Am_0001.pdf

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 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.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No.0001 W9128F

MUNITIONS MAINTENANCE AND INSPECTION FACILITY, PN JFSD201120

GRAND FORKS AFB, ND

See attached documentation for content of the amendment revisions to solicitation.

Date for receipt of proposals is 12 APR 2021 at 1400 hours

Government Point of Contact: Jessica Merrill, Contract Specialist, Jessica.L.Merrill@usace.army.mil_

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-21-R-0044

03/19/2021

02/26/2021

03/19/2021

Am #0001 - 2 (Continuation of SF 30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers

1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F-21-R-0025 :all amendments may cause rejec-:

:tion of the bid. See FAR : Date of Issue: 26 FEB 2021 :52.214-3 of Section 00 21 00. : NEW Date of Opening:

12 APR 2021

Amendment No. 0001

19 MAR 2021

SUBJECT: Amendment No. 0001 to Specifications and Drawings for Design and Construction of MUNITIONS MAINTENANCE AND INSPECTION FACILITY AT GRAND FORKS

AFB, ND

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages as noted below. The substituted pages are revised and reissued with this amendment. Sections marked with asterisks have changes tracked. All language shall apply regardless of the accuracy of this tracking effort.

Pages Deleted Pages Substituted or Added 00 10 00 00 10 00* 01 33 00.38 01 33 00.38 01 33 39.00 19 01 33 39.00 10 01 81 00 01 81 00 01 83 00 01 83 00 01 89 00 01 89 00

** ** ** 01 89 00AT

b. Drawings (Reissued). The following drawings are revised, with a revision date as indicated in the title block, and reissued with this amendment.

(1) Sheet GFB3CS101, SITE PLAN AREA 101,

(2) Sheet GFB3CS101A, SITE PLAN – OPTION AREA 101

2. This amendment is a part of the bidding papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the specifications remain unchanged.

3. Bids will be received until 2:00 p.m., local time at place of bid opening, 12 APR 2021.

Am #0001 - 3 (Continuation of SF 30)

Attachments:

Specification Pages listed in 1.a., above Drawings listed in 1.b., above (under separate cover) As-builts archive file (under separate cover)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

19 MAR 2021

jlb/2099

00 10 00 Page 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-21-R-0044

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

26 FEB 2021

PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Contracting Division (CENWO-CT) 5475 Tech Center Drive Colorado Springs, CO 80919

See Item 7

9. FOR INFORMATION

EMAIL:

a. NAME

JESSICA MERRILL

b. EMAIL ADDRESS jessica.l.merrill@usace.army.mil

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

The offeror hereby agrees to do all work described in the documents entitled:

MUNITIONS MAINTENANCE AND INSPECTION FACILITY

PN JFSD201120 (FY20)

GRAND FORKS AFB, ND

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), SECTION 00 22 00, AND SECTION 00 45 00.

THIS SOLICITATION IS RESTRICTED 100% TO SMALL BUSINESS INTERESTS.

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. * - SEE CLIN PRICING SCHEDULE.

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12b.)

YES NO

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time 29 MAR12 APR 2021. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee is is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than ___60_____ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442(REV. 8/2014)

Prescribed by GSA - FAR(48 CFR) 53.236-1(d)

Am_0001

00 10 00 Page 2

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

DUNS or Unique Entity Identifier Number:

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ___60___ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13d.

Failure to insert any number means the offeror accepts the minimum in Item 13d.)

AMOUNTS

SEE ATTACHED CLIN PRICING SCHEDULE

Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA

BY

31c. AWARD DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

CLIN SCHEDULE 00 10 00 - 3 W9128F-21-R-0044

CONTRACT LINE ITEM PRICING SCHEDULE

ITEM NO. DESCRIPTION QUANTITY UNIT AMOUNT

BASIC ITEMS

All work complete to Design and Construct Munitions Maintenance and Inspection Facility, up to five feet outside the building, excluding items listed below

Job

All work complete to Design and Construct Sitework, Utilities (except for construction covered in CLIN 0004), and Pavements, complete from the five-foot line to the limits of construction of the Munitions Maintenance and Inspection Facility

All work complete to Demolish and Abate Hazards associated with the existing Munitions Maintenance and Inspection Facility, to include foundation, pavement, and utilities

All work complete to contract with Base Utilities, Incorporated, to Construct Wastewater and Water System Improvements

$265,872.04

TOTAL BASIC AMOUNT $_____________________________

Proposed Contract Duration in Calendar Days After Notice to Proceed is Received Should Not Exceed Benchmark Duration of 730 Days (See Note 4) ______________ Days

NOTES:

1. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of

CLIN SCHEDULE 00 10 00 - 4 W9128F-21-R-0044

variation between the Job (lump-sum) prices and the total amount, the lump-sum prices will be considered the price submitted.

2. A modification to a proposal which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump-sum price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0001.

