ETRD169847 ASOG Complex Site Visit Slides.pptx

W50S9E23B0002

ETRD169847

Construct ASOG Complex

Pre-Proposal Conference 12 July 2023

Camp Murray ANGS, WA 11 Jan 2019

I n t e g r i t y - S e r v i c e - E x c e l l e n c e

NGB/A4O runs the meeting. A4O may delegate only with the permission of Funds Manager, SRM (Steve Freese), MCP (Tim Doody), BRAC & ARRA (Donna Lee-Harrel)

08 Jul 20 Attachment 9

Overview Magnitude: $25,000,000.00 and $100,000,000.00

A Firm-Fixed Price Contract will be awarded

Performance Period: 670 days after receipt of Notice to Proceed

Module 4 2008

Proposal Due Date Proposals are due NLT - 01 Aug 2023 10:00 AM local time You must coordinate your proposal drop off with the email below for base access.

Contact Email:

194.wg.fal.msc.contracting@us.af.mil Facsimile proposals will NOT be accepted.

Wage Determination Currently General Decision Number: WA20220013 02/03/2023 https://beta.sam.gov/ In the event the current prevailing Wage Determination is changed by the Department of Labor after the closing date of this solicitation, the updated Wage Determination will be incorporated by amendment and issued to all Offerors that have not been eliminated from the competition.

Current prevailing Wage Determination will be incorporated 10 days prior to award.

Antiterrorism Level I Training All contractor employees, to include subcontractor employees, requiring access to Air National Guard installations, facilities and controlled access, shall complete AT Level 1 awareness training.

Website: https://atlevel1.dtic.mil/at/

OPSEC Training All contractor employees shall complete Level I OPSEC training within 30 calendar days of Contract award.

The contractor shall submit certificates of completion for each affected contractor employee, to the COR within 15 calendar days after completion of training.

Level 1 OPSEC training is available at http://cdsetrain.dtic.mil/opsec/

Bid Schedule

Bid Schedule Table 1.1

Bid Schedule Table 1.1

How Questions Will Be Handled All questions must be in writing and due no later than 15 days prior to bid opening, which is 17 July 2023. Email questions to:

194.wg.fal.msc.contracting@us.af.mil And kirk.m.swiantek.civ@army.mil

Do not send question directly to CE or the A&E firm.

Overview Project Scope Constructions Costs Location Site Plans Demo Site Plan AT/FP Solution Soil Boring Locations Utility Plan

EISA 438

Landscape FAA Part 77 Floor Plans New

ABA

Controlled areas Elevations/Sections Building Systems Seismic Fire Protection Environmental Issues Sustainability EPAct Renewable Energy Other CNS Phasing Temp Facilities Schedule

Do not delete items from the overview however, you may line through items that may not apply.

Ie. Site plan for a fire alarm project that is completely interior.

Authority / Scope

141-753 Squadron Operations

35,598 SF (35,600 SF)

171-443 Reserve Forces Gen Trng Spt

2,400 SF ( 2,400 SF)

171-212 Simulator Training

5,000 SF ( 5,000 SF)

442-758 Equipment Warehouse

8,700 SF ( 8,700 SF)

171-618 Field Training Facility

4,296 SF ( 4,300 SF)

214-428 Vehicle Ops Parking Shed

15,000 SF (15,000 SF)

Need legible graphic representation.

Numbers to left are actual SF authorizations.

Plan should not have numerous column lines etc.

Circulations space is incorporated into the other authorizations. It is not a stand alone calculation.

