A07.01_-_RFP_Atch_8_2018_07_05_Hill_AFB_Lot_3_Design_Analysis_RTA.pdf

Lot 3 Improvements Defense Logistics Agency Defense Distribution Depot Hill AFB Ogden, Utah USACE Project Number: KRSM178017 Solicitation Number: W91238–18-R-0059 AF Legacy PJT Number: KRSM178017

Ready to Advertise

Design Analysis

05 July 2018

US Army Corps of Engineers Charleston District

This page was intentionally left blank for duplex printing.

Lot 3 Improvements Ready to Advertise Defense Distribution Depot Hill Utah July 2018 Hill AFB, Ogden, Utah

TABLE OF CONTENTS

PART ONE – GENERAL DESCRIPTION

I. General II. Authorization III. Criteria IV. Project Description

PART TWO – DESIGN REQUIREMENTS AND PROVISIONS

I. Civil / Site II. Environmental

III. Landscape Design IV. Architectural V. Sustainability

VI. Mechanical VII. Electrical

VIII. Fire Protection and Life Safety IX. Structural X. Work Classification

Appendix A – Statement of Work

Appendix B – Meeting Reports

Appendix C – Teleconference Reports

Appendix D - Structural Calculations

Appendix E - Mechanical Calculations (Not Applicable)

Appendix F - Fire Protection Calculations (Not Applicable)

Appendix G – Electrical Calculations

Appendix H – Civil Calculations (Refer to Geo-Tech Report)

Appendix I – Design Quality Control

Part One General Description

PART ONE – GENERAL DESCRIPTION

I. GENERAL

A. Purpose

1. The U.S. Army Corps of Engineers, Charleston District, contracted Cromwell Architects Engineers (AE) to develop a design for improvements to Lot 3. The facility is located at the Defense Distribution Depot Hill, Utah (DDHU).

2. The purpose of the project is to make repairs to Lot 3. The work on the lot includes paving repair/replacement, fencing and gates, a radiation monitor, a new scale, and a 20’x 20’ open sided covered secure storage.

3. This document contains written material covering general parameters, functional and technical requirements, design objectives, design assumptions, as well as design calculations where applicable.

II. AUTHORIZATION

A. Scope of Work

1. Statement of Work. (See Appendix A)

2. Kick-off Meeting Report dated June 28, 2017. (See Appendix B)

3. The Charleston District Project Manager (PM) for this work is Mr. Cliff Costa, Telephone: 843-329-8159, Email:

clifford.e.costa@usace.army.mil.

4. The Charleston District technical point of contact, Project Architect Engineer (PAE) for this work is Nancy Jenkins, Telephone: 843-329- 8059, Email: nancy.jenkins@usace.army.mil.

B. Directives

1. The AE shall accept directions only from the Charleston District Contracting Officer (CO) or the Contracting Officer’s Representative (COR). Any changes to the project scope or other provisions of the SOW must be authorized in writing by the CO.

2. The completed design shall not exceed the construction cost limit of $5.5M.

3. The Notice to Proceed with the design is the ending date of the Kick-off Meeting, June 23, 2017. The need date for the completed design is 180 days after the NTP.

III. CRITERIA

A. The following criteria shall be used in the execution of the task order. The latest edition of all publications in effect as of NTP will be used during the preparation of the design documents.

1. DDHU Installation Design Guide (April 2017). (A copy can be obtained from the Contracting Officer’s Representative upon request.)

2. A/E/C CAD Standard, September 2012 Release, https://cadbim.usace.army.mil

3. The CADD code for this project will be provided by the PAE.

4. At the Ready to Advertise submittal, the AE shall submit all drawing files using only AUTOCAD/AUTODESK compatible with 2013 version.

5. Drawing/Specification units shall be English units.

6. The design shall comply with IBC and NFPA as adopted by UFC 1-200-

01. Design shall comply with ASCE-7 and DDRT criteria. Design shall at a minimum comply with UFCs 3-520-01, 3-550-01, 3-301-01, 3-101-01, and 3-201-01.

7. Lead and asbestos surveys are not required. All Hazmat surveys will be done by the Hill AFB Base Civil Engineering Department.

8. Sustainable Design and Development for this project is not required per UFC 1-200-01 Table 1-1 ‘Compliance Requirements/Thresholds’.

9. Savannah District Design Manual for Military Construction (SDDM), Seventeenth Edition, dated December 2011 or current edition in effect at time of individual task order award.

(http://www.sas.usace.army.mil/About/DivisionsandOffices/EngineeringDi vision/EngineeringDesignCriteria/DesignManualforMilitaryConstruction.as px).

10. The required cost estimating method will be MCACES 2nd Generation

(MII).

IV. PROJECT DESCRIPTION:

A. Project Site

1. DDHU is located on Hill Air Force base in Davis County in northern Utah.

The installation is bordered by the Wasatch Mountains on the east and the Great Salt Lake to the west. Surrounding towns include Clearfield, Layton, Sunset, Roy, Riverdale, and Ogden.

2. Lot 3 is located at the intersection of Wardleigh Road and Chenault Way.

B. Function

1. Lot 3 is a 54,138 SY fenced, lighted storage yard with manually operated gates, and a small administrative building. Proposed renovation includes replacement of the existing pavement, repair to the existing fence as needed, installation of powered vehicle gates with radiation monitor, installation of a new scale and construction of a new 20’ x 20’ covered secure storage.