3. BUI is the provider of water utility service at Grand Forks AFB. Water and Wastewater connections to the project site will be constructed by BUI as show on the project drawings. All costs associated with this work will be paid by the Contractor directly to BUI. The Government will fully reimburse the Contractor for all costs associated with electrical connections made by BUI, as listed in Item 0004, except for any additional costs incurred as a direct result of Contractor negligence. Remainder of electrical site work will be constructed by the Contractor under Item 0004.

4. The Offeror shall propose a total integrated contract duration, as a number of calendar days, after Notice to Proceed (NTP) is received by the Contractor. The total number of proposed calendar days for construction, through completion (i.e., ready for turnover), should not exceed the benchmark duration of 730 calendar days. The proposed duration shall become the required contract duration. The Government may issue the NTP via e-mail, Facsimile (FAX), or by other means. Day number 1 is the day after receipt of NTP. See Section 00 73 00, paragraph 1.1: COMMENCEMENT, PROSECUTION AND COMPLETION OF

WORK.

Munitions Maintenance and Inspection Facility PN JFSD201120 (FY20 GFB3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00.38

100 PERCENT DESIGN REQUIREMENTS

05/07

PART 1 100 PERCENT DESIGN SUBMITTALS

1.1 REFERENCES

1.2 CIVIL/SITE

1.2.1 DRAWINGS

1.2.1.1 Location Plan and Vicinity Map

1.2.1.2 Survey Plan

1.2.1.3 Removal Plan

1.2.1.4 Site Plan

1.2.1.5 Grading and Drainage Plan

1.2.1.6 Composite Utilities Plan

1.2.1.7 Road Profile

1.2.1.8 Grading Sections

1.2.1.9 Storm Drain Profiles

1.2.1.10 Drainage Structure Details

1.2.1.11 Pavement Details

1.2.1.12 Pavement Joint Layout Plans

1.2.1.13 Concrete Pavement Joint Details

1.2.1.14 Fence Details

1.2.1.15 SWPPP Site Map

1.2.1.16 Erosion Control Details

1.2.1.17 Site Furnishing Details

1.2.1.18 Landscape Plan

1.2.1.19 Landscape Details

1.2.1.20 Planting Bed Grading and Drainage Plan

1.2.1.21 Sprinkler Irrigation System Plan

1.2.2 SPECIFICATIONS

1.2.3 DESIGN ANALYSIS NARRATIVE

1.2.3.1 References

1.2.3.2 Basis For Design

1.2.3.3 Grading

1.2.3.4 Drainage

1.2.4 Design Analysis Calculations

1.2.4.1 Storm Drainage System Calculations

1.2.4.2 Pavement Calculations

1.2.4.3 Sprinkler Irrigation System Design Parameters

1.3 GEOTECHNICAL

1.4 WATER SUPPLY AND WASTEWATER

1.4.1 DRAWINGS

1.4.1.1 Water Distribution and Sewage Collection Systems Plans

(including building services)