08 Jul 20 Attachment 9

Project Location

Demolition Site Plan

Site Plan

C5 C2 C4 C8

Shoreline Management Boundary

C3 C11 C9 C6 C1 C10 CLIN Options:

CLIN Drawing Description Base Base 1A Grub + Retaining Wall

2 Pave POV Parking, Lighting, Landscape 3 Pave Infantry Dr S of Bldg, Lighting, Landscape 4 Full Landscape

C7

AT/FP Solution Controlled Perimeter Construction of a new building within a controlled perimeter AT/FP based on UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, dated Dec 2018 AT Design Criteria: Inhabited Building & Low Occupancy Daily Occupants: 50 Airmen during non-UTA UTA Occupants: 208 Airmen during UTA

AT Standards – Site Planning:

Table B-2, Obsolete in UFC 4-10-01, dated Dec 2018 version Conventional Construction Standoff Distance (CCSD) and Minimum Standoff Distance (MSD) – No Longer applies Minimum standoff to installation perimeter = 20’ Minimum Clear Zone = 50’ Structure Materials: Steel frame structure with a reinforced concrete masonry wall and a standing seam metal roof No parking not allowed w/in unobstructed space, trash containers fixed equipment allowed if secured to preclude concealment Distance to controlled perimeter fence is measured at 137.1’ To avoid shoreline encroachment, new construction is required to be 200’ Building Construction of a one story administrative, warehouse, simulation structure.

Emergency shut down switch provided for HVAC systems Building Mass Notification.

Features with weight of 31 lbs or more will be will be supported and braced.

No roof access from exterior of bldg.

Exterior stairs to 2nd level mechanical mezzanine.

AT/FP Site Plan

Per new criteria:

20’ min standoff - Smallest permissible standoff distance)

33’ Unobstructed Space - Area around bldg in which there are no opportunities for concealment

50’ clear zone - Area associated w/ perimeters free of obstacles, that could impede observation or provide cover and concealment

Better AT/FP site plan FFE – First Floor Elevation CCSD – Conventional Construction Standoff Distance (CCSD)

No soil issues regarding soil bearing test.

Test Pits taken for percolation testing.

Auger Borings taken for foundation calculations

N

TP0X

TP04

TP03

TP07

TP02

TP10

TP01

TP05

TP06

TP08

TP09

AB01

AB02

AB03

SOIL BORING LOCATIONS

Test Pit, 10 Locations

Auger Boring, 3 Locations

AB0X

NEW Foot print MUST have soil boring in location of new facility.

State if there are any issues.

Utility Plan Telecommunication Duct Electrical Duct Natural Gas Line Sewer Line Water Main Line

Water Main Connect

Water Main Loop Sewer Connect Comm Duct Electrical Primary

Site Grading & Drainage/EISA 438 Compliance with EISA 438 will be achieved by retaining the 95th percentile rain event and use “green infrastructure” where possible for water quality and flow control.

The site has been separated into two separate drainage areas (N & S).

N Roof drains will be collected in N side into a building gutter system and directed to a stormwater collection system located w/in the paved area.

S Roof drains will be collected in S side into a building gutter system and discharged directly into infiltration galleries in landscaped areas Roof runoff does not require treatment GOV parking runoff will be collected in catch basins & flow to a water quality treatment located in SE portion of parking area; designed to treat 6-mo/24-hr storm event S Paved areas will flow to landscaped area (sidewalks) or (POV Parking) collected in a series of catch basins and flow into water quality treatment and then discharged into infiltration gallery (StormChamber or equal) Road extension stormwater runoff will flow into new bio-infiltration swale connected by a series of culvert piping, treated and infiltrate directly w/ in swale

Federal EPA of Federal Facility w/ a footprint that exceeds 5,000 SF shall use site planning, design, construction, and maintenance strategies

Approximately 6.5 acres disturbed area

Erosion & Sedimentation Control submission/permitting at Pierce County

Storm Drainage collected in new piping infrastructure and conveyed to new outfall.

Approximately 5 acres of increased impervious area

Net 4,420 SF (23%) reduction of impervious surfaces will flow water quality treatment and then discharged into infiltration gallery

Design will be EISA 07 Section 438 compliant: Option-1, retain 95th percentile rainfall event. Will use green infrastructure and Low Impact Development Best Mgmt Practices.

