

1.8.1 GCoatings and Base Metals

1.8.1 GFactory Color Finish Performance

Requirements SD-07 Certificates

1.8.1 GSystem Components

1.8.1 GCoil Stock Certificates

GAluminized Steel Repair Paint GGalvanizing Repair Paint GEnamel Repair Paint

1.8.1 GQualification of Manufacturer

1.8.1 GQualification of Erector

SD-08 Manufacturer’s Instructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 11 PAGES

13 34 19 1.8.2 GInstallation of Roof panels

1.9 GShipping, Handling, and Storage

SD-11 Closeout Submittals

3.10.1 GManufacturer's Warranty

3.10.2 GContractor's Warranty for

Installation 32 12 16.00 12 SD-03 Product Data

3.5.1 GAsphaltic Concrete Mixtures

SD-07 Certificates

2.2.1Asphaltic Prime Coat 2.2.2Asphaltic Tack Coat 2.2.3.2Asphalt Cement

32 13 13.06 SD-03 Product Data 2.1.6Curing Materials 2.1.5.3Reinforcement 2.1.9Epoxy Resin 2.1.9Epoxy Resin 2.1.5.1Dowel Bars 2.1.10.1Expansion Joint Filler

SD-04 Samples

1.6.2 GTest Section

SD-05 Design Data

2.2.2 GMix Design Report

SD-06 Test Reports 3.7.2Concrete Slump Tests 2.3.1Concrete Uniformity

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 11 PAGES

32 13 13.06 3.7.3Flexural Strength 3.7.4Air Content

SD-07 Certificates 1.4.3Batch Tickets 1.4.1NRMCA Certificate Of

Conformance SD-08 Manufacturer’s Instructions

3.7.5.4Diamond Grinding Plan 32 17 23.16 SD-01 Preconstruction Submittals

1.4.1 GQuality Control Plan

1.4.2 GQualifications

2.2 GSafety Data Sheets For Each

Paint Type

2.1.1 GSafety Data Sheets For

Chemicals Used In Surface Preparation

GData Sheets For Paint Removal Equipment

2.1 GSurface Preparation Equipment

List

2.1.2 GMarking Applications Equipment

List

GDetour Plans SD-03 Product Data

2.2 GManufacturer Data Sheets for all

Marking Materials

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 11 PAGES

32 17 23.16 2.2.5 GManufacturer Data Sheets for all Reflective Media

SD-04 Samples

3.5.2 GSamples of Marking Materials

3.5.2 GSamples of each Reflective

Media SD-06 Test Reports

3.1.2 GMarking Application Wet Film

Thickness Test

3.5.4.1 GMarking Application Wet Film

Thickness Test

3.5.4.2 GMarking Application Wet Film

Thickness Test

3.1.3 GReflective Media Reflectivity Test

3.5.4.1 GReflective Media Reflectivity Test

SD-07 Certificates

2.2 GManufacturer Certificate of

Compliance for Marking Materials

2.2 GManufacturer Certificate of

Compliance for Reflective Materials

1.6.1.3 GManufacturer Certificate of

Conformance for Volatile Organic Compliance

SD-08 Manufacturer’s Instructions

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32 17 23.16 1.5 GMarking Materials Storage and Application

1.5 GReflective Media Storage and

Application

1.5 GChemicals Used in Surface

Preparation

32 31 13 SD-02 Shop Drawings Erection/Installation Drawings Fence Assembly Location of Gate, Corner, End, and Pull Posts

Gate Assembly Gate Hardware and Accessories

SD-03 Product Data Fence Assembly Gate Assembly Gate Hardware and Accessories

SD-04 Samples Fabric Posts Braces Line Posts Sleeves Top Rail Tension Wire Stretcher Bars

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 11 PAGES

32 31 13 Gate Posts Gate Hardware and Accessories Padlocks Wire Ties

SD-07 Certificates Zinc Coating PVC coating aluminum alloy coating Fabric Stretcher Bars Gate Hardware and Accessories Concrete

SD-08 Manufacturer’s Instructions Fence Assembly Gate Assembly Hardware Assembly Accessories

33 05 00.00 12 SD-01 Preconstruction Submittals

1.5.1 GSchedules

SD-02 Shop Drawings

1.6.2 GShop Drawings

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BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