1.4.1.2 Water Distribution and Sewage Collection Systems Profiles

1.4.1.3 Water Distribution and Sewage Collection Systems Details

1.4.2 SPECIFICATIONS

1.4.3 DESIGN ANALYSIS NARRATIVE

1.4.3.1 References

1.4.3.2 Water Supply and Distribution Systems

1.4.3.3 Wastewater and Sewers

SECTION 01 33 00.38 Page 1

1.5 ARCHITECTURAL

1.5.1 DRAWINGS

1.5.2 SPECIFICATIONS

1.5.3 DESIGN ANALYSIS NARRATIVE

1.5.4 DESIGN ANALYSIS CALCULATIONS

1.5.5 COMMON DEFICIENCIES

1.6 INTERIORS

1.6.1 DESIGN ANALYSIS NARRATIVE

1.6.2 DRAWINGS

1.6.3 SPECIFICATIONS

1.6.4 COLOR BOARDS AND LEGENDS

1.7 STRUCTURAL

1.7.1 DRAWINGS

1.7.1.1 Grid Systems, Dimensions, and Floor Elevations

1.7.1.2 Plan Sheets

1.7.1.3 Elevation Views, Sections and Details Sheets

1.7.1.4 Schedules

1.7.1.5 Equipment Loads

1.7.1.6 Notes

1.7.2 SPECIFICATIONS

1.7.3 DESIGN ANALYSIS NARRATIVE

1.7.4 DESIGN ANALYSIS CALCULATIONS

1.7.4.1 Computer Calculation Submittals

1.7.5 Final Geotechnical Investigation Report

1.8 MECHANICAL

1.8.1 DRAWINGS

1.8.1.1 Mechanical Abbreviation, Legend, and General Notes Sheet

1.8.1.2 Plumbing Drawings

1.8.1.3 Mechanical HVAC Drawings

1.8.1.4 HVAC Control Drawings

1.8.2 SPECIFICATIONS

1.8.3 DESIGN ANALYSIS NARRATIVE

1.8.4 DESIGN ANALYSIS CALCULATIONS

1.9 ELECTRICAL

1.9.1 DRAWINGS

1.9.1.1 Interior Drawings

1.9.1.2 Floor Plans

1.9.1.3 Diagrams

1.9.1.4 Schedules

1.9.1.5 Exterior Drawings

1.9.2 SPECIFICATIONS

1.9.3 DESIGN ANALYSIS NARRATIVE

1.9.4 DESIGN ANALYSIS CALCULATIONS

1.9.4.1 Service

1.9.4.2 Transformers

1.9.4.3 Feeders

1.9.4.4 Panelboards

1.9.4.5 Voltage drop determination

1.9.4.6 Illumination calculations

1.9.4.7 Short Circuit Evaluation

1.9.4.8 Protective Coordination Analysis

1.9.4.9 Arc Flash Hazard Calculations

1.9.4.10 Specialized Applications

1.10 COMMUNICATIONS

1.10.1 Drawings

1.10.1.1 Outside Plant Distribution

1.10.1.2 Voice and Data Plans

1.10.1.3 Riser Diagrams

1.10.1.4 Outlet Configurations

SECTION 01 33 00.38 Page 2

1.10.1.5 Rack, Cabinet, and Equipment Elevations

1.10.1.6 Enlarged Room Plans

1.10.1.7 Details

1.10.1.8 PDS Drawings

1.10.1.9 Miscellaneous Communications Systems

1.10.1.10 Plans

1.10.1.11 Riser Diagrams

1.10.1.12 Details

1.10.2 Specifications

1.10.3 Design Analysis Narrative

1.10.4 Design Analysis Calculations

1.11 FIRE PROTECTION

1.11.1 DRAWINGS

1.11.2 TECHNICAL GUIDE SPECIFICATIONS

1.11.3 DESIGN ANALYSIS

1.12 ENVIRONMENTAL PROTECTION COMPLIANCE

1.12.1 SPECIFICATIONS

1.12.2 DESIGN ANALYSIS

1.12.3 SUBMITTAL OF ENVIRONMENTAL APPROVALS, PERMIT APPLICATION AND

ASSOCIATED DOCUMENTS

1.13 SAFETY

1.13.1 SPECIFICATIONS

1.13.2 Design Analysis

1.13.2.1 Narrative

1.13.2.2 Design Analysis Calculations

1.13.2.3 Basis, Specific goals, Objectives and Priorities for

Hazardous Material

1.13.3 DRAWINGS

1.14 SUSTAINABLE DESIGN

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 33 00.38 Page 3

SECTION 01 33 00.38

100 PERCENT DESIGN REQUIREMENTS

05/07

PART 1 100 PERCENT DESIGN SUBMITTALS

For general submittal requirements, see Section 01 33 00.32 DESIGN AND

CONSTRUCTION DELIVERABLES/PROCEDURES.

1.1 REFERENCES

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 350 (2005) Load and Resistance Factor Design (LRFD)Specification for Structural Steel Buildings

ACI INTERNATIONAL (ACI)

ACI SP-66 (2004) ACI Detailing Manual

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE Std 241 (1990; REAF 1997) Electric Power Systems In Commercial Buildings

IEEE Std 242 (2001) Recommended Practice for Protection and Coordination of Industrial and Commercial Power Systems - Buff Book

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2004) Structural Welding Code - Steel

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2005) National Electrical Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2019) Structural Engineering

[**Am-1]

UFC 3-240-07FA Sanitary and Industrial Wastewater Collection

1.2 CIVIL/SITE

1.2.1 DRAWINGS

1.2.1.1 Location Plan and Vicinity Map

A Vicinity Map consists of a small scale drawing of the project location, similar to a road map. A Location Plan consists of a small scale drawing showing the Government property or reservation limit with the construction project site shown. The drawing shall show the facility approved

SECTION 01 33 00.38 Page 4

Contractor Access and Haul Routes. A reproducible base sheet, if available, may be provided by the Omaha District for the Contractor's use in preparing the Location Plan.

1.2.1.2 Survey Plan

The information depicting existing conditions used to generate site drawings shall be shown on this drawing. An engineering survey of the site will be presented to the Contractor selected as a result of this RFP process. Any additional survey information required by the Contractor for design above that shown in the prepared engineering survey shall be procured and paid for by the Contractor.

1.2.1.3 Removal Plan

The removal plan will show the existing physical features and condition of the site before construction. This information should include the field survey to show all above and below ground utilities; buildings, drives, roads and parking areas, walks, and vegetation; and such facilities as retaining walls, underground storage tanks, foundations, etc.. Each physical feature to be removed shall be as indicated on the standard legend sheet, a legend on the removal plan, and properly noted: to be removed, to remain, or to be relocated.