C. Description

1. Proposed renovation includes replacement of the existing pavement, repair to the existing fence as needed, installation of powered vehicle gates with radiation monitor, installation of a new scale, and construction of a new 20’ x 20’ covered secure storage.

D. Site and Environment

1. Lot 3 is an existing storage lot and support building with landscaping, hardscaping, and parking that are sufficient for the needs of DLA.

2. There are no planned environment changes within the scope of work for this renovation project.

E. Interior Design

1. Structural Interior Design (SID) and Comprehensive Interior Design (CID) packages are not included in the project scope.

F. Personnel and Equipment

1. Equipment associated with this project will be provided from other appropriations.

2. Approximately 3 personnel of the DLA Disposition Services shall utilize the facility.

G. Sustainability

1. This project shall not be designed to meet any certifiable sustainable design and development rating. However, the AE shall incorporate sustainable design criteria and concepts; in an attempt to provide as energy efficient and sustainable product as appropriate for the scope of work and project budget. Sustainable Design and Development for this project is not required per UFC 1-200-01 Table 1-1 ‘Compliance Requirements/Thresholds’.

H. Mechanical

1. Improvements to Lot 3 will not require mechanical systems.

I. Fire Protection

1. There shall not be a sprinkler system associated with this project.

2. Fire alarm and mass notification systems are not a requirement of this project.

J. Electrical/Communications

1. The electrical system for this project will be designed based on the National Electrical Code.

2. New LED lighting and minimal power will be installed in the covered secure storage.

3. An emergency/standby power system is not required.

4. Additional specific information about the electrical systems is located in Part Two, Design Requirements, Electrical, of this document.

K. Constructability

1. The covered secure storage on Lot 3 shall be of permanent construction utilizing readily available and commonly used materials.

2. Asbestos/Lead and Lead based paint identification and removal is not included in the Architect Engineers’ scope of work.

Part Two

Design Requirements and Provisions

PART TWO – DESIGN REQUIREMENTS AND PROVISIONS

I. CIVIL / SITE

A. General Parameters

1. Boundaries: The overall boundaries of Lot 3 will remain the same.

Existing fences and pavements will be repaired, renovated, and/or replaced as required.

2. Topography: The existing developed site slopes gently with the fenced areas and on the existing pavements. The existing drainage system is sufficient, though outside of the scope of this renovation.

3. Geotechnical Explorations: A geotechnical investigation has been completed.

4. Prevailing Climatic Conditions: Hot summers and cold winters with de-icing salts will have some affect on the pavements, landscaping, and utilities.

5. Existing Structures: Existing structures on Lot 3 will remain.

6. Utilities and Future Improvements: Existing utilities serving on Lot 3 will remain.

7. Proposed Facilities: A covered secure storage will be constructed on Lot 3.

8. Former Use: Lot 3 is currently utilized by DLA.

9. Local construction compatibility: Materials and labor for this project are readily available.

10. Installation Compatibility: This project conforms to both the Installation Design Guide (IDG) and the Master Plan for Hill AFB.

11. Permits: A Hill AFB dig permit will be required.

12. Treatment: Hill AFB will accept untreated solid waste, wastewater and storm water; and require no pre-treatment.

13. Other Parameters: Force protection setbacks are existing, and will remain unchanged by this work.

B. Functional and Technical Requirements

1. Orientation of Elements: The new Covered Secure Storage will be oriented along the existing fence line that is parallel to Chenault Way and located in the northeast corner of Lot 3. The new scale will be located south of and parallel to the existing dock.

2. Exterior relationships are in accordance with the Hill AFB Master Plan.

3. Handicap Relationships: ABA access is beyond the project scope.

4. Grading, Storm Drainage and Irrigation:

a. Existing drainage patterns will remain unchanged.

b. Storm drainage is existing via overland sheet flow, and inlets to underground piping.

5. Fencing is existing on Lot 3, and will be renovated and repaired as required. New powered pivot gates will be added to Lot 3.

6. Parking is existing and will remain unchanged. A new entrance gate will be constructed, and the existing entrance/exit gate will become exit only.

7. Building Setbacks: Force protection requirements are existing, and will remain unchanged.

8. Exterior Utilities:

a. Water:

1) Domestic water is existing at the site, and is owned and operated by American Water.

b. Sewer:

1) Sanitary sewer service is existing at the project site, and is owned and operated by American Water.

c. Gas:

1) Natural gas service is existing at the project site, and is owned and operated by Hill AFB.

C. Design Objectives and Provisions

1. Handicap Relationships: ABA access at Lot 3 is beyond the scope of this project.

2. Utility Support: American Water is the privatized water and sewer provider for the project site. City Power and Light is the privatized electric utility provider for the project site. Hill AFB is the natural gas provider for this site.

3. Construction Materials:

Walks: Walks are existing and will remain unchanged.

Pavements: Pavements are existing and will be repaired, renovated, and replaced as shown on the drawings.

Water: Water pipes are existing.

Storm Drains: Storm Drain are existing and will remain unchanged.

D. Calculations: Civil calculations are not applicable.

E. Coordination with Installation or Outside Agencies

1. Siting: Lot 3 is existing.

2. Demolition and Debris: Removal of debris and hazardous materials handling is not anticipated in the construction contract. Handling of normal construction wastes, excess excavation, and unsatisfactory materials will be by the construction contractor to Hill AFB operated landfills and spoils areas.

3. Fire Fighting Support: Hill AFB Fire Fighting Department is responsible for the installation. Full review of design submittals is anticipated to ensure compliance with their requirements.

