Attachment Assignment 21 - Draft Schematic Design and Report.pdf

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Z2LZ--Design Build to Install Parking Shades and Parking Lot Reconfiguration Project 593-26-306
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36C26126R0055_2
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This is a Basis of Design Report for a Department of Veterans Affairs capital improvement project at the North Las Vegas VA Medical Center. The project, numbered 593-25-307, addresses Assignment 21: Reconfigure Parking Lots for Pedestrian Safety and was prepared by Vali Cooper International, LLC, dated June 30, 2025.

The report analyzes existing parking lot layouts and provides detailed recommendations to improve pedestrian safety, minimize vehicle-pedestrian conflicts, and ensure accessibility for all visitors. Key design elements include speed tables (widened speed bumps with ABA-compliant walking paths), protected walking paths within existing parking islands with curbing or bollards on both sides, loop road crossings with pedestrian signage and LED warning lights, new sidewalks (minimum 6'-0" wide) connecting different parking areas, dedicated drop-off zones at specified entrances, and enhanced lighting for nighttime activities. The design maintains existing parking capacity while limiting major reductions in parking availability. All recommendations comply with VA design standards (PG-18-10), 2010 ADA Standards for Accessible Design, ABAAS requirements, and MUTCD guidelines. The parametric cost estimate for construction is just under $2,000,000, classified as a Class 5 estimate with an accuracy range of -50% to +100%. The estimate assumes a 6-month construction schedule and accounts for Las Vegas market conditions with a 25% local market adjustment factor. The scope can be further developed into final construction drawings by an assigned Architect/Engineer of Record for either Design-Build or Design-Bid-Build procurement.

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Prepared for:

Department of Veterans Affairs 6900 N. Pecos Rd. North Las Vegas, NV 89086 6/30/2025

Basis of Design Report – Assignment 21:

Reconfigure Parking Lots for Pedestrian Safety North Las Vegas VA Medical Center Project #593-25-307

Basis of Design Report – Assignment 21:

Reconfigure Parking Lots for Pedestrian Safety North Las Vegas VA Medical Center Project #593-25-307 Prepared for:

Department of Veterans Affairs North Las Vegas Campus 6900 N. Pecos Rd. North Las Vegas, NV

Prepared by:

Vali Cooper International, LLC (VCI) 56 Louis Prima Drive, Suite B Covington, LA 70433 T: 504-684-4408

6/30/2025

Project #593-25-307 | 6/30/2025 Page 2

Table of Contents Department of Veterans Affairs ...................................................................................................................................... i Table of Contents Appendices List of Acronyms

1.0 Introduction

1.1 Project Background

1.2 Purpose

2.0 Design References

3.0 Existing Site Analysis

3.1 Constraints

3.1.1 Existing Infrastructure

3.1.2 Parking

3.2 Topography

3.3 Vegetation

3.4 Geotechnical Conditions

3.5 Existing Utilities

4.0 Site Design Elements

4.1 Speed Tables

4.2 Protected Walking Paths

4.3 Loop Road Crossings

4.4 Sidewalks

4.5 Drop-Off Zones

4.6 Lighting

5.0 Parametric Cost Estimate

5.1 Basis of Estimate (BOE)

5.2 Clarifications

5.3 Market Survey/Analysis – Las Vegas, NV

Appendix A Appendix B

Appendices Appendix A Drawings Appendix B Parametric Estimate

List of Acronyms DB Design-Build DBB Design-Bid-Build POP Period of Performance DOT Department of Transportation MUTCD Manual on Uniform Traffic Control Devices ABAAS Architectural Barriers Act Accessibility Standard ADA Americans with Disabilities Act

REDACTED

Project #593-25-307 | 6/30/2025 Page 3

1.0 Introduction

1.1 Project Background

The VA Southern Nevada Healthcare System (VASNHS) engaged consultants for 16 months to provide a clear, concise, and comprehensive (20) twenty-year master plan using data-driven decisions to fulfill the existing Facility’s doctrine and vision for the future. The planning process included collaborative charrettes for evaluating the existing VASNHS facility, known deficiencies, potential opportunities, and the incorporation of future projects. This was completed in February 2025, and a needs assessment and recommendations were provided.