Carrollton Phase III - District Floodwall Storage Shelter TED25017

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 60 45

SKYLIGHTS

PART 1 GENERAL

1.1 SUMMARY

1.1.1 MEASUREMENT AND PAYMENT

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WARRANTY

PART 2 PRODUCTS

2.1 SKYLIGHTS

2.2 THERMOPLASTIC POLYCARBONATE PANELS

2.3 COMMON PANEL REQUIREMENTS

2.3.1 Appearance

2.3.2 Panel Fabrication

2.4 SKYLIGHT SYSTEMS

2.4.1 Framed Skylights

2.5 FLEXIBLE SEALING TAPE

PART 3 EXECUTION

3.1 EXAMINATION

3.2 ERECTION

-- End of Section Table of Contents --

SECTION 08 60 45 Page 1

SECTION 08 60 45

SKYLIGHTS

PART 1 GENERAL

1.1 SUMMARY

Provide commercially available unit skylights flat metal framed skylights which satisfy all requirements contained in this section and have been verified by load testing and independent design analyses (if required) to meet specified design requirements. Provide UV-stabilized, shatterproof and energy efficient skylight systems. Provide light transmitting plastics in the manufacturing of skylights for daylighting applications. Systems must meet requirements of UFC 4-010-01.

1.1.1 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the skylights and all costs in connection therewith must be included in the contract prices for the items of work to which the work is incidental.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2605 (2022) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

ASTM INTERNATIONAL (ASTM)

ASTM D635 (2018) Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position

ASTM D1003 (2013) Haze and Luminous Transmittance of Transparent Plastics

ASTM D1929 (2020) Standard Test Method for Determining Ignition Temperature of Plastics

ASTM D2843 (2019) Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics

ASTM E84 (2024) Standard Test Method for Surface Burning Characteristics of Building Materials

SECTION 08 60 45 Page 2

ASTM E108 (2025) Standard Test Methods for Fire Tests of Roof Coverings

ASTM E283 (2019) Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2023) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E661 (2022) Standard Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads

ASTM E695 (2022) Standard Test Method of Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2024) International Building Code

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2020) Procedure for Determining Fenestration Product U-Factors

NFRC 200 (2020) Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-01 (2018; with Change 3, 2024) DoD Minimum Antiterrorism Standards for Buildings

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.23 (Nov 2016) Ladders

UL SOLUTIONS (UL)

UL 972 (2006; Reprint Nov 2020) UL Standard for Safety Burglary Resisting Glazing Material Type

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SECTION 08 60 45 Page 3

SD-02 Shop Drawings

Shop Drawings; G, SD-03 Product Data

Skylights; G, Warranty

SD-06 Test Reports

Test Reports

SD-07 Certificates

Systems

Qualifications

1.4 QUALITY ASSURANCE

a. Provide documentation of Qualifications for the following: The manufacturer is a company specializing in the manufacture of the specified products with a minimum of 5 years documented experience.

The installer has documented experience of 5 years minimum performing the work specified.

1.5 DELIVERY, STORAGE, AND HANDLING

Provide factory assembled system modules to the greatest extent possible.

Ship panels to the jobsite in rugged shipping units, ready for erection.

Affix conspicuous decals on all skylights warning individuals against sitting or stepping on the units. Store skylight panels on the long edge, several inches above the ground, blocked and under cover to prevent warping. Deliver unit skylights in manufacturer's original containers, dry, undamaged, with seals and labels intact. Deliver, store and protect all products in accordance with manufacturer's recommendations.

1.6 WARRANTY

Provide the manufacturer's complete warranty for materials, workmanship, and installation. The warranty is for 5 years from the time of project completion and with no perforation. The warranty must guarantee, but not be limited to, the following:

a. No change in light transmission and color of the panels after exposure to heat of 300 degrees F for 25 minutes.

b. There is no delamination of the panel affecting appearance, performance, weatherability or structural integrity of the panels or the completed system.

c. There is no fiber bloom on the panel face.

d. Change in light transmission of no more than 6 percent in accordance with ASTM D1003, and in color (yellowing index) no more than 10 points in comparison to the original specified value over a 10 year period.