4. Bulk Trash: Not applicable.

5. Signage: Traffic signage is not required for this project.

6. Permits: Installation permits for hauling, access, and staging shall be obtained by the construction contractor.

7. Asbestos/Lead and Lead Based Paint Identification and Removal - Asbestos and lead based paint surveys are not required per the SOW. All HazMat surveys will be performed by the Hill AFB Civil Engineering Department as required.

II. ENVIRONMENTAL

A. General Parameters

1. Environmental Impact Assessment (EIA): An environmental assessment has not been provided by the Government.

2. Endangered Species: Not applicable.

3. Wetlands: Not applicable.

4. Archeological: Not applicable.

5. Ground Water: Not applicable.

6. Pollution Measures: Not applicable.

7. Permits: Sanitary sewer and domestic water permits, if required, will be coordinated with American Water by the contractor.

8. Health and Safety Design Analysis (HSDSA): Not applicable.

9. Air Pathways Analysis (APA): Not applicable.

10. Data Quality Objectives (DQOs): Not applicable.

11. Cleanup Levels on ARARs: Not applicable.

12. Contaminant Ambient Air Levels: Not applicable.

13. QA/AC of Chemical Data: Not applicable.

B. Functional and Technical Requirements

1. Orientation to Sensitive Areas: Not applicable.

2. Groundwater, Storm Water Effect: Not applicable.

3. Discharges to the Environments: Not applicable.

C. Design Objectives and Provisions

1. Functional Relationship to Environments: Not applicable.

2. Paving Areas Effect on Storm Water: Not applicable.

3. Utilities Placement to Sensitive Areas: Not applicable.

4. Economy of Protection Measures: Not applicable.

5. Expansion: Not applicable.

6. Economic Aspects: Since no pollutants are expected to be generated by this facility, cost impacts are not applicable.

D. Coordination with Installation or Outside Agencies

1. Validation of Siting: Siting is per the existing buildings and lots.

2. Wetlands: Not applicable.

3. Storm Discharge: Not applicable.

4. Air, Water, ATRW and Sanitary Discharge: Not applicable.

5. Sedimentation and Erosion Control: Erosion control will be provided and reviewed by Hill AFB.

III. LANDSCAPE DESIGN

A. Concept

1. Landscape design is outside the scope of this project, and will not be provided.

2. Any areas disturbed by construction shall be seeded.

B. Irrigation System

1. Irrigation design is outside the scope of this project, and will not be provided.

Lot 3 Improvements RTA for Review Defense Distribution Depot Hill Utah June 2018

IV. ARCHITECTURAL

A. General

1. Lot 3 is an existing bulk materials storage area that will be utilized by DLA Disposition Services.

B. Purpose and Function

1. Proposed renovation includes replacement of the existing pavement, repair to the existing fence as needed, installation of powered vehicle gates, installation of a truck scale, installation of radiation monitors and construction of a small covered secure storage.

C. Desired Image/Visual Appearance

1. Site Design

a. The pavement at Lot 3 shall be replaced entirely. The existing fence shall be repaired as needed, and the manually operated vehicle gates shall be replaced by powered gates. A new truck scale, radiation monitor, and covered secure storage shall be installed. The existing administrative building and standalone loading dock shall remain unchanged.

b. Building Setbacks: The existing force protection setbacks shall remain unchanged at Lot 3.

2. Demolition

a. Lot 3 demolition shall include removal of the existing paving, vehicle gates, damaged portions of fence, and that required to accommodate the addition of the covered secure storage, truck scale, radiation monitor, and associated systems.

D. Functional and Technical Requirements

1. The functional analysis addresses the programming level aspects of the design for the covered secure storage.

2. The open sided structure will be approximately 400 gross square feet.

3. Occupancy and Construction Classification

a. The occupancy of the facility shall be classified as Storage (S), ordinary hazard.

b. The construction classification shall be Type IIB Non-Combustible, Non-Protected.

4. Accessibility

a. Handicap Relationships: ABA accessibility does not apply for this facility.

5. Building Components

a. A pre-engineered metal building shall be utilized for the covered secure storage.

E. Cultural Impact. There is no known cultural impact relative to the project site.

F. Antiterrorism/Force Protection Requirements

1. ATFP measures at Lot 3 are existing. The covered secure storage is low-occupancy, and not required to meet ATFP criteria per UFC 4-010-01 paragraph 1-9.1.

G. Structural Interior Design (SID) – Not applicable.

H. Signage

1. Interior signage is outside the scope of this project.

2. Exterior facility numbering sign shall be added at the Lot 3 covered secure storage. Signage shall comply with the Hill AFB Installation Design Guide (April 2017) which can be obtained from the Contracting Officer’s Representative upon request.

3. No exterior directional signage is provided.

V. SUSTAINABILITY

A. General Project Requirements

1. This project is not designed to meet any certifiable sustainable design, and development rating. The nature of the project type precludes any benefit from High Performance Sustainability Building tracking. The ‘building’ component of this project consists of a 20’ x 20’ pre-engineered metal canopy with chain link fence walls, minimal power requirements, no HVAC, no water, and no occupancy. The paint specified is low VOC;

beyond that there is very little that could be done to make the ‘building’ more sustainable.

B. Energy Conservation – Not applicable.

VI. MECHANICAL

A. Improvements to Lot 3 will not require any mechanical systems.

VII. ELECTRICAL

A. Exterior Electrical

1. Power

a. The existing service is a 150kVA 277/480V 3 phase secondary transformer. The utility transformer feeds the dock leveler, and a 75 kVA120/240V 3 phase secondary transformer. This transformer feeds an unnamed panel next to it at 120/240V 1 phase. The panel is a 100A MLO panel. It feeds a 100A 1 phase panel inside of Building 927. It also has a 2 pole 40A circuit breaker that is indicated to be S. perimeter lighting, and a 1 pole 20A circuit breaker that is indicated to be E. gate lighting circuit.

