W912QR22R0027-0005.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: RENEE BOOTH

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR22R0027 for Design-Build construction of Child Development Center (CDC) at Wright-Patterson Air Force Base, OH is hereby modified as follows:

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR22R0027

X 9B. DATED (SEE ITEM 11)

12-Apr-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jul-2022

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912QR

FACILITY CODECODE

EMAIL:TEL:

W912QR22R0027-0005

W912QR22R0027

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0005 CONTINUATION PAGE:

Solicitation W912QR22R0027 for Design-Build construction of Child Development Center (CDC) at Wright- Patterson Air Force Base, OH is hereby modified as follows:

a. The following Specification Sections have been revised and shall be replaced in entirety:

01 11 00 SUMMARY OF WORK

01 11 01 STATEMENT OF WORK CIVIL SITE

01 11 02 STATEMENT OF WORK ARCHITECTURE

01 11 06 STATEMENT OF WORK ELECTRICAL AND COMMUNICATION SYSTEMS

b. The following conceptual drawings in Appendix A have been revised and shall be replaced in entirety:

G-001 COVER SHEET

A-110 DIAGRAMMATIC FLOOR PLAN

c. Section 2-7 of Appendix G, Draft FC 4-740-14F, Criteria Documents, has been waived. (See 01 11 00, Summary of Work)

d. The following Appendix is being issued:

Appendix J Playground Equipment Information for Reference Only

e. The submission date is not extended and remains 9 August 2022 at 10:00 am ET. Acknowledgment of receipt of this amendment and proposals are due at that time.

(End of Summary of Changes)

491495 WPAFB CDC WPAFB, OH

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/11 Amendment 0005

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Project Location

1.1.3 Design Quality

1.1.4 Design Freedom

1.1.5 Demolition

1.2 GENERAL DESIGN REQUIREMENTS

1.2.1 Applicable Criteria

1.2.2 Specifications

1.2.3 Accessibility Requirements

1.2.4 Hazardous Materials Abatement

1.2.5 Permits

1.2.6 Installation Facility Standard

1.2.7 Facilities Criteria (FC): Air Force Child Development Centers

(Draft FC 4-740-14F)

1.2.8 Appendices

1.2.9 Antiterrorism and Force Protection

1.2.10 Sustainability

1.3 CONTRACT DRAWINGS

1.4 WORK RESCHEDULING

1.5 ADJACENT PROPRETIES UNDER CONSTRUCTION

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

1.6.2 Borrow, Excavation, Welding, and Burning Permits

1.7 VERIFICATION OF EXISTING UTILITIES

1.7.1 Capacity

1.7.2 Location of Underground Utilities

1.7.3 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 Amendment 0005

SECTION 01 11 00

SUMMARY OF WORK

08/11

Amendment 0005

PART 1 GENERAL

Provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analyses, sampling, testing, and verfication of existing field conditions as required for design and construction for this project to result in a complete and usable facility.

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work shall consists of the design and construction of a new Child Development Center at Wright Patterson AFB, OH. The project includes supporting infrastructure, site improvements, and incidental related work.

Refer to other sections of this Request for Proposal (RFP) for additional information.

Amendment 0004*********************************************************

Comply with the requirements contained in this RFP. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality. The objective of this solicitation is to obtain a single, durable and functional building complete and adequate for assignment as a Child Development Center. The building gross square footage is not to exceed 43,047 square feet(sf).

***********************************************************Amendment 0004

The project includes all spaces, interior and exterior, as depicted in Appendix A Diagrammatic Drawings and Facilities Criteria (FC) Air Force Child Development Centers (Draft FC 4-740-14F). Features include, but are not limited to, loadbearing exterior wall construction, site preparation, storm drainage, utilities, fire protection and detection, landscaping, parking and roadway extension, fencing, communication infrastructure, HVAC systems, plumbing, intrusion detection systems, and all other necessary support. Include comprehensive interior design services to develop the furniture package to be used by the Government to purchase and install furnishings.

1.1.2 Project Location

The work is located at the Wright Patterson Air Force Base (WP AFB). Refer to Appendix A Diagrammatic Drawings for additional detail.

1.1.3 Design Quality

The main objectives of this solicitation are to obtain a Child Development Center including associated site development within funds available, and to maximize design and materials quality. Design and materials quality is achieved through the integration of utility systems within the building and on the site, selection of building systems for low-cost maintenance

SECTION 01 11 00 Page 2 and operation, and an overall balance of aesthetics and functionality within the parameters provided herein.