SECTION 08 60 45 Page 4

e. Provide a single source warranty for the glazing panels and the framing system. Third party warranty for the glazing panels will not be accepted.

PART 2 PRODUCTS

2.1 SKYLIGHTS

Fabricate skylight panels of or extruded cellular thermoplastic polycarbonate panels conforming to the specified requirements and other appropriate lab test specified criteria, weighing not less than 8 ounces/square foot. Submit certified Test Reports from independent testing laboratory for each type and class of panel system. Reports must verify that the material meets specified performance requirements. Previously completed test reports will be acceptable if they are current and indicative of products used on this project. Where a Class A, B or C roof is part of the project, provide a listing certificate for roof covering systems category certifying that the product complies with the safety standards of ASTM E108 and ICC IBC. Size and color of skylight panels as indicated.

2.2 THERMOPLASTIC POLYCARBONATE PANELS

Manufacture systems from translucent polycarbonate panels designed for architectural applications. Provide panels consisting of a polycarbonate resin with a permanent, co-extruded, ultra-violet protective layer;

co-extruded by the manufacturer during the original extrusion of the panel a permanent part of the exterior and interior layers. Pot-applied coatings or films of dissimilar materials are unacceptable. Provide panel width not to exceed 2 feet to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Meet the following manufacturing requirements:

a. Extruded in one single formable length. Transverse sections are unacceptable. Manufacture the panels with upstands which are integral to the unit, and with the upstands 90 degrees to the panel face (standing seam dry glazed concept). Welding or gluing of upstands or standing seam is unacceptable.

b. Provide dry glazed profiles mullions, using no sealant, welding, adhesives or gaskets; thermally break mullions continuous for panel length.

c. For structural performance, the use of adhesives, plastic or sonic welding or sealant is not allowed.

d. For longevity, the minimum ratio of panel weight to thickness must be

0.68 psf for 0.63 inch thick panel.

e. Extruded panel includes integral extruded multi-cells, and truss-like structural core for resistance to buckling. Interconnect the panel's exterior skins and space apart by supporting ribs, perpendicular to the skins, at a spacing not to exceed 0.16 inches (truss-like construction). In addition, divide the space between the two exterior skins in a cross section by multiple parallel intermediate surfaces, at a spacing not to exceed 0.16 inches.

f. Interior flame spread classification is Class II in accordance with

ASTM E84.

SECTION 08 60 45 Page 5

g. Smoke density no greater than 70 in accordance with ASTM D2843.

h. The exterior and interior faces must be an approved light transmitting panel with a CC1 fire rating classification in accordance with ASTM D635.

i. Self-ignition greater than 1058 degrees F in accordance with ASTM D1929.

j. Fire rated roof assembly translucent panels must be successfully evaluated for fire from exterior exposure in accordance with ASTM E108 to meet Class C rating. Provide panel listed by an independent recognized listing laboratory.

2.3 COMMON PANEL REQUIREMENTS

2.3.1 Appearance

Provide face sheets uniform in color to prevent splotchy appearance and completely free of ridges and wrinkles which prevent proper surface contact. Clusters of air bubbles/pinholes which collect moisture and dirt are not acceptable.

2.3.2 Panel Fabrication

Panel construction must meet the following requirements:

a. Light transmission 80 percent; color Clear.

b. Assembled panel thickness 5/16 inches.

2.4 SKYLIGHT SYSTEMS

Submit manufacturer's certificate that the systems meet or exceed specified requirements. Provide systems evaluated and listed (the whole skylight as a unit, not just a glazing material in the unit) by the recognized building code authorities: ICC and SBCCI-Public Safety Testing and Evaluation Services Inc. Product ratings determined using NFRC 100 and NFRC 200 must be authorized for certification and properly labeled by the manufacturer.

Provide skylight systems meeting the following requirements:

a. Integral perimeter framing system assembly by the manufacturer.

b. Exterior panel faces clear mattewhite in color. Interior panel faces clear mattewhite] in color.

c. Air infiltration at 1.57 psf less than 0.04 cfm/ft2 and at 6.24 psf less than 0.1 cfm/ft2 in accordance with ASTM E283.

d. Water penetration at test pressure of 15 psf equals zero in accordance with ASTM E331.

e. Manufacturer is responsible for maximum system deflection, in accordance with the applicable building code, and without damage to system performance. Calculate deflection in accordance with engineering principles.

f. Incorporate weepage elements within the perimeter framework of the glazing system for drainage of any condensation or water penetration.