1.2 Purpose

VASNHS will present this report to leadership and seek funding for projects from contracting that they feel offer value and benefit to Veterans. The report may also be used as a basis for a procurement package for solicitation to prospective DB or DBB contactors once funding is secured and it becomes a Project.

The purpose of this specific assignment is to analyze the existing parking lot layouts and to provide more detailed recommendations to improve pedestrian safety, minimize conflicts between vehicles & pedestrians, and provide an accessible environment for all visitors by reconfiguing / redesigning the parking lot layouts and walkways. This schematic design can be further developed into a construction drawing set by an assigned Architect / Engineer of Record.

2.0 Design References

PG-18-10 Site Design Manual PG-18-10 VA Parking Design Manual & Demand Model PG-18-10 VA Signage Manual 2010 ADA Standards for Accessible Design 28 CFR part 35.151 Architectural Barriers Act Accessibility Standard (ABAAS) VA Barrier-Free Design Guide Nevada DOT Specifications US DOT Federal Highway Administration US DOT Manual on Uniform Traffic Control Devices

3.0 Existing Site Analysis

3.1 Constraints

3.1.1 Existing Infrastructure

The main constraint for this task is the existing roadways, parking areas, and shade canopies already in place. The existing parking lots, drop-off zones, and drives can be revised; however, major changes that can be made to these areas are limited.

3.1.2 Parking

Major changes that require a significant reduction in parking availability are not desirable. The reduction in parking near the main campus would require patients to park farther away from the main campus building which increases their walking distance in potentially harsh conditions. In addition to the

Project #593-25-307 | 6/30/2025 Page 4 increased walking distance to the main campus building, the lengthened walking route will also require patients/visitors to face more roadway crossings and potential vehicular interactions.

3.2 Topography

The general slope of the site is gradual from north to south.

3.3 Vegetation

The majority of the site is xeriscaped with select trees, shrubs, and other various plantings.

3.4 Geotechnical Conditions

Geotechnical conditions were not taken into consideration for this Task.

3.5 Existing Utilities

Existing utilities were not taken into consideration for this Task.

4.0 Site Design Elements

4.1 Speed Tables

The proposed dedicated walking paths throughout the parking areas must cross natural traffic patterns creating a conflict between vehicular traffic and pedestrian traffic in the drive isles. Speed Tables are an effective implement to reduce traffic speed within the existing parking area as they reduce traffic speed while providing a dedicated walking path for pedestrians.

Speed tables are a “widened” speed bump that allows pedestrian traffic to walk along the top of it on an ABA compliant walking path (see Figure 1). In addition to the Speed Tables, striping and signage is to be added at each crossing to increase awareness.

4.2 Protected Walking Paths

Within the existing parking areas, the xeriscaped islands are to be converted to protected walking paths with curbing on both sides (see Figure 2). Where Parking islands are not present, concrete bollards on both sides of the walking path will be installed.

The proposed protected paths ensure pedestrians are protected from vehicles while navigating the congested parking areas. Additionally, the curbing and/or bollards prevent vehicles from parking within the walking path, which is common when parking spaces are limited. The purpose of having the walkway “cut through” the parking island as opposed to placing the walkway on “top” of the island is to limit the number of ABA ramps and to disrupt the drainage patterns as little as possible. Placing the walking path on top of the island will then require the speed tables either to be raised to the same elevation which in turn creates a “dam” effect for storm water that is sheet flowing to existing drainage inlets or an ABA ramp down from the sidewalk, then back up to the speed table.

Figure 1 - Speed Table

Figure 2 – Protected Walking Path

Project #593-25-307 | 6/30/2025 Page 5

Per the VA provided survey, the existing parking islands range in width from 6’-0” to 8’-6”. This width allows for a fully ABA compliant walking path within the existing island area. Per the PG 18-10 Site Design Manual, the proposed walking paths are defined as Secondary Walkways; “Secondary walkways are those segments that link secondary generators of pedestrian activity and carry moderate volumes of pedestrian traffic. The majority of walkways on a facility shall fall into this category”. Secondary walkways shall be at least 6’-0” wide to accommodate two people walking abreast and to allow passing room.