1.1.4 Design Freedom

Requirements stated and illustrated in this RFP are minimums. Innovative, creative, or cost-saving proposals which meet or exceed these requirements are encouraged and will be considered during the design charette and design submittal reviews. The building and site drawings included in this RFP represent functional needs for the project. Floor plans provided in this RFP establish floor area requirements and spatial relationships to accommodate user function. Loadbearing walls with minimal or no interior columns are recommended for the structural system of CDC facilities. A concept plan for utilities and storm drainage in included with this RFP, but no complete design for utilities or storm drainage has been performed;

these are the responsibility of the Design/Build Contractor. Floor and site plans may change with Government approval to enhance design, comply with codes, incorporate options, include betterments, or support constructability.

1.1.5 Demolition

This project requires the demolition and removal of trees, vegetation, storm sewer pipes, and abandoned utilites.

1.2 GENERAL DESIGN REQUIREMENTS

1.2.1 Applicable Criteria

This contract shall comply with the most current versions of the references listed in Section 01 42 00 APPLICABLE CRITERIA. In the event of conflict among codes, standards, and other referenced documents, the most stringent shall apply.

1.2.2 Specifications

The technical specifications shall be developed from the Unified Facilities Guide Specifications (UFGS) by the Designers of Record. The Louisville District (LRL) versions of the UFGS shall be used in all cases where applicable. See LRL Section 01 03 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER AWARD for further technical specification preparation requirements.

1.2.3 Accessibility Requirements

The Child Development Center facility shall be fully accessible to physically disabled persons and shall conform to the ABA Accessibility Guidelines for Buildings and Facilities.

1.2.4 Hazardous Materials Abatement

Hazardous materials, including asbestos containing materials (ACM) are anticipated to be encountered during site demolition. The existing abandoned 6" diameter water mains are transite. Contractor must assume all transite piping to be removed is asbestos containing and follow all applicable safety and environmental regulations when working with this pipe unless tested and confirmed otherwise. Refer to specification 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB) for asbestos

SECTION 01 11 00 Page 3 removal requirements.

1.2.5 Permits

The contractor shall be responsible for preparing, filing, and paying for any fees required to obtain all necessary permits for the construction of this project.

1.2.6 Installation Facility Standard

Installation Facility Standard Wright Patterson AFB, OH (15 April 2021) includes detailed requirements for work on Wright Patterson Air Force Base. Verify use of most current version at time of solicitation. The facility will be located in Wright Patterson AFB Architectural District 7.

Amendment 0005**************************************************************

1.2.7 Facilities Criteria (FC): Air Force Child Development Centers (Draft

FC 4-740-14F)

Design the facility per FC 4-740-14F requirements for a Large Child Development Center (CDC).

The entirety of section 2-7 of FC 4-740-14F has been waived and shall not applicable to this project.

Amendment 0004**************************************************************

1.2.8 Appendices

Information provided in the Appendices is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Appendices are included and shall be used and strictly adhered-to in completing the design and construction of the project.

APPENDIX A DIAGRAMMATIC DRAWINGS

APPENDIX B FIRE PROTECTION

APPENDIX C CCTV REQUIREMENTS

APPENDIX D INTERIOR COLOR SCHEMES

APPENDIX E WPAFB HOT WORK PROGRAM

APPENDIX F GEOTECHNICAL INVESTIGATION

APPENDIX G CRITERIA DOCUMENTS

APPENDIX H WPAFB AICUZ STUDY

APPENDIX J PLAYGROUND EQUIPMENT INFORMATION FOR REFERENCE ONLY

***************************************************************Amendment 0004

***************************************************************Amendment 0005

1.2.9 Antiterrorism and Force Protection

Project design and construction shall comply with the Department of Defense Minimum Antiterrorism Standards for Buildings which is available on the internet at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 Unified Facilities Criteria (UFC) for UFC 4-010-01 . Mass notification systems shall be in accordance with UFC 4-021-01 .

The diagrammatic site and building design has been developed in general

SECTION 01 11 00 Page 4 accordance with AT requirements. Contractor shall continue to coordinate AT design with the Government throughout design and construction.

The Base ATO has determined that the Design Basis of Threat for this project. The CDC is an Inhabited Building.

Level of Threat: Low Level of Protection: Low

1.2.10 Sustainability

Refer to Sections 01 11 08 and 01 33 29.00 06 for Sustainability and Third Party Certification Requirements.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

1.4 WORK RESCHEDULING

Normal duty hours for work are from 0700 to 1630, Monday through Friday. Requests for additional work requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.5 ADJACENT PROPRETIES UNDER CONSTRUCTION

Amendment 0004**********************************************************

Coordinate with the Contracting Office Representative (COR) and Wright-Patterson Air Force Base on construction for other adjacent and concurrent projects. The adjacent projects are (1) Locust Street Relocation, (2) Visiting Quarters (VQ), and (3) Temporary Lodging Facility (TLF). The Locust Street Relocation construction is substantially complete.

The VQ and TLF projects have been designed but not yet constructed.

Dependent on awards and phasing of the other projects, there may be concurrent construction adjacent to the CDC site.

Coordinate with the contractor for the Locust Street Relocation project.

