The URL can be used to link to this page

Home My WebLink About8.1Central Road Street Lighting5/11/2017 BoardDocs® Pro IN Agenda Item Details Meeting Apr 18, 2017 - REGULAR MEETING OF THE VILLAGE BOARD - 7:00 p.m. Category 8. VILLAGE MANAGER'S REPORT Subject 8.1 Accept proposal for Central Road Street Lighting Improvements Design and Construction Engineering in an amount not to exceed $51,732 Access Public Type Action Preferred Date Apr 18, 2017 Absolute Date Apr 18, 2017 Fiscal Impact Yes Dollar Amount 51,732.00 Budgeted Yes Budget Source Motor Fuel Tax Fund Recommended Accept the proposal from Hampton, Lenzini, and Renwick Consulting Engineers of Elgin, Illinois for Action Central Road Street Light Improvements Design and Construction Engineering in an amount not to exceed $51,732. Public Content Information A key component of the Mount Prospect Strategic Plan is to improve the Village's infrastructure including identifying lighting needs and gaps within the current streetlight system. In 2016, a comprehensive study of street lighting along major traffic corridors was performed. The purpose of the study was to identify gaps in lighting or areas where existing lighting was deficient. A copy of this study is enclosed as Attachment A. One (1) identified gap exists on Central Road. Central Road is a major east — west arterial street through the heart of the Village with average daily traffic counts of 20,000 vehicles per day. There are existing streetlights on Central Road through much of Mount Prospect, however there is a gap between Emerson Street and just west of Mount Prospect Road. Attachment B contains a map depicting this area. Staff proposes installation of street lights to fill this gap and complete lighting of the entire Central Road corridor. Village staff is seeking at this time to enter into a contract with a consulting firm for design and construction engineering to facilitate construction this year. Staff solicited proposals from six (6) engineering consulting firms to provide design and construction engineering services for this proposed project. A copy of this request is enclosed as Attachment C. Four (4) firms responded sending in statements of qualifications while two (2) firms declined due to scheduling conflicts. Each firm was asked to submit as part of their proposal the following information: 1. Resumes of key personal and related experience on similar type projects 2. Summary of the firm's approach to the project 3. Staff hour estimate and cost proposal for major phases of work 4. Project schedule Tasks that were identified to be performed included: Desian En4ineerin4 hftps://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 1/3 5/11/2017 BoardDocs® Pro • Topographic survey • Preparation of construction plans, specifications and cost estimates • Obtain all necessary permits/approvals from affected agencies • Bidding assistance • Attend meetings • Any additional tasks recommended by the consultant Construction Enaineerina • Provide construction staking and layout • Provide construction inspection and supervision • Attend construction meetings • Prepare pay estimates, punch -list and as -built drawings The consulting firms' proposals were reviewed on the basis of their understanding of our goals and their project methodology. They were rated (with a maximum score of 100 points) according to these specific categories: background of firm, capacity to perform work, understanding of project, related work experience, project schedule, and projected manhours. Table 1 below summarizes this analysis: Table 1 Category HLR Ciorba ESI K -Plus Background of firm (Max 15 points) 13 15 14 12 Capacity to perform work (Max 15 points) 15 15 14 12 Understanding of project (Max 20 points) 19 16 20 20 Related project experience (Max 20 points) 17 20 15 15 Project schedule (Max 15 points) 15 13 15 15 Projected manhours (Max 15 points) 15 12 8 10 Total Points: F9 4-7 91 86 P4771 The highest rated firm was Hampton, Lenzini, and Renwick (HLR) of Elgin, Illinois. HLR edged Ciorba Group by submitting a more complete proposal that included services Ciorba's proposal did not. These services include preparation of project as -built drawings, performing construction layout, and allotting more hours for on-site construction inspection/engineering. ESI submitted a responsive, but comparatively labor and cost intensive proposal. K -Plus' proposal did not indicate robust municipal lighting experience or familiarity with motor fuel tax funding. Furthermore, K -Plus allotted an inordinate amount of work effort to design engineering and, in the opinion of staff, not enough to construction inspection. A copy of HLR's submittal is enclosed as Attachment D. Cost proposals were also requested from all the consultants. Analysis of cost proposals is summarized in Table 2 below : Table 2 Firm Total Cost Hours Cost/Hour Hampton, Lenzini, & Renwick (HLR) $51,732.00 499 $103 K -Plus Engineering (K+) $49,958.56 475 $105 Ciorba Group (Ciorba) $64,355.53 520 $123 ESI Consultants, LTD (ESI) $96,238.76 723 $133 The lowest overall cost proposal was submitted by K -Plus Engineering of Hinsdale, Illinois. However, the lowest hourly cost proposal was submitted by Hampton, Lenzini, and Renwick. As previously indicated, it is the opinion of staff that HLR submitted a more qualitative proposal. Furthermore, the cost difference between these two lowest cost submittals is less than 3.6% ($1,773.44). Staff finds that HLR's work effort estimate is reasonable for the scope of work proposed (499 hours) and the average hourly rate ($103/hour) is competitive. hftps://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 2/3 5/11/2017 BoardDocs® Pro HLR has put together a very strong project team with experience in design and construction engineering for municipal streetlight projects. They have a very experienced professional engineering staff with a thorough understanding of the project including permitting, coordination, communication, and documentation needs to successfully prosecute the work utilizing motor fuel tax (MFT) funding. It is staff's opinion that HLR will provide the best product while applying an appropriate number of hours to design and construction engineering tasks. Furthermore, it is the opinion of staff that HLR's cost proposal is responsive. Staff estimated 480 hours to complete the requisite work at an approximate cost of $55,200. Alternatives 1. Accept proposal from Hampton, Lenzini, and Renwick for Central Road Street Lighting Improvements Design and Construction Engineering. 2. Action at discretion of Village Board. Staff Recommendation Staff recommends that the Village Board accept the proposal submitted by Hampton, Lenzini, and Renwick of Elgin, Illinois to provide design and construction engineering services for the Central Road Street Lighting Improvements in an amount not to exceed $51,732. Attachment A _ VOMP_Corridor_Lighting_Evaluation-2016-06-20.pdf (3,311 KB) Attachment B _ Location Map.pdf (1,175 KB) Attachment C _ Central Road SL RFP.pdf (845 KB) Attachment D _ HLR Proposal.pdf (8,417 KB) Administrative Content Executive Content Motion & Voting Accept the proposal from Hampton, Lenzini, and Renwick Consulting Engineers of Elgin, Illinois for Central Road Street Light Improvements Design and Construction Engineering in an amount not to exceed $51,732. Motion by Michael Zadel, second by Paul Hoefert. Final Resolution: Motion Carries Yea: Paul Hoefert, John Matuszak, Steve Polit, Richard Rogers, Colleen Saccotelli, Michael Zadel hftps://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login 3/3 Attachment A Village of Mount Prospect Street Lighting Capital Program Corridor Lighting Evaluation June 20, 2016 Prepared by: RECIORBA GROUP Consulting Engineers 5507 N. Cumberland Avenue, Suite 402, Chicago, 11linois 60656 Phone: 773.775.4009 Fax: 773,775.4014 . www.ciorba.co,m Table of Contents ExecutiveSummary................................................................................................................... 1 Purpose.................................................................................................................................. 1 Methodology........................................................................................................................... 1 ExistingVillage Lighting.......................................................................................................... 1 Recommendations.................................................................................................................. 1 Existing Corridor Lighting Review............................................................................................... 3 Corridors................................................................................................................................ 3 FieldReviews......................................................................................................................... 3 DaytimeReview.................................................................................................................. 3 NighttimeReview................................................................................................................ 3 FurtherInvestigation........................................................................................................ 4 DataCollection....................................................................................................................... 4 Roadwaywidth................................................................................................................... 4 AdjacentLand Use.............................................................................................................. 4 Length of Roadway to be Illuminated.................................................................................. 5 Average Annual Daily Traffic(AADT).................................................................................. 5 Existing Conditions Summary................................................................................................. 6 Recommended Improvements................................................................................................... 8 PhotometricAnalysis.............................................................................................................. 8 ESClassification................................................................................................................ 8 Street.............................................................................................................................. 8 PedestrianConflict.......................................................................................................... 8 TargetLighting Levels......................................................................................................... 