SECTION 08 60 45 Page 6

g. System must accommodate movement within the system; movement between the system and perimeter framing components; dynamic loading and release of loads; and deflection of supporting members. Achieve this without damage to system or components, deterioration of weather seals and fenestration properties specified.

h. The exterior panel face must repel an impact of 50 foot-pounds without fracture or tear when impacted by a 3.25 inch diameter, 5 pound free falling ball dropped from a vertical distance of 10 feet when tested in accordance with UL 972.

i. Provide system meeting the fall through requirements of 29 CFR 1910.23 as demonstrated by testing in accordance with ASTM E661 or ASTM E695, thereby not requiring supplemental screens or railings.

j. Exposed aluminum color must be selected from the manufacturer's standard range. Provide corrosion resistant [superior-performance organic finish in accordance with AAMA 2605]with total dry film thickness of not less than 1.2 mils.

k. Provide a system requiring no scheduled recoating to maintain its performance or for UV resistance.

l. Design criteria:

(1) Wind Load 138mph.

(2) Frame Blast Loads: Design framing to resist 50 pounds per square foot blast load at L/160 deflection.

(3) Anchor Blast Loads: Design anchors to resist 100 pounds per square foot blast load.

m. Use 6063-T6 and 6063-T5 extruded aluminum; all fasteners of stainless steel or plated steel.

2.4.1 Framed Skylights

Framed skylights must be designed to approximately 2ft by 4ft size;

determine rafter and purlin spacing by loading requirements. Skylights manufactured in prefabricated sections easy to install are available in a wide range of standardized pitches. Provide tubular framing members;

deflection of rafters not to exceed L/175 of the rafter span. A registered professional engineer must size all framing members and design all structural connections; submit a copy of the calculations. Framing includes a primary gutter system with secondary gutters to control water infiltration and condensation runoff from the underside of the glazing material and channel it to the exterior. Design skylight structural members for a live load of 10 psf and wind load of 64 psf; do not induce objectionable distortion or stress in fastenings and joinery due to expansion and contraction when subjected to a 100 degree F temperature change.

2.5 FLEXIBLE SEALING TAPE

Provide manufacturer's standard pre-applied sealing tape to closure system at the factory under controlled conditions.

SECTION 08 60 45 Page 7

PART 3 EXECUTION

3.1 EXAMINATION

Field verify all submitted opening sizes, dimensions and tolerances;

preparation of openings includes isolating dissimilar materials from aluminum system to avoid damage by electrolysis. The installer must examine area of installation to verify readiness of site conditions and to notify the Contractor about any defects requiring correction. Verify when structural support is ready to receive all specified work and to convene a pre-installation conference, if approved by the Contracting Officer, including the Contractor, skylight installer and all parties directly affecting and affected by the specified work. Do not install any materials that show visual evidence of biological growth due to the presence of moisture. Do not commence work until conditions are satisfactory.

3.2 ERECTION

Erect translucent skylight system in accordance with the approved shop drawings supplied by the manufacturer. Submit drawings showing fabrication details, materials, dimensions, installation methods, anchors, and relationship to adjacent construction. Fasten and seal in accordance with the manufacturer's shop drawings. Remove all panel, after other trades have completed work on adjacent materials. Carefully inspect and adjust panel installation as necessary to ensure proper installation and weather-tight conditions. provide all staging, lifts and hoists required for the complete installation and field measuring. Install system clean of dirt, debris or staining and thoroughly examined for removal of all protective material prior to final inspection of the designated work area.

Do not use snow rakes on roof windows or skylights.