The Locust Street Relocation construction is substantially complete and is the primary access for this CDC project. There is a possibility that both projects will be under construction simultaneously. Coordinate schedules between the projects and bring issues to the Contracting Officer. The contractor is responsible for maintaining access to the CDC construction site. If any temporary access is constructed, coordinate with Wright-Patterson at project close out on whether temporary access roads should remain.

********************************************************Amendment 0004

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to

SECTION 01 11 00 Page 5 minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 30 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6.2 Borrow, Excavation, Welding, and Burning Permits

Amendment 0004**********************************************************

Refer to specification 01 11 01 STATEMENT OF WORK CIVIL SITE for information on borrow and excavation. A portion of the project site is located within the Huffman Retarding Basin and is subject to the Miami Conservancy District deed restrictions and Land Use Policy.

**********************************************************Amendment 0004

In accordance with NFPA 51B,(Standard for Fire Prevention During Welding, Cutting, and other Hot Work), a Hot Work Permit is effective for 24 hours.

WPAFB Fire Prevention Section issues daily permits, and a request must be made 24 hours in advance by calling 937-904-3157. Refer to Appendix H for Hot Hork PreCon Pamphlet v2021.pub and WPAFB Hot Work Program v2021.pdf documents

Post permits at a conspicuous location in the construction area.

1.7 VERIFICATION OF EXISTING UTILITIES

1.7.1 Capacity

Verify the capacity of all utilities serving the building prior to or during the design phase of the project through coordination with the utility providers. Upgrading the existing utilities outside of the limits of construction is not a part of this project, unless noted otherwise.

Upon discovery that existing utilities supporting the building have insufficient capacity, immediately inform the Contracting Officer's Representative.

1.7.2 Location of Underground Utilities

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 14 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations

SECTION 01 11 00 Page 6 to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.3 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01

STATEMENT OF WORK CIVIL SITE

01/19

PART 1 GENERAL

1.1 SITE PLANNING AND DESIGN

1.1.1 General

1.1.1.1 Conceptual Site Plans

1.1.1.2 Construction Limitations

1.1.1.3 Demolition

1.1.2 Anti-Terrorism and Force Protection

1.1.3 Site Structures and Amenities

1.1.3.1 Bicycle Rack

1.1.3.2 Outdoor Activity Areas

1.1.3.2.1 Outdoor Activity Area Design and Outdoor Play

Equipment Submittal

1.1.3.3 Barrier Gates

1.1.3.4 Freestanding Building Identification Sign

1.1.3.5 Pedestrian Emergency Evacuation Sidewalk Route Gathering

Points

1.1.3.6 Garbage Dumpster and Mechanical Equipment Enclosures

1.1.3.7 Visual Screening

1.1.4 Site Functional Requirements

1.1.4.1 Stormwater Management (SWM)

1.1.4.2 Erosion Prevention and Sediment Control

1.1.4.3 Vehicular Circulation and Parking

1.1.4.4 Sidewalks

1.1.4.5 Light Poles in Parking Lots

1.1.4.6 Bollards

1.1.4.7 Fencing

1.1.5 Site Engineering

1.1.5.1 Topographical Survey

1.1.5.2 Site Topographical Description

1.1.5.3 Geotechnical Condition

1.1.5.3.1 Subsurface Conditions Report

1.1.5.3.2 Geotechnical Evaluation Report

1.1.5.3.2.1 Design-Build (DB) Contractor

1.1.5.3.2.2 Cathodic Protection and Grounding Systems

1.1.5.3.2.3 Dewatering

1.1.5.3.3 Additional Borings

1.1.5.3.4 Soil Compaction and Foundation Excavation

1.1.5.3.5 Independent Testing

1.1.5.3.6 Capillary Water Barrier

1.1.5.4 Fire Flow Tests

1.1.5.5 Pavement Engineering and Traffic Estimates

1.1.5.5.1 Pavement Design

1.1.5.6 Traffic Signage and Pavement Markings

1.1.5.7 Utility Information

1.1.5.7.1 Utilities

SECTION 01 11 01 Page 1

1.1.5.7.2 Water Distribution System

1.1.5.7.3 Sanitary Sewer System

1.1.5.7.4 Gas Distribution System

1.1.5.7.5 Electrical

1.1.5.7.6 Telecommunications

1.1.5.7.7 Cable Television

1.1.5.8 Earthwork

1.1.5.8.1 Grading

1.1.5.9 Borrow Material

1.1.5.10 Excess Spoil Removal

1.1.5.11 Haul Routes and Staging Areas

1.1.5.12 Clearing and Grubbing

1.1.5.13 Landscaping

1.1.5.14 Turf

1.1.5.14.1 Satisfactory Stand of Turf

1.1.5.14.2 Maintenance During Establishment Period

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 01 Page 2

SECTION 01 11 01

STATEMENT OF WORK CIVIL SITE

01/19

Amendment 0005

PART 1 GENERAL

1.1 SITE PLANNING AND DESIGN

1.1.1 General

The project site is located at Wright-Patterson Air Force Base.