9 RoadwaySections.............................................................................................................10 PoleMounting Height.........................................................................................................10 PoleLayout........................................................................................................................10 Luminaires.........................................................................................................................11 Calculations.......................................................................................................................11 Recommended Improvements Summary...............................................................................12 ImprovementPriority.................................................................................................................14 RatingsCriteria......................................................................................................................14 AAD T.................................................................................................................................14 Adjacent Land Use (ALU)..................................................................................................14 RoadwayGeometry(RG)...................................................................................................15 VOMP Police Department Input (PDI)................................................................................15 Ratings..................................................................................................................................15 CostEstimate...........................................................................................................................16 UnitCost...............................................................................................................................16 Numberof Poles....................................................................................................................16 Estimate by Corridor — New Lighting.....................................................................................20 Estimate by Area — LED Retrofit............................................................................................21 TotalProgram Cost...............................................................................................................22 EnergyCharges....................................................................................................................22 ExistingCharges................................................................................................................22 ProposedCharges.............................................................................................................22 MaintenanceExpenses.........................................................................................................22 ExistingExpenses..............................................................................................................22 ProposedExpenses...........................................................................................................23 FailureRates..................................................................................................................23 LED Luminaire Replacements........................................................................................23 ExpenseCalculation.......................................................................................................24 Comparison of Maintenance Expenses..............................................................................25 Potential Funding Sources........................................................................................................25 Village Capital Improvement Plan..........................................................................................25 Northwest Municipal Conference...........................................................................................25 Highway Safety Improvement Program (HSIP)..................................................................25 Illinois Transportation Enhancement Program (ITEP) ........................................................26 Surface Transportation Program (STP)..............................................................................26 Grants...................................................................................................................................26 Public Sector Energy Efficiency Program by DCEO...........................................................26 Illinois Clean Energy Community Foundation.....................................................................26 Database of State Incentives for Renewables & Efficiency (DSIRE)..................................26 EnergyService Company......................................................................................................27 PrivateFinancing...................................................................................................................27 Term..................................................................................................................................27 1 nterest Rate......................................................................................................................27 Payment............................................................................................................................27 Fees...................................................................................................................................28 Recommendations....................................................................................................................28 Determine Program Scope....................................................................................................28 DetermineProgram Timeline .................................................................................................28 ObtainProgram Funding.......................................................................................................28 ProjectPackaging.................................................................................................................28 DesignEngineering...............................................................................................................28 Construction Observation......................................................................................................29 Trialinstallation(s).................................................................................................................29 Luminaire Preferences.......................................................................................................29 LightColor Temperature....................................................................................................29 LuminaireManufacturers...................................................................................................29 ControlSystems.................................................................................................................29 Develop Standard Details and Specifications........................................................................29 Dark-Sky...................................................................................................................................30 Purpose.................................................................................................................................30 Website.................................................................................................................................30 IndustryAcceptance..............................................................................................................30 ModelLighting Ordinance......................................................................................................30 Recommendations.............................................................................................................30 Dark -Sky Community Certification.........................................................................................31 Designation........................................................................................................................31 KeyRequirements.............................................................................................................31 Recommendations.............................................................................................................31 Appendix A — Luminaire Catalog Cuts.....................................................................................A-1 AppendixB — Photometric Results.......................................................................................... B-1 Appendix C — Photometric Calculations for Areas that Required Further Investigation ............ C-1 Appendix D — VOMP Police Department Correspondence......................................................D-1 Appendix E — Electricity Charges Calculations........................................................................ E-1 Average Monthly Electricity Charges (2015)........................................................................ E-1 Dollarper Watt Calculation.................................................................................................. E-2 Proposed Street Lighting Annual Electricity Charges Calculation ........................................ E-3 Appendix F — Maintenance Expense Calculations................................................................... F-1 Executive Summary Purpose In late 2015, the Village initiated a 2016-2021 strategic planning process. The Board of Trustees has expressed an interest to `brighten up' Mount Prospect and become more sensitive to light pollution concerns. Ciorba Group has been retained to study these requests and provide recommendations to be considered for the strategic plan. This study includes the review of nine key `gateway' corridors to evaluate the adequacy of the existing lighting and determine the cost and packaging for the installation of new roadway lighting for the unlit sections. Information regarding the Dark -Sky Association is also presented for consideration. Methodologv Two field reviews were completed to evaluate the existing lighting and determine the need for additional lighting. Other data was gathered through online sources such as Google Earth, the Illinois Department of Transportation (IDOT) website and other websites. Additional data was gathered from industry sources such as manufacturers and professional organizations. This data was assembled into this document, which was reviewed by Village Public Works staff and revised as necessary. Existing Village Lighting The existing roadway lighting within the Village generally meets current recommended design standards. During the review, three locations were identified for further investigation, with one location requiring corrective action to bring it into compliance. Recommendations The following recommendations should be considered: • Determine program scope. • Determine program timeline. • Obtain funding. • Prepare pilot program/trial installation. • Develop standard details and special provisions. • Complete program. Additional information regarding each of these recommendations can be found elsewhere in this document. VILLAGE OF MOUNT PROSPECT CORRIDOR LIGHTING EVALUATION WTON S'T... LEGEND E= EXISTING LIGHTING EM EXISTING LIGHTING TO BE IMPROVED EM PROPOSED NEW LIGHTING UNINCORPORATED VILLAGE LIMITS Existing Corridor Lighting Review The corridors included in this study were selected by the Village based on traffic volumes and/or the presence of commercial land use. Corridors The following corridors were identified for study: • Algonquin Road (IL 62) —Cedar Glen Drive to Elmhurst Road • Busse Road — 1-90 to Central Road • Central Road — Arthur Avenue to Wolf Road • Dempster Street — Algonquin Road to Elmhurst Road • Euclid Avenue (Cook Count A59) — Rand Road to River Road • Golf Road (IL 58) — Goebbert Road to Mount Prospect Road • Elmhurst Road / Main Street (IL 83) — Oakton Street to Camp McDonald Road • Northwest Highway (US 14) — Waterman Street to Mount Prospect Road • Rand Road — Albany Lane to Camp McDonald Road Field Reviews Two field reviews were completed to evaluate the existing lighting system and also identify the locations where new lighting is necessary to completely illuminate each corridor. Daytime Review The first review occurred during daytime hours. This purpose of this review was to identify locations without existing light poles. The entire length of each corridor was reviewed. Each corridor was broken down into segments of lit and unlit. The segments of each corridor without street lighting have been included in the Existing Conditions Summary table found at the end of this section. Nighttime Review A second review was completed for each segment of illuminated roadway during night hours while the luminaires were on. This review was focused on the quality of the lighting provided by the existing poles. Photometric analysis of the existing lighting would be very labor and cost prohibitive due to limited available information for the installed equipment. A much more cost-effective review was completed by having an experienced lighting designer drive each illuminated segment after dark. Locations that appeared to display inconsistent or low lighting levels were identified for further investigation by means of photometric analysis. Further Investigation Three locations were identified for further investigation: • Northwest Highway — Central Road to Fairview Avenue • Northwest Highway— Evergreen Ave to Mount Prospect Road • Rand Road — Elmhurst Road to Henry Street These locations were analyzed using AGi32 lighting design software. Photometric curves for the existing luminaires were assumed by considering information from the Hansen database, Village equipment preferences and past