24-8265_Exhibit_L-3_-_LDAR_Signed.pdf

16th Street: LDAR

February 2024

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

LIGHTING DESIGN ANALYSIS REPORT

16TH STREET NE FROM GOLDEN GATE BLVD WEST TO RANDALL

BOULEVARD, COLLIER COUNTY

FPID: 451283-1-58-01

CONTRACT NUMBER: 22-7944

FDOT District ONE

Dr. Fathy Abdalla, P.E., PTOE Kisinger Campo & Associates Corp.

Florida License No.: 63914

This report has been digitally signed and sealed by

On the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Kisinger Campo & Associates

201 N. Franklin Street, Suite 400 Tampa, FL 33602

M. Fathy Abdalla, P.E. No.: 63914

Contents

1. General Description

1.1. Project Description

1.2. Project Map

2. Lighting Analysis

2.1. Lighting Criteria

2.2. Photometric Analysis

Appendix A: Photometric Results

Appendix B: SL5 Specifications

Appendix C: Voltage Drop Calculations

1. General Description

This Lighting Design Analysis Report (LDAR) has been prepared by Kisinger Campo & Associates

(KCA) as part of FPID 451283-1-58-01 located along 16th St at Randall Blvd.

1.1. Project Description

The purpose of this project is to construct roadway improvements along a 3.3 mile section of 16th

Street from the intersection with Golden Gate Boulevard West extending north to the intersection of

Randall Boulevard. These improvements include connectivity and roadway enhancement to dead-end streets and the addition of a signal system at the intersection of 16th Street NE and Randall Boulevard.

The purpose of this memorandum is to document the results of the lighting analysis (photometric calculations) conducted for FPID 451283-1-58-01 using Light Emitting Diode (LED) luminaires while adhering to FDOT’s roadway lighting criteria for signalized intersections and crosswalks. This report will conclude that the proposed lighting is compliant with FDOT’s roadway lighting criteria for signalized intersections.

1.2. Project Map

2. Lighting Analysis

2.1. Lighting Criteria

Florida Department of Transportation’s Design Manual (FDM) Chapter 231

• Signalized Intersections o Criteria:

16TH St and Randall Blvd.

Illumination Level

Signalized Intersection

Horizontal Average Illumination (HFC) 1.5 – 3.0

Vertical Average Illumination (VFC) 1.2 - 1.5

Avg. / Min 4:1 or less

Max / Min 10:1 or less

Veiling Luminance Ratio N/A

2.2. Photometric Analysis

The design application used in performing the photometric analysis was AGi32. The design luminaire selected for analysis in new construction was the Apollo Metro Solutions distribution, Power

Performance Package “SL5” mini LED, mounted at 35’, with a 12’ arm. Two existing luminaires located on Valencia Golf & Country Club property were included in the analysis due to their proximity to the intersection. The existing luminaires Appendix A summarizes the results of the photometric analysis, and Appendix B displays the manufacturer’s specifications for the SL5.

The analysis method used to evaluate the horizontal illumination for signalized intersections (as described in FDM Chapter 231) is to establish a calculation zone defined by the intersection limits.

Each calculation zone measures the illuminance using light meters spaced at 5’ longitudinally and 5’ transversely.

The analysis method used to evaluate vertical illumination for crosswalks at signalized intersections is to establish a linear array of light meters aimed at oncoming traffic. Each variable light meter is at a 5’ elevation, is spaced at 1.65’ along the center of the crosswalk and is aimed at a point upstream defined by the stopping sight distance. For this project, Randall Blvd has a posted speed of 45 MPH, meaning that the stopping sight distance is 360’ (FDM Table 210.11.1).

The results from Appendix A show that the FDOT Lighting Criteria is satisfied.