All other circuit breakers are in the off position. The existing conditions will be corrected to include overcurrent protection. A smart meter will be added after the utility transformer. The utility transformer will feed a new 277/480V 3 phase panel HA. The existing dock leveler will be re-fed from panel HA. A new transformer will be placed next to the new covered secure storage at 120/240V 1 phase 10kVA. This transformer will feed a new panel 120/240V 1 phase LB. A new transformer will be placed next to the utility transformer at 120/240V 1 phase 50kVA. This transformer will feed panel LA. The existing pad will be reused as much as possible. The existing pad will be repaired as required from demolition and new construction.

b. This site does not have a generator.

c. Power will be provided for a new scale and radiation detectors.

d. Power will be provided for new gate motors.

e. A general use receptacle will be provided at the new covered structure.

2. Communications

a. Communications are not required.

3. Lighting

a. New LED lighting will be provided for new covered structure.

4. Security

a. Power and control will be provided for a new motorized gate.

B. Interior Electrical

1. Power

a. All wiring will be in conduit. All conductors, buses, and transformer windings will be copper. Aluminum conductors, buses, and transformer windings will not be used.

b. Minimum conductor size will be #12 AWG. Conductors #8 AWG and smaller will be solid. Conductors #6 AWG and larger will be stranded. Minimum conduit size will be ¾-inch.

c. MC cable will not be permitted.

d. General-purpose receptacles will be rated 20A, 125V (NEMA 5- 20R).

e. Where Ground Fault Circuit Interrupters (GFCI) are required by code, GFCI receptacles will be utilized in lieu of GFCI type circuit breakers, unless the equipment being protected blocks access to the receptacle (such as electric water coolers and vending machines).

f. Grounding and bonding will be provided per the NEC.

g. There are no hazardous locations inside the area of work.

2. Communications

a. Communications are not required.

3. Lighting

a. All interior lighting, inside area of work, will be new LED type light fixtures. 4’ strip lights will be hung or surface mounted in the covered secure storage.

b. Lighting levels will be per UFC 3-530-01.

4. Intrusion Detection System (IDS)

a. Intrusion detection system is not required.

5. Access Control System

a. Access control system is not required.

6. Security CCTV System

a. A CCTV system is not required.

7. TV System

a. TV system is not required.

8. Audio / Video Systems

a. Audio / Video system is not required.

9. Paging System

a. A paging system is not required.

VIII. FIRE PROTECTION AND LIFE SAFETY

A. There shall not be a sprinkler system associated with this project.

B. Fire alarm and mass notification systems are not a requirement of this project.

C. Life Safety Analysis is not required as the proposed covered secure storage is not considered occupied per NFPA 101. 2015 paragraph 7.2.1.1.3.1.

IX. STRUCTURAL

A. General

1. A new structure for covered storage will be constructed on Lot 3. The construction will consist of concrete spread footings and concrete slab on grade. The entire superstructure will be a pre-manufactured metal building.

B. Design Criteria

1. Design Codes:

a. 2015 International Building Code

b. UFC 1-200-01 General Building Requirements

c. UFC 3-301-01 Structural Engineering

d. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

e. ASCE 7-10, Minimum Design Loads for Building and Other Structures

f. AISC 318, Building Code Requirements for Reinforced Concrete

g. Savannah District Design Manual for Military Construction, Volume II

2. Gravity Loads: (Per ASCE 7-10/2015 IBC)

a. Dead Loads:

Calculated weights of materials plus allowances

b. Live Loads:

Roof Snow – reference structural calculations

C. Lateral Loads

1. Wind Load (per ASCE 7-10): 105mph (ult)

81 mph (asd)

a. Exposure Category C

2. Seismic Loads – (ASCE 7-10 / 2015 IBC / UFC 3-301-01)

a. Risk Category I

b. Seismic Importance Factor Ie = 1.0

c. Analysis Procedure Equivalent Lateral

Force Analysis

d. Site Seismicity Ss = 1.29

S1 = 0.43

e. Site Class (assumed) D

f. Site Coefficients Fa = 1.00

Fv = 1.57

g. Adjusted MCE spectral response Sms = 1.29

Sm1 = 0.675

h. Design spectral response acceleration

SDS = 0.860

SD1 = 0.450

i. Seismic Design Category D

D. Materials

1. Concrete: Conforming to ACI

a. Strength: Minimum 4500 psi compressive strength for interior slabs and footings at 28 days.

b. Weight: Normal weight concrete.

c. A 4” maximum slump before the addition of water reducing admixtures.

2. Reinforcing Steel: ASTM A615, Fy = 60 ksi

X. Work Classification

A. To define the allocation of funds as they relate to the classification of work performed, the following preliminary breakdown has been developed to inform the cost estimate:

1. All work associated with the removal and replacement of the paving at Lot 3 shall be considered repair work.

2. All work associated with the removal and replacement of portions of the existing fence at Lot 3 shall be considered repair work.

3. All work associated with the removal and replacement of the existing vehicle gate with a motorized vehicle gate at Lot 3 shall be considered repair work.

4. All work associated with the construction of a vehicle scale and radiation detector at Lot 3 shall be considered new work.