experience. Photometric analysis revealed that two of the three locations meet IES recommendations. Lighting levels for Northwest Highway between Central Road and Fairview Avenue are slightly out of the IES recommended ratios for a roadway of Collector Medium classification. This location can be brought into compliance by replacing the luminaires with those that have a better photometric distribution. Calculations were performed for a LED luminaire to confirm compliance with IES requirements. Photometric results for all three of these locations can be found in Appendix C. Data Collection Additional data was gathered for use in preparation of the recommended improvements. A brief description of the source of the data is included below. The collected data has been included in the Existing Conditions Summary table found at the end of this section. Roadway width Roadway widths were obtained by measuring aerial images within Google Earth's PC application. Changes in roadway width generally have a big impact in the spacing of light poles and required photometric distribution, therefore, each corridor was broken down into multiple segments where the roadway width changed due the addition of lanes or changes to roadway cross-section. Isolated right turn lanes were not included in the roadway width measurements. Right turn lanes were included for segments with multiple consecutive turn lanes. Adjacent Land Use Field notes, Google Earth aerial, and Google Street View images we reviewed to determine an overall adjacent land use for each segment. Length of Roadway to be Illuminated The limits of proposed lighting identified during the daytime field review were located using aerial images. The distance between these limits were measured using Google Earth. Average Annual Daily Traffic (AADT) Traffic volumes for each segment were identified using IDOT's Traffic Count website. For segments that reported multiple AADT values, the higher value was used. Ez►ating Conditions Summay ? ? ? 2 2 ? ? ? ? ? o ¥ C'� @ 3 c 3 3 - � o o � q 7 7 1- ? N J 7 7 b 7 � k m R R R 2 R R ? R R CD r (c A N 0) m ¥ 3 co cyi C � C\� cyi C-0 ¥ / 0 m / 7 CO Cl) 2 / 3 3 2p 2 a 2 7 _U % 2 o 7 E ? 2 ƒ # ¥ m 7 LU § f t \ = E � / k E (D / " 0 2 _ o f 0 2 0 o f E% � R y 2 ƒ § LU 3 g®\ % U § ± 2 z 3 0 0 2 0 C)- E LU6 — y © 2 R ƒ E k C)E _/ L 2 CD CE 2 k n 2_ E 2 2 § E 2 \ \ k kco k 0 9 ƒ= 2 2 _0 -0k � � a) a) ZZ ■ I � I / $ \ D ƒ % � e £ cu o0 0 ± U § \ M E � > E o 00 oo R ± o k.e f 0 \ ƒ 7 ƒ U � w R 0 ? ? ? ? ? ? ? m @ c m m 3 C q 7 7 � 7 7 ? 7 / 7 k � � C:) ? 2 R ? ? ? q � @ o @ o § � cli L C\T C c a 0 E ¥ U E 2 \ U b U 2 E E« 0 'a 2 C 0 = ¢ § 7 ¢ 2° « � c 0 4 « 2 % \ 2 [ \ 2 2 co 2 o y 0 . a y 0 0 0 LU 0� 3 0 0 0 0 z0 7 z O 3 m ( � � 7 ,aE f E k 0 0 2 k k ° : 2 f E k U co R % / � / \ L) CIO . £ ± 0 2 Recommended Improvements Recommended improvements were determined by photometric analysis. The following narrative documents the selections made to complete photometric calculations. Photometric Analysis IES Classification The following classifications are defined in ANSI/IES RP -8-14, the current recommended practice for roadway lighting. Each corridor was assigned to a classification based on the definitions listed below. Selections are included in the Recommended Improvements Summary table found at the end of this section. Street .. The part of the roadway system that serves as the principal network for through - traffic flow. The routes connect areas of principal traffic generation and important rural roadways entering and leaving the city. These routes are often known as "arterials," "thoroughfares," or "preferentials." They are sometimes subdivided into primary and secondary; however, such distinctions are not necessary in roadway lighting. These routes primarily serve through traffic and secondarily provide access to abutting property. Collector Roadways servicing traffic between major and local streets. These are streets used mainly for traffic movements within residential, commercial and industrial areas. They do not handle long, through trips. Collector streets may be used for truck or bus movements and give direct services to abutting properties. Local Local streets are used primarily for direct access to residential, commercial, industrial, or other abutting property. They make up a large percentage of the total street system, but carry a small proportion of vehicular traffic. Pedestrian Conflict M Areas with significant numbers of pedestrians expected to be on sidewalks or crossing the street during darkness. Examples are downtown retail areas, near theaters, concert halls, stadiums, and transit terminals. �11/f,�lm Areas where lesser numbers of pedestrians utilize the streets at night. Typical are downtown office areas, blocks with libraries, apartments, neighborhood shopping, industrial, parks, and streets with transit lines. C Areas with very low volumes of night pedestrian usage. The can occur in any of the cited roadway classifications but may be typified by suburban streets with single family dwellings, very low density residential developments, and rural or semi -rural areas. Target Lighting Levels Target lighting levels were identified at 100 to 125% of the luminance values listed in Table 3 of the RP -8-14: MAX. PEDESTRIAN AVG. MAX. VEILING STREET LUMINANCE AVG.UNIFORMITY UNIFORMITY AREA LUMINANCE CLASSIFICATION RATIO Lavg/Lmin RATIO CLASSIFICATION (La"g (ed/111z Lmax/Lmin RATIO LVmax/Lavg HIGH 1.2 3.0 5.0 0.3 MAJOR MEDIUM 0.9 3.0 5.0 0.3 LOW 0.6 3.5 6.0 0.3 HIGH 0.8 3 5.0 0.4 COLLECTOR MEDIUM 0.6 3.5 6.0 0.4 LOW 0.4 4.0 8.0 0.4 HIGH 0.6 6.0 10.0 0.4 LOCAL MEDIUM 0.5 6.0 10.0 0.4 LOW 0.3 6.0 10.0 0.4 Roadway Sections To reduce the number of calculations made, similar roadway widths were grouped together. Ten roadway sections were identified for analysis: Section # Roadway Width (ft) Roadway Classification Pedestrian Classification 1 24 Collector Low 2 44 Collector Low 3 44 Major Low 4 54 Collector Low 5 54 Major Low 6 54 Major Low 7 64 Collector Medium 8 64 Major Low 9 64 Major Medium 10 76 Collector Low Pole Mounting Height Pole mounting heights were chosen with two main criteria. The primary consideration was to matching the mounting height of other poles already installed in the Village. By sticking with a minimal number of pole sizes, maintenance inventory requirements are reduced. The second consideration was application of the golden ratio. This ratio is commonly used in architecture to approximate sizes of structures. This ratio (4:3 horizontal: vertical) provides a good starting point to find a pole mounting height that is aesthetically pleasing. Pole mounting height is included in the Recommended Improvements Summary table found at the end of this section. Pole Layout Pole layout was chosen based on the most economical configuration that meets RP -8- 14 requirements. Generally, a one-sided pole layout is more cost effective that an opposite arrangement for narrow roadways. As roadway width increases, opposite arrangements become more cost effective. The preferred layout for each roadway section is included in the Recommended Improvements Summary table found at the end of this section. Luminaires Luminaires from American Electric and GE were used for this analysis based on the availability of photometric information. Two manufacturers were used for all calculations to confirm that more than one supplier can provide suitable luminaires. Catalog cuts for American Electric and GE have been included in Appendix A. Calculations Photometric calculations were prepared using the Roadway Optimizer design tool with AGi32 from Lighting Analysts. AGi32 is the format required by IDOT and is the standard for preparing photometric calculations within the State of Illinois. Calculations for each of the sections listed above have been included in Appendix B. Recommended Improvements Summall / / / \ / - 2 E © / 2 w A A � A \ N a \ A U) S E e o 0 o E o 0 o E CU M \ q \ \ / \ % % N \ U) w� / / / 2 e 2 « \ � 2 \ ? ? 9 ? \ $ ? 9 \ ? o = � 3 $ $ $ $ k \ \ \ § \§\§ § \ § \\ kk O$ o¥ O@ kkk O n 00 O O O O O § § n e / q w & e o $ 0 a 0 3 3 § a 7 \ / 7 @ 2 \ 5 70 -0 _ / \ 7 \ / _ � _ ) / S/ 'm \ 5 E 2 3 ° 7 2� 3 \ k / \ % / \ \ ƒ \ 2 CO / 2 % ) \ 0 \ \ e m % E I % / ± / % E = .a o 2i L 2 2 0 a m§ 7 U § 0 2ƒ % % 0 / 9 -/ 0 % E a 4 / \ E / ? _§ % \ 5 ƒ $ _0_ \ � \ \ o § 0 3 E \ 2 \ b D \ G \ \ 2 / E \ / ] « CD 7 -0 \ LU 0 0 / CD r o 0 0 0 0 % 2 \ / \ \ \ \ 04 � 2 \ / \ \ \ \ \ I A - 04 m A A a CO) m E / / / 2 / % / 2 « \ � 2 C)/ ? \ ? ? ? z 0 e e = _ §\ § \ § \ E O 7 E O 7 E O 7 0- 0 O O O O § g o n a e G 2 = $ 0 @ ® _ a / « ® D 5 7 I °/ / s\ o mƒ 2 \ ) m / 0 §\ 2 0 m 2 / 7 % 2 E S/ ■ § = o k - \ / \ \ LU � / f � - 3 _ 2 m% 2 2 co O 2 2 ® % y 2 L % % § 2 / % 2 / / % Z / CD 0 a E k/ e k/ ƒ r E ƒ / k o � o / k k I / / U) m � D / \ 7 \ 2 Improvement Priority Ratings Criteria The following criteria were used to prioritize the installation of street lights among the corridors: AADT AADT Points < 15,000 1 15,000 to 24,999 2 > 25,000 3 Adjacent Land Use (ALU) Adjacent land use was assigned points based on the table below. When a corridor had more than one significant land use type, the average value of all land uses present was awarded. Land Use Points Business 1 Commercial 2 Industrial 2 Residential 1 Roadway Geometry (RG) Roadways with complex roadway geometry were weighted heavier than roadways without. If the following feature existed within the unlit section of the roadway within a corridor, points were awarded. Feature Points Curve +1 > 2 lanes +1 Complex intersections? +1 VOMP Police Department Input (PDI) The Village of Mount Prospect Police Department (PD) was invited to provide feedback on which corridors would benefit the most from the installation of street lighting. The PD recommended the installation of lighting for several locations. Points were assigned to each recommendation location,. See Appendix C for copies of this correspondence. Impact Points Recommended 2 Ratings An overall rating was determined by adding the points for each rating criteria. Corridors were ranked based on most total points. Ties were broken by using two criteria. Locations receiving a recommendation for lighting by the PD were ranked ahead of those without a recommendation. The second criteria was to compare AADT. The roadway with the highest AADT was given the higher priority. Priority Corridor AADT ALU RG PDI Total Algonquin Road 5 2 1.5 2 5.5 (IL 62) 4 Busse Road 2 1.5 2 2 7.5 8 Central Road 1 1 1 3 6 Dempster Street 1 1 1 2 5 Euclid Avenue (Cook 7 County A59) 2 1 2 5 Golf Road 1 3 1.5 2 2 8.5 (IL 58) Main Street 3 3 1.5 2 2 8.5 (IL 83) Rand Road 2 3 1.5 2 2 8.5 (US 12) Cost Estimate Unit Cost The unit cost for a pole was reviewing recent IDOT bid results for similar installations. The unit cost is estimated at $12,000 per pole. This unit cost includes a LED luminaire, pole, breakaway device, cable, controller, ComEd connection fees, restoration fees and all other expenses associated with installing a street lighting system through a bidding process. Number of Poles The number of poles required for each corridor was determined by dividing the length of roadway to be illuminated by the 90% Spacing for each section. Pole quantities were increased by five percent to account for conflicts with driveways, trees, utilities, etc. Eight additional poles were included for each signalized intersection to provide transition lighting on the cross street approaches as well as additional poles to meet the increased lighting levels required at intersections by RP -8. Note that these estimates are conservative. It is anticipated that slightly less poles will be required when a comprehensive design is completed. W % 0 2 7 % / 2 \ $ \ % y e /to / , m c / c / \ / o a � % 4) t , A A n r N # � / n a a , q 04 n q o 0 $ / \ J \ / / / \ E IL 0 E / / / \ / CD 2 E LO / / N q a q \ N N & N 2 @ a k k - 0 CD m k CD � k k CN / C15 cli � n o w $ \ \ §\)\)\ k k\ § \ a) \\ kk O 0 O kkk O¥ 0 7 O O O O o 0 a m 3 3 a k \ \ G = k & \ > © = 2 R = § ± = a c � t § 2 e § 7 k n 3 E _ E 7 \ / w 7 d = = % 5 2% = (' / 0- _ . \ _o / \ I % 2 ƒ E ± 2 \ § R 0 E 0 m 0 = $ U / L % /§ \ 0 / / k / \ \ t § \ LU / m — oo e L e o % / I L o / § E k k $ m a ± ¥ 0 m \ § ) C _ o ? o ° 3 = = / e / 2 0 \ a) \ 2 \ ƒ _} � \ ( 7 0 0 \ 3 C 0 % ƒ q % ƒ 2 / $ F- , - o / / 00\ ® / ' / 0 a. % 4) q r q , q # � / r A A n � % / / c o \ c Q o 0 C) a � r n CL \ a CL 2 / % / / / / / / A (N m CN CN a 0. 