-- End of Section --

SECTION 08 60 45 Page 8

GATE VALVE

FIRE MAIN

NO DEPTH

BOTTOM OF ELECTRIC MANHOLE INV. ELEV. = 10.58'

C

BELLSOUTH COMMUNICATION VAULT RIM ELEV. = 10.77'

W

2' - 3' DEPTH

BOTTOM OF MANHOLE INV. ELEV. = 5.80'

WATER MANHOLE (28" DIAMETER) RIM ELEV. = 11.13' W

BOTTOM OF MANHOLE INV. ELEV. = 6.04'

WATER MANHOLE (28" DIAMETER) RIM ELEV. = 11.34'

5' - 6' DEPTH

5' - 6' DEPTH

4' - 5' DEPTH

4' - 5' DEPTH

4' - 5' DEPTH

3' - 4' DEPTH

3' - 4' DEPTH

1' - 2' DEPTH

FLOODGATE

CB

OUT FLOW 10" PVC INV. ELEV. = 15.59'

IN FLOW 10" PVC INV. ELEV. = 15.60'

2'X 2' GRATED DROP INLET RIM ELEV. = 18.08'

CB

OUT FLOW 10" PVC INV. ELEV. = 15.84'

2'X 2' GRATED DROP INLET RIM ELEV. = 18.12'

S

E

1' - 2' DEPTH

BOTTOM OF MANHOLE (UNABLE TO GET INVERT - FULL OF WATER)

ELECTRIC MANHOLE (30" DIAMETER) RIM ELEV. = 18.27'

BOTTOM OF MANHOLE INV. ELEV. = 10.79'

12" PVC INV. ELEV. = 12.58'

12" PVC INV. ELEV. = 12.24'

4" PVC INV. ELEV. = 16.50'

4" PVC INV. ELEV. = 16.18'

SANITARY MANHOLE (24" DIAMETER) RIM ELEV. = 18.22'

1' - 2' DEPTH

S

1' - 2' DEPTH

1' - 2' DEPTH

TRENCH

ELECTRICAL DUCT

L

SANITARY SEWER MANHOLE (24" DIAMETER - UNABLE TO OPEN) RIM ELEV. = 18.58'

E BOTTOM OF MANHOLE INV. ELEV. = 14.76'

ELECTRIC MANHOLE (24" DIAMETER) RIM ELEV. = 18.78'

S

1' - 2' DEPTH

BOTTOM OF MANHOLE - FULL OF WATER INV. ELEV. = 9.04'

SANITARY SEWER MANHOLE (24" DIAMETER) RIM ELEV. = 18.89'

H

POSSIBLE UTILITY VAULT

FLOODGATE

1' - 2' DEPTH

2' - 3' DEPTH

E

BOTTOM OF MANHOLE INV. ELEV. = 11.95'

ELECTRIC MANHOLE (30" DIAMETER) RIM ELEV. = 19.56'

U

2' - 3' DEPTH

UNKNOWN VAULT RIM ELEV. = 19.68'

1' - 2' DEPTH

COME IN/OUT OF UTILITY SHED

6 UTILITY LINES COME IN/OUT OF UTILITY SHED

4 UTILITY LINES

1' - 2' DEPTH

COME IN/OUT OF UTILITY SHED

4 UTILITY LINES

1' - 2' DEPTH

PLAYGROUND CANOPY

UTILITY SHED

FIBER OPTIC TRENCH

L

1' - 2' DEPTH

U

BOTTOM OF 6" STEEL CASING INV. ELEV. = 17.51'

UNKNOWN MANHOLE (24" DIAMETER) RIM ELEV. = 20.95'

EP

E

BOTTOM OF MANHOLE INV. ELEV. = 14.13'

ELECTRIC MANHOLE (36" DIAMETER) RIM ELEV. = 21.57'

NO DEPTH

GPR 2025

S O

L I C I T

A T I

N

F I

E

A

M E

D W

B Y

C K

D

D E

S I G

N

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I

U

M B

E R

S I Z

E

S U

B M I T

T

: P L

T

A L

E

P L

T E

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

SHEET

IDENTIFICATION

NUMBER

U

S

A R

M

G I N

E

R

I S

T R I C

T

C O

R P

F

G I N

E E

R S

M I S

S I S

S I P

P I

V

A L

L

I V I S I O

N

1 6

TEST DATA

WATER CONTENT

% WATER, DRY WEIGHT

SHEAR STRENGTH

TONS / SQ.FT.

WET DENSITY

POUNDS / CU.FT.

NORMAL STRESS

TONS / SQ.FT.