The proposed protected walking paths are ideally placed within the existing parking islands; however, if the existing parking islands are deemed too narrow to accommodate the 6’-0” walking path or the covered parking columns create a conflict, an alternative location should be considered or variance in width allowed. Should a conflict not allow the walking paths to be placed within these existing islands, or the variance is not acceptable, VCI recommends moving the pathways to an existing parking isle and installing concrete bollards as a means of protecting the pedestrians from vehicles.

4.3 Loop Road Crossings

Due to the location of multiple parking areas, access to the main campus building may require crossing the main loop road. At each proposed crossing location, pedestrian signage with full-time LED warning lights shall be installed on both sides of the crossing (see Figure 3). In conjunction with signage, roadway striping will be added for additional warning for vehicles. Additionally, speed bumps, rumble strips, or speed tables may be added to ensure reduced vehicular speeds prior to approaching the crossing.

Should reducing overall vehicular speeds on the main loop road be desired, VCI recommends placing speed tables periodically and at each pedestrian crossing in a similar manner to the parking areas.

4.4 Sidewalks

Sidewalks should be added to connect the pedestrian pathways throughout the different parking areas where solid surface walkways do not exist. In the northern parking lot (Parking Lot G), curbing and sidewalks are recommended to be added on the southern and eastern perimeter (see Figure 4). Raised sidewalks with curbing will protect pedestrians from vehicles and guide them on the safest route possible from the parking lot to their respective destinations. Sidewalks shall be constructed per the requirements of the PG-18-10 and 2010 ADA Standards for Accessible Design and shall be a minimum of 6’-0” wide.

4.5 Drop-Off Zones

Dedicated drop-off zones should be added where space permits to allow the safe drop-off of visitors. VCI recommends adding a dedicated drop-off zone at the north-east entrance (Entrance B). Per the PG-18-10, the minimum separation between the drop-off zone and the building structure must be at least 50 feet.

By reducing the size of the parking island as shown on sheet C-403, a full 24’-0” wide roadway with a one-way 16’-0” drop-off zone can be accommodated within the given space while maintaining minimum setbacks.

Figure 3 – Signage

Figure 4 – Parking Lots & Entrance Locations

Project #593-25-307 | 6/30/2025 Page 6

At the northwest entrance (Entrance H), a dedicated drop-off zone could be added by eliminating areas of landscaping and adding a drop-off zone to the south of the existing roadway. This drop-off zone would meet the minimum separation requirements mentioned above.

4.6 Lighting

A lighting analysis was not performed as a part of this task. Per the PG-18-10 Site Design Manual for secondary walkways, the proposed walking paths shall “be well lighted along segments that receive nighttime activities”. Lighting analysis should be performed by the designer of record for this project.

5.0 Parametric Cost Estimate

A parametric cost estimate was completed for this task for the construction of the infrastructure shown on the plan set & described in the BOD. The estimate for construction is just under $2,000,000. See Appendix B for the detailed estimate and a breakdown of costs.

The following narrative is intended to provide detailed information used in the development of the cost estimate.

5.1 Basis of Estimate (BOE)

The scope of work, plans, standards, references, forms, and methodology used in the development of the estimates are listed below.

A. All estimates and corresponding supporting documentation are provided in accordance with the “Manual for Preparation of Cost Estimates & Related Documents for VA Facilities,” dated March 8th, 2011.

B. Estimate is classified as a Parametric Class 5 as defined by AACE International Recommended Practice 56R-08 with an expected accuracy range of -50% to +100%.

C. RS Means 2024 Commercial New Construction and RS Means 2024 Site Work and Landscape cost books have been referenced in conjunction with historical bid pricing and additional federal agency cost libraries to develop unit costs.

D. Estimate quantities are derived from quantitative take-off (QTO) development.

E. Estimate Work Breakdown Structure (WBS) is based upon current guidance indicated within the “Modified Tri-Service Work Breakdown Structure”.

F. Schedule is identified as 6 months total duration. Sequencing impacts have been addressed within Add-Ons and are identified within the estimate.