7 ® � a k k LO k k k a) n cli E C n _ _ _ _ k 0 § 2 \ § 2 \ ) 2 \ E O 7 k O 7 R O 7 k O O O O 0 -0 3 ± = ? / _ 0 a / a = ® § § \ 4 a m % C) = \ 2 \ = / a \ 2 co2 5 CO 3 %§ © CO = 3 ±§ \ ƒ ƒ w_ q f / ) w q c/ f 0 o\ 0 ° % m % m/ E E k / e b k/ m e k/ r E 2 2 (a U % w / \ / $ ce) z 7 = � o / \ k Estimate by Corridor— New Lighting Corridor Cost was obtained by multiplying the number of poles by the unit cost per pole ($12,000). Corridor # of Poles Corridor Cost Algonquin Road 65 $780,000 (IL 62) Busse Road 141 $1,692,000 Central Road 22 $264,000 Dempster Street 48 $576,000 Euclid Avenue (Cook County 156 $1,872,000 A59) Golf Road 91 $1,092,000 (I L 58) Main Street 244 $2,928,000 (I L 83) Rand Road 137 $1,644,000 (US 12) Total: 904 $10,848,000 Estimate by Area — LED Retrofit A cost to replace all the existing Village roadway luminaires with new LED luminaires has been included for reference. Should the Village adopt a color temperature that does not match the existing equipment, this budgetary amount will allow replacement, if desired. It is likely that some of the existing equipment will match the desired color temperature and will not need to be replaced; therefore, this amount is conservative. Location # of Luminaires Cost Algonquin/Busse/Dempster 80 $46,000 Northwest Highway 55 $31,625 (US 14) Downtown 265 $152,375 Main Street 75 $43,125 (south of downtown) Central Road 90 $51,750 (west of US 14) Central & Rand 68 $39,100 Everything else 457 $262,775 Totals 1,090 $626,750 Total Program Cost New Corridor Lighting $10,848,000 LED Retrofits $626,750 Sub -Total $11,474,750 Phase II Engineering (6%) $687,485 Phase III Engineering (10%) $1,147,475 Total: $13,309,710 Energy Charges Calculations related to energy charges can be found in Appendix E. Existing Charges The Village currently spends $75,000 per year on electricity charges for roadway lighting. This does not include lighting in residential areas leased from ComEd. Proposed Charges Retrofit of the existing luminaires within the Village should result in a reduction of annual electricity charges to $51,100. This is an annual savings of approximately $24,000. This estimate is conservative, as many of the existing luminaires to be replaced have lower wattages than those used in the electricity charge calculation. Additional savings will be realized when lower wattage luminaires are installed. Electricity charges for the new street lighting are estimated at $45,600 per year. The net result of replacing all existing luminaires with LED and installing new lighting on all the corridors identified in this report will result in a net increase of $21,700 ($51,100 + $45,600 - $75,000) per year. Maintenance Expenses Calculations related to maintenance expenses can be found in Appendix F. Existing Expenses Work orders from 2014 and 2015 were reviewed to determine recent expenses related to maintenance of the street lighting system. The Village currently spends approximately $95,000 per year on materials, equipment and labor to maintain the existing street lighting system. Proposed Expenses Failure Rates Failure rates for other municipalities were identified for comparison with the Village's rates. These failure rates can be found in the table below. The Village's failure rate for 2013, 2014 & 2015 was identified to be 5.6% in the Street Lighting Program Guidelines. This is similar to the failure rates experienced by the other municipalities. To determine the reduced maintenance costs of LED lighting, a LED failure rate of 1 % will be assumed. A lower LED failure rate will result in even more savings. Municipality Kansas DOT Portland, OR Seattle, WA Sunnyvale, CA LED Failure Rate 0.2% 0.5% 1.0% 0.86% HPS Failure Rate 10% 6% 6% 8% The number of failures for the retrofit of the existing street lighting system with LED luminaires is calculated to be 11 (1.0% x 1090) per year. The number of failures for the combined retrofit of existing luminaires and installation of new corridor LED street lighting is calculated to be 20 (1.0% x 1994) per year. LED Luminaire Replacements LED luminaires generally do not fail completely at the end of their service life. LED luminaires slowly and continuously reduce their output over time. Because there is no obvious sign of when they reach the end of their useful life, these luminaires should be replaced at the end of their service life. This replacement should be included in the maintenance costs for the lighting system. A twelve year service life will be assumed for the purposed of comparing costs, therefore, 1/10 (10%) of the luminaires will be planed to be replaced. The number of luminaire replacements required each year to maintain the Retrofit Only LED street lighting system is calculated to be 110 (10% x 1090) per year. The number of luminaire replacements required each year to maintain the Retrofit and New Corridor LED street lighting system is calculated to be 200 (10% x 1994) per year. Expense Calculation Maintenance expenses will be the sum of replacement of luminaire failures, planned luminaire replacements and other miscellaneous repairs such as knockdowns, blown fuses, photocell replacements, etc. Maintenance Expenses — Retrofit Only (Year 1) Luminaire Failures 11 ea. @ $575/ea. $6,325 Misc. Repairs $20,000 Total (Year 1): $26,325 Maintenance Expenses — Retrofit Only (Year 10) Luminaire Failures 11 ea. @ $575/ea. $6,325 Planned Luminaire Replacements 110 ea. @ $575/ea $63,250 Misc. Repairs $20,000 Total (Year 1): $89,575 Note that replacements will not be required for several years after initial installation of LED equipment, as it will have a full service life to expend prior to being replaced. Also note that this estimate is conservative. As LED technology evolves, service life will increase and the percentage of luminaires to be replaced each year will decrease. The cost of luminaires will also continue to decline and the increased cost line item will reduce to zero. Maintenance Expenses — Retrofit and New Corridor Lighting (Year 1) Luminaire Failures 20 ea. @ $575/ea. $11,500 Misc. Repairs $30,000 Total: $41,500 Maintenance Expenses — Retrofit and New Corridor Lighting (Year 10) Luminaire Failures 20 ea. @ $575/ea. $11,500 Planned Luminaire Replacements Misc. Repairs Comparison of Maintenance Expenses 200 ea. @ $575/ea Total: $115,000 $30,000 $156,500 Expense Current Retrofit Only Retrofit + New Corridor Year 1 Year 10 Year 1 Year 10 Electricity $75,000 $51,100 $51,100 $96,700 $96,700 Maintenance $95,000 $26,325 $89,575 $41,500 $156,500 Total $170,000 $77,425 $140,675 $138,200 $253,200 Potential Funding Sources Village Capital Improvement Plan Consider adding a Lighting Program line item to the Village Capital Improvement Plan/budget and identify funding as necessary. Northwest Municipal Conference The Chicago Metropolitan Agency for Planning (CMAP), in association with the IDOT, administers federal money allocated to the local sub -region council, the Northwest Municipal Conference (NWMC). Mount Prospect is a member of NWMC. NWMC oversees many federal funding sources, such as the Surface Transportation Program (STP), Congestion Mitigation and Air Quality (CMAQ), Illinois Transportation Enhancement Program (ITEP), Illinois Safe Routes to School (SRTS), Highway Safety Improvement Program (HSIP), among others. The following federal funding sources have been used to construct roadway lighting systems in the past: Highway Safety Improvement Program (HSIP) HSIP funds may be used to install lighting for locations where serious accidents or fatalities have occurred. Further information can be found on the IDOT website, here. The maximum funding level possible is 90% of the cost of street lighting. Funding can be applied, to engineering, construction and construction engineering. Illinois Transportation Enhancement Program (ITEP) The ITEP program designates funds to be used for the enhancement roadway projects beyond the traditional accommodations for cars, trucks and transit. ITEP funds may be used to pay for 50-80% of the cost of street lighting. Funding can be applied to engineering, construction and construction engineering. The street lighting must be part of a larger project to qualify for funding. Further information can be found in the Illinois Transportation Enhancement Program 2016 Guidelines Manual, found here. Surface Transportation Program (STP) Lighting projects can be constructed using STP funds; however, IDOT requires that `fully documented day/night accident warrants' must be included in STP funding applications for lighting project. Further information can be found in the NWMC STP Guide, found here. Funding may cover up to 80% of the cost of street lighting during the construction phase. Design and construction engineering are funded at 50%. Grants The following sources offer grants that may be applied to the installation or retrofit of efficient lighting. With the current financial climate of the State of Illinois, many programs have been suspended or eliminated. The websites below should be checked on a regular basis for updated information. Public Sector Energy Efficiency Program by DCEO This program provides grants to public sector entities for the installation of eligible energy efficiency measures such as lighting and HVAC. The incentives are available to units of local, state, and federal government, schools, community colleges and universities. More information can be found at the DCEO website. The 2016 cycle has just ended. The 2017 cycle has not been announced yet. Illinois Clean Energy Community Foundation The Illinois Clean Energy Community Foundation does not currently offer any programs that apply to street lighting, but they have within the last 18 months. More information can be found at this website. Database of State Incentives for Renewables & Efficiency (DSIRE) The DSIRE website (http://www.dsireusa.org ) is a searchable database of incentives and grants related to energy efficiency funded by the U.S. Department of Energy. The interface is very simple, allowing the ability to quickly search by zip code and topic. Energy Service Company Energy Service Companies (ESCO) are organizations that specialize in energy efficiency upgrades as a turn -key solution. If desired, the ESCO can analyze the entire life -cycle of an existing system, provide design services, obtain project financing, monitoring, etc. A concern with the ESCO approach to roadway lighting is the ability for the ESCO to obtain IDOT or Cook County. Private Financing Private financing is obtained from financial institutions, equipment manufacturers and sometimes contractors. Private financing works similar to a car loan — installment payments are created to finance a large purchase such as the installation of a street lighting system. Some financers allow project costs such as design, installation, project management, energy charges and on-going maintenance to be included in the monthly payment, if desired. When retrofitting a large number of inefficient luminaires, it is common for the reduced monthly energy charges to offset the monthly payment for the luminaire upgrades. Per discussion with two sources familiar with financing street lighting systems, the process of vetting this type of financing often takes up to one year. This is due to the cautious nature of the lender and the borrower. Actual time for processing the credit application is a few days to a couple of weeks. Our contacts also provided the following information: Term Standard terms for roadway lighting installations range from 5 to 10 years. Terms of 5 to 6 years are preferred because they typically have better rates. Interest Rate Current interest rates for roadway lighting installations range from 2 to 5 percent. Rates are influenced by credit rating, amount financed and tax exempt status. Rates are generally fixed for the term. Payment Payments typical range from $10 to $20 per month per thousand dollars financed. This number is highly dependent on the term of the financing. For example, $1,000,000 financed over 5 years would result in a payment of approximately $20,000 per month. Payments can be invoiced monthly, quarterly, semi-annual or annual. Fees Fees may be incurred, depending on the provider. The maximum known fee reported was "a one-time Documentation Fee of 1 %, not to exceed $25,000". This fee was billed with the first payment. Recommendations Should the Village decide to move forward with expansion of the street lighting system, the following recommendations should be discussed before committing to a specific design or technology. Determine