Site Grading & Drainage/EISA 438

North, Catch Basin / Storm Filters

4a 4b

Southeast, Catch Basin / Storm Filters

Southwest, Catch Basin / Storm Filters

Landscape Plan - North Deciduous Tree Planting

Evergreen Tree Planting

Groundcover Planting

Seeding & Restoration

Shrub Planting

See Design for further details.

C1

C3

Landscape Plan - South Deciduous Tree Planting

Evergreen Tree Planting

Groundcover Planting

Seeding & Restoration

Shrub Planting

See Design for further details.

C5

C1 C8

FAA Part 77 Not Applicable

Primary surface set back requirements:

FAA 750’ from centerline Military 1000’ from centerline Attachment 9

Floor Plan (without furniture)

Flexible office space, cubical farms, demountable partition walls, right sized CATCODES

Floor Plan (Closer View North Side)

Mech Platform Egress NFPA 101 §7.13 Mechanical Equipment Rooms §7.13.2 allows for a story used exclusively for mechanical equipment to have a single means of egress where the common path of travel does not exceed §7.13.1 (which is 100 feet in a sprinklered building).

NFPA 101 §7.14 Normally Unoccupied Building Service Equipment Support Areas §7.14 was reviewed as a potential application for the mechanical platform.

Since the space will be accessed for maint, testing, inspection, etc. section 7.14 does not apply.

Floor Plan (Closer View East/West/South)

Floor Plan

Open Storage Secret Demountable Walls** Moveable Partition

ABA Compliance

Controlled Area No controlled area Facility will be built to support Open Storage Secret only

Controlled Secure Area

HVAC Equipment Floor

HVAC Equipment Plan

Mechanical Platform Framing Plan

Floor to ceiling wall; no access to other side. Flooring unable to support walking.

HVAC Section

Mechanical Platform Isometric All mechanical equipment is floor mounted.

Main Building Elevations – North/South

Ground Elevation: 261’ Roof Elevation: 295’

The east elevation long wall is space consisting primarily of the Command Post and Secured Briefing Room. The only space that introduction of daylighting could be achieved is in the parachute packing area. It was however, noted during our User Interviews that it was their preference to not have day lighting as it can have a prolonged effect on the parachute material. As the design progresses, it can be re-evaluated and further studied. If it is possible, the use of translucent wall panels, under the new AT/FP Requirements will have to be fully designed for blast including structural steel back up, etc.

08 Jul 20 Attachment 9

Main Building Elevations – East/West

Parking Sheds Elevations

Building Bird’s Eye Perspective

The east elevation long wall is space consisting primarily of the Command Post and Secured Briefing Room. The only space that introduction of daylighting could be achieved is in the parachute packing area. It was however, noted during our User Interviews that it was their preference to not have day lighting as it can have a prolonged effect on the parachute material. As the design progresses, it can be re-evaluated and further studied. If it is possible, the use of translucent wall panels, under the new AT/FP Requirements will have to be fully designed for blast including structural steel back up, etc.

08 Jul 20 Attachment 9

Sections

The east elevation long wall is space consisting primarily of the Command Post and Secured Briefing Room. The only space that introduction of daylighting could be achieved is in the parachute packing area. It was however, noted during our User Interviews that it was their preference to not have day lighting as it can have a prolonged effect on the parachute material. As the design progresses, it can be re-evaluated and further studied. If it is possible, the use of translucent wall panels, under the new AT/FP Requirements will have to be fully designed for blast including structural steel back up, etc.