20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0

P L

A S

T

IC

IT

Y

IN

D E

X

PLASTICITY CHART

20 40 60 80 100 120 140

LIQUID LIMIT (PERCENT)

"A

LI

N E

"U

L

IN

E

0.2

0.4

0.6

0.8

NORMAL STRESS, T.S.F.

SHEAR STRENGTH DATA

0.2 0.4 0.6 0.8 1.0 1.2 1.4

1.0

S H

E

R

R E

N G

T H

T .S .F

ENVELOPE

NO. EL.

TYPE

STRENGTH

C - TSFV

TABULAR TEST DATA

CLASS

- (UC) UNCONFINED COMPRESSION TEST

STEEL TUBE PISTON TYPE SAMPLER.

FOR SOIL BORING LEGEND SEE PLATE A.

FOR LOCATION OF BORINGS SEE PLATE

FOR DETAILED TEST DATA SEE

NOTES

w

ATTERBERG LIMITS

w wP N L

- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST

- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST

- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST

BORING WAS TAKEN WITH A 5 INCH DIAMETER

CS,slf

CS

Ox

Br

CS,Ox Gr&Br

No Sample

CS

Gr

SlS M,Ox Br

SlS So

CS

Gr

CS

Gr&Br

CS,Ox

SlS St

CS

Gr

SlS M Gr&Br

Gr M,SlS brGr

SlS So,Ox Br&Gr

CS

Gr

SlS St,Ox Br&Gr

No Sample

St

So

SlS

M

CS

F0.1400 Tr,M,CS

0.1300 (48)

CS (30)

0.2200 M (19)

F

CS (19)

0.0740 (58)

(101)

(55)

(85)

CS,Sl (101)

F Sl (101)

O (101)

Sl (101)F

CS (17)

(101)

CS (48)

0.1200 M (101)

(101) F

(101)

0.0960 (101)

F (101)

0.0970 Sl (22)

F CS,Wd (75)

0.0810 M,Sl (66)

CS,Wd,Sl

Gr

(101)

29°56'13.33" 90°8'3.754" (U)

BOR. E-103.0-U (80-27)

STA. STA. 56+00 2ND ORDER

C/L LEVEE

Date: 3/21/1980

GROUND EL. 19.4W or D1020

-10

-20

-30

-40

-50

-60

-70

-80

-90

-100

-110

-120

-130

E L

E V

A T

IO

N

IN

F

E

.A .V .D

Q

1 -10.1 Q 17.0 0.380 CL

Q

2 -23.3 Q 0.0 0.380 CL

Q

3 -33.5 Q 0.0 0.160 CL

Q

4 -37.4 Q 0.0 0.200 CH

...\C-39U Final.dgn 12/4/2007 8:01:51 AM

NEW ORLEANS DISTRICT

E

W O

R L

E A

N S

L

O U

IS

IA

N A

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

N E

W O

R L

E A

N S

D

IS

T R

IC

T

1.

2.

CONCRETE NOTES:

4.

5.

6.

7.

8.

9.

10.

11.

12.

14.

THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

15.

USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

13.

BASIC TABLE ALTERNATE TABLE

BAR SIZE

MINIMUM EMBEDMENT

LENGTH, INCHES

TOP OTHER TOP OTHER TOP OTHER OTHERTOP

18 14

25 19

31 24

37 28

54 42

62 47

69 53

77 59

85 65

24 18

32 25

40 31

48 37

70 54

80 62

90 69

110 85

12 12

15 12

18 14

22 17

32 25

37 28

42 32

46 36

51 39

14 12

19 15

24 18

29 22

42 32

48 37

54 42

60 46

66 51

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

MUST BE AT LEAST 2 BAR DIAMETERS.

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

MUST BE AT LEAST 2.5 BAR DIAMETERS.

SPACING

SECONDARY

REINFORCEMENT

PRIMARY

REINFORCEMENT

FACE OF CONCRETE

N.T.S.