Program Scope The desired extent of corridor lighting desired shall be identified. Determine Program Timeline A program timeline should be established to complete the identified scope. This will likely be very closely related to project funding. Obtain Pro -gram Fundin_g The Program Scope and Timeline will likely define the funding model for the program. If the scope and timeline of the program requires a significant amount of lighting to be installed in a short time, financing of the lighting installations should be considered. If a slow, methodical approach is preferred, funding the installations through the Village's capital program should be considered. Proiect Packa_ging Larger projects generally offer a better economy of scale, therefore projects consisting of 50 poles or more are recommended. An annual program may be considered to increase contractor interest. The possibility of additional future work may encourage more aggressive bidding. For smaller budgets, a bi-annual program may be more cost effective than an annual program. Design En_gineerin_q Design engineering should be completed during the summer of the year prior to installation. This will allow ample time for utility coordination, permitting, bidding, contract award, catalog cut review and manufacturing so that construction can be completed as planned. Construction Observation The Village should determine if construction observation will be completed in-house or with consultants. If a consultant is to be utilized, an agreement should be in place so that they can participate when required. Trial installation(s) A trial installation should be considered for testing potential equipment prior to making a Village -wide investment. Luminaire and controls manufacturers would be happy to provide samples for testing and comparison. Multiple options could be installed side by side for easy comparison. The unlit section of Central Road is an ideal candidate for a trial installation. This section is fairly short, with only 22 poles required. The 22 poles would complete a gap between to illuminated sections of Central Road. The location is near downtown, within walking distance to several existing styles of equipment for comparison. A trial installation would also allow Village staff an opportunity to get first-hand experience with several different manufacturers before committing to anything long-term. Luminaire Preferences Sample luminaires can be obtained prior to installation so that a hands-on review can be made to observe build quality, installation procedures and adjustability. Recent LED designs can include an adjustable driver, allowing the adjustment of the light output of a luminaire with the twist of a switch. This feature would allow a single luminaire to be suitable for multiple installations, reducing required maintenance inventory. Light Color Temperature Multiple color temperatures can be installed side by side for comparison. Luminaire Manufacturers Preferred manufacturer(s) can be identified for future projects, if desired. Control Systems Controls can be `test driven' to determine if the features available of interest. Current control systems can report outages, energy usage, and day -burning luminaires as well as monitor energy usage and report service life. Develop Standard Details and Specifications During a trial installation, Village standard details and specifications can be updated or created as necessary to ensure future projects are built to the Village's requirements. Upon completion of the trial project, a review should be completed to identify required revisions or improvements. Dark -Sky Purpose The International Dark -Sky Association (IDA) is an organization that works to prevent and fight light pollution through education and advocacy. Website The IDA website (www.darksky.org) contains a lot of reference information regarding light pollution and how to reduce it. While much of the information is geared towards residential, architectural and commercial lighting, there is some information to be found regarding roadway lighting. Industry Acceptance While the cause is noble, support of the IDA among roadway lighting designers is lower than expected. Support is likely low because the goals of IDA are usually already incorporated into the requirements used to design roadway lighting systems, such as the IES RP -8. It is in the nature of an engineer to optimize their design to provide the best quality design possible, including reducing light trespass, glare, excess illumination and excess energy usage. The tone of many articles posted on the IDA website also tend to support the organization's agenda, instead of an approach where the facts are laid out clearly and conclusions are built from these facts. To be clear, the information provided is not in error, it appears to be presented in a biased nature. Model Li_ghtin_g Ordinance In 2011, the IDA and IES published a joint Model Lighting Ordinance (MLO). This document presents a complete document that can be adopted to govern the outdoor lighting found within a municipality. However, the MLO states that IES RP -8 shall be followed for roadway lighting. A brief model street lighting ordinance is included in the MLO. The methodology within the IDA street lighting ordinance is similar to that used for international street lighting. This methodology is significantly different than the IES RP -8 method. Recommendations It is recommended to not consider adoption of the MLO street lighting ordinance because it does not align with current industry recommended practice, the RP -8. Choosing a different standard could open the Village to unwanted legal responsibility. In addition, the IDA ordinance could not be applied to all street lighting within the Village because IDOT routes would still need to be designed to RP -8 requirements. Adoption of the MLO for non -roadway outdoor lighting could be considered, but is beyond the scope of this report. Perhaps this topic would be best addressed by the building department, as it applies to their day-to-day activities. Dark -Sky Community Certification The IDA has developed a Dark Sky Places Program to recognize communities and other places that committed to protecting the night sky. Designation The Dark Sky Place designation is received by completing an application process. Further information can be found on this webpage. Key Requirements Full requirements can be found here. • Adopt MLO or similar lighting ordinance • Adopt a color temperature of 3000° Kelvin or less. • Commit to bringing Village owned lighting into conformance with the adopted ordinance requirements. • Require full -cutoff or shield for luminaires with an output over 1,500 lumens. • Demonstrate community support for the Dark Skies movement. Recommendations Because roadway lighting is excluded from the MLO, the decision to pursue a Dark -Sky Places designation should not be considered within the context of the street lighting program. Appendix A — Luminaire Catalog Cuts 41%. NIGHTTIME FRIENDLY Applications: Roadways Off ramps Residential streets Parking lots Consistent with LEEO' goals 3 Green Globes" criteria for Ilght pollution reduction Effective Projected Area (EPA): The EPA for the ATBO is 0.76 sq. ft Approx. Wt. = 141bs. Autobahn Series ATBO Roadway Lighting Features: OPTICAL Same Light: Performance is comparable to 70-20OW HPS roadway luminaires. White Light: Correlated color temperature - standard 4000K, 70 CRI minimum or optional 5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type II, III, IV, and V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25°C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different surge protection options provide a minimum of IEEE/ANSI C62.41 Category C (10kV/5kA) protection. 20kV/10kA protection is also available. MECHANICAL Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easily leveling at installation. Rugged die-cast aluminum housing and door are polyester powder -coated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yields a finish that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber (operated per ASTM 13117). Optional Enhanced Corrosion Resistant finish (CR) increases the salt spray exposure over 5000 hours. Mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8" to 2-3/8" O.D.) diameter. Provides a 313 vibration rating per ANSI C136.31 Wildlife shield is cast into the housing (not a separate piece). CONTROLS NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed ANSI standard 5 pin and 7 pin receptacles optionally available. Premium solid state locking style photocontrol - PCSS (10 year rated life) Extreme long life solid state locking style photocontrol - PCLL (20 year rated life). Multi-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and also can allow a single fixture to be flexibly applied in many different applications. STANDARDS DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at wvvvv.desianliahts.ora/CIPL to confirm which versions are qualified. Rated for -40°C to 40°C ambient CSA Certified to U.S. and Canadian standards Complies with ANSI: C136.2, C136.10, C136.14, C136.31, C136.15, C136.37 Note: Specifications subject to change without notice. Actual performance may differ as a result of end-user environment and application. American Electric © 2014-2016 Acuity Brands Lighting, Inc. 02/17/16 IX L Lighting= Autobahn Series ATBO Roadway Lighting Example: ATBO 30LEDEIO MVOLT R2 Series Performance Packages Voltage Optics ATBO Autobahn LED 20BLEDE531 20B Chips, 525mA Driver MVOLT Multi -volt, 120-277V R2 Roadway Type II! Roadway 20BLEDE70 20B Chips, 700mA Driver 347 347V R3 Roadway Type III 20BLEDE10 20B Chips,105OmA Driver 480 480V R4 Roadway Type IV 20BLEDE13 20B Chips,1300mA Driver R5 Roadway Type V 30BLEDE70 30B Chips, 700mA Driver 30BLEDE85 30B Chips, 850mA Driver 30BLEDE10 30B Chips,105OmA Driver 30BLEDE13 30B Chips,1300mA Driver 30BLEDE152 30B Chips, 1500mA Driver Options Color Temperature (CCT) Controls Notes (Blank) 4000K CCT, 70 CRI Min. (Standard) (Blank) 3 Pin NEMA Photocontrol 1 20BLEDE53 not compatible with the 5K 5000K CCT, 70 CRI Min. Receptacle (Standard) following options: P5, P7, A0, DM, ML. P53 5 Pin Photocontrol Receptacle 2 Not available in 347 or 48OV. Paint (Blank) Gray (Standard) (Dimmable Driver Included) P73 7 Pin Photocontrol Receptacle 3 Not available with DM, ML or NR. BK Black (Dimmable Driver Included) 4 Not available with DM or ML options. BZ Bronze NR No Photocontrol Receptacle 5 Not available with A0, DM, P5 or P7 DDB Dark Bronze A04 Field Adjustable Output options. GI Graphite DM OV-1OV Dimmable Driver 6 Dimming Schedule and light level WH White (Controls by others) information required from the customer Surge Protection ML's Multi -Level Dimming in orderto configure product. Contact Blank Standard 1OkV/5kA SPD PCSSI Solid State Lighting Infrastructure Technical Supportto 20 V SPD Photocontrol (120-277V) proceed. MP OV PPack MOV Pack PCLL Solid State Long Life Photocontrol ILI SPD with Indicator Light SH Shorting Cap Terminal Block Packaging (Blank) Terminal Block (Standard) (Blank) Single Unit (Standard) T2 Wired to L1 & L2 Positions JP Job Pack (42/Pallet) Misc. BL External Bubble Level CR Enhanced Corrosion Resistant Finish HS House -Side Shield NL Nema Label XL Not CSA Certified American ML Electric Lighting- AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectrielighting.com © 2014-2016 Acuity Brands Lighting, Inc. All Rights Reserved. 02/17/16 Warranty Five-year limited warranty. Complete warranty terms located at: www.acuitvhrands.com/CustomerResources/Terms and conditions.asax Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C Specifications suhjecttc change without notice. Please contact your sales representative for the latest product information. Autobahn Series ATBO Roadway Lighting Performance Optic 000 . Package (mA) Watts D.Lumensr ��Hours 525 39 4623 119 0.98 0.96 700 48 R2 5571 116 0.98 0.96 1000 72 7760 108 0.96 0.92 1300 88 8990 102 0.95 0.89 525 39 4635 119 0.98 0.96 700 48 R3 5598 117 0.98 0.96 1000 72 7829 109 0.96 0.92 20B 1300 88 9099 103 0.95 0.89 525 39 4542 116 0.98 0.96 700 48 R4 5487 114 0.98 0.96 1000 72 7653 106 0.96 0.92 1300 88 8870 101 0.95 0.89 525 39 4945 127 0.98 0.96 700 48 R5 5976 125 0.98 0.96 1000 72 8391 117 0.96 0.92 1300 88 9759 111 0.95 0.89 700 70 8536 122 0.98 0.96 850 86 9891 115 0.96 0.92 1000 104 11806 114 0.96 0.92 R2 1300 129 13754 107 0.95 0.89 1500 150 15057 100 0.95 0.89 700 70 8413 120 0.98 0.96 850 86 9774 114 0.96 0.92 1000 104 R3 11639 112 0.96 0.92 1300 129 13502 105 0.95 0.89 30B 1500 150 15085 101 0.95 700 70 8209 117 0.98 0.96 850 86 9635 112 0.96 0.92 1000 104 R4 11392 110 0.96 0.92 1300 129 13215 102 0.95 0.89 1500 150 14755 98 0.95 0.89 700 70 8576 123 0.98 0.96 850 86 9968 116 0.96 0.92 1000 104 11847 114 0.96 0.92 R5 1300 129 13766 107 0.95 0.89 1500 150 15172 101 0.95 0.89 Note: Information shown above is based on nominal system data. Individual fixture performance may vary. Specifications subjectto change without notice :i 15°C I 20°C I 25°C I 30°C I 35°C I 40°C ' 1.02 1.01 1 0.98 0.97 0.95 To calculate the LLD for a temperature other than 25°C, multiply the LLD 4 25°C (shown in the performance package tabled by the LLD multiplier for the selected temperature. American IXL Electric Lighting- AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 vvww.americanelectriclighting.com © 2014-2016 Acuity Brands Lighting, Inc. All Rights Reserved. 