08 Jul 20 Attachment 9

Structural Conventional Shallow Foundation System w/ 0.15% min rebar reinforced Special reinforced Masonry Shear Wall w/ brick and metal panel veneer Lateral Force Resisting System, full height masonry walls “Special” being the designation for the most complex level of design detailing for high seismic region Roof System: Open web steel joist and girders supporting structural metal deck Pre-finished Insulated 2.5” High Standing Seam, Galvanized Metal Roof, 24-Gauge, Aluminum-Zinc Alloy coated steel (majority of the roof) ~ 80% Low-Slope 0.9” Single-Ply Ethylene Propylene Diene Terpolymer (EPDM) membrane w/ insulation ~ 20% of roof, above HVAC Platform and Secured Area Geotechnical Investigation Report (January 8, 2019) Designed in accordance with 2015 International Building Code (IBC) with Washington State Amendments Mechanical Variable Air Volume w/ Reheat, Air Cooled Chiller, Condensing Boilers Energy Mgmt & Ctrl System (EMCS) / Central Direct Digital Control (DDC) System Life Cycle Cost and Energy Analysis LLC based on 40 years Energy Analysis based on local 2018 utility rates Electricity: $0.058/kWh and Natural Gas: $0.34/Therm Building Systems

Building Systems Electrical Supply tapped from existing commercial overhead distribution system New pad-mounted transformer and building service; executed by Puget Sound Energy Facility secondary service concrete duct bank Main Distribution System, 480Y/277V, 3Phase, 4-Wire Service Electrical Fault Current Interior Distribution System Provide panelboard for sim/secure storage Power to retractable bay door Power HVAC equipment motors and large pumps Exterior/Interior lighting with LED Generator Systems – MTS for tactical generator as required Telecommunications Secure room with SIPRNET comm room to serve simulation network Access control design Intercommunications/PA system as part of Mass Notification System/Fire Alarm

Structural System: Reinforced Masonry Shear Walls Seismic Evaluation and Criteria UFC 3-310-04, Jun 2016, Seismic Design for Buildings w/ Change 1 2015 IBC, International Building Code 2015 AISC 341-10, Seismic Provisions for Structural Steel Buildings Risk Category: 2 Seismic Site Class: C (Recommended by Geotech Engr using subsurface explorations, soil laboratory testing, and engineering analyses) Region of Seismicity: High Deficiency Noted: N/A Work to be completed:

Provide lateral resistance throughout the structure - special reinforced masonry shear walls All walls will be fully grouted and vertically reinforced with rebar Support of fire sprinkler systems will include full lateral and horizontal bracing Equipment bracing for overhead mounted equipment weighing 31 pounds or more

Seismic Analysis

Not Required, not a RETROFIT Seismic Retrofit Plan

Fire Protection Design Requirements Sprinkler Demand 687.1GPM @ 41.18 psi Hose Stream Demand 500 GPM Total Demand 1,187.1 GPM Hydrant Water Flow Analysis Static Pressure: 65.00 psi Residual Pressure: 43.00 psi System Flow Rate: 1,911.7 GPM Existing available flow and pressure can meet the design requirement.

Latest flow test was an improvement from previous; both tests comply Solution if it does not meet design requirement. N/A Fire Protection

You must use this format.

Attachment 9

Fire Protection, Current Test

Need Curve. Show Fire analysis diagram

Attachment 9

Address all environmental items here such as:

IRP Sites – N/A Asbestos issues – N/A Lead base Paint – N/A Soil Contamination – Per WA DOE, a toxic cleanup from a Tacoma Smelter Plume where cleanup may be required.

Cleanup levels for arsenic is 20ppm and for lead is 250ppm.

Tested, few tested spots were at or above required levels.

Planned resolution through leveling, grading, and additional fill material.

Additional testing will be done during construction; additional fill dirt may be required to meet ppm levels.

Soil contamination is not a part of the Bore Testing, see next slide Environmental Baseline survey – February 19, 2019 Environmental Assessment/NEPA – EA Complete, NEPA in progress Shoreline Easement – Resolved.

Environmental Issues

N Soil Contamination Sample LOCATIONS Hand Auger, 12 Locations Every 3rd sample take one at 6” and one at 12” Forest Duff, 3 Locations

To meet the intent of the EA/FONSI discussions with DOE, and NGB (Christine Yott and Winston Crow) concur that we can sample the soil, AFTER the contractor has completed the clearing and grubbing and new fill material is mixed in.