5.2 Clarifications

The following parameters were used in the development of the cost estimates:

A. Unit pricing is based on cost libraries which are derived from RS Means 2024 Commercial New Construction and RS Means 2024 Site Work and Landscape cost books. Historical and market-based pricing has been adjusted to reflect the current PAX DOD Area Cost Factor (ACF) and RS Means City Cost Indices for 2024.

B. Hourly labor rates are derived from Davis-Bacon determination. Average wages were combined with identified Fringe benefits, Payroll tax, and Workers Compensation (WCI) to develop burdened hourly rates. Lodging and M&IE expenses are based upon GSA/FTR rates.

Project #593-25-307 | 6/30/2025 Page 7

C. Labor Add-Ons are identified and applied as follows:

1) Labor Adjustment Factor, generally, adds to labor at 10% of Labor Cost Only. The adjustment factor is based on labor inefficiencies identified due to weather conditions and potential phasing concerns.

2) Add for Small Tools at 2% of Labor Cost reflects the appropriate percentage for small tools and consumables.

D. Material Add-Ons as follows:

1) Las Vegas, Nevada Sales Tax Rate at 8.375% of material costs.

E. Design Contingency is set at 25%.

F. Local Market Conditions are set at 25%. See Section 5.4 below.

G. The size and scope of work are too small for large businesses; as a result, the markups will be slightly elevated. We have utilized 25% subcontractor markups based on similar size projects.

H. Job Conditions Allowances considered in the Schematic Design cost estimate as follows:

1) Labor availability, shortage, add, modifications @ 12%

2) Subcontractor availability, shortage, add modifications @ 10%

I. Estimate assumes that Prime Contractor will be a SDVOSB with the majority, if not all work, to be performed by subcontractors.

5.3 Market Survey/Analysis – Las Vegas, NV

Local Market Conditions established at 25% due to review of 2019 PAX DOD Area Cost Factors, 2024 RS Means City Cost Indices, and Turner Cost Indices. After reviewing current market conditions and small business goals, the size and scope of the project may restrict larger firms from bidding, thus restricting the potential bid pool. A market factor of 25% was established to account for bid pool concerns.

Project #593-25-307 | 6/30/2025 Page 8

Appendix A Drawings

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SCHEMATIC DESIGN

N/A

U. S. Department of Veterans Affairs

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

NORTH LAS VEGAS VA MEDICAL CENTER

ASSIGNMENT No. 21 - RECONFIGURE

PARKING LOTS FOR PEDESTRIAN SAFETY

North Las Vegas, NV

593-25-307

N/A Project Manager

06/30/2025Revisions: Date:

Marjorie Winemiller Project Engineer Email: Marjorie.Winemiller@va.gov

Sheet of 7

JVSF

NO

T

FO

R

CO

NS

TR

UC

TI

ON

NOT FOR

CONSTRUCTION

G-001

COVER

SITE LOCATION MAP

SCALE: NTS

PROJECT TEAM

FIRM PANEL

SCALE: NTS

N

DEPARTMENT OF VETERANS AFFAIRS

NORTH LAS VEGAS VA MEDICAL CENTER

TASK 21 - RECONFIGURE PARKING LOTS FOR PEDESTRIAN SAFETY

VA PROJECT NO. 593-25-307

6900 N. PECOS RD, NORTH LAS VEGAS, NV 89086

1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON

AVAILABLE INFORMATION PROVIDED BY THE VAMC.

2. THE SITE FEATURES AND ELEVATIONS SHOWN HEREON ARE BASED UPON

AVAILABLE INFORMATION PROVIDED BY THE VAMC.

3. THE SITE IS LOCATED WITHIN ZONE X PER FEMA FLOOD MAPS 32003C1786F DATED

NOVEMBER 16, 2011 & 32003C1790F DATED NOVEMBER 16, 2011, WITH A 0.2%

CHANCE OF ANNUAL FLOOD.