5. All work associated with the addition of a small covered secure storage at Lot 3 shall be considered new work.

Appendix A Statement of Work

Section C - Descriptions and Specifications

STATEMENT OF WORK

Contract Number W912HP-15-D-0004, Task Order Number 0018

Task Order Statement of Work

21 February 2017

Revised 29 March 2017

BUILDING 845 RENOVATIONS, AND LOT 2 AND LOT 3 IMPROVEMENTS

DEFENSE DISTRIBUTION DEPOT HILL UTAH, HILL AFB, OGDEN, UTAH (DDHU)

1. Project Description:

The A-E is responsible for Design of renovations to Building 845, and improvements to Lot 2 and Lot 3, as described below, at the Defense Distribution Depot Hill, Utah (DDHU) at Hill Air Force Base, Ogden, Utah.

The purpose of this project is to renovate areas in Building 845 for DLA Disposition Services and repair Lot 2 and Lot 3. Work in Building 845 includes interior and exterior work, renovation of existing spaces, and new interior admin/support spaces. The work on the lots includes paving repair/replacement, fencing and gates, a new scale, and new support buildings.

This task order will result in three (3) separate products. There shall be a separate/distinct design and cost estimate for each of the following:

1) Disposition Areas of Building 845

2) Lot 2

3) Lot 3

2. Charleston District Points of Contact:

The Charleston District Project Manager (PM) for this work is Cliff Costa, Phone: 843-329-8159, Email:

Clifford.e.costa@usace.army.mil.

The Charleston District technical point of contact, Project Architect-Engineer (PAE) for this work is Nancy Jenkins, Phone: 843-329-8059, Email: nancy.jenkins@usace.army.mil.

3. The A-E shall accept directions only from the Charleston District Contracting Officer (CO) or the Contracting

Officer’s Representative (COR). Requests or desires of the users or using agency made directly to the A-E will be immediately brought to the attention of the PM or PAE, and CO. Any changes to the project scope or other provisions of the SOW must be authorized in writing by the CO.

4. A-E Actions Required During Conduct of the Task Order (TO) Scope of Work (SOW);

(1) Updated Progress Chart. An updated progress chart will be submitted with each payment estimate.

(2) Payment Estimate. ENG Form 93 will be used, and may be found on the Internet at:

http://publications.usace.army.mil/publications/forms/

All ENG Forms 93 shall be submitted for payment processing to:

http://publications.usace.army.mil/publications/forms/

US Army Corps of Engineers, Charleston District

ATTN: CESAC-TS-EN-CR (Cynthia Ruddy)

69A Hagood Avenue

Charleston, SC 29403.

(3) Final Payment. When submitting for final payment include a Release of Claims Statement on the

ENG 93. The following statement is acceptable:

“The work under the above numbered task order having been completed and finally accepted, I hereby release the

United States of America, it’s officers and agents from all claims whatsoever arising under or by virtue of this contract upon payment of a balance due of $____________.”

5. Procedures for Signing and Sealing or Stamping A-E Contract Deliverables. The A-E shall sign and stamp or seal and date at least one set of design documents, permit applications or certifications. The deliverables for A-E design services will include both:

a. One (1) set of properly signed, stamped or sealed and dated drawings and

b. A certified cover document showing for each discipline the name and stamp or seal of the professional who supervised the work, and the date each stamp or seal was affixed; or

c. An electronic equivalent that indicates for each discipline the name, stamp or seal of the professional who supervised the work, and the date each stamp or seal was affixed.

6. Scope and Cost Limitations. The completed design will not exceed the construction cost limit of $17M. Bid options may be required to ensure that the project is within the cost limitation. The base bid plus all options should not exceed 110% of the construction cost limitation.

7. The CADD Code for this project will be provided by the PAE. The PAE will provide the official project CADD title blocks and drawing border format. The PAE will provide the A-E with the project solicitation number and advertising date to be shown on each drawing following final submittal and before the RTA submittal.

8. At the Ready-to-Advertise (RTA) submittal, the A-E shall submit all drawing files using only

AUTOCAD/AUTODESK compatible with 2013 version. One complete set of CADD files and one complete set of half-size pdf files shall be submitted on a CD, or via the Charleston District FTP site.

9. Drawing/Specification Units

English Units: This project shall be accomplished using English units.

10. Conferences/Meetings: The A-E shall attend a Pre-design conference, Preliminary Design Review, Interim

Design review meeting, and Final Design review meeting. All Conferences/Meetings shall be held at DDHU, Hill

AFB, Ogden, Utah.

11. Work performed by the A-E will conform to the additional criteria and data listed below.

Design shall comply with IBC and NFPA as adopted by UFC 1-200-01. Design shall comply with ASCE-7. Design shall comply with Hill AFB criteria.

12. Topographic Survey

A topographic survey is required.

13. Foundation Investigation

A Foundation Investigation is required.

14. Lead and Asbestos Surveys

Lead and asbestos surveys are not required. All HazMat surveys will be done by the Hill AFB Base Civil

Engineering department.

15. Sustainable Design and Development

The certifiable Sustainable Design and Development rating to be achieved with this project is:

None Required

16. Environmental Permit Fees

The A-E is responsible for payment of all environmental permit fees if required.