1.2.1.4 Site Plan

The Site Plan shall show all the site layout information necessary to field locate the building, walks, parking lots, and all other appurtenances to be constructed on the project. All site related work to be constructed will be located by dimensions. The Site Plan will identify all site related items such as: curbs, pavements, walks, plazas, bollards, trash enclosures, retaining walls, etc. in accordance with a standard legend sheet or with additional legends or notes. Site Plans shall be at a scale of 1 Inch = 20 Feet or 1 Inch = 40 Feet. Other drawing scales must be approved by the Omaha District. North arrows shall be oriented the same direction on all plan sheets and by all disciplines.

No existing or proposed contours shall be shown on this Plan. The Site Plan, prior to adding the dimensions, should serve as the base sheet to the other Plans, such as: Utilities Plan, Grading and Drainage Plans and Landscape Plan. The Site Plan shall show all existing physical features and utilities within and adjacent to the work site that will remain after the proposed construction has been completed. This plan will also show any free zones, construction limits, and storage areas. Whenever the Site Plan occupies more than one sheet of drawings, a Key Plan shall be included. Additional plans, showing specific areas of the site in smaller scales can be included if more detail is necessary.

1.2.1.5 Grading and Drainage Plan

A final grading and drainage plan shall be provided at the same scale as the site plan 1 Inch = 20 Feet or 1 Inch =30 Feet. Other drawing scales must be approved by the Omaha District. In addition to the requirements for the preliminary plan, the final plan shall show the final location of all storm drains, culverts, and subdrains. Storm drainage lines and structures shall be labeled. The rim elevation of all manholes, curb inlets, and area inlets shall be indicated.

SECTION 01 33 00.38 Page 5

1.2.1.6 Composite Utilities Plan

A Composite Utilities Plan shall be provided at a scale of 1 Inch = 20 Feet or 1 Inch = 30 Feet. Other drawing scales must be apporived by the Omaha District. New and existing utilities shall be indicated. Plans shall show layout of the new and existing storm drainage systems, gas systems, sanitary systems, electrical systems, communication systems, water systems, steam systems and any other utilities which need to be provided for. Include new and existing contours.

1.2.1.7 Road Profile

Provide centerline profile for new Road.

1.2.1.8 Grading Sections

The preliminary grading sections shall be revised as necessary. Provide grading sections at 100-foot intervals along Road.

1.2.1.9 Storm Drain Profiles

Provide profiles of all new storm drains, subdrains, and culverts showing new and existing grades, new and existing utilities, pavement sections in detail, pipe diameters and lengths, pipe slopes, invert elevations, etc.

Class and gauge of all storm drain, subdrain, and culvert pipes shall be provided. This information may also be included in Storm Drain and Subdrain Schedule drawings. Profiles of roof drain runout lines may or may not be provided, at the Contractor's discretion.

1.2.1.10 Drainage Structure Details

Provide typical details of all storm drainage structures. Unless otherwise directed, use Omaha District standard detail drawings. The use of alternate details shall be approved prior to the final design documents. A, B, C, and D dimensions of all storm drain and subdrain structures shall be shown. Dimensions may be shown on either the Storm Drain and Subdrain Schedules, profiles, or structure detail drawings.

1.2.1.11 Pavement Details

Provide details of concrete curb and gutter, integral curb, typical pavement sections, typical sidewalk section, pavement utility cut details, and interface detail between new and existing pavement. Concrete curb and gutter and integral curb shall conform to standard details provided, in RFP drawings.

1.2.1.12 Pavement Joint Layout Plans

Provide pavement joint layout plans with spot elevations at joint intersections for all new concrete roads, parking areas, and pavements.

Each type of joint shall be shown with a different symbol and a joint legend provided. Pavement joint layout plans shall be drawn at a scale of 1 Inch = 10 Feet or 1 Inch = 20 Feet. Under no circumstances shall pavement joint layout plan be combined with any other plans.

1.2.1.13 Concrete Pavement Joint Details

Provide concrete pavement joint details. Use Omaha District standard detail drawings whenever practicable.

SECTION 01 33 00.38 Page 6

1.2.1.14 Fence Details

Provide details of fence and gates. Use Omaha District standard detail drawings whenever practible.

1.2.1.15 SWPPP Site Map

Provide a site map indicating drainage patterns and approximate slopes anticipated after major grading activities, areas of soil disturbance, areas which will not be disturbed, locations of major structural and nonstructural erosion controls identified in the Storm Water Pollution Prevention Plan, locations where stabilization practices are expected to occur, locations of off-site material, waste, borrow or equipment storage areas, surface waters (including wetlands), and locations where storm water discharges to a surface water.

1.2.1.16 Erosion Control Details

Provide details of best management practices used to control erosion.

1.2.1.17 Site Furnishing Details

The Contractor shall provide designs and details as necessary for site furnishings and accessories.