(M

IN

(M

IN

) C O

N C

R E

T E

S E

C T

IO

N

E Q

U A

L T

O O

R

G R

E A

T E

R T

H A

N

IN

T

H

IC

K N

E

(M

IN

)C O

N C

R E

T E

S E

C T

IO

N

E Q

U A

L T

O O

R

L E

S S

T H

A N

IN

T

H

IC

K N

E S

S

C O

N C

R E

T E

S E

C T

IO

N

G R

E A

T E

R T

H A

N

A N

D L

E S

S T

H A

N

IN

T

H

IC

K N

E S

S

REINFORCEMENT CLEARANCE DETAIL

2.

3.

4.

5.

6.

GENERAL NOTES:

1.

STEEL NOTES:

2.

3.

4.

1.

IN THE FIELD.

SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

OUT OF SCALE.

IN THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL ESTABLISH B/L,

THE BENCH MARKS AND BASELINES ARE PROVIDED BY THE GOVERNMENT

7.

SHOWN TO SCALE.

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT

APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (*) ARE

KEEP ALL STATE AND FEDERAL HIGHWAYS AND PUBLIC/PRIVATE

ROADWAYS CLEAN DURING CONSTRUCTION.

8. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN PROJECT

LIMITS EACH WEEK AND PRIOR TO END OF CONTRACT.

TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT, ALL SUCH

CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS FILLET WELD ALONG

ALL EDGES OF THE CONTACT, UNLESS OTHERWISE NOTED.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND

INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE

SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST

BE MADE FOR MACHINING.

ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL (STAINLESS STEEL),

SEE SPECIFICATIONS.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f'c ) OF 4000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.

REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT LOCATIONS

SHALL BE APPROVED BY THE CONTRACTING OFFICER.

UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED FORMED CONCRETE

EDGES AND CORNERS. CHAMFERS ARE NOT REQUIRED AT FLUSH SLAB CONSTRUCTION JOINTS.

ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE

WITH SP-066(04), AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

CONCRETE REINFORCING STEEL INSTITUTE.

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND

OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER.

THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT

LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS SHALL BE BASED ON

THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION

TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL

BY THE CONTRACTING OFFICER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER

THAN ANY ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S

EXPENSE.

ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS ''A'' FINISH AND SURFACES

COVERED BY BACKFILL SHALL BE CLASS ''D'' FINISH, UNLESS OTHERWISE NOTED.

IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETERS OR THE CENTER

TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS, SEE ACI 318 FOR

APPROPRIATE GUIDANCE.

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING

BARS. IF EPOXY COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

MINIMUM LAP LENGTH

INCHES

MINIMUM LAP LENGTH

INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55).

AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM GRID

NORTH OF THE LOUISIANA STATE PLANE COORDINATE SYSTEM

OF 1983, SOUTH ZONE.

HORIZONTAL CONTROL, AND C/L IN THE FIELD PER THE REQUIREMENTS

OF SECTION 00700 CONTRACT CLAUSE INSERTS, CONTRACT CLAUSE

ENTITLED "LAYOUT OF WORK (FAR 52.236-17).

3.

9. HORIZONTAL COORDINATES ARE WITH RESPECT TO NAD 83 LA STATE

PLANE SOUTH, IN U.S. SURVEY FEET.

10. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RETURN ALL

DISTURBED AREAS, ACCESS ROADS AND STAGING AREAS TO THE CONDITION THAT

EXISTED PRIOR TO INITIATION OF THE PROJECT. ANY DISTURBED OR DAMAGED

CONCRETE OR ASPHALT SHALL BE REPAIRED TO AS NEW CONDITIONS AT NO

ADDITIONAL COST TO THE GOVERNMENT.

11. DESIGN FLOWLINE OF THE LOWER MISSISSIPPI RIVER IS EL. 18.6.

12. AERIAL PHOTOGRAPHY (2019).

MAINTENANCE OF TRAFFIC

1. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TRAFFIC FLOW

ACROSS THE ENTIRE DISTRICT RESERVATION THROUGHOUT THE

CONTRACT DURATION. THE CONTRACTOR SHALL CONDUCT HIS

OPERATIONS IN SUCH A MANNER AS TO CAUSE THE LEAST AMOUNT

OF INTERFERENCE WITH TRAFFIC IN THE VICINITY OF THE CURRENT

ACTIVITY.

