W912QR22R0027-0009.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 3

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

06-Oct-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:

W912QR22R0027-0009

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:

AMEND 0009 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 01 STATEMENT OF WORK CIVIL

01 11 04 STATEMENT OF WORK STRUCTURAL

b. Responses to inquiries are enclosed herein. See “Questions & Answers” section.

c. The submission date is not extended and remains 11 October 2022 at 4:00 pm ET. Acknowledgment of receipt of this amendment and proposals are due at that time.

W912QR22R0027

QUESTIONS & ANSWERS

Questions & Answers (Responses to RFIs received via email after Amendment 0008)

1. Amendment 0008, Section 01 11 04, para. 1.3.11.1 added language that states the intent is to use “standard bar joist or cold-formed metal roof spaced at approximately 4’ on center with metal deck, as indicated in Table C-5 Conventional Construction Parameters”. UFC 4-010-01, Table C-5 specifically states that only “K and LH joists with Metal Deck” are considered conventional construction. The use of cold-formed metal would require SBEDS analysis as added in Amendment 0007. Please clarify the use of K or LH joists

vs. cold-formed metal framing and applicability of UFC 4-010-01 Table C-5.

a. Please refer to Amendment 0009.

2. Amendment 0008, Section 01 11 01, para. 1.1.2 added the following “For bidding purposes, the measured standoff distance between the conceptual location of the CDC building and the installation perimeter is 494 feet per UFC 4-010-01 paragraph 3-2”. Please clarify if this should be the standoff distance used for UFC 4-010-01, para. B-2.1. The distances in para. 3-2 are not dependent on an explosive charge.

a. Bid as shown.

3. Amendment 0008, Section 01 11 01, para. 1.1.2 added the following “For bidding purposes, the measured standoff distance between the conceptual location of the CDC building and the installation perimeter is 494 feet per UFC 4-010-01 paragraph 3-2”. This contradicts drawings CS103 through CS106 which show a 75’ and 82’ setback per UFC 4-010-01 and FC 4-740-14F. Please clarify the setback distance.

4. Again, please confirm the distances that the ATFP cases in RFP Section 01 11 04, para. 1.3.11.1 are to be considered at: 75-feet/82-feet or 494-feet.

5. Per 01 42 00, 1.1 Order of Precedent, and paragraph 3.3.6 of 01 11 02, Lockers are not part of this contract. However, in Amendment 8, you indicate that the cost for the Staff Lockers should be included in Option 1. If you want something other than the design of the lockers included in this contract, you will need to change paragraphs 3.3.6 of 01 11 02 and paragraph 3-3.3.1.10 of the Facilities Criteria, which state respectively: “Lockers are not included in this contract” and “Lockers are considered to be non-RPIE and cannot be included as part of the MILCON contract.” Please reference Projnet questions 0933030 and 9821083 addressing this same issue.

(End of Summary of Changes)

491495 WPAFB CDC WPAFB, OH

SECTION TABLE OF CONTENTS

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

1.1.3.8 Tricycle Storage

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

SECTION 01 11 01 Page 1 Amendment 0009

1.1.5.7.1 Utilities

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 0009

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.

Hazardous materials, including asbestos containing materials (ACM) are

SECTION 01 11 01 Page 3 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.

**********************************************************Amendment 0009 **********************************************************Amendment 0008

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. (text deleted)

Amendment 0008********************************************************** Amendment 0009**********************************************************

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

Design and provide outdoor activity areas according to the bid structure as described in specification 01 11 00 SUMMARY OF WORK and Price Breakout Schedule. The components of the outdoor activity areas are listed as follows.

***********************************************************Amendment 0008

(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.

Amendment 0006**********************************************************

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

***********************************************************Amendment 0006

(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**********************************************************

SECTION 01 11 01 Page 4

(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

1.1.3.3 Barrier Gates

Amendment 0006************************************************************ Amendment 0004************************************************************

Install a remote operated barrier gate in accordance with the requirements of FC 4-740-14F, Wright-Patterson AFB IFS section B03.2 and UFC 4-022-03, 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.

************************************************************Amendment 0004 ************************************************************Amendment 0006

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

SECTION 01 11 01 Page 5 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 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.

Amendment 0008********************************************************* Amendment 0006*********************************************************

1.1.3.8 Tricycle Storage

This section serves to clarify requirements for the "Tricycle Storage" as required by the Appendix C Equipment Matrix of FC 4-740-14F. For bidding purposes, design and provide permanent tricycle storage structures within the outdoor play environments at the rate shown in the table below.

Storage structures must have a roof/valance and three sides that must be made of heavy duty, durable, weather resistant, toxin free, recycled plastic panels that includes strengtheners and UV stabilizers. Height and materials shall be adequate to protect the tricycles from the elements.