1.2.1.18 Landscape Plan

A Landscape Plan showing trees, shrubs, ground covers, seeded and sodded areas, shall be prepared. The Landscape Plan shall be prepared by a fully qualified, experienced professional Landscape Architect. The A-E (Contactor's Designer) shall specify types of plant materials that are locally grown, commercially available and acclimated to the project environment. The Landscape Plan shall include a plant materials schedule or listing. This schedule shall include botanical names, common names, size, the method of planting and remarks. The Landscape Plan shall also show all unsurfaced ground areas disturbed by construction within the project limits with these areas shown to be seeded, sodded, or mulched as required.

1.2.1.19 Landscape Details

The Contractor shall verify the methods of planting to meet the project site/installation requirements and provide the necessary Landscape Details to perform the contract design work. Details shall reflect local practices and conditions for installation. The Contractor shall provide designs and details as necessary for other required site furnishings and accessories.

1.2.1.20 Planting Bed Grading and Drainage Plan

A grading and drainage plan shall be provided for all planting beds near the building that are adjacent to pavement. The plan shall show spot elevations for the planting bed final grades before mulch is added. The plan shall show the location, types and sizes for all drains, piping and sleeves required. All connections to storm drains and or ditches, invert and rim elevations shall be shown. All necessary details shall be provided.

SECTION 01 33 00.38 Page 7

1.2.1.21 Sprinkler Irrigation System Plan

Sprinkler irrigation plan shall designate the trees, shrubs, ground cover, and lawn area to be irrigated. Plan shall show head layout piping with sizes and all other corresponding components. All appropriate details are to be shown and calculations included. Provide flow and pressure requirements.

1.2.2 SPECIFICATIONS

Provide complete edited specifications for all items. Technical specifications shall be complete and fully coordinated with the drawings.

All specification indexes shall be completely edited to reflect the paragraphs retained in the body of the specification. All references that have not been used in the body of the specification shall be edited from the technical specification.

1.2.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall include the following:

1.2.3.1 References

Provide design references used in preparing the civil/site design.

1.2.3.2 Basis For Design

The Design Analysis should give the basis, specific goals, objectives and priorities for civil/site design of the project. Identify, explain and document use of design criteria and how the design meets goals, objectives and priorities. Identify the preferred site development concept.

Document stormwater pollution prevention measures and other environmental considerations made during design.

1.2.3.3 Grading

A narrative of the grading design and criteria used.

1.2.3.4 Drainage

A narrative of the drainage design and criteria used. Include information on the storm drain pipe materials selected and their ability to withstand earth dead loads and live loads that will be imposed.

1.2.4 Design Analysis Calculations

1.2.4.1 Storm Drainage System Calculations

Storm Drainage System Calculations shall include the following:

a. Drainage area map showing boundaries of each drainage area and respective drain inlet or culvert.

b. Storm run-off calculations for each drainage area.

c. Tabulation of capacities of new storm drains including: diameter and slope of storm drain pipes, design storm discharge and velocity for each storm drain pipe, maximum discharge capacity of each storm drain pipe, headwater depth of each culvert during design storm

SECTION 01 33 00.38 Page 8 discharge.

d. Hydraulic capacity calculations for each new curb and area inlet.

1.2.4.2 Pavement Calculations

Pavement thickness calculations for each pavement.

1.2.4.3 Sprinkler Irrigation System Design Parameters

A list of applicable criteria and/or design standards shall be provided.

This shall also include precipitation rates, pipe sizes and material and complete calculations of total flow and pressure requirements and head losses. A narrative description of the system including special requirements and drip systems shall be provided.

1.3 GEOTECHNICAL

See Structural Design Requirements.

1.4 WATER SUPPLY AND WASTEWATER

1.4.1 DRAWINGS

Generally, the corrected and approved 60 percent plans may be used as the basis for the final plans. However, all details necessary for complete construction must be included. The 100 percent final design submittal shall include all the information presented in the 60 percent submittal, updated to final design status, corrected to reflect any changes made in response to review comments, and shall include the additional requirements specified hereinafter. Any concerns in developing the final design documents shall be resolved prior to starting the final design stage.

1.4.1.1 Water Distribution and Sewage Collection Systems Plans (including building services)

Provide all existing utilities and above ground features, including sizes and material types, which may pose as an obstacle (i.e., water, sewer, gas, electrical, etc.) on the basic site plan layout. Indicate existing pipe material and sizes where new lines connect along with the type of connection and elevations of connections. Provide all new water and sewer lines with sizes. This will include all new service lines, up to within the 5-foot building line. Locations of all new manholes, fire hydrants, valves (including PIV's), similar appurtenances, connection points and etc. shall be provided. For pavement cuts, show type of pavement to be removed and replaced. Show contours on plan view. Include stationing on both plan and profile sheets.

1.4.1.2 Water Distribution and Sewage Collection Systems Profiles

Profiles of all gravity sewers, waterlines (excluding service connections) and sewage forcemains shall be provided. Profiles may be omitted for short waterlines, unless necessary to assure adequate cover or avoid interference with other underground facilities. Indicate existing pipe material and sizes where new lines connect. Indicate type of connection and elevation. Include all interference elevations.