17. The following schedule of Architect-Engineer services is required for this task order. Work performed by the

A-E will be performed in accordance with the requirements (including applicable references and publications listed) in the Savannah District Design Manual, Volumes 1 and 2 available at the following web site:

http://en.sas.usace.army.mil/enweb/httproot/ae/manuals/design/vol2/VOL2_all.pdf http://en.sas.usace.army.mil/enweb/httproot/ae/manuals/design/vol1/VOL1_all.pdf

TO SOW

Requirement *

Architect-Engineer Services

X Preliminary Design Submittal (35%)

X Interim Design Submittal (65%)

X Final Design (100%) Submittal

X Ready-To-Advertise (Corrected 100%) Submittal

X Cost Estimate

X Construction Schedule

1 Engineering Services During Construction

* Note 1 above in TO SOW Requirement column: At any time prior to one year after completion and acceptance of the work to be submitted under this TO SOW, the Government, at its option, may direct by a written order from the

Contracting Officer that the A-E perform additional work and services under additional phases of the TO SOW identified above. These items are not to be estimated, or negotiated as part of this statement of work, but are identified for potential modification purposes only.

18. The following actions or submittals are required from the A-E prior to completion of the TO SOW negotiation

Requirement

TO SOW Requirement

X Pre-design Conference

X Pre-design Conference Minutes

X Initial Progress Chart

X Project Schedule

X Proposal http://en.sas.usace.army.mil/enweb/httproot/ae/manuals/design/vol2/VOL2_all.pdf http://en.sas.usace.army.mil/enweb/httproot/ae/manuals/design/vol1/VOL1_all.pdf

19. The following routine submittals are required from the A-E during conduct of the TO SOW. Refer to the

Design Manual for project specific submittal requirements.

Requirement

TO SOW Requirement

X Updated Progress Chart

X Payment Request

X Final Payment Request

X Quality Assurance Plan

20. Cost Estimating Requirements.

The Required Estimating Method will be:

MCACES 2nd Generation (MII)

The Estimate Hierarchy will be:

Normal (Level 4 Work Breakdown Structure)

21. CONTRACTOR MANPOWER REPORTING: The Office of the Assistant Secretary of the Army (Manpower

& Reserve Affairs) operates and maintains a secure Army data collection site where the contractor shall report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address https://cmra.army.mil.

Note: The AE shall include the following information for this task order as part of the manpower reporting for the overall contract:

a) Contracting Office, Contracting Officer, Contracting Officer’s Technical Representative

b) Contract number, including task and delivery order number

c) Beginning and ending dates covered by reporting period

d) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data

e) Direct labor hours (including subcontractors)

f) Direct labor dollars paid this reporting period (including sub-contractors)

g) Total payments (including subcontractors)

h) Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each subcontractor) if different

i) Estimated data collection cost

j) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity

(the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of

Reporting this information)

k) Locations where contractor and subcontractors perform the work (specified by zip code in the United States and nearest city, country)

l) Presence of deployment or contingency contract language; and Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement.

Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year.

m) Contractors may use a direct XML data transfer to the database server or fill in the fields on the website.

The XML direct transfer is a format for transferring files from a contractor’s systems to the secure web site without the need for separate data entries for each required data element at the web site. The specific formats for the XML direct transfer may be downloaded from the web site.

22. Submittal Requirements. Upon completion of the various design phases, the A-E shall furnish the required documents in accordance with the attached Submittal List.

https://cmra.army.mil/

23. Submittal Schedule. The need date for the completed design is 180 days after NTP of this task order. The AE shall furnish a schedule in the proposal that demonstrates how the need date will be met. Once accepted, this proposed schedule will become the required design schedule for the task order. The submittal dates specified in the schedule are delivery dates to all addressees. The A-E shall use one-day mail services to meet the submittal schedule.

24. Period of Service.

Since the A-E may be required to furnish advice during construction, all work and services to be performed under this Task Order will be completed by TBD.

25. Preparation of Form 1354 Transfer and Acceptance of Real Property: Provide completion of Form 1354.

26. Attachments:

Scope of Work

Design Submittal Mailing List

Hand-Drawn Dock Sketch

Bay E Proposed Plan

Space Matrix

Hand-Drawn Bay D Sketch

Lot 2 Attachment

Lot 3 Attachment

Building 845 Record Drawings

AE Design Scope of Work for Disposition areas for DDHU B-845, Lots 2 & 3

The purpose of this project is to renovate areas in building 845 for DLA Disposition Services and repair Lot 2 and 3. Work in building 845 includes interior and exterior work, renovation of existing spaces and new interior admin/support spaces. The work on the lots includes paving repair/replacement, fencing and gates, a new scale, and new support buildings.

1. Disposition Areas of Building 845:

A. Loading Dock:

Extend existing dock to allow two trucks with two dock levelers. Trucks will be 30 degrees from the building. Ramp for ADA for building access to run parallel to building. Add material ramp alongside of ADA ramp. (See Attachment 1 for a sketch.) Design interior and exterior floor/pavement markings to identify pedestrian areas. Evaluate existing overhead door and modify/enlarge if needed.

B. Administrative Areas, Bay E

Renovate existing office area (upper and lower) and construct new offices

(two stories) on west wall. (Refer to space plan in Attachment 2 and personal matrix in attachment 3). Design for renovation shall include all new finishes for existing spaces. Access electrical, lighting, HVAC and fire protection/alarm in the existing admin areas. Replace/expand systems as needed. Include new light fixtures and diffusers for all existing and new spaces.

Attachments 2 and 3 are provided for guidance. Interview user to determine specific requirements for space type, size and use.

Assess fire separation and egress of existing and new spaces, determine correct requirements and upgrade as needed. Provide life safety code analysis in accordance with UFC 3-600-01 for the areas of the building effected by the renovations (Bays D & E).