02/17/16 Warranty Five-year limited warranty. Complete warranty terms located at: www.acuitvhrands.com/CustornerResources/Terms and conditions.asox Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C Specifications subjectto change without notice. Please contact your sales representative for the latest product information. Autobahn Series ATB2 & 3retentmdev,ci e'aoas Roadway Lighting 3 Green Globes" criteria NIGHTTIME for Ilght pollution reduction FRIENDLY Applications: Roadways Off ramps Residential streets Parking lots 254mm(I (4( 38.1 rnrn (1.5 355.0 mm (14 8].4 mn (311 Effective Projected Area (EPA) The EPA for the ATB2 is 0.78 sq. ft., Approx. Wt = 21 lbs. (9.53 kg) Note: Specifications subjectto change without notice. Autobahn Series —AEL 0109 ATB2 Features: OPTICAL Same Light: Performance is comparable to 250-40OW HPS roadway luminaires. White Light: Correlated color temperature - standard 4000K, 70 CRI minimum or optional 5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0% uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type II, III, IV, & V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25°C ambient. Lower Energy: Saves an average of 40-60% over comparable HPS platforms. Robust Surge Protection: Three different surge protection options provide a minimum of IEEE/ANSI C62.41 Category C (10kV/5kA) protection. 20kV/10kA protection is also available. MECHANICAL Easy to Maintain: Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easy leveling at installation. Rugged die-cast aluminum housing is polyester powder -coated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yields a finish that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber (operated per ASTM 13117) Optional Enhanced Corrosion Resistant finish (CR) increases the salt spray exposure to 5000 hours. Four -bolt mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8" to 2-3/8" O.D.) diameter and provides a 313 vibration rating per ANSI C136. Wildlife shield is cast into the housing (not a separate piece). CONTROLS NEMA 3 Pin photocontrol receptacle is standard, with the Acuity designed ANSI 5 Pin and 7 Pin receptacles optionally available. Premium solid state locking sale photocontrol - PCSS (10 year rated life). Extreme long life sold state locking style photocontrol - PCLL (20 year rated life). Mulit-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and can also allow a single fixture to be flexibly applied in many different applications. STANDARDS DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please checkthe DLC Qualified Products List at www.designlights.org/O.PLto confirm which versions are qualified. Rated for -40°C to 40°C ambient. CSA Certified to U.S. and Canadian standards Complies with ANSI: C136.2, C136.10, C136.14, C136.31, C136.15, C136.37 American IX L Electric Lighting= Autobahn Series ATB2 Roadway Lighting Example: AT132 40LEDE70 MVOLT R2 Series Performance Packages Voltage Optics ATB2 Autobahn LEU 40BLEDE70 40B Chips, 7DOmA Driver MVOLT, Multi -volt, R2 Roadway Type II Roadway 40BLEDE10 40B Chips,105OmA Driver 347 347V R3 Roadway Type III 40BLEDE13 40B Chips, 1300mA Driver 480 480V R4 Roadway Type IV 40BLEDE151 40B Chips,1500mA Driver R5 Roadway Type V 60BLEDE70 60B Chips, 700mA Driver 60BLEDE85 60B Chips, 850mA Driver 60BLEDEIO 60B Chips,1050mA Driver 60BLEDE13 60B Chips,1300mA Driver OOBLEDE70 80B Chips, 700mA Driver 80BLEDE85 80B Chips, 85OmA Driver 80BLEDE10 80B Chips,105OmA Driven Options Color Temperature (CCT) Controls Notes (Blank) 4000K CCT, 70 CRI Min. (Standard) (Blank) 3 Pin NEMA Photocontrol 1. Not available in 347 or 48OV. 5K 5000K CCT, 70 CRI Min. Receptacle (Standard) 2. Not available with DM or ML options. P5z 5 Pin Photocontrol Receptacle Paint (Dimmable Driver Included) 3. Not available with A0, DM, P5 or P7 options. (Blank) Gray (Standard) P71 7 Pin Photocontrol Receptacle 4. Dimming schedule and light level BK Black (Dimmable Driver Included) information required from the customer BZ Bronze NR No Photocontrol Receptacle in orderto configure product. Contact DDB Dark Bronze A02 Field Adjustable Output Infrastructure Technical Support to GI Graphite DM OV -10V Dimmable Driver proceed. WH White (Controls by others) Surge Protection ML34 Multi -Level Dimming Blank Standard 1OkV/5kA SPD PCSS Solid State Lighting 20 20kV/1 OKA SPD Photocontrol (120-277V) MP' MOV Pack PCLL Solid State Long Life Photocontrol IL' SPD with Indicator Light SH Shorting Cap Terminal Block Packaging (Blank) Terminal Block (Standard) (Blank) Single Unit (Standard) T2 Wired to L1 & L2 Positions JP Job Pack (24/Pallet) Misc. BL External Bubble Level CR Enhanced Corrosion Resistant Finish HS House -Side Shield NL Nema Label XL Not CSA Certified HK Hingekeepers American Warranty Five-year limited warranty. Complete warranty terms located at: M L Electric www.acuitybrands.com/CustomerResourcesIT6rms and conditions asp Lighting- Actual performance may differ as a result of end-user environment and application. AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subjectta change without notice. vvww.americanelectriclighting.com ©2014-2016 Acuity Brands Lighting, Inc. All Rights Reserved. 03/29/16 Please contact your sales representative for the latest product information. Autobahn Series ATB2 Roadway Lighting Performance Package 40B Drive Current (mA) 700 Input Watts 91 Optic R2 4000K CCT D.cacyLumens00 11266 124 LLD @ 0.98 250C 0.96 1000 138 15685 114 0.95 0.90 1300 177 18277 103 0.94 0.88 1500 204 20590 101 0.91 0.85 700 91 R3 11160 123 0.98 0.96 1000 138 15520 112 0.95 0.90 1300 177 18050 102 0.94 0.88 1500 204 20036 98 0.91 0.85 700 91 R4 10775 118 0.98 0.96 1000 138 15015 109 0.95 0.90 1300 177 17341 98 0.94 0.88 1500 204 19458 95 0.91 0.85 700 91 R5 12097 133 0.98 0.96 1000 138 16729 121 0.95 0.90 1300 177 19564 111 0.94 0.88 1500 204 21678 106 0.91 0.85 60B 700 133 R2 16986 128 0.98 0.96 850 173 19966 115 0.95 0.90 1000 208 23710 114 0.95 0.90 1300 260 27308 105 0.94 0.88 700 133 1 R3 17128 129 0.98 0.96 850 173 20105 116 0.95 0.90 1000 208 23250 112 0.95 0.90 1300 260 27477 106 0.94 0.88 700 133 R4 1 16516 124 0.98 0.96 850 173 19429 112 0.95 0.90 1000 208 22718 109 0.95 0.90 1300 260 26400 102 0.94 0.88 700 133 R5 17882 134 0.98 0.96 850 173 21000 121 0.95 0.90 1000 208 24673 119 0.95 0.90 1300 260 28838 111 0.94 0.88 BOB 700 180 1 R2 1 22528 125 0.98 0.96 850 224 26394 118 0.95 0.90 1000 274 30998 113 0.95 0.90 700 180 R3 22127 123 0.98 0.96 850 224 25955 116 0.95 0.90 1000 274 30491 111 0.95 0.90 700 180 R4 1 21701 121 0.98 0.96 850 224 25350 113 0.95 0.90 1000 1 274 29567 108 0.95 1 0.90 700 180 R5 1 23799 132 0.98 0.96 850 224 27851 124 0.95 0.90 1000 274 32391 118 0.95 0.90 Note: Information shown above is based on nominal system data. Individual fixture performance may vary. Specifications subject to change without notice. 15°CI 20°C I 25°C I 30°C I 35°C I 40°C RIZZI= 1.02 1 1.01 1 1 1 0.99 1 0.97 1 0.96 To calculate the LLD for a temperature other than 25°C, multiply the LLD Q 25°C (shown in the performance package table) by the LLD multiplier for the selected temperature. American IXL Electric Lighting- AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americanelectrielighting.com © 2014-2016 Acuity Brands Lighting, Inc. All Rights Reserved. 03/29/16 Warranty Five-year limited warranty. Complete warranty terms located at: www.acuitvbrands.com/CustomerResources/Terms and conditions.asox Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C Specifications subjectto change without notice. Please contact your sales representative for the latest product information. Lighting Jl » »J Roadway Lighti�iing Scalable Specification Grade Cobrahead (ERS1, ERS2, ERS3 & ERS4) MI 14" P II o ,,, 11,,,11 I,, f°``e,1,11„ o,,,>,I II „ s From local to major roadways, the GE Evolver"' LED Roadway Scalable Cobrahead fixtures are changing the way you light your lanes. Preserving the aesthetic look of traditional roadway Cobrahead fixtures, GE balances the technical needs of a sophisticated LED system with the functional demands of an outdoor fixture facing extreme weather hazards. GE's advanced LED optical design offers hundreds of photometric options to meet your precise lighting requirements, while delivering reduced glare and improved light control. The refined thermal management system incorporates a sleek and robust heat sink directly into the fixture to ensure maximum heat transfer and long LED life. The GE Evolve LED Roadway Scalable Cobrahead offers more than 11 years of reliable service life to significantly reduce maintenance frequency and expense, based on a 50,000 hour life and 12 hours of operation per day. ort,', l o l l, • Designed to meet recommended luminance and illuminance requirements for local to major roadway / street classifications. loiUl�l°"u�f • Die cast aluminum housing. • A modern design preserving the aesthetic look of traditional roadway Cobrahead fixtures incorporates the heat sink directly into the unit ensuring maximum heat transfer and long LED life. • Meets 3G vibration per C136.31-2010 • Power door assembly with removable retention latch. Ll 0 'ir c'.tl A s sen bI � • Structured LED array for optimized roadway photometric distribution. • Evolve light engine consisting of scalable reflective technology designed to optimize application efficiency and minimize glare. • Reverse facing light engine options available. • Utilizes high brightness LEDs, 70 CRI at 3000K, 4000K & 5000K typical. • LM -79 tests and reports are performed in accordance with IESNA standards. • Lumen Maintenance and TM21 projections listed below each lumen data table • @AS listed, suitable for wet locations per UL 1598 • IP66 rated optical enclosure per ANSI C136.25-2009. • Temperature ratings: - 40°C to 50°C for 525mA and 700mA skus except for ERS4 @ 347-480V (-40°C to +45°C) - 40°C to +40°C for 1050mA skus • Upward Light Output Ratio (ULOR) = 0. • Slipfitter with +/- 5 degree of adjustment for leveling. • Integral die cast mounting pipe stop feature. • Wildlife intrusion protection at mounting pipe entry. • Adjustable for 1.25 in. or 2 in. mounting pipe. • Corrosion resistant polyester powder painted, minimum 2.0 mil. thickness. • Standard colors: Black and Gray. • RAL & custom colors available. • 120-277 volt and 347-480 volt available. • System power factor is >90% and THD <20%.* • Class "A" audible sound rating. • Surge Protection per ANSI C136.2-2014 - Standard: 6Kv/3kA "Basic" (w/extended C62.41.2 Combination Wave capacity of 120 events) - Optional: 10kV/5kA "Enhanced" - Optional: 6kV/3kA High Capacity (w/extended C62.41.2 Combination Wave capacity of 5000 events) • EMI: Title 47 CFR Part 15 Class A. • Photoelectric sensors (PE) available for all voltages. * System power factor and THD is tested and specified at 120V input and maximum load conditions. ,, II'i IIll eI 1',), .4�1'f ),�,e e lid ii� le J Ir o' e Ib II II ii r "I1, I' 11, 0,,,,11 i ini i u,,;' II' f, g II c ur,r6 f,ll,e)�r, r „ri,ii,,, ll „ri,,l�f, 11 ,rl �,U"), �1� 1„, Uf l b, �I I�,t,(„.% E R S 1 D = Wired Dimming E = External Bubble Level F = Fusing G = Internal Bubble Level L = Tool -Less Entry R = Additional Secondary Surge Protection Device T = GE Energy Extreme Surge Protection per IEEE/ANSI C62.41.2-2002. Ratina 1- 10kV/SkA Location Category (120 events). Ratina 2 - 6kV/3kA Location Category C -Low (5000 events). XXX = Special Options NOTES: OperatingAmbient50°C"i i�l,f"i��irrllif1if'il• i��e° • Some 347-480 Not DLC Listed (Contact Manufacturer) • Projected L92 (10K) >_ 50,000 at To 25C • Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 NOTES: WF"r It e 1""� I I C� ^Max Operating Ambient»0'c ^34/-4uovNot Available mmomA & 1050mA ° Projected LQ1(1ON�!5O.00OotToZSC ^ For TOption (Contact Manufacturer) ° Projected L7O(IOK)>IOO.00OotTo2S[ Based on lO.00Oh LM-8Odata for Nichio 219BS0ETMLH17005 S C "'n" � r"'Y" """" � e "'�' e C � ' """" """�O:' -� G i- ( o e d � "I" S I � NOTES: ,J l'Y 1"'! 