SECTION 01 33 00.38 Page 9

1.4.1.3 Water Distribution and Sewage Collection Systems Details

Appropriate water and sewer details shall be provided. Use Omaha District standard detail drawings. The standard detail sheets will be furnished if required. For roadway pavement crossings, indicate installation method (open cut, boring, jacking, etc.). Include standard casing details.

1.4.2 SPECIFICATIONS

Specifications shall be coordinated with the plans and include all items.

Provide special sections to cover those subjects for which no UFGS guide specifications are used or available. These special sections shall include all approved changes from the 60 percent review stage. All UFGS guide specifications, to be provided, shall be in edited form showing all text to be deleted and added.

1.4.3 DESIGN ANALYSIS NARRATIVE

Design analysis shall include the following and all applicable data contained in the 60 percent design analysis narrative shall be repeated.

References shall not be made to the previous design analysis. The final design analysis shall be corrected to reflect changes in content made in response to review comments, and shall be expanded to reflect the completed design.

1.4.3.1 References

Provide design references used in preparing the water and wastewater design.

1.4.3.2 Water Supply and Distribution Systems

A narrative of the water supply and distribution systems design and applicable criteria used shall be provided. Include the peak and average domestic demands, the interior and exterior fire flow requirements and the available flow and residual pressures. A description of the water distribution system, and complete calculations necessary to support equipment, piping sizes, interior and exterior fire demands, and domestic demands, etc. shall be provided.

1.4.3.3 Wastewater and Sewers

A narrative of the wastewater supply design and applicable criteria used shall be provided. Include the average, diurnal peak, and extreme peak flows along with the full flow capacity (70% of the total depth) of the system. The design shall be in accordance with velocity requirements of UFC 3-240-07FA . A listing of allowable piping materials, and complete calculations necessary to support equipment and piping sizes shall be provided.

1.5 ARCHITECTURAL

1.5.1 DRAWINGS

The drawings shall be complete, include all necessary and required details, thoroughly checked, and fully coordinated with the technical Specifications and all other Construction Documents. Previous comments and applicable criteria changes shall have been incorporated into the design. Removal work and details should be shown on separate drawings.

SECTION 01 33 00.38 Page 10

The contract drawings shall fully describe the type and the scope of work required. The layout of individual sheets and the organization of the assembled set shall follow and communicate a logical sequence. General information shall be presented first, progressing to more detailed information. When assembling details, begin in the upper left-hand corner of the sheet with letters progressing to the right and down. When dimensioning, use arrowheads, not dots or slashes. Where major structural elements are included as parts of architectural detailing, do not indicate sizes. These elements must be fully defined in the structural design documents. See 60% Architectural drawing submittal requirements for drawing scales of remaining drawings to be submitted. Include all drawings from the 60% submittal plus all additional detail drawings required for complete 100% design. With the 100% submission, provide a stamped and sealed building code and life safety code analysis. The Fire Protection Engineer shall stamp and seal the life safety and building code plan. The Fire Protection Engineer shall slso submit a letter certifying the project in accordance with UFC 3-600-01. These shall include but not be limited to the following:

Interior Elevations and Detail s Door Details Window Details Louver Details Roof Details Stair Details Casework Plans, Elevations, and Details Wall Plan Details and Plan Details Fire Wall Details and Penetration Conditions Sealant Details Ceramic Tile Details Ceiling Details Stamped and sealed life safety and building code plan Letter of certification by the Fire Protection Engineer Control/Expansion Joint Details All Miscellaneous Details

1.5.2 SPECIFICATIONS

The technical specifications shall be complete and fully coordinated with the drawings. Special sections shall be prepared to cover those subjects for which no pattern guide specification is available. Notes to the Designer that accompany specifications shall be used in editing technical guide specifications. All specification indexes shall be completely edited to reflect the paragraphs retained in the body of the specification. All UFGS guide specifications shall be edited in accordance with Section

01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.5.3 DESIGN ANALYSIS NARRATIVE

The Design Analysis shall include the basic information presented in the previous submittal, corrected to reflect changes in content made in response to review comments. Outline specifications shall be omitted from the Final Design Analysis as the information is included on the final drawings and project specifications. The design analysis shall be written in the present tense.

1.5.4 DESIGN ANALYSIS CALCULATIONS

The Design Analysis calculations shall include the basic information

SECTION 01 33 00.38 Page 11 presented in the previous submittal, corrected to reflect changes in content made in response to review comments.

1.5.5 COMMON DEFICIENCIES

Some repeated errors have occurred in the preparation of design documents in the past. Subsequently these errors have been identified and the Contractor directed to make corrections. The work involved in such corrections becomes lost effort and time for the designer. Some of these errors which are most often overlooked include:

a. Not using correct abbreviations or terminology on the drawings.