1.1.1.1 Conceptual Site Plans

See Appendix A Conceptual Drawing Set for conceptual site plans.

1.1.1.2 Construction Limitations

Coordinate with Wright-Patterson Air Force Base on construction phasing coordination for other adjacent and concurrent projects. The adjacent projects are (1) Locust Street Relocation, (2) Visiting Quarters (VQ), (3) Temporary Lodging Facility (TLF). Refer to the conceptual site plans within Appendix A for further construction limitations.

Amendment 0004*********************************************************

Coordinate and obtain the latest adjacent project statuses, design documents or as-built conditions that affect the CDC design. Design the CDC to the most current site conditions.

*********************************************************Amendment 0004

1.1.1.3 Demolition

Refer to the conceptual demolition plans within Appendix A Conceptual Drawing Set. Reference Appendix F for a preliminary geotechnical report with information regarding subsurface conditions expected at the construction site. Refer to Appendix A , Concept Demolition Plans for demolition requirements and recycling or disposal requirements.

Demolition includes, but is not limited to, trees, vegetation, storm sewer pipes, and abandoned water, sewer, and electric utilities. General buried construction debris and portions of concrete foundations and footers associated with the previously demolished residential housing may be present at the site. All abandoned utilities, debris, and concrete foundations and footers under the proposed building footprint and proposed outdoor play areas must be removed. All abandoned utilities, debris, and concrete foundations and footers underneath proposed pavement areas must be removed, except when abandoned utilities are filled with grout and capped when approved by the contracting officer and where removal is infeasible. In other areas, remove abandoned utilities, debris, and concrete foundations and footers as encountered during construction. P rovide structural fill as required.

SECTION 01 11 01 Page 3

Hazardous materials, including asbestos containing materials (ACM) are anticipated to be encountered during demolition. The existing abandoned 6" diameter water mains are transite (asbestos cement). Assume all water main piping is asbestos containing and follow all applicable safety and environmental regulations when working with this pipe unless tested and confirmed otherwise. Refer to specification 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB) for asbestos removal requirements. Refer to the conceptual demolition plans in Appendix A for abandoned water main locations.

1.1.2 Anti-Terrorism and Force Protection

The site must be designed to be compliant with Unified Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

1.1.3 Site Structures and Amenities

1.1.3.1 Bicycle Rack

Provide a bicycle rack near the facility. Comply with site specific criteria and coordinate with the Base CDC Director to place the bicycle rack in the appropriate location. Provide in accordance with UFC 3-201-02.

1.1.3.2 Outdoor Activity Areas

(a) Provide outdoor activity areas for the age groups associated with each area. Design grading, drainage, accessibility, fencing, and utilities to be compliant with FC 4-740-14F.

(b) Play Equipment. Design playground equipment to comply with the standards listed in FC 4-740-14F.

(c) Shade. Provide each age specific activity area with a structure or structures to provide shelter from the sun and inclement weather in accordance with the requirements of FC 4-740-14F.

(d) Surfaces. Provide surface materials for use zones, wheeled toy pathways, other hard surface areas, general areas, and accessibility pathways in accordance with the requirements of FC 4-740-14F.

Amendment 0005************************************************************

(e) Storage. Provide an enclosed, weather-tight, vandal-proof storage shed in each activity area, except for the infant activity areas, in accordance with the requirements of FC 4-740-14F.

1.1.3.2.1 Outdoor Activity Area Design and Outdoor Play Equipment Submittal

Provide a separate design submittal package for the Outdoor Activity Area Design and Outdoor Play Equipment. A Final (100%) Outdoor Activity Area and Outdoor Play Equipment Submittal shall be submitted two weeks (2) after the Interim (65%) Design Submittal for the project. Provide a Corrected Final Outdoor Activity Area and Outdoor Play Equipment Submittal for acceptance two (2) weeks after the Final (100%) Design Submittal for the project.

*************************************************************Amendment 0005

SECTION 01 11 01 Page 4

1.1.3.3 Barrier Gates

Amendment 0004**************************************************************

Install a remote operated barrier gate in accordance with the requirements of FC 4-740-14F at the drop-off lane access points; entrance and exit, service drive access points; kitchen and mechanical, and fire/emergency access points a minimum of 82 feet away from the face of the facility.

Alternate forms of access control may be required by Base. Provide barrier gates from the latest approved vehicle barrier list from the Omaha District Protective Design Center DOD Anti-Ram Vehicle Barrier List located at https://www.nwo.usace.army.mil/About/Centers-of-Expertise/ Protective-Design-Center/PDC-Library/.