Appendix A: Photometric Results

M. Fathy Abdalla, PE License No. 63914 813-871-5331

Kisinger Campo & Associates 201 North Franklin Street, Suite 400 Tampa, Fl 33602

Photometric Analysis Randall Blvd / 16th Street

FPID 451283-1-58-01

Luminaire Schedule

Symbol Qty Label

Isoline Legend

Illuminance (Fc)

Calculation Summary

Label CalcType Units Avg

Color Value

Arrangemen t

Description Luminaire

Max Min Avg/Min

Watts

Max/Min

NB LT VFC Illuminance Fc

1.5

1.52 1.7 1.3 1.17 1.31

RANDALL BLVD HFC Illuminance Fc

2.55 hbs-250hps-mc2_-s0405184-

Single Existing Neighborhood

Lighting, 0.9 LLF

5.0 0.8 3.19 6.25

SB RT VFC Illuminance Fc 1.65 1.9 1.4 1.18 1.36

West Approach

Crosswalk EB

Illuminance Fc 1.44 1.8 0.7 2.06 2.57

5 Apollo SL5 Mini LED Single 12' arm, 35' MH, 4000K

Color Temperature

157.6

2.6 2.5 2.4 2.2 2.0 1.9 1.7 1.5

3.1 3.1 3.0 2.7 2.4 2.3 2.1 2.0 1.8

3.7 3.5 3.2 2.9 2.7 2.5 2.4 2.4 2.2 2.0

4.0 4.0 3.6 3.3 3.0 2.9 2.8 2.8 2.7 2.7 2.5

3.8 4.1 4.0 3.6 3.2 3.0 2.9 2.9 3.1 3.2 3.3 3.0

4.0 4.2 4.2 3.9 3.5 3.1 2.8 2.8 2.9 3.1 3.5 3.7 3.5 3.0

4.1 4.4 4.4 4.1 3.7 3.3 2.8 2.6 2.6 2.7 2.9 3.4 3.7 3.7 3.6

3.9 4.4 4.6 4.4 3.9 3.4 3.0 2.6 2.4 2.3 2.5 2.7 3.1 3.5 3.7 3.8 3.8

2.8 3.6 4.2 4.7 4.7 4.2 3.7 3.2 2.7 2.4 2.2 2.1 2.2 2.4 2.8 3.1 3.5 3.8 4.0 3.9

2.4 2.6 3.2 3.8 4.4 4.8 4.6 4.1 3.5 2.9 2.5 2.1 2.0 1.9 1.9 2.1 2.4 2.7 3.1 3.5 3.8 4.0 3.8

2.7 3.1 3.6 4.1 4.7 4.8 4.5 3.9 3.3 2.8 2.2 1.9 1.7 1.6 1.7 1.8 2.0 2.4 2.7 3.0 3.4 3.8 3.8 3.6 3.1

3.1 3.6 4.1 4.6 4.9 4.8 4.4 3.7 3.1 2.5 2.1 1.7 1.5 1.4 1.4 1.6 1.8 2.0 2.3 2.7 3.1 3.4 3.7 3.6 3.5 3.0 2.6

3.3 3.8 4.3 4.9 5.0 4.7 4.3 3.6 2.9 2.4 1.9 1.6 1.4 1.3 1.2 1.4 1.5 1.7 2.0 2.3 2.7 3.1 3.4 3.6 3.7 3.3 2.8 2.3 1.8 1.4

3.3 3.8 4.2 4.7 4.8 4.5 4.0 3.4 2.8 2.3 1.8 1.5 1.3 1.2 1.1 1.2 1.3 1.5 1.7 2.0 2.3 2.7 3.1 3.3 3.5 3.3 2.8 2.4 2.0 1.6

3.2 3.7 4.2 4.6 4.7 4.4 3.8 3.2 2.7 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.1 1.3 1.5 1.7 2.0 2.4 2.7 2.9 3.1 3.1 2.8 2.4 2.0 1.7

3.0 3.6 4.1 4.5 4.6 4.3 3.8 3.1 2.6 2.1 1.7 1.4 1.2 1.0 0.9 0.9 1.0 1.2 1.3 1.6 1.8 2.1 2.3 2.6 2.8 2.8 2.6 2.3 2.0 1.8

2.7 3.4 4.0 4.4 4.6 4.3 3.7 3.2 2.6 2.1 1.7 1.4 1.1 1.0 0.9 0.9 0.9 1.0 1.2 1.4 1.6 1.8 2.0 2.3 2.4 2.5 2.5 2.3 2.1 1.9