GENERAL NOTES

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

COVINGTON, LA 70433

CONTACT: JORDAN VANDERMEER

JORDAN.VANDERMEER@VALIINT.COM

479-225-8170

SITE OWNER

NORTH LAS VEGAS VA MEDICAL CENTER

NORTH LAS VEGAS, NV 89086

CONTACT: MARJORIE WINEMILLER

MARJORIE.WINEMILLER@VA.GOV

702-241-9729

N

SHEET INDEX

SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVER

C-501

C-502 DETAIL - PROTECTED WALKING PATH

C-403 ENLARGED SITE PLAN

C-402

DETAIL - SPEED TABLE

C-101 OVERALL SITE PLAN

C-401

FIRM PANEL

SCALE: NTS N

NORTH LAS VEGAS

VA MEDICAL CENTER

NORTH LAS VEGAS

VA MEDICAL CENTER

COUNTY ROAD 215

E CENTENNIAL PKWY

N P

EC

O

S R

D

N L

AM

B

BL

VD

INTERSTATE 15

NORTH LAS VEGAS

VA MEDICAL CENTER

ENLARGED SITE PLAN

ENLARGED SITE PLAN

24'-0"

16'-0"

52.30'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

SCHEMATIC DESIGN

N/A

U. S. Department of Veterans Affairs

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

NORTH LAS VEGAS VA MEDICAL CENTER

ASSIGNMENT No. 21 - RECONFIGURE

PARKING LOTS FOR PEDESTRIAN SAFETY

North Las Vegas, NV

593-25-307

N/A Project Manager

06/30/2025Revisions: Date:

Marjorie Winemiller Project Engineer Email: Marjorie.Winemiller@va.gov

Sheet of 7

JVSF

NO

T

FO

R

CO

NS

TR

UC

TI

ON

NOT FOR

CONSTRUCTION

SEE SHEET C-401 SEE SHEET C-402

SEE SHEET C-403

LEGEND AND SYMBOLS

GENERAL NOTES:

1. SURVEY ELEVATIONS AND SITE FEATURES WERE

PROVIDED BY THE VA. ALL SITE FEATURES & ELEVATIONS

SHALL REQUIRE VERIFICATION PRIOR TO FULL DESIGN.

2. THE PROPOSED PEDESTRIAN SPEED TABLES MAY CAUSE

STORM WATER THAT TYPICALLY SHEET FLOWS TO

CONSOLIDATE AND CREATE SHALLOW CONCENTRATED

FLOWS. A FULL GRADING ANALYSIS SHALL BE REQUIRED

PRIOR TO FULL DESIGN.

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING BUILDING

EXISTING STRIPING

EXISTING SIDEWALK

EXISTING CURBING

EXISTING FENCING

EXISTING PROPERTY LINE

SPEED TABLE

CONCRETE CURB & GUTTER

CONCRETE SIDEWALK

STRIPED PEDESTRIAN

CROSSING

STORM WATER PIPE

OVERALL SITE PLAN

C-101

0 100 200

1 INCH = 100 FEET

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AutoCAD SHX Text APN 123-19-000-003 VETERAN AFFAIRS GROSS AREA:168.610 ACRES NET AREA: 143.171 ACRES

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VA HOSPITAL NORTH 6900 NORTH PECOS ROAD

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AutoCAD SHX Text APN 123-19-000-003 VETERAN AFFAIRS GROSS AREA:168.610 ACRES NET AREA: 143.171 ACRES

AutoCAD SHX Text

VA HOSPITAL NORTH 6900 NORTH PECOS ROAD

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WALNUT ROAD

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PECOS ROAD

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SHELLEY BERKLEY WAY

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AutoCAD SHX Text APN 123-19-000-003 VETERAN AFFAIRS GROSS AREA:168.610 ACRES NET AREA: 143.171 ACRES

AutoCAD SHX Text

VA HOSPITAL NORTH 6900 NORTH PECOS ROAD

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BASIN

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36 COVERED PARKING

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36 COVERED PARKING

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36 COVERED PARKING

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36 COVERED PARKING

AutoCAD SHX Text

AutoCAD SHX Text

VHALASHerreB Cloud+

VHALASHerreB Cloud+ Proposed Cart Parking

VHALASHerreB Text Box Total SF shown on drawings:

33,592.17 43,474.17 w/ parking…

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