**************************************************************Amendment 0004

1.1.3.4 Freestanding Building Identification Sign

Provide an exterior freestanding building identification sign in accordance with the Installation Facility Standard. Coordinate with the installation for sign contents and the submittal to the Architectural Review Committee (ARC) for sign review and approval.

1.1.3.5 Pedestrian Emergency Evacuation Sidewalk Route Gathering Points

Provide gathering points/pads with closest edge a minimum of 75 ft. away from any exit door from the facility on the facility for fire/emergency evacuation. Provide evacuation sidewalk routes to gathering points from the main entrance, corridor exits, activity room exterior doors and outdoor play environment personnel gates. Provide evacuation routes constructed of level Portland concrete. Do not block evacuation sidewalks with gates, buffers, portable items, shade structure, or barriers of any kind. Provide door and gate swing accessing the evacuation sidewalk in the direction of egress travel. Do not consider evacuation sidewalks located in outdoor play environments as part of the required square footage of the outdoor play environments. Do not cross emergency vehicle access drives, service access drives, parking lots, or streets with evacuation routes.

Provide a paved connection from the evacuation pad to a public way where children can be picked up in a vehicle. The paved connection can be an asphalt or concrete surface. Provide a minimum of 44 inch curb cut at any connection to a public way to ensure wheeled crib vehicles can exit. Do not place evacuation pads adjacent to parking stalls or sidewalks without parking blocks. Do not deadend evacuation pad into a grass area. Do not locate the evacuation pad or evacuation sidewalk within 30 ft. of a utility such as manholes, inlets, mechanical units, or electrical boxes.

Provide the evacuation sidewalk with a minimum of 5 ft. width and 10 ft.

center of line radius to accommodate evacuation cribs. Provide a minimum of 44 in. curb cuts to allow for crib evacuation. Size the gathering points in accordance with FC 4-740-14F.

1.1.3.6 Garbage Dumpster and Mechanical Equipment Enclosures

Refer to Appendix A , conceptual site plan for dumpster and mechanical equipment locations.

(a) Dumpster Enclosures. Coordinate with Installation for sizing of the dumpster(s) and associated elements of the enclosure. Coordinate bollard

SECTION 01 11 01 Page 5 requirements, door opening width and door swing. Design the pavement structure and access requirements in accordance with FC 4-740-14F Section 3-7.3.3. Provide space at dumpster areas for recycling receptacles.

Coordinate with Installation on recycling receptacle types, sizes and access requirements and provide space at dumpster areas to accommodate them. Locate trash and recycle dumpsters to be accessible to kitchen and service areas. Maintain a minimum of 82 feet between the dumpsters and the CDC Facility.

1.1.3.7 Visual Screening

Provide visual screens for dumpster and mechanical equipment. Provide visual screens in accordance with ATFP requirements. Design to be compliant with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings. Enclosures must comply with the Installation Facility Standard and be constructed in accordance with paragraph 3.1.1 of specification 01

11 02 STATEMENT OF WORK ARCHITECTURE.

1.1.4 Site Functional Requirements

Design and construct the project site in accordance with UFC 3-201-01 Civil Engineering. Design extents are bounded by Spruce Way on the East, the proposed relocation of Locust Street on the South, and the proposed VQ and TLF projects on the West. Do not alter or conflict with the proposed site features and site drainage design of the other proposed projects.

Provisions for future expansion of the site are not anticipated.

1.1.4.1 Stormwater Management (SWM)

(a) Design and construct the stormwater drainage and management system in accordance with the latest versions of UFC 3-201-01 Civil Engineering, UFC 3-210-10 Low Impact Development, FC 4-740-14F Draft Design: Air Force Child Development Center, 07 July 2015, and state and local requirements, and applicable criteria required by Section 01 11 08 of this RFP. The designer of record must be responsible to investigate all requirements and ensure design compliance.

(b) Design of the stormwater management system must incorporate the principles of Low Impact Development (LID), as explained in UFC 3-210-10 Low Impact Development (latest). The design must maintain or restore to the maximum extent technically feasible, the predevelopment hydrology of the site with regard to temperature, rate, volume, and duration of flow in accordance with Section 438 of the Energy Independence and Security Act of

2007 (EISA 2007).

(c) The concept site plan illustrates potential locations of storm water management areas. The designer of record must determine and design drainage flow patterns, conveyances, and control structures. The designer of record must select and design exact types, locations, and sizes of all stormwater best management practices. The designer of record must be responsible to investigate and obtain all necessary information including appropriate soil infiltration tests and borings to develop the detailed design. The final design must be justified with adequate analysis and support documentation.

(d) The designer of record must provide a post-construction stormwater management plan report which, at a minimum, includes the following:

1. Pre- and post-development hydrologic analysis.

2. Identification of pollutants of concern.

SECTION 01 11 01 Page 6

3. Identification of pollution prevention measures.

4. Identification of permanent controls that provide water quality .

treatment and reduce stormwater runoff rate and volume.