2.5 3.2 4.0 4.5 4.8 4.4 3.8 3.2 2.7 2.2 1.8 1.4 1.1 0.9 0.9 0.8 0.9 0.9 1.1 1.2 1.4 1.6 1.9 2.0 2.2 2.3 2.3 2.3 2.2 2.1

2.2 3.0 3.8 4.4 4.8 4.5 4.0 3.4 2.8 2.3 1.8 1.4 1.2 1.0 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.9 2.1 2.2 2.2 2.3 2.3 2.2

2.0 2.6 3.4 4.1 4.5 4.5 4.1 3.5 2.8 2.3 1.8 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.9 2.0 2.0 2.1 2.2 2.2 2.3

2.5 3.3 4.0 4.5 4.6 4.2 3.6 3.0 2.4 2.0 1.6 1.2 1.0 0.9 0.8 0.8 0.8 1.0 1.2 1.4 1.5 1.7 1.8 1.9 1.9 1.9 2.0 2.1 2.3

4.5 4.7 4.3 3.8 3.2 2.6 2.1 1.6 1.3 1.0 0.9 0.8 0.8 0.8 0.9 1.1 1.4 1.6 1.7 1.8 1.8 1.8 1.8 1.9 2.0 2.2

4.8 4.5 3.9 3.3 2.7 2.2 1.7 1.3 1.1 0.9 0.8 0.8 0.8 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.8

4.7 4.2 3.5 2.9 2.3 1.8 1.4 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.5 1.7 1.9 2.0

4.4 3.7 3.1 2.4 1.9 1.5 1.1 1.0 0.9 0.9 0.9 1.1 1.3 1.6 1.9 2.2

4.6 4.1 3.3 2.6 2.0 1.5 1.2 1.0 0.9 0.9 1.0 1.1 1.4 1.8 2.2 2.5

1.5

1.6

1.6

1.6

1.6

1.7

1.7

1.7

1.8

1.8

1.7

1.7

1.6

1.6

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

1.4

1.4

1.5

1.5

1.6

1.6

1.7

1.8

1.8

1.9

1.9

1.3

1.3

1.4

1.4

1.5

1.5

1.6

1.6

1.7

1.7

1.7

Appendix B: SL5 Specifications

Apollo SL5 mini – The ideal LED lamp for outdoor use that is highly cost-effective. The robust die cast aluminum housing with its finned surface guarantees excellent heat management. The light is ETL listed and conforms to UL STD 1598.

• for street, roadway and parking lot lighting applications

• heat management system assures long LED life and minimal lumen depreciation

• tool-less entry for ease of maintenance

• modular LED design with the ability to easily replace LEDs in the field

• universal mounting design

• best lumens per watt/lumen per dollar in the industry

• mil-spec components to withstand the hottest and coldest climates

• wireless control on UHF and 900 MHz

• adjustable elevation in mounting bracket

Number of LEDs 8

Lumen@4000k 17900

Typical Power Consumption (W) 150

©2020 Apollo Metro Solutions www.apollometro.com

Electrical

Input Voltage 100-277 V AC or 480 V AC or

48 V DC

Frequency Range 50/60 Hz

Surge Spike Protection Compliance to EN61000-4-5 6 kV, 10 kV line to ground

Optical

Light Source CREE XHP 70-2

Color Temperature 4000 K – others on request

Custom Design Lens Source LEDIL

Beam Pattern Type III or type IV, others on request

Environmental

Operating Temperature -40 to +85C

Mechanical

Dimensions 520 x 280 x 75 mm

Weight 12.8 Lbs. (5.8kg)

Material Aluminum Alloy / Glass

Wind Load 0.0336 m² = 0.362 sqft

Mounting 2.6”/63 mm

Type 3 Lens Type 4 Lens

©2020 Apollo Metro Solutions www.apollometro.com

Appendix C: Voltage Drop Calculations

INTERSECTION LIGHTING VOLTAGE DROP CALCULATIONS

Project No. 451283-1-58-01 W.P.I. NO: 60 CYCLE AC RESISTANCE ONE WIRE (CU)