Abbreviations must match what is used on the standard abbreviation sheet and terminology must match what is used in the standard technical guide specifications.

b. Not using the correct scales, north arrow designation, section cut system, or incomplete dimensioning on the drawings.

c. Not providing sufficient space for door operation hardware at doors which swing into a wall running perpendicular to the opening.

100 mm minimum is required between edge of door frame and perpendicular walls.

d. Not providing correct and complete Design Analysis information written in the present tense. The Design Analysis will be written following the format indicated herein. A separate Fire Protection section in the Design Analysis with input from all disciplines is one area which is often overlooked and shall be included.

e. Not providing a structural stoop at exterior doors where the slab is at the same approximate elevation as the interior floor. The use of simple slabs on exterior grade leads to lifting of the slab in below-freezing temperatures which interferes with the safe operation of the door.

f. Not correctly presenting or coordinating (to avoid interference) features of Fire Protection, Noise Control, and Physical Security.

g. Not correctly referencing and cross referencing building sections, wall sections, details, etc.

h. Failure to read/use technical notes in editing the Technical Guide Specifications.

i. Failure to coordinate all disciplines prior to submittal of projects for review.

j. Improper use of fire-retardant wood. Fire-retardant wood is combustible; its use in buildings that are of noncombustible construction is extremely limited (see IBC for the minor allowable uses). Because of the potential for severe degradation, fire retardant plywood shall not be used in a roof or roofing system, or in structural applications.

k. Incorrectly listing trade names in door hardware specifications in lieu of ANSI numbers and failure to correctly specify hardware finishes.

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l. Control joints in CMU walls and brick expansion joints in face brick are not shown on both architectural plans, elevations and structural plans, or are inconsistent. Note also control joint locating and coordination for floor tile per Tile Council of America recommendations.

m. Failure to delete all publications which do not apply to the particular project.

n. North is not oriented the same direction on all sheets (civil, site, arch).

1.6 INTERIORS

1.6.1 DESIGN ANALYSIS NARRATIVE

Updates as a result of the 60% review conference shall be made to the design analysis.

1.6.2 DRAWINGS

Updates required to the furniture footprint as a result of 60% review shall be incorporated into the drawings.

1.6.3 SPECIFICATIONS

Technical specifications shall be in final form for construction (in accordance with the requirements of Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES and shall include all changes requested during the 60% review stage. All specifications shall be completely edited and fully coordinated with the drawings to accurately and clearly identify the product, installation requirements, and testing methods for this facility.

1.6.4 COLOR BOARDS AND LEGENDS

Color boards shall show actual color samples of all proposed exterior and interior finishes. A color board legend shall accompany the boards and shall clearly identify all finishes. Clarification of finish placement shall be required when more than one color of a single finish is proposed. Color boards shall be 8 1/2" x 11" in size and be provided in a three ring binder. Include project name and location, design stage and date on the front cover and spine of the binder.

1.7 STRUCTURAL

1.7.1 DRAWINGS

Final drawings shall be complete, thoroughly checked, and fully coordinated with the other disciplines, specifications and all other construction documents. Previous comments and applicable criteria changes shall have been incorporated into the design. The drawings shall be complete with all plan views, elevations, sections, details, schedules, diagrams, and notes necessary for the construction of the project. For structural steel framing, the drawings shall meet the requirements for design drawings set forth in the AISC 350 AISC Specification for the Design, Fabrication, adn Erection of Structural Steel for Buildings. All structural steel members and connections shall be fully detailed. Design of structural steel connections shall be the responsibility of the

SECTION 01 33 00.38 Page 13 structural design engineer and shall not be delegated to the steel fabricator. For structural concrete, the drawings shall conform to the standards for engineering (design) drawings set forth in the ACI Detailing Manual ACI SP-66 . Additionally, those items described below which are applicable to the design shall be incorporated into the drawings.

Drawings shall be at a scale appropriate for the design, in no case however, shall plan type drawings be done at a scale smaller than 1/8" = 1'-0" or detail type drawings at scale smaller than 1/2" = 1'-0".

1.7.1.1 Grid Systems, Dimensions, and Floor Elevations

Each foundation and slab plan, floor framing plan and roof framing plan shall have an alpha-numeric grid system aligned with centerlines of any columns or pilasters, or with load bearing and non-load bearing walls, as applicable. The same grid system shall be used for all plan views. Each plan view shown shall have all necessary dimensions. On plan views, the dimensions shall define the location of grid lines, offsets, and all structural elements, as well as the overall sizes of the buildings and structure. The finish elevation of the floor shall be indicated as 100'-0", and elevations for all other roofs, floors, and foundations shall be numerically referenced to this basic elevation.

1.7.1.2 Plan Sheets

a. Foundation and Slab Plans

Foundation and slab plans shall show the size and location of all foundation elements, such as foundation walls, grade beams, piers, footings, piles, and pile caps, drilled piers, and foundation drains.