5. Long-term operation and maintenance procedures for all stormwater system components.

6. As-built site plans, grading plans, and stormwater system details.

(e) References:

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-201-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-210-10 https://www.wbdg.org/ffc/epa/criteria/epa-841-B-09-001 https://www.epa.ohio.gov/dsw/storm/rainwater

1.1.4.2 Erosion Prevention and Sediment Control

(a) The Contractor must develop and implement a Stormwater Pollution Prevention Plan (SWPPP). The SWPPP must be prepared in accordance with and meet the intent of the latest version of the National Pollutant Discharge Elimination Systems Permit (NPDES). The plan must be submitted to the Contracting Officer’s Representative to be reviewed by the Base Civil Engineering Squadron. The Contractor must implement, maintain, and update the SWPPP, as required, throughout the project until a Notice of Termination for permit coverage is submitted upon final stabilization of the project site. The Contractor must maintain a copy of the SWPPP on-site at all times during construction and must make the plan and all supporting documents and reports available for inspection upon request by the Government and/or Regulatory Agency. Upon completion and acceptance of the SWPPP the contractor must complete and submit a Notice of Intent (NOI) to the NPDES Stormwater Notices Center to obtain permit coverage. The Contractor must clearly define the requirements for the NPDES permit.

Site plans must conform to the applicable requirements of an NPDES permit by incorporating designs that control runoff and erosion. The Contractor must include with the NOI the appropriate processing fee payable to the Ohio EPA. No site work will commence until the NOI has been submitted and accepted by the State. A copy of the NOI and a brief description of the project must be posted at the construction site in a prominent place for public viewing.

Upon satisfactory completion of final stabilization of the project site and acceptance by the Government, the Contractor must submit a Notice of Termination of permit coverage to the Ohio EPA.

(b) Design Requirements:

Storm Water Pollution Prevention Plans (SWPPPs) meet requirements of Section 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB) and the Ohio NPDES Construction General Permit as applicable.

(c) Be aware of any Wetlands, Sinkholes, or Class V Injection Well that may be associated with this project. Do not discharge any storm water off the installation on to private land owners. Install and maintain all erosion and sediment control devices.

(d) References https://www.epa.ohio.gov/dsw/permits/GP_ConstructionSiteStormWater

SECTION 01 11 01 Page 7

1.1.4.3 Vehicular Circulation and Parking

Refer to the conceptual site plans within Appendix A.

The required parking is a minimum of 130 spaces. The Concept Site Plan shows 133 parking spaces. Per the Architectural Barriers Act (ABA) Accessibility Standards (https://www.wbdg.org/FFC/USAB/ABAstandards.pdf), a total of 5 spaces are to be handicapped accessible. Provide all handicapped accessible spaces and access routes. The number, dimensions, grading and accessible routes must conform to ABA design guidelines.

Install truncated domes where accessible routes cross traffic lanes. Color of truncated dome panels to be as approved by the Base Civil Engineer (BCE). Design POV parking spaces in accordance with SDDCTEA Pamphlet 55-17. Parking space striping must have white lines. Design all handicap POV parking lots (where applicable in the facility specific requirements) to meet the ABA Accessibility Standards for accessible parking spaces.

Provide angled parking for the parent parking lot. Design each parent parking space to discharge directly onto sidewalk that is connected to the main entry sidewalk to eliminate the need to cross drive aisles to enter the CDC Facility. Orient parent parking for one-way travel. Accommodate easy return to parking areas for circling. Maximize the parking on the building-side of the drive to reduce the conflict between vehicles and children. Do not designate the minimum required parent parking spaces for handicapped, energy efficient, or other uses. Do not change the parking space size in parent parking lot to accommodate LEED requirements; compact parking spaces are not permitted. Provide sidewalk access to the base sidewalk system.

Separate staff parking from parent parking. Staff parking can be configured for 90-degree parking. Provide parking blocks where adjacent sidewalk will be used for emergency evacuation routes. Provide sidewalk access to the facility and the base sidewalk system.

Amendment 0004**************************************************************

Meet heat island effect mitigation requirements for site hardscape as required by UFC 3-201-02 paragraph 2-6.12.

**************************************************************Amendment 0004

Provide a one-way dedicated bus drop-off/pick-up lane. Locate the drop-off lane to be directly adjacent to the main building entrance and design direction of travel to accommodate exit from passenger side of vehicle such that passengers are not required to pass in front of or behind the vehicle to access the entrance walk. Do not use drop-off lane for temporary or permanent parking by parent vehicles or personal staff vehicles. Drop-off lane is for base vehicle use only. Depart the drop-off lane from the main vehicular circulation. Do not route the bus path through the parent parking area. Provide a minimum 25 foot width for the bus lane.