ROAD: 16th Street COUNTY: Collier

PROJECT DESCRIPTON: 4-Way Intersection, Lighting PREPARED BY: Isaiah Rojas, EI WIRE SIZE 25 DEG C 40 DEG C 75 DEG C

COMMENT: Circuit A-1 CHECKED BY: Craig Singer, PE (#AWG) (OHMS/FT) (OHMS/FT) (OHMS/FT)

SERVICE VOLTAGE: 480 Single Phase DATE: 02/20/2024 10 0.00101800 0.00107700 0.00012900

8 0.00065400 0.00069200 0.00080900

6 0.00041000 0.00043350 0.00051000

4 0.00025900 0.00027400 0.00032100

2 0.00016200 0.00017150 0.00020100

0 0.00010210 0.00010811 0.00012700

INPUT DATA CALCULATED RESULTS

FIXTURE WIRE WIRE NUMBER TEMPERATURE FIXTURE NUMBER CONDUCTOR FIXTURE SEGMENT TOTAL SEGMENT ACCUMULATED

TO LENGTH X 2 SIZE OF FOR SIZE OF RESISTANCE AMPERAGE RESISTANCE AMPERAGE VOLTAGE VOLTAGE

FIXTURE (FEET) WIRES RESISTANCE FIXTURES DROP DROP

(L) (AWG) CONDUCTORS DEGREE "C" (Watts) (r) (i) (R=L*r) (I) (V=I*R) (V1+V2+...)

Load Center A to Pole #5 622 6 3 75 158 1 0.000510 0.329 0.3172 0.33 0.10 0.10

MAXIMUM VOLTAGE DROP: 0.10

PERCENT VOLTAGE DROP: 0.02%

CONDUCTOR SIZE: O.K.

INTERSECTION LIGHTING VOLTAGE DROP CALCULATIONS

Project No. 451283-1-58-01 W.P.I. NO: 60 CYCLE AC RESISTANCE ONE WIRE (CU)

ROAD: 16th Street COUNTY: Collier

PROJECT DESCRIPTON: 4-Way Intersection, Lighting PREPARED BY: Isaiah Rojas, EI WIRE SIZE 25 DEG C 40 DEG C 75 DEG C

COMMENT: Circuit A-2 CHECKED BY: Craig Singer, PE (#AWG) (OHMS/FT) (OHMS/FT) (OHMS/FT)

SERVICE VOLTAGE: 480 Single Phase DATE: 02/20/2024 10 0.00101800 0.00107700 0.00012900

8 0.00065400 0.00069200 0.00080900

6 0.00041000 0.00043350 0.00051000

4 0.00025900 0.00027400 0.00032100

2 0.00016200 0.00017150 0.00020100

0 0.00010210 0.00010811 0.00012700

INPUT DATA CALCULATED RESULTS

FIXTURE WIRE WIRE NUMBER TEMPERATURE FIXTURE NUMBER CONDUCTOR FIXTURE SEGMENT TOTAL SEGMENT ACCUMULATED

TO LENGTH X 2 SIZE OF FOR SIZE OF RESISTANCE AMPERAGE RESISTANCE AMPERAGE VOLTAGE VOLTAGE

FIXTURE (FEET) WIRES RESISTANCE FIXTURES DROP DROP

(L) (AWG) CONDUCTORS DEGREE "C" (Watts) (r) (i) (R=L*r) (I) (V=I*R) (V1+V2+...)

Load Center A to Pull Box 554 6 3 75 158 1 0.000510 0.329 0.2825 0.99 0.28 0.28

Pull Box to Pole # 3 58 6 3 75 158 1 0.000510 0.329 0.0296 0.66 0.02 0.30

Pull Box to Pole # 1 84 6 3 75 158 1 0.000510 0.329 0.0428 0.33 0.01 0.31

MAXIMUM VOLTAGE DROP: 0.31

PERCENT VOLTAGE DROP: 0.07%

CONDUCTOR SIZE: O.K.