We don’t have to do this but in order to get a No Further Action from DOE we should complete this cycle.

NEW Foot print MUST have soil boring in location of new facility.

State if there are any issues.

08 Jul 20 Attachment 9

Sustainability Registration Rating System: USGBC Registration Number – 1000118118 Access ID – 1000118118 Project Registration Date – 30 Oct 19 Design Goal (According to DI) – HPSB All Mandatory Points achieved – YES Points achieved per design – 27 of 27 requirements met

NOTE: Prior to 1 Nov 16 All projects were required to be registered with USGBC. As of this ETL it has been undetermined which Third Party registration will be required for the ANG. ANG is required to report through AF to OSD and AF has not currently finalized their policy. AF & ANG is currently leaning toward Green Globes however, the registration and goal will be listed in the Design Instruction for the project.

Photo voltaic – Per UFC 1-200-02, 189.1, Section 7.4.1.1 Sites w daily solar radiation < 4.0kWh/m2/day do not require PV.

Camp Murray = 3.91kWh/m2/day or 27.1-years for payback; not feasible Considering exterior lighting solution Solar Hot water – Based on UFC 3-440-04N Estimated 150 Gal/day Facility requires 384 Therms of Energy for How Water Generation Solar System (min of 30% solar hot water production) can produce 259 Therms Base on Natural Gas rates, solar system provides a saving of $42/year Savings to Investment Ration (SIR) is 0.04 and 792-years for payback; not feasible Geothermal – analyzed with an approximate cost of $300k more (or 49% greater) in addition, Life Cycle Cost (LLC) is 33% higher Recommended: Variable Air Volume w/ Reheat, Air Cooled Chiller, Condensing Boilers Cost is $612K and LLC is $2.211M No Recommend: Water Source Heat Pump w/ Dedicated Outside Air (DOAS) Cost is $771K and LLC is $2.660M and approx.

No Recommend: Water Source Heat Pumps w/ DOAS-Ground Coupled (Geothermal) Cost is $912k and LLC is $2.951M

Building meets EO 13834 Implementing Instructions Met by high efficiency building; w/ LED lights, energy efficient HVAC, natural gas water heaters Does not achieve 7.5% energy consumption from renewable energy resources Renewable Energy

Photo voltaic – Project must support adding on roof at a later date if new facility.

Geothermal – the refers to Ground Source heat pumps.

08 Jul 20 Attachment 9

Address all unresolved issues at this point.

MCCA Issues – not required Land acquisition – not required DDESB Approvals – N/A Permits – NPDES Permit required by construction contractor Environmental Assessment – completed, FONSI signed 6 Aug 19 Further Environmental Surveys – Sampling and Testing soil after grading complete to support soil contamination issue.

Fall Bird Survey – completed Economic Analysis – completed, 16 Dec 19 Timber Removal – Per USPFO, State of WA will be credited the timber removal from contractor.

1354 Completion – draft to be completed by AE by 100% Design Other/Unresolved Issues

DD1354 Completion: This is a new requirement being driven by CIP compliance. Must be compliant NLT March 2017. A separate ETL will be created with specific information on completion.

A DD1354 will be required at the A2 submission, B2 submission, Beneficial Occupancy and Project Closeout.

08 Jul 20 Attachment 9

Currently, no project phasing.

Temp Facility currently in place Construction Phasing

DESIGN ITEM Complete thru process Solicitation Bid Opening Project Award Groundbreaking Ceremony Construction Period

Projected Schedule Current Date 30 Jun 2023 01 Aug 2023 25 Aug 2023 20 Sep 2023 1 Sep 2023-1 Jul 2025

(estimated)

Ensure your dates are current and not past due.

Attachment 9

Questions?

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