Provide signage and pavement markings to direct and control traffic patterns, reduce conflicts, and show one-way travel for vehicles. Provide pavement markings and signs in accordance with the Manual on Uniform Traffic Control Devices (MUTCD).

SECTION 01 11 01 Page 8

Provide service access drives for maintenance and delivery vehicles separated from public areas. Verify the size of required service vehicles and dumpster pad prior to planning and designing the service access areas.

Service and delivery vehicle access drives must take into account needs to deliver food to the kitchen, occasional supplies to the facility, and provide access to major mechanical equipment pad. Provide a service apron for kitchen and mechanical access. Do not locate service access through or in outdoor play environments. Design the geometry of the kitchen access drive to accommodate the largest semitrailer truck allowed by state and local standards. Design the geometry of all other drives to accommodate the needs of Base specific vehicles. Provide a back-up spur for drives that exceeds 100 feet in length. Screen service area by natural or artificial means from view from pedestrians, vehicles, and the outdoor play environment.

Emergency Vehicle Access. The ground access surface must accommodate all Fire Department Trucks and Emergency Vehicles in accordance with all applicable criteria. Provide drive through circulation that minimizes the need for turning trucks around within the site boundary to the maximum extent possible. Maintain a 33-foot clear zone buffer for emergency vehicles, designed to prevent other vehicles from entering the AT/FP standoff to the building.

Provide ladder vehicle access as a minimum to two sides of each facility and a minimum of three sides of all sleeping quarters to accommodate the Fire Department's trucks and emergency vehicles.

Design for the Fire Department's heaviest vehicle, 81,000 lbs. The ladder truck is 48' long, 10' wide, 12' high, 20' wheelbase, and 18' wide when the outriggers are deployed. Design fire lanes with a minimum 20'-0" clear width. Verify requirements with the Fire Department and ensure that the base is prepared to completely support the required loads.

1.1.4.4 Sidewalks

Maintain a functional system of walks connecting operational areas, parking areas, streets, and other walks as pedestrian traffic demand.

Connect the building to the base sidewalk system. Connect parent and staff parking lots to the facility entrance and the base sidewalk system.

Provide sidewalk for emergency evacuation. Provide sidewalks for access to exterior mechanical, electrical, communication, and other service rooms.

Provide sidewalks immediately in front of or beside any designated parking areas to eliminate the need for a child to walk behind a parked car to gain access to the building. Connect this sidewalk directly to the main entry sidewalk for direct access to the facility entrance. Do not designate outdoor play environment sidewalks to be used for main facility ingress and egress. Meet accessibility requirements for sidewalks and ramps serving facilities that are to be accessible to and usable by the physically handicapped. At the main entry, provide an electronic push button for opening and closing of the doors. Do not locate any utility aboveground or surface features such as manholes, inlets, mechanical units, or electrical boxes adjacent to sidewalks intended for use and or may be used by children. Provide minimum sidewalk width and curb cuts in accordance with FC 4-740-14F.

1.1.4.5 Light Poles in Parking Lots

Light poles in parking lots must be founded on concrete foundations that

SECTION 01 11 01 Page 9 extend above the pavement surface for the purpose of protecting the light poles from vehicle impacts. The light pole foundation height above the pavement surface must be 30 inches minimum.

1.1.4.6 Bollards

Provide concrete-filled, galvanized steel pipe bollards to protect any buildings, equipment, transformers, meters, etc. located within 3 feet of roadways, drives, and parking areas. Provide galvanized bollards used to protect buildings and other structures from vehicle impacts with at least 6 inches in diameter. Comply with bollard requirements from the Installation Facility Standard, type "Building Protection, Steel".

1.1.4.7 Fencing

Provide chain link fencing around the perimeter of the entire outdoor activity area, perimiters of age-specific outdoor activity areas, and stormwater basins when applicable. Design fence types, heights, posts, and gates in accordance with FC 4-740-14F.

Amendment 0004**************************************************************

The following items clarify required dimensions from FC 4-740-14F: Enclose the perimiter of the entire outdoor activity area with a 6 foot high fence. Around the perimeter of the entire outdoor play environment, embed fence posts, gate posts, and bottom of the fence to a depth of 3 inches into a 12 inch wide PCC curb.

**************************************************************Amendment 0004

1.1.5 Site Engineering

1.1.5.1 Topographical Survey

A three dimensional digital topographic survey of the site has been prepared by the Government and included as part of this contract. Utility features illustrated in the provided survey are from visual observations on-site; refer to Appendix A Conceptual Drawing Set for survey information. Verification of location of utilities is the responsibility of the Contractor. Bring discrepancies which are found in the Government furnished survey to the immediate attention of the Government for clarification. The survey provides control points based on state plane coordinates and identifies horizontal and vertical datums. Use the control points provided to develop the design and control construction.