Elevations for footings, pile caps, and foundation drains shall be indicated on the plan. Plans for building slabs-on-grade and exterior stoop slabs at building entrances shall show location and type of joints, slab thicknesses and reinforcing, elevation of slab surfaces, and any other design features, such as drain trenches or equipment bases, which affect the slab design. Also, indicate if slabs are placed over a vapor barrier and capillary water barrier.

b. Framing Plans

Seperate framing plans shall be provided for each structural floor roof and all parts of the structure. Plans shall show the size, spacing, and location of all roof and floor framing members, their supporting columns, pilasters or walls, all auxiliary members such as bracing and bridging, sag rods and the size and location of all major openings through floors and the roof.

1.7.1.3 Elevation Views, Sections and Details Sheets

Elevation views, sections and details necessary to illustrate fully the design shall be provided. Some requirements peculiar to the various structural materials are described below.

a. Concrete

Drawings shall include elevation views as necessary, plus sections and details to show the outlines of concrete cross-sections, reinforcing bar arrangements, concrete cover for rebar, installation of embedded items, and joint construction. All lap splice and embedment lengths for reinforcing bars shall be clearly indicated on the drawings. A sill

SECTION 01 33 00.38 Page 14 detail for each foundation condition at exterior and interior doors shall be provided.

[*Am-1]

b. Masonry

Wall reinforcing shall be located and identified on plans, in section cuts, elevation views or in schedules. Structural elevations when needed shall be included to clarify the construction requirements for masonry reinforcement, especially the reinforcement around wall openings. Details applicable to the project shall be shown on the structural drawings.

Listed below are some frequently required masonry details, most of which are shown in UFC 3-301-01 , and on the Typical Masonry Sheets. The Typical Masonry Sheets will be provided to the successful offeror upon request and may be edited and incorporated into the final drawings as needed.

Additional details as required shall be extracted from other sources and incorporated into the final drawings. All details shall be fully edited to reflect the specific requirements of this project. Supplemental details shall be added as necessary to complete the design.

[**Am-1] Masonry Details Frequently Used

- Masonry Control Joint (MCJ).

- Brich Expansion Joint (BEJ) (

- Control Joint at Bond Beam.

- Bond Beam Corner Reinforcement.

- Seismic Reinforcement Around Wall Openings.

- Wall Reinforcement Details for l and/or 2 bar-per-cell stiffeners.

- Doweled or Other Connection of Masonry to Foundation, Floor, Roof or Bond Beam.

- Bond Beam (or Steel) Lintels and Bearing Details

- Lateral Support Detail for Top of Masonry Partition Walls.

(lateral support locations must be shown on framing plan sheets.)

- Steel Joist Bearing

c. Structural Steel, Steel Joists, and Steel Decking

Structural steel connections shall be fully detailed and shown on the drawings. The anchorage of beams, trusses, joists, and steel deck to walls or other bearings, and the extra framing or reinforcement required at deck openings shall also be detailed. Notes, details, or schedules on the drawings shall indicate the steel deck attachment method to be used, and shall give the size and spacing for perimeter, side lap, intermediate supports and end lap attachments. Welded connections shall be detailed using standard weld symbols illustrated in AWS D1.1/D1.1M . All applicable weld sizes, spacing, types, contours and finishes shall be shown.

1.7.1.4 Schedules

a. Foundation Schedules

Foundation schedules for the foudnation type selected shall be included, as applicable. The schedule shall include all pertinent information required for the foundation system being used.

b. Framing Schedules

For concrete framing, beam and column schedules shall conform to the requirements of the ACI SP-66 . For structural steel framing, provide a column schedule complete with design loads at splices, if any, and at

SECTION 01 33 00.38 Page 15 column bases.

1.7.1.5 Equipment Loads

All equipment loads which exceed 200 lbs and are not supported by concrete slab-on-grade shall be identified on the drawings by showing equipment locations, total weights, and reaction loads at support points.

1.7.1.6 Notes

a. Design Notes

Under the heading "Designer's Notes," the structural drawings shall contain notes which begin: "The structural design was prepared using the following data:". The data then listed shall include the structural loading criteria used for design, such as roof and floor live loads, snow load design parameters, wind speed and wind load design parameters, seismic design parameters vehicular loads, allowable soil bearing pressures (as recommended by the Final Foundation Analysis report, foundation design depth, design wind uplift pressures for steel joists and other data pertinent to future alterations. Also, to be listed are the ASTM designations and stress grades of the applicable structural materials: structural steel, masonry, cold-formed metal framing, concrete for each usage, reinforcing bars, welds, and bolts.

b. General Notes

Other notes, which direct the work to be performed, the materials to be used, etc., shall be grouped under the heading of "General Notes."

Included in these notes should be a description of the building's structural system, if necessary.

1.7.2 SPECIFICATIONS

Technical specifications for final design shall be prepared in accordance with the instructions provided in Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES, Paragraph 3.2 "Specifications".