11 I"I t e I r,]" n e • Max Operating Ambient 40° C • 347-480V Not Available in 700mA & 1050mA * Projected L88 (10K) ? 50,000 at To 25C • T Option Not Available - Projected L70 (10K) > 100,000 at To 25C • For 1050mA Drive Current, Nominal Color Temperature (CCT) = 5300K Based on 10,000h LM-80 data for Nichia 219B SQETMLH17005 N��n � o o^��~r ^I C S |5D P|mt Grid Distance inUnits nf Mounting Height ots0'Initial Footcandle Values otGrade ER9I E X rmNmri-omAsymfhc i[��1) 10700 Lumens 5VV0K *, ERI1_[]A115O'120'277/ies �RS2 Normw�s�m�w�r)cMedium |C]8"H 10900 Lumens 5OOOK HS ERS10131150'I20'277Vies ERGl AcWrmn�ghc�ho� 2> 10900 Lumens 50OOK HS ER","" J Aa0mm��icFonword �0D2) 10700 Lumens 5000K ERS��3D115O-1ZO'Z77Kies - ER5� �Wmmm�dnMeMium !C3El> 10900 Lumens 5000K *s ER5I_C3E1150'128'277Kies Pm|arCurve Polar Trace Vertical ondnorizomo| Plane through Horizontal Angle of Maximum Candlepower CUGpzph Coefficients ofUtilization Street Width / Mounting Height : II III I�„b U if"li �„ " f, n at r Il �� c,,�,olrUc E R S 2 Wired Dimming External Bubble Level Fusing Internal Bubble Level Tool -Less Entry Additional Secondary Surge Protection Device GE Energy Extreme Surge Protection per IEEE/ANSI C62.41.2-2002. Rating 1-10kV/SkA Location Category (120 events). Rating 2 - 6kV/3kA Location Category C -Low (5000 events). = Special Options NOTES: d,]I1f1.1"i C'�fr(llfk(��ill��ifr� • Max Operating Ambient 50° C • Some 347-480V Not DLC Listed (Contact Manufacturer) • Projected L92 (10K) >— 50,000 at To 25C • For T Option Availability (Contact Manufacturer] • Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 Si,5 , i, c fi c '�, t � o --,I G(,J,E' �w�o "tcy, , ei,.f I i E Z,',' 5 2 � NOTES: � i,,A ner',i ',Iah (U"'?" i ft C',""" • Max Operating Ambient 50° C - Projected L91 (10K) > 50,000 at To 25C • 347-480V Not Available in 700mA & 1050mA - Projected L70 (10K) > 100,000 at To 2SC • For T Option, Contact Manufacturer Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 S C )" e S c,,,, Cfi c r,'i t poi I d EC , e c,,, ,J, i E S 2 � NOTES: LL O e "VIGlfit e "I c e • Max Operating Ambient 50° C • 347-480V Not Available in 700mA & 1050mA a Projected L91 (10K) �! 50,000 at To 25C • T Option Not Available a Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH1700S II`,IIIIol„roII e tII c s Grid Distance in Units of Mounting Height at 30' Initial Footcandle Values at Grade E F", S 20500 Lumens 5000K ERS2—H3A1150 -120-277V.IES Is 0 Vle(,,,5 i,,1i n 21100 Lumens 5000K HE IERS2H3131150 -120-277V.IES 2 A 1- 1,3 21100 Lumens 5000K HE ERS2—H3C1150 -120-277V.IES E F� �,"k S 1 "n j n0dc 20500 Lumens 5000K HE ERS2—H3D1150 -120-277V.IES E F', 5 2 E;,� t Asii,IIIIIr trla I' 11,5 21100 Lumens 5000K HS ERS2—H3E1150 -120-277V.IES r, n 1I""� 1, v """, Polar Trace Vertical and Horizontal Plane through Horizontal Angle of Maximum Candlepower Coefficients of Utilization Street Width / Mounting Height �l )III rf RE, ll,"ne r L o g ll k, , S r,'C[f ledt l i 'Garro,:� E R S 3 AMS1 D = Wired Dimming E = External Bubble Level F = Fusing G = Internal Bubble Level L = Tool -Less Entry R = Additional Secondary Surge Protection Device T = GE Energy Extreme Surge Protection per IEEE/ANSI C62.41.2-2002. Rating 1-10kV/SkA Location Category (120 events). Rating 2 - 6kV/3kA Location Category C -Law (5000 events). XXX Special Options NOTES: I IltM n e non Cfir • Max Operating Ambient SO* C • Max Operating Ambient 45° C for 347-480V • Projected L91 (10K) >— 50,000 at Ta 25C • For T Option, Contact Manufacturer • Projected L70 (10K) > 100,000 at TO 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 NOTES: �.)fDle ileD0c," e ^ Max Operating Ambient o0'c ^ Max Operating Ambient ws`cfor s47-4uov ° Projected Lgl(I0N�!5U.UUUotToZSC ^ For rOption, Contact Manufacturer ° Projected L7O(I0K)>IOO'OOUotTo2SC Based onI0.00OhLM-8Odata for Nichio2I9BSOETMLHI7OO5 F, �� I10 1�.0 Uetr�cs Area( a �e e Cr , r"",iItI011 G " a d e 11""oh e rd Grid Distance in Units of Mounting Height at 30' Initial Footcandle Values at Grade E S 3 E i- I i, r c, A!,JJ i n l"n e t 18900 Lumens 5000K HS ERS3—N3A1550 -120-277V.IES F"', S 3 1',I,o i,v A,,,,,, U i i (etrf Ian r 1 i,,V i r'l 19400 Lumens 5000K HS ERS3N3131550 -120-277V.IES E 5 � 19400 Lumens 5000K HS ERS3—N3C1550 -120-277V.IES E R, 53, A� yjr(,,l nenJc Ire r',m',,,rd �''J" 'I'll, [) l l 18900 Lumens 5000K HS ERS3—N3D1550 -120-277V.IES E R A s ni"netrh'.� n N Fl 19400 Lumens 5000K HS ERS3—N3E1550 -120-277V.IES pa 'j, - C I'), 1-v e Polar Trace Vertical and Horizontal Plane through Horizontal Angle of Maximum Candlepower Coefficients of Utilization Street Width / Mounting Height ��II�J')i r� � f(' g'l r/,blydS ftu�di,li 111,ItlEle,r 1E("'I,e/(:i(� E R S4 5 E = Evolve 0 — 120-277* Product Tier A1= Extra Narrow 1! 5 = 525mA 30 — 3000K 1= None L = Tool -Less Entry 1 = 120 *3=Specification 7, Asymmetric 40-4000K 2= PE Receptacle R = Roadway 2 = 208 Grade Bl = Narrmv 50 = 5000K 4— PE Receptacle S= Scalable 3 = 240 See Charts 4 = 277 Cotegory (120 events). Asymmetric &Shorting Cap for oll levels H = 347-480* ` )Medium) 5 = PE Receptacle & 4=Quad D=347 Cl = Asymmetric IShort) ANSI C136.1 PE Control Module 5 = 480 D1= Asymmetric A = ANSI C136.41 -7 -pin OpticalForward *Fusing Dimming Receptacle Assembly not El = Asymmetric IMedium) D = ANSI C136A1-7-pin available with Dimming Receptacle Voltage "0" or "H" with Shorting Cap BLCK= Block D = Wired Dimming GRAY=Gray E= External Bubble Level F = Fusing G = Internal Bubble Level L = Tool -Less Entry 7, Protection Device + IY"➢1 J1Y/ P J Y�/W+11 1➢ �� BLCK= Block D = Wired Dimming GRAY=Gray E= External Bubble Level NOTES: IJ/I°"re I r 11 ,, t en a re • Max Operating Ambient 50° C • Max Operating Ambient 40° C for 347-480V Projected L91 (10K) >_ 50,000 at To 25C • For T Option, Contact Manufacturer Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 F = Fusing G = Internal Bubble Level L = Tool -Less Entry R = Additional Secondary Surge Protection Device T = GE Energy Extreme Surge Protection per IEEE/ANSI 062.41.2-2002. Rating 1-10kV/SkA Location Cotegory (120 events). Rating 2 - 6kV/3kA Location Category C -Low )5000 events). XXX Special Options NOTES: IJ/I°"re I r 11 ,, t en a re • Max Operating Ambient 50° C • Max Operating Ambient 40° C for 347-480V Projected L91 (10K) >_ 50,000 at To 25C • For T Option, Contact Manufacturer Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 e r ,°t(fi flo dE� i�qt"E. 'S4, NOTES: I1�`"i [I L'i1�dl� • Max Operating Ambient 50° C • Max Operating Ambient 40° C for 347-480V • Projected L91 (10K) >_ 50,000 at To 25C • For T Option, Contact Manufacturer . Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 �� o�� . P, oc s S c (,o.. I r,,i, I I e S C � r,,,,j � � Gi R S 4) ISO Not Grid Distance inUnits vf Mounting Height mz0'Initial Footcandle Values at Grade GRS4 Extr'i Normw Amymme�ic � "1' 15AI) 24800 Lumens 5000K *S ERS4—T3A1550'120'277K|B ER061 0orrow AsgmmetricMe&um |T38l) 25400 Lumens 50OOK HS E0S4 Ai nthcShm�''r |T3�2} 25400Lumens 5OOOK *S ERS4—T3[1550'128'277K|ES E�S� AsummmthcFo��rd 24800 Lumens 5000K ERS4�3D155O'lZO'277V|ES - ER54 Au�mme�rin Med�um (T'3 E1> 25400 Lumens 5O00K *s ERS4—T3E1550'128'277K|B SS Po1mr[umm Polar Trace Vertical and Horizontal Plane through Horizontal Angle of Maximum Candlepower CUGroph Coefficients ofUtilization Street Width / Mounting Height Rrodl,,,jjxt N� ) em i,: I0111S 2 1.3 in. [542 mm] Adjustable for 1-1/4 to 2 in. mounting pipe ,60 to 2.375 inch OD) to 60 mm ODI b a f,'J( S 2 11.8 in. R [300 mm R] 21.3 in. [542 mm] 7.0 in. [177mn • Approximate Net Weight: 20 to 25 lbs. 0.07 to 11.34 kgs.) Contact manufacturer for specific configuration weight. * Effective Projected Area (EPA): 0.5 sq. ft. max (0.046 sq. m) 25.9 in. [659 mm] Adjustable for 1-1/4 to 2 in. mounting pipe (1.660 to 2,375 inch OD) [42 to 60 mm ODI O 4. [659 rnml • Approximate Net Weight: 25 to 29 lbs. (11.34 to 13.15 kgs.) Contact manufacturer for specific configuration weight. - Effective Projected Area (EPA): 0.7 sq. ft. max 10.065 sq. m) LJUU I H III 14.5 in. [368 mrT 5.4 in. [136 mm] 5.4 in. [136 mm] o d II I1 ct D II II ni l Ir lsIlMis Adjustable for 1-1/4 to 2 in. pipe (1.660 to 2.375 inch ON [42 to 60 mm OD] 7.0 in. 4.5 in. [177mm] In. [114 mm] t 4 [136 mi 14.7 in. R ![373 mirn R1 37.3 in. ISO 7ir. [947 mm] [380 mini -47 -K m • Approximate Net Weight: 40 to 46 lbs. (18.14 to 20.87 kgs.) Contact manufacturer for specific configuration weight. - Effective Projected Area (EPA): 1.0 sq. ft. max (0.093 sq. m) www.gelighting.com GE and the GE Monogram are trademarks of the General Electric Company. All other trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical volues when measured under laboratory conditions GE Lighting and GE Lighting Solutions, LLC are businesses of the General Electric Company. © 2015 GE. OLP3067 (Rev 03/10/15) Appendix B — Photometric Results & « � � � � W U 2 � 0 U O m W % W a. W « 2 � � � pl 2 ®�fI®�� m % W L R / � \ \ U) 7 j b > \ a \ n / IV LU 7 « m I 2 m = 2 E LO � $ % k \ E \ LU \ o \ c U5 [ LU f$ C d 0 0 ƒ d 0 Cl) : k / / / / \ f d o > § / � 9 m \ r \ m S _ 2 R $ \ > & & > / / / 0 / 0 / > / LLI / 2 ) k ƒ � m E < L o 7 N § .2 + / s k U E k� \ x f \� w kƒ v% M J a. LU § / 2 # v /� � / 04 3� < § / _ 2 # v � / r /� § ®�fI®�� m % W \ _j f E / cn\ / � \ k o E / U) 7 j \ \ /co / % 7 � I 2 m = 2 E LO $ $ \ 2 7 0 0 0 Cl) : k / / / % W \ _j f E / N / � \ k o E / $ f / -i 7 j \ /co % / / E LO $ % W \ _j f E / \ ƒ j � / � \ k o E / $ f / -i 7 j d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyvu04 2013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATBO LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 24 ft Lanes In Direction Of Travel: 1 In Opposite Direction: 1 Driver's Side Of Roadway: Right Luminaire Information: ATBO 20BLEDE70 XXXXX R2 Description: ATBO 2OBLEDE7O XXXXX R2 File Name: ATBO 20BLEDE70XXXXX R2.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 5571 Luminaire Watts: 48 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 8.392 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 135 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ATBO 2OBLEDE7O XXXX... -405 -6 25 90 0 0 ATBO 2OBLEDE7O XXXX... -270 -6 25 90 0 0 ATBO 2OBLEDE7O XXXX... -135 -6 25 90 0 0 ATBO 2OBLEDE7O XXXX... 0 -6 25 90 0 0 ATBO 2OBLEDE7O XXXX... 135 -6 25 90 0 0 ATBO 2OBLEDE7O XXXX... 270 -6 25 90 0 0 ATBO 2OBLEDE7O XXXX... 405 -6 25 90 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft ATBO 20BLEDE70 XXXX... 540 -6 25 90 0 0 Total Number of locations: 8 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. m CD co cn Ln +cD +P +P +P N d' M o M d" Q0 co +P +P +P +P Ln cn r l0 (1) Lf) 00 0) +P +P +cD +P CD N N co d LO 6l O +CD +p +p +� N N m d "0 Ol o +� +CD (7) F- Ln cn cn oo o +ID +P +(D +� I— Ln co cn cn I� (7) +c-) +P +P +P 0 N co l0 1-0 p Q0 C - +O +O +O +O a Ln m M 'll Ln QQ a� N 1--1 00 cn . m 'll cry .,. �r O Q to II a II 00 1-1 •d�-oo(Y)000 P� a NI ro x lz� A4 a° 49XX9XX M i-) 0 0 a N N O ro 0 C4 Ln �-,o co +P +P +P Ln Ln ( +P +P +P [— N r M d d' +p +p +p + d' [— 'l ( M M M -rl --1 -H o o +2 +J +J M M M +p +p +p I— N M d" d +p +p +p N N F-- —Ln Ln Ln ( +p +p +C ( (n �-o o O d M a� rn o c + n [t Y r -I HI NI 4-) O .a Id 0 a �' (N N —I M O �Cit1\ r—Ia)x�7)xx RW II II II `U 00 `-' N N O O O -rl --1 -H o o +2 +J +J •rl b� � � -rl -ri '� r—Ia)x�7)xx RW Ln N t` rl Oo l9 rid --------- N co N I-- M Ln �,o oo co O N M M l9 l9 l9 I— O N • O N M +O + ' + + LO co I'D Ln M • rl N +-' +O +� +� d' 61 O N LO r M N O N +N �� +I +I N co N �,o d +M +� +O +I IT O M �I l0 I� O O +M 4-) 0 CC) co Ln l9 O L O +M +M +N +H a 'll O O M I— (N O +M +N +N +N t , (7) Ln N I— 00 Q0 co O O +ID +l +I +I . r -I ri 4-)y a Q > Cj 4.) 