2. ACCESS TO BOTH NORTH AND SOUTH GATE ENTRANCES AND EXITS

SHALL BE AVAILABLE THE ENTIRE DURATION. IF A TEMPORARY CLOSURE

IS REQUIRED FOR ANY ENTRANCE, THE CONTRACTOR SHALL COORDINATE

WITH THE CONTRACTING OFFICER AT LEAST 72 HOURS IN ADVANCE TO

ALLOW THE DISTRICT TO PLAN ACCORDINGLY. THE TEMPORARY CLOSURE

SHALL NOT EXCEED 7 CALENDAR DAYS, NO CLOSURES OF THE EXITS WILL

BE ALLOWED. BOTH GATES CAN BE USED, HOWEVER, NORTH GATE IS MORE

CONVENIENT FOR LARGER VEHICLES AND EQUIPMENT ENTERING THE WORK SITE.

3. THE CONTRACTOR SHALL PROVIDE UNIMPEDED SAFE ACCESS FOR DISTRICT

PERSONNEL AROUND THE CONSTRUCTION ACCESS AT ALL TIMES DURING

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE

DIRECTING THEM TO THE OPEN POINTS OF ACCESS.

4. CONTRACTOR STAGING AREAS FOR ALL CONTRACTOR PERSONNEL PARKING

AND CONTRACTOR SUPPLIES ARE AS SHOWN ON THE DRAWINGS. ALL

CONTRACTOR SUPPLIES AND PARKING SHALL BE CONFINED TO THESE AREAS.

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SLAB

TO CONCRETE

TRANSITION

ASPHALT

SEE NOTE 2

SEE NOTE 1

SEE NOTE 1

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STA. 23+25

STA. 23+78

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LEGEND

CONSTRUCTION EASEMENTCE

NOTES:

3. FOR UTILITIES, SEE DRAWING R-102 THRU R-103.

REQUIREMENTS" UNDER SPEC SECTION 01100.

2. TREE PRUNING REQUIRED. SEE PARAGRAPH "TREE

TO PREVENT PONDING WATER.

1. CONCRETE SLABS MUST HAVE A 1% SLOPE OUTWARDS

FENCEX

40'10'0 20'

SCALE:1"=20'

N O

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SITE PLAN

SCALE: 1" = 20'

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLAB X,Y COORDINATES

TABULATION OF REQUIRED

POINT NO. X Y

A 3,660,434.998

3,660,599.764

3,660,434.972

523,295.055

523,322.791

523,300.831

B

C

3,660,425.342 523,356.151D

ELEVATION (APPROX.)

EXISTING

EL. 21.3

EL. 21.3

EL. 19.5

EL. 19.5

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NEW ORLEANS DISTRICT

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EAVE HEIGHT 16'-0"

BAY SPACING MIN 23'-0" ON CENTER (TYP)

22'-8" CTC1'-8"

2'-0"

2'-6"

8"

MANUFACTURER

BUILDING

PROVIDED PER

SKYLIGHTS TO BE

S-200

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SECTION

SCALE: 3/8" = 1'-0"

A1

ELEVATION

SCALE: 3/8" = 1'-0"

A4

MEMBER, CONNECTION AND ANCHOR LOADS IN ACCORDANCE WITH SECTION 13 34 19 AND THE APPLICABLE DESIGN CRITERIA.

DEAD LOAD SHALL BE BASED ON THE ACTUAL SELF WEIGHT OF THE PEMB AND ALL PERMANENTLY ATTACHED COMPONENTS. THE PEMB MANUFACTURER SHALL ACCOUNT FOR APPLICABLE COLLATERAL LOADS AND DETERMINE THE FINAL

- SEISMIC DESIGN PARAMETER: SDS=0.1G AND SD1-=0.086G

- SEISMIC IMPORTANCE FACTOR: 1

- BUILDING CLASSIFICATION: OPEN

- GROUND ELEVATION FACTOR, KE=1.0

- TOPOGRAPHIC FACTOR, KZT: 1.0

- WIND EXPOSURE CATEGORY: D

- BASIC WIND SPEED: 138MPH

- ROOF LL: 20 PSF

- RISK CATEGORY: II

THE PEMB SHALL BE DESIGNED IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND ASCE 7-22. THE DESIGN CRITERIA USED FOR THE GOVERNMENT ARE AS FOLLOWS:

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