1.1.5.2 Site Topographical Description

The site is generally flat graded, and is vegetated with grass and large trees. The site was previously a residential development with single family housing that was demolished around 2010.

1.1.5.3 Geotechnical Condition

See Appendix F for a preliminary geotechnical report.

SECTION 01 11 01 Page 10

1.1.5.3.1 Subsurface Conditions Report

A preliminary subsurface report has been prepared to characterize the subsurface conditions at the project site and is located in Appendix F.

The report provides a general overview of the soil and geologic conditions with detailed descriptions at discrete boring locations. The Contractor's team must include a licensed geotechnical engineer to interpret the report and develop earthwork and foundation requirements and design parameters on which to base the Contractor's proposal. Foundation type, pavement and earthwork requirements on which the Contractor's bid is based must be presented in his proposal. In addition, provide a resume of the geotechnical engineer. Subsequent to award, the Contractor is required to perform and provide a complete geotechnical exploration of the proposed site to develop the final design. The geotechnical exploration must be performed under the direction of a licensed professional engineer with at least 10 years experience specializing in geotechnical engineering. This exploration must be the full responsibility of the Contractor and detailed requirements are outlined below. The resume of the Contractor's geotechnical engineer must be submitted to the Government for approval prior to the start of the geotechnical exploration/design. It is possible that site specific subsurface conditions encountered by the Contractor will differ from those appended herein. Therefore, it is the responsibility of the Contractor to establish a meeting with the COR subsequent to completion and evaluation of his site specific geotechnical exploration to outline any differences encountered that are not consistent with the information provided herein. Should those differences require changes in the foundation type, pavement and earthwork requirements proposed with the bid that result in more cost, these differences must be clearly outlined for the meeting.

1.1.5.3.2 Geotechnical Evaluation Report

A final geotechnical evaluation report must be prepared by the Contractor's licensed geotechnical engineer and submitted along with the first foundation design submittal. This report must summarize the subsurface conditions; provide requirements for the design of appropriate foundations, floor slabs, retaining walls, embankments, and pavements. The Contractor's Geotechnical Report must specify the type foundation system to be used, lateral load resistance capacities for foundation systems, allowable bearing elevations for footings, grade beams, slabs, etc. An assessment of post-construction settlement potential including total and differential must be provided. Requirements regarding lateral earth pressures (active, at-rest, passive) to be used in the design of retaining walls must be provided. The report must include the required spectral accelerations and Site Class for seismic design along with an evaluation of any seismic hazards and requirements for mitigation, if necessary.

Calculations must be included to support the requirements for bearing capacity, settlement, and pavement sections. Supporting documentation must be included for all required design parameters such as Site Class, shear strength, earth pressure coefficients, friction factors, subgrade modulus, California Bearing Ratio (CBR), etc. In addition, the report must provide earthwork requirements, expected frost penetration, expected groundwater levels, requirements for dewatering and groundwater control, possible presence of any surface or subsurface features that may affect the construction of the project such as sinkholes, boulders, shallow rock, old fill, old structures, soft areas, or unusual soil conditions.

SECTION 01 11 01 Page 11

1.1.5.3.2.1 Design-Build (DB) Contractor

The Design-Build (DB) Contractor and the professional geotechnical engineer consultant must certify in writing that the design of the project has been developed consistent with the Contractor's final Geotechnical Report. The certification must be stamped by the consulting professional geotechnical engineer and must be submitted with the first design submission. If revisions are made to the initial design submission, a new certification must be provided with the final design submission.

1.1.5.3.2.2 Cathodic Protection and Grounding Systems

The report must include pH tests, salinity tests, resistivity measurements, etc., required to design corrosion control and grounding systems. The raw field data must be provided in the report. The Contractor must design all corrosion control and grounding systems required for the project.

1.1.5.3.2.3 Dewatering

The report must determine project dewatering requirements. If temporary construction dewatering is required due to a high water table, the Contractor must prepare and execute a dewatering plan. The Contractor must be responsible for securing all the required information necessary for the design of the system.

1.1.5.3.3 Additional Borings

Any additional borings must be sampled with a splitspoon sampler in accordance with American Standard Testing and Materials (ASTM) D-1586, with samples visually classified at 1.5 foot intervals in accordance with the Unified Soil Classification System (ASTM D 2487). The depth to water must be recorded. Standard Penetration Blow counts must be recorded. A dated drilling log must be provided for each boring drilled. Soils information obtained from field logs, laboratory tests and geologist's logs must be presented on the contract drawings in the form of boring plan, final boring logs and explanatory notes.

1.1.5.3.4 Soil Compaction and Foundation Excavation

Soil Compaction must be achieved by equipment approved by a professional geotechnical engineer. Material must be moistened or aerated as necessary to provide the moisture content that must readily facilitate obtaining the compaction specified with the equipment used. Each layer of fill placement must be no greater than 8 inches thick.