All hardware and fasteners must be stainless steel. The DOR must confirm tricycle storage requirements with the user before designing.

Table 1-0 Play Environment Tricycle Storage Requirement

Infant None

Pre-Toddler 6 tricycles

SECTION 01 11 01 Page 6

Play Environment Tricycle Storage Requirement

Toddler 6 tricycles

Pre-School 6 tricycles

***********************************************************Amendment 0006 ***********************************************************Amendment 0008

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.

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.

SECTION 01 11 01 Page 7

(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

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)

SECTION 01 11 01 Page 8

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).

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

SECTION 01 11 01 Page 9 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 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

SECTION 01 11 01 Page 10 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.

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

SECTION 01 11 01 Page 11 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.

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, SECTION 01 11 01 Page 12 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. Compact each layer to not less than the percent of maximum density specified in Table 1-1, determined in accordance with ASTM D-1557.

Table 1-1 Site Element Soil Compaction

Foundations 95%

Concrete Work and Pavements 95%

Landscaping 85%

Retaining Wall Backfill 85 - 90%

Storm Water Management Area Do not compact

The requirements must be verified or modifications recommended by the Contractor's consulting professional geotechnical engineer in the report whenever engineering, soils or climatic factors indicate the necessity.

Any modifications to the stated compaction requirements must require approval from the COR.

Subgrade suitability (by proof rolling operations), fill placement, and compaction operations must be observed and tested on a full time basis by a qualified independent testing agency as directed by the Contractor's geotechnical engineer. In-place field density must be verified in

SECTION 01 11 01 Page 13 accordance with the design-phase geotechnical recommendations and appropriate ASTM methodologies. The rate of in-place field density testing must be specified in the earthwork specification. Representative Optimum Moisture and Laboratory Maximum Density Tests must be made for each type of material or source of material. Upon completion of all earthwork, the contractor's geotechnical engineer must certify in writing that the fill was placed in accordance with the design-phase geotechnical recommendations and provide the backup data including but not limited to:

Proctor curves (moisture/density relationship), moisture content test results, Atterberg limits, field density checks, sieve analysis, etc.

Testing locations and elevations for all results must be documented so that their location can be substantiated and relocated if necessary. The Contractor's QC plan must detail these testing requirements and outline the plan to report the testing results.

During construction, all foundation excavations must be inspected and approved by the Contractor's geotechnical engineer prior to placing concrete.

1.1.5.3.5 Independent Testing

A qualified independent testing agency, provided by the Contractor, must observe and test subgrade suitability (by proof rolling operations), fill placement and compaction operations on a full time basis as directed by the Contractor's project Geotechnical Engineer.

1.1.5.3.6 Capillary Water Barrier

A capillary water barrier is required for all interior slabs on grade, including garages, carports and storage rooms.

1.1.5.4 Fire Flow Tests

See Specification Section 01 11 07 Statement of Work Life Safety/Fire Protection.

1.1.5.5 Pavement Engineering and Traffic Estimates

1.1.5.5.1 Pavement Design

Pavement must be designed by the Contractor's Geotechnical Engineer to accommodate the design vehicle and the heaviest fire truck, which is 81,000 pounds. The Contractor's Geotechnical Report must contain flexible and rigid pavement design(s) including design CBR and modulus of subgrade reaction and the required compaction effort for subgrades. Information must be offered on the types of base course materials available in the area and design strengths. Pavement designs must be included in the report and should have a design life in accordance with UFC 4-740-14F.

Pavement designs shall be in accordance with UFC 3-250-01 dated 14 November 2016, which requires the use of PCASE software. Regardless of the pavement design, a minimum flexible pavement section shall consist of

3.5 inches of asphalt (1.5 inches of surface course and 2 inches of base course) and 8 inches of aggregate subbase and/or base. Regardless of the pavement design, a minimum rigid pavement section shall consist of 6 inches of concrete and 8 inches of aggregate subbase and/or base. The minimum subbase/base can be neglected if the subgrade has a CBR greater than 30 inches. For basis of rigid pavement design for bid, a CBR of 6 and a subgrade modulus of 100 pci have been estimated for this project.

SECTION 01 11 01 Page 14

Subsurface Drainage associated with pavements shall be in accordance with the UFC 3-250-01 dated 14 November 2016.

Plans and specifications shall detail all of the specific aggregates proposed in the pavement design per state DOT designations and gradations including the aggregate used to choke off drainage layer aggregates to accommodate paving equipment.