In Breakroom (first floor), Design to accommodate refrigerators (3), microwaves (3), coffee makers (2) and stove (1). Appliances are existing and will be relocated.

Renovate existing bathroom facilities (men and women), including replacement of finishes, fixtures and lighting. Design shall include determination of adequate of fixture count and include additional fixtures if needed. Design shall access ABA compliance and modify as needed.

Provide ABA compliant access to the second floor. The desired approach is a chair lift to access the upper level. Determine needed features and design.

Design guardrails to separate pedestrian access from forklift areas. Primary locations are: between man door and overhead door and from man door along offices to new office area.

Design floor striping to indicate separation of pedestrian areas near admin spaces and forklift areas in warehouse.

Provide CID package for administrative areas, including cost estimates. This will be a separate package, to be awarded independent of construction award.

Include cost for office systems furniture. Proposed furniture layout shall be shown in design drawings for coordination of electrical and comms. Provide furniture information sheets to indicate basis of design and non-proprietary specifications for furniture.

Provide design for communication conduits – phone and data and other misc.

utilities. Coordinate communication with J6 and Base Telecommunication folks. Design shall include conduit, wiring, boxes and terminations in jacks.

Assume comm closet is needed (unless determined otherwise during design), coordinate requirements with J6 and Base Telecommunication and provide design. (not shown on any diagrams provided)

The existing building has card key access on the exterior doors. If work impacts any existing card readers, or if new exterior doors are created, design new or reinstalled card access system to match building system.

Design hardware schedule, including locksets on offices, to coordinate with existing building keying system.

Design new interior and exterior signage.

C. Warehouse Area, Bay E:

Pilferable and Precious Metal storage: design will need to modify in accordance with Disposition Services’ security requirements (to follow), including additional row of racking on wall opposite of the existing racking.

(rack design by others) Coordinate/relocate/add lights, fire alarm devices and sprinkler heads as needed.

Demil area: design modifications to cage and contractor access to be in accordance with Disposition Services’ security requirements (to follow).

Cage will either run to underside of roof or have a cover.

Coordinate/relocate/add lights, fire alarm devices and sprinkler heads as needed.

Design to include conduit and pull string for intrusion detection system (IDS) if needed. Other work may impact existing system.

Design and locate radiation monitors at main overhead door and at fire door to

Bay D. (2 total)

D. Administrative Area, Bay D

Renovate existing office area (upper and lower). (Refer to space plan in

Attachment 4). Renovation shall include all new finishes for existing spaces.

Access electrical, lighting, HVAC and fire protection/alarm in the existing admin areas. Design to replace/expand systems as needed. Include new light fixtures and diffusers for all existing spaces.

Attachment 4 is provided for guidance. Interview user to determine specific requirements for space type, size and use.

Assess fire separation and egress of existing and new spaces, determine correct requirements and upgrade as needed. Provide life safety code analysis in accordance with UFC 3-600-01 for the areas of the building effected by the renovations (Bays D & E).

Renovate existing bathroom facilities (men and women), including replacement of finishes, fixtures and lighting. Design shall include determination of adequate of fixture count and include additional fixtures if needed. Design shall access ABA compliance and modify as needed.

Assess and provide ABA compliant access to the second floor. If needed, the desired approach is a chair lift to access the upper level. Determine needed features and provide design.

Design floor striping to indicate separation of pedestrian areas near admin spaces and forklift areas in warehouse and to separate GL/overflow (5,600

SF).

Provide CID package for administrative areas, including cost estimates. This will be a separate package, to be awarded independent of construction award.

Include cost for office systems furniture. Proposed furniture layout shall be shown in design drawings for coordination of electrical and comms. Provide furniture information sheets to indicate basis of design and non-proprietary specifications for furniture.

Design communication system – phone and data and other misc. utilities.

Coordinate communication with J6 and Base Telecommunication folks.

Design shall include conduit, wiring, boxes and terminations in jacks.

Assume comm closet is needed (unless determined otherwise during design), coordinate requirements with J6 and Base Telecommunication and provide design. (not shown on any diagrams provided)

The existing building has card key access on the exterior doors. If work impacts any existing card readers, or if new exterior doors are created, design new or reinstalled card access system to match building system.

Design hardware schedule, including locksets on offices, to coordinate with existing building keying system.

Design new interior and exterior signage.

2. Lot 2

Lot 2 is approximately 61,117 SY. (See attachment 5)

The proposed action is to repave the lot in kind, but would like to validate that course of action. Assess existing pavement condition. Provide pavement cores to determine existing pavement & subbase depth and materials. Interview user to determine proposed use of lot (vehicle types, weights, storage) and recommend corrective action. Recommendation should address appropriate actions – repair, replacement, resurfacing of pavement and sub-base.

Provide pavement design for recommended action.

The proposed project is to repair fence as needed. Assess condition of existing fencing and gates. Coordinate with user to determine if fence is adequate as constructed and meets user’s security needs. Provide quantity and design for fence repairs.

Provide motorized sliding gate and controls. Coordinate with user to determine if location and size of existing slide gate is adequate. Coordinate with user to determine what type of control should be used.

Design a building to replace building 816 in kind and in same location.

There are 5 existing light poles. Assess condition of lights and design for repair as needed.

3. Lot 3

Lot 3 is approximately 54,138 SY. (See attachment 6)

The proposed action is to repave the lot in kind, but would like to validate that course of action. Assess existing pavement condition. Provide pavement cores to determine existing pavement & subbase depth and materials. Interview user to determine proposed use of lot (vehicle types, weights, storage) and recommend corrective action. Recommendation should address appropriate actions – repair, replacement, resurfacing of pavement and sub-base.

Provide pavement design for recommended action.

The proposed project is to repair fence as needed. Assess condition of existing fencing and gates. Coordinate with user to determine if fence is adequate as constructed and meets user’s security needs. Provide quantity and design for fence repairs.

Design new motorized sliding gate and controls. Coordinate with user to determine location and size. Coordinate with user to determine what type of control should be used.

Design a new scale and radiation monitor. Interview user to determine needs and desired location. Design shall include all utilities.

Design a new covered and lockable storage facility, approximately (20X20) 400

SF. Interview user to determine needs, desired location and utility requirement

(not sure, if utilities are needed for this storage facility).

4. Other attachments: ATTACHMENT 7: (12) record drawings of building 845.

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mailto:Clifford.e.costa@usace.army.mil mailto:Jon.Henderson@dla.mil mailto:Mayank.shah@dla.mil mailto:david.murray.2@us.af.mil mailto:Drasutis.J.Maciunas@usace.army.mil mailto:russell.thompson@us.af.mil mailto:William.Jerome@dla.mil

Drawing Files – CADD 1 1 1 1 1 1 -

CONFIRM STREET ADDRESS AT KICKOFF

Hill AFB, Utah 84056-5223

Phone: 801-777-3151

Email: russell.thompson@us.af.mil

G. DLA InstallationSupport at Battle Creek

Attn: William Jerome, Chief Engineer

Environmental Services

HDI Federal Center

74 Washington Ave. North

Battle Creek, MI 49037-3085

Phone: (269) 961-7270

Email: William.Jerome@dla.mil

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Appendix B Meeting Reports

Meeting Report

Kick-off Meeting

101 south spring street little rock, ar 72201 501.372.2900 cromwell.com

M EE TI NG R EPO R T

DATE OF MEETING 06/21/2017

DATE OF REPORT 06/28/2017

PROJECT NAME DDHU Building 845 Renovations and Lots 2,3 Improvements

REPORT BY Lance Ballard, Cromwell PM

MEETING PARTICIPANTS Sign-in sheet (See Attachment 1)

MEETING SUBJECT Kick-off Meeting

1. The meeting report summarizes discussions, instructions and understandings of the meeting and may not be in chronological order.

2. The meeting was opened at 0800 MDT in Conference Room C14, Building 849, by Cliff Costa, USACE PM, Charleston District.

3. The following people participated in the meeting by telephone:

a. Carole Works, USACE (Charleston-Engineering)

b. Mayank Shah, DLA (New Cumberland, PA)

c. Bill Jerome, DLA Disposition (Battle Creek)

d. Dave Stickney, DLA Disposition (Battle Creek)

4. Mayank Shah DLA provided the following information:

a. DLA services are being consolidated. Lot 2 will be utilized by Distribution while Lot 3 will serve

Disposition. Work at Lot 2 should be completed first.

b. The interiors of Bays D and E in Building 845 will be renovated to accommodate additional administrative space. A loading dock will be added exterior to Bay E.

c. Generally, fire/egress deficiencies will be addressed by BCE Saber Contractor by a separate project.

Bob Elliot is the POC for Saber at Hill AFB. New construction will not begin until fire/egress issues are addressed.

5. Cliff Costa USACE provided the following information:

a. The design schedule for the project is 180 days including a topo survey and a geotechnical investigation.

b. The budget for the building renovation and the improvements to Lots 2 and 3 is $12M-15M.

c. The design submittals will include 35%, 65%, 100% and RTA.

d. Dr Checks will be used to capture comments at each submittal phase.

e. DLA has new VOIP telephones. Jon Henderson’s (DLA) new telephone number (385) 519 8592.

f. The design submittal mailing list shall be revised to indicate New Cumberland receiving (1) half-size hardcopy of the drawing set and (1) CD of the complete submittal.

g. Russell Thompson’s street address is: 75 CEG/CEN MP 5713 Lahm Lane Bldg 593 North Hill AFB, UT 84056-5410

6. Paul Waite 75CEG noted that any occupancy change to the existing warehouse will trigger anti-terrorism force protection standards. Jon Henderson DLA will verify the proposed occupant load versus the existing occupant load of Bays D and E in order to determine if there will be an occupancy change relative to ATFP requirements. Currently it is thought that Bay D has 11 occupants and Bay E has 5.

7. General discussion during the meeting addressed the following issues:

a. The water and sewer systems are privatized: American Water. Natural gas is provided through the installation and is not privatized. City Light and Power provides electric service.

b. Geobase can provide utility maps.

c. A site survey will be conducted at Building 845 to verify utility locations.

DATE OF REPORT 6/28/2017

PROJECT NAME DDHU Building 845 Renovations, Lot 2 and 3 Improvements

[2] 101 south spring street little rock, ar 72201 501.372.2900 cromwell.com

d. The new ramps associated with the loading dock at Bay E will be located on the north side of Building 845.

e. The design of the loading dock will be based on the sketch attached to the AE scope of work. Jon Henderson DLA indicated that a similar loading dock was constructed at Building 850.

f. Radiation monitors are required where property is received. Bay E will require monitoring at the main overhead door at the dock and at the door between Bays D and E.

g. Separate cost estimates will be provided for Building 845, Lot 2 and Lot 3. The loading dock will be included in the cost estimate for Building 845 and will be a separate line item.

h. The vehicles…