Pavement Designs must be in accordance with UFC 3-201-01 Civil Engineering, the latest version. The use of the Pavement-Transportation Computer Assisted Structural Engineering (PCASE) software is also an acceptable design method. The design must address seasonal frost conditions per State

DOT.

This paragraph is presented to warn the DB contractor of possible inappropriate results when evaluating binder grades for SuperPave designed pavements. It is USACE experience that binder grades for parking lots have been improperly chosen resulting in easily rutting unacceptable pavements.

The common characteristic has been that the state DOT standard specification was used resulting in the usage of lower grade binder. This is an inappropriate standard since the DOT recommended binder grades are intended for use in pavements with high speed traffic. It is highly recommended that the LTPPBind program (Located at https://infopave.fhwa.dot.gov/Tools/LTPPBindOnline) be used when determining the proper binder grade with the standard selections of Desired Reliability" = 98% and "Traffic Speed" = STANDING for parking lots, and SLOW for entrances, and low-traffic roads.

For bidding purposes, the contractor must perform their design of the pavement under the provisions of this RFP (as the basis for their bid) using a subgrade CBR value of 10% at 0.1 inch and the following traffic loading for a design service life of 20 years. Vehicle criteria and weight estimates for the planned pavements are assumptions. It is estimated that 50% of the POV vehicles will be trucks with gross weight of 5,500 lbs and 50% mid-size cars with gross weight of 3,000 lbs. The number of passes per day for the POV parking lots must be estimated utilizing the number of parking spaces and the percentage of vehicles expected to arrive and leave throughout the day. It is assumed 100% of the staff parking spaces will be occupied in the morning, 25% of the vehicles will leave for lunch, 25% of vehicles will return from lunch, and 100% of the vehicles will leave for the day. It is estimated that 4 passes per week for tandem axle trucks weighing 30,000 lbs (garbage trucks, delivery vehicles, etc.) will travel the entrance and service drive. It is estimated 4 passes per day for school buses through the entrance drive, the top lane of the staff parking and the bus loop. It is estimated 400 passes per day for POV through the parent loop and top lane of the staff parking. It is estimated that 2 passes each week through the entrance drive, the top lane of the staff parking and the bus loop for the heaviest fire truck of 81,000 lbs.

Should this design result in a pavement section less than the minimums required by applicable criteria, the contractor must bid the minimum.

During design, the Contractor must verify with the user the type of vehicles and pavement loading frequencies for the pavement design.

Subgrade conditions for pavement design (including design CBR value) must be verified by the contractor's geotechnical report.

1.1.5.6 Traffic Signage and Pavement Markings

Install stop signs at all parking lot exits onto adjacent streets. Erect

SECTION 01 11 01 Page 15 signs to designate handicapped accessible spaces, van accessible spaces.

Striping for parking lot spaces must be white. Provide a signage plan as part of the design submittals after award. For placement and appearance of all signs, comply with standards recommended in the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD).

1.1.5.7 Utility Information

1.1.5.7.1 Utilities

(a) Design all utility lines to be underground. Avoid installing utility lines under pavement or storm water management areas to the maximum extent possible. For utility lines that must cross under roadways, meet the requirements of the utility providers including water, natural gas, electric, communications and cable TV lines.

1.1.5.7.2 Water Distribution System

See specification section 01 11 05 Mechanical.

1.1.5.7.3 Sanitary Sewer System

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

(a) Design site sanitary sewer system in accordance with Applicable Criteria. Refer to drawing CS101 in Appendix A for example utility routing. American Water Company will construct the site sanitary sewer system through another contract. Excavation and backfill for sanitary sewer will be performed by American Water Company. Point of demarcation between construction by American Water Company will be in accordance with the Wright-Patterson AFB Installation Facilities Standard Appendix G04.

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

(b) American Water is the owner and operator of the sanitary sewerage system. Design the new sewer lines, required building service, and any modifications to the existing main sewers in accordance with the latest standards from American Water. Coordinate with the utility owner to determine the locations of connections to the existing system. In addition coordinate the routing of the new or relocated main sanitary sewer lines, the routing and locations of the new building sewer lines, the locations of connection points to the main sewer system, the locations of existing sewer lines to be removed, the locations of new and existing manholes, the locations of lift stations and the location of force mains. Meet permitting requirements of the Base and the utility provider. Refer to specification 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB). Include adequate time in the proposal for the design of the water system, the acquisition of State permits. Point of contact for coordination with American Water Company at Wright-Patterson AFB is Peter Schweizer, 88 CES/CEOER, peter.schweizer@us.af.mil, 937-904-0099.

(c) Contact the Base Utility Systems Engineer in a timely manner to coordinate permitting process requirements and sewer service to the facilit y being constructed under this…