1- 411 r -I b O A II p b n� > H C4 P° ■.1 0 0 a a� N W O b ro 0 C4 9 a QQ I'll M Q0 +o +o +o +o m 'T Ln I'D +P +(-) +P +(-) (Y) +o +o +o Q0 o o i Cl) Un +p +o +o N Ln U-) (Y) 'll Qo +o +o +o Qo � � M Ln 0 O N N QQ m + N (N (N QQ 0-) + 0-) co L (Y) L 0 +P +P +P � L I -- (Y) M Ln I - +p +p +p P - o �000 C) o +2 +J +J 14 � � � --I --I > b bi d x FC U 5(t H� m m mgxxgxx 0M r - d' (N .P) � 7-1 7-1 o +CD +p +p +p Q0 Ln N P- N N N +p +p +p +q 0 0) l0 Ol N +P +P +CD +P QO 00 d' m Ln Ln Ln +CD +P +(D +P N [- O F- I- � � Ln +� +CD + +CD I- Ln co Ln co (5') 00 r- +c-) +P +CD +p Ln 7-1 o) P- (5) 7-I O (7) +() CD N d' co O m N a IT Ln I CO 61 1-1 N W N b) o -d 'll -d •� b i -n i -n i -n CD � rn I 4 +O +O +O O • • �..I r -I U N 6l M � a v O �LnLOM II a II V) td�No O O O . --J .J 4 am 4J rr,� x� O 0 �PHXX9XX A4 M 0 O a N W O ro O C4 9 a t -n �,o oo O O O +P +P +P t` 7-1 'll c O 7-1 1-1 +P +P +c O Ln 0 +CD +p +(D N [- O [ L O O o +CD +P +CD + t -n �,o oo O O O +P +P +P t` 7-1 'll c O 7-1 1-1 +P +P +c O Ln 0 +CD +p +(D N [- O [ I I N I- O [ +p +p +p Ln (N m G) UN II II II O aJ +p +p +p CC) (0-) O O O r +D +(D +l--) + Ln �-O k-0 L 0 0 0 'll L O O O 0 0 0 42 4-J 1J O H co (0 m ri a II II II x (2� tP a) r r G C b)f2� O 5 m �a)x�7)xxx� >FCFC H .• a, I I H Ln 4-JU m � Ln (N m G) UN II II II O aJ to O ' —I N O O O O 11 U .� . -rl -ri -H t~ 0 0 0 42 4-J 1J O H co (0 m ri a II II II x (2� tP a) r r G C b)f2� O 5 m �a)x�7)xxx� >FCFC H .• d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 24 ft Lanes In Direction Of Travel: 1 In Opposite Direction: 1 Driver's Side Of Roadway: Right Luminaire Information: ers2 d3cl54O-120-277v tcm201- Description: ERS2 D3C1540 -120-277V File Name: ers2 d3cl540-120-277v_tcm201-95179.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 8200 Luminaire Watts: 88 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 8.607 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 150 Label X-Coord Y-Coord Z-Coord Orient ers2 d3c1540-120-27... -300 -6 25 90 ers2_d3c1540-120-27... -150 -6 25 90 ers2 0 -6 25 90 _d3c1540-120-27... ers2 150 -6 25 90 _d3c1540-120-27... ers2 d3c1540-120-27... 300 -6 25 90 ers2 d3cl540-120-27... 450 -6 25 90 Total Number of locations: 6 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc. Tilt Spin E RT M lC O Q0 C` C5) +C +O +O r '-Cl 00 Ln lC OO < OC) C Ln < M S l9 C +O +O +O +( d' (N C` M L co 'll N M M M M m c +o +o +o +< C` C` (N O Ln i - N M -� U)II II II 1-1 cc) O 00 Ln o N O O O U --1 --1 -H � o o 4-J J aa)XC,�7'XX rd N �A"11 W N W ro rdO C4 CD I-- d' l d" 7-� C Ln LI i Ln N oc11 < M N N < [� IS) 00 I-- L i CO N N N 03 11 < M N N < Ln Lr, Ln r -I r -I CD I-- d N co Lr QO ,-- N m CC +N +N +N + m 00 co N � � � N U II II II fsam�-O 'T m C 1 O O O H Q) o N o -P +J +J 04 O x Id O 5 (t -i � m r -I r -I RT Q0 �10 a �'Q (DO p ,--I �,a o Cl d d Ln LS rn Ln Qo a Ln Ln c1 m Ln Lc +� +� +� +� C' 1' C C' (7) Ln N r +� +1 +1 +1 Ol lD (N L - l0 Ln +N +� +1 +1 Q0 011 Ln L +� +N cn r-- co c Ln Ln [ m - Ln C O` cn o. +� +p'+� +` y� ao 4 Ln -1 ' A M H N T--1 N 0 O a Ln Lo Ln Ln Ln Ln +O +O +O + O I� l9 co G) N �I LO a C) O M N l9 L� Ol +O+P+O+ +O+C,+O+ 61 �I r M L +O+C,+O+ r -- Ln (Y) i' Ln rl f O (Y) M CC) 6 r N N (1) +O +O +O P -C� � o N O O O a--1 --1 -H o o +2 +) +J 14 b) x � b>(tH�mm mgxxgxx 6l LC' L() O C o +C +C +C N co C CD < d' I'D OC M N OC) ocd' < LSA d'' cn < N L-- CO L co t` Ln C C 00 C C d, E— (n OD r co IzT 0) OC) oc'I- L-- C QO ,-- N N 1 0 0 0 +o +o +o M Ml d' 0 o O < l9 6`, 61 ( C C C < OC) C < O r +C +O +C +( CD d" Cn < N r O < M OD l9 L 0 o O < +C +C +C +< LSALI , d' C C C M Cv; N O o O +C +O +C I 0 0 0 l 4-)) � 1J 0 H S m -ri a u ii a a �� b) (1) �� o 5 m �a)x�7)xxx� >FCFC H Ln T --I Ui H H U m m 4-J H N N VQ0 o a O O o 0 0 u 0 0 0 0 l 4-)) � 1J 0 H S m -ri a u ii a a �� b) (1) �� o 5 m �a)x�7)xxx� >FCFC H Ln T --I 0 O 0 O U 0 O >1 a tI 1"1 a) N . r-1 0 Q., O >1 .d O C4 n F +-) O x --1 O r +) O � 4-J b) 4-J �4 -rl O rl N ',� ,� ,� Q4 W H— O �A a) Q 3 o (4 -A 3 1 '5 x 1+ G S W O O 104 U -H m o co (N -rl 1 N n ro a G G >14-J w U 4-) Y U S O w� wmcn ��A U H (I O 11 >, co 'TI F Q C-) N 3 Q H rl �rd Q rd -1 O � I �-] G U -rl co U �-d �5 a $4 U +- Y N N U cn r- o W W N M W a" --(:a O +-) O x --1 O r +) O � 4-J b) 4-J �4 -rl O rl N ',� ,� ,� Q4 W 71 �A a) 3 3 o (4 -A 71 O O x 1+ G S > O +) 104 U -H m o 4-) a a > as �)4 r"I'1 G G >14-J � U 7� (0 �5 m ro H +) +-) ��A U ra r0 11 +-) O x --1 O r +) O � 4-J b) 4-J �4 -rl O rl N ',� ,� ,� Q4 W I I o O N ,l, F Ln U U �I cn > I� N N co I O j-{ O Ln Ln N N N�-o O O O t` W Q W N cQ I C) x N x Ix C) x QQ x Ln H ILn m FG o N QQ 0 0 o" 0 3 3 o (4 -A U) O O x 1+ 0 O 1 S O O O 1 104 U N I I r O P N 4J O N as �)4 r"I'1 G G >14-J � +-) ��A �A FC� >, co 'TI F a � � z z Q I I o O N ,l, F Ln U U �I cn > I� N N co I O j-{ O Ln Ln N N N�-o O O O t` W Q W N cQ I C) x N x Ix C) x QQ x Ln H ILn m FG o N QQ 0 0 o" 00 O 00 1-- 1- N Ln O N O Ln O rl O N 1' w �A �' co w 0 M m d' m oIC ,- rM, b' 0 3 3 o (4 -A 3 O 1 3 3 x 1+ 0 O 1 S O O O 1 104 U N I I r P 0-d-rl as a m+H 00 O 00 1-- 1- N Ln O N O Ln O rl O N 1' w �A �' co w 0 M m d' m oIC ,- rM, b' U O O O --1 --1 -H CC) wll�l CC) (n -A O N O -A co Qo N N o o W r -I G O U I O N S -I b 0 O U 0 O a ttI 1'7 W N . r-1 0 .r-1 P., O b 'd a 9 C a F y M O (N � N LS O N H 1-0 O -1 O N M ,}y'" Ol y l9 O M mLnM b) \ O O H M ro U EI O O O a� a) a� pql O O O r I 4-) aJ + y ��ZT r- n)x x •rl i -I -rl -ri � � � O O L� CO N Ln O H l0 M O OJ O —I O M m N Ui LnU-) m N w N \ 10 N O N M U O —I O -1 H 9 a 1� b) H ro EI O O O a� m x r- n)x x O t - LO d' H O O M 3' O O O O M N 0 0 0 w -I N O H O �' O O M ui N O U-) O M G O O N Ln N O —I H W Q W Z O U O U) LL LU a W a Z_ J PI 2 "0 O O \O N N (a ro - > L: V LU W Q Q IL Z C9 W 0 NI�IMI�I�I� J a _0 m O W E r^ vJ O 0' (0 J Z m 0>, J _0 LU o Y cq o >3: La � a� LU m L t 75 LO m LO L cn 4% Q � � a ca ca cu 0 Cl) 2 2 C/5 65 3 E LU o 0 d 2 U_ =O O LU o J M N J O O O E J O M CO (�) O ti LO � J C E E co J -i O O N Iz J N N >Iz J O O O 0 L) o J O U U d U > W J G1 U O 41 co LU E¢ 0 14 w I � ° �► X O a > V X U N N V W OI _ r O V = w Na O L L V W L1 3 3 m M a* a* I W. w d 3 N 3 I m = L N Cl)_ _ a v Q v a� LU W Q Q IL Z C9 W 0 NI�IMI�I�I� J _0 m O W LLC J J U r^ vJ O 0' (0 J Z m 0>, J _0 U Y cq >3: La � a� m L t 75 LO m LO cn � a ca ca Cl) 2 2 C/5 65 O _0 O W LLC J J U a) O 0' (0 J Z >J t C J 0>, J _0 co cq o a� _rn 75 LO LO cn W LLC J J U f� Q !_ J O 0' (0 J Z >J t C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U 0Vlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyvu04 24013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 44 ft Lanes In Direction Of Travel: 2 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 40BLEDE10 XXXXX R3 Description: ATB2 40BLEDE10 XXXXX R3 File Name: ATB2 40BLEDEI0XXXXX R3.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 15519 Luminaire Watts: 138 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 235 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ATB2 40BLEDE10 XXXX... 705 -6 35 90 0 0 ATB2 40BLEDE10 XXXX... 470 -6 35 90 0 0 ATB2 40BLEDE10 XXXX... 235 -6 35 90 0 0 ATB2 40BLEDEIO XXXX... 0 -6 35 90 0 0 ATB2 40BLEDE10 XXXX... -235 -6 35 90 0 0 ATB2 40BLEDE10 XXXX... -470 -6 35 90 0 0 Total Number of locations: 6 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc I- Ln Z M l— (N U) II II II \ N co 'T C-) ,A O oo Uo�oa� J a)xC,�7)xx a9XX9XX N co m+o +o + +c' +c� + � +o +G+1+P+G+G +�+1 N C1 �' l0 61 +o I +o +o +o +1 +o +o 4P +p +P +O + +O 4C1 4p + +O rl � rl r1 rl rl +G + +G +C +G + +O � 6l G O 6l //��\ +O +� +O +O +O+q +O N N ] N N N N rl +O +1 +O +O +O + +O 'd a b .0 V V C4 a0 V I- Ln Z M l— (N U) II II II \ N co 'T C-) ,A O oo Uo�oa� J a)xC,�7)xx a9XX9XX N N O L� G Ln N Ln 6l rl N rl bl +P + +P +� +P + +P +P 4P +P+ + +� +1 N N N N N OJ CJ Q'i OJ � rl � rl —1 rl r1 +O +q +O +Ci +O +q +O � V.IIIII `_VIIII o +o 4P +c. +o +P + + +P +P + +P L� 6l 6. 6l rl t7 th m m M +P +1 +P +G +C +� +P N r1 r1 Irl Irl �Y' r m co m �o N L� O Ln Ln 6l � rl N rl 61 ++1+7'+'+7' +7' I 00 m 0 -� 1� I— —A N U II II II W r- (Y) 00 : o O O O C) o -P +J -0 HaxC,�7)xx 5 H 5 m m m '' 1 N lel W O b ro b O C4 +CO +r -P 4- +`O +( RW M A� W N W O ro O C4 9 +O +O +O +O +O +O +O +O O I I I I I M m m I I (h m m +O +O +O +O +O +O +O N Ol Mr Q� N +o +1 +o +c. +o +1 +o +o + +o 4`4o + +o +P + +P +�- +` + +� +o +P +c1 +o +� +,' +o+ +o+c.+o +O + +O +C+O + +N +O +O +O +G +O +O +O � m o � x rl N M,� Q� Ln +O +1 +O +O +O +1 +O rl rl n N !h +O +� +O 4O4` + +O +O + +O 4`4" + +O � r x co co +� +] +P +c +P +� +c Ql rl N O rl N \ N N P N co 'T O — O O O C) o +3 4-J +J bi d x FC P U 00 Ln Ln-Acn U II II II c b Ln In o O OO 0 --1 --1 -H •rl o �+ o +2 +J +J o a a� o 0 0 +�+�+�+�+�+1+� 4-) �7) oO +P +� O o +G +� +P + 0 +P N +P+ (h N N N +"+�+P+ N N N +P N O p +P+ O O O p 4P +P O +O `-•JI O O �j1 CJ `_CJI O O O ^l O l0 N O Lf1 Ui L(1 � O O O � O a' CJ N Ql rl � 67 rl rl �I r1 L� l4� LC1 O 61 N +O+q p +O+O+O+ rl +O rl rll ifJ Itl +O +� L-�II In Lfl ill � +O +O +O +� rl � +O +O + +O +C+O + +O rl rl N rl rl 'rl +�+ +7++F+ +O N N N NJI O N O 6i O rl +71+' +-+ +7' •ri b ri O ai V I I IQ I .d al b •0 V C4 a0 V P U 00 Ln Ln-Acn U II II II c b Ln In o O OO 0 --1 --1 -H •rl o �+ o +2 +J +J IM 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--1 EFC�I�FC��I IM ULn -A m m II II II O N b Ln LO - O O0 0 0 II U 0 0 0 42 4-J 1J 0 H co (0 m ri a II II II (2� b) �� o 5 m �7)xxx� �FCFC H r - o l� OJ O —1 C1 Cl N +O + +O +C +O + +O O rl —1 +O + +O +O +O + +O O p +O+ p 4P +P rl +O O O O rl O O O O O O O N N N C] C1 rl +O+q N N N +O+O+O+p N +O rl rll O O +O +� `.VIII O Ci O OI +O +O +C N O +O O O G O O +O+ +O+C1+O+ +O rl � O rl —1 N cy O O O �Oyl` N O +O + +O +C +O + +O '//r��\l 1 O +O +q O G O +O +O +O +� O +O • a O rl fl O O O O O O �I .o al b C4 a0 V ULn -A m m II II II O N b Ln LO - O O0 0 0 II U 0 0 0 42 4-J 1J 0 H co (0 m ri a II II II (2� b) �� o 5 m �7)xxx� �FCFC H r - d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 44 ft Lanes In Direction Of Travel: 2 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers2 a3cl74O-120-277v tcm201- Description: ERS2 G3C1740 -120-277V File Name: ers2 g3cl740-120-277v_tcm201-95332.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 14600 Luminaire Watts: 172 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 8.607 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 235 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers2 g3c1740-120-27... 705 -6 35 90 0 0 ers2 470 -6 35 90 0 0 _g3c1740-120-27... ers2 235 -6 35 90 0 0 _g3c1740-120-27... ers2 0 -6 35 90 0 0 _g3c1740-120-27... ers2 g3c1740-120-27... -235 -6 35 90 0 0 ers2 g3cl740-120-27... -470 -6 35 90 0 0 Total Number of locations: 6 8 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc 0-) M � Q0 k-0 -� N Ln (N U) II II II \ N o \O O O O Uo004-3 4-J a)xC,�7)xx a9XX9XX cab' o� u0' O -s cy r +o +l4" +c +o I rn +o - o r� o m- +o + --� i � +o +c' +o + rn +o - N p +O++O+O+P+ +O_ N WJII N �N +O+j1 ,� `VIII O OJ OJ MI 61 O Z rl N +O+�+O L(7 lC O N N M c+l +O+�+O- r trl rl N N N N +O + +O +C1+O + +O - NN N N +P + +P + +P + +P o o 0 0 o b rl N ] N N N N N u� rn m m N o +1 4p +1 'd a b .0 V V C4 a0 V 0-) M � Q0 k-0 -� N Ln (N U) II II II \ N o \O O O O Uo004-3 4-J a)xC,�7)xx a9XX9XX N +7' 47' l9 OJ 6i N OJ [ +O + +O +O +O + +O +o+�+o+o+o+�+o+ CV �N +O+j1 6l N C1 N O N LO - rl N N N rl +O +C +O + +O +O + +O +C +O + +O rl rl —1 rl r1 < +�+1+p+G+�+1+P+ rl rl rl-1 � rl r1 +O+(�+O+Ci+O+�+O+( rl rl —1 � rl r +O + +O +O +P'I+O + rl N N N rl +O + +O +C +O + +O a' rl rl OJ M N p p N � +O+ 4P +P +O+ f GII O i O Ull Q� m v r r c l0 CO 6i (YJ OJ [ N o o rd N N lel O b .o b O C4 1� W a� >i Hi 0 .a Id 0 a O Q ro M Q ( +� +' +7 + + N OJ M Q' l0 N O O> Ln G N O ti • L� N lCOJ Q + + + + + + + + m l(jlll �n o� N ,vW(1jl r t � ryI � +1 + +1 +1 +1 + +1 + ��IIII r N m ull oa v rn m r u� M ro c O +N + +1 +1 +1 +1 +1 + Q � 67 l0 61 O O � N 61 —1 +O +1 +1 +1 + qII rl +M+�+N+'I+O+ +� + O N 61 ul rl <. 6jjj� O O r +W + +rl +rl +61 +6j +W +[ o rl N N rl < is, + +(l) +° +P� + +° I I I I I^ I^ �.- 1� aLn >1co 4� �M A II •rl H >U) r -I r -I N A� W N .H W O ro O C4 9 N Ol M M c� m M m I N N N u u S m a M1,M t0 40 t0 40 40 t0 t0 l0 m CO f� C t tG t tC t0 t� tC M �dddl�ll l0 lCf� OJ u� to +1 +o +C' to +1 to tP t tP tom'' tP t t" tP t tp t�-' tm t tP t0+q +O +C1 +O +q +O 61III1 � O rl lC� U. L� t� t t t� � `-'JII OJ Ln N l9 t0 tOill +O +G +O +O +O f� l0 G Lfl N rl N M M Q' t0 +� +O 404` +Q 40 t0 +Cj +O 404P + 40 rl N N N N t0 t t0 4`4" t 40 t0 tp t0 tC t0 t 40 l0 OSI rl Q1 CJI O tot to tC tot to t0 t t0 tC t0 t t0 P N O \O O O O bi d x U 5 X C,�7) X X N r-1 P U II II II �NLn-A td Ln o 0 00 0 --1 --1 -H •rl o o +2 +J +J O O O O O O O < +P+�+"+�+p+�+P+ 4-) �7) O G G O CO}j O � +G+�+G+C+O+ t+�-]-+--i +G+ 0 0 0 0 0< +P + +" +� +P + +G +G+1+G+G+O+ +O+ rl rl a' (Y1 r1 rl o �O l4� 61 0 < OJ [ +O +� a' rl N +O +C+O + 6l iSi O +O m r N WIII +G+�+G+c.+G+�+G+� -1 t� O VIII C1 < +O + +O +O +O + I +G +G+ +G+ +G+ +P+ •� h T 6i f� t p� +O+ p� 4P +P +O+ • V rl U6111 Gl O [� (` [� (`ll1 N N N N N rl O 7 lC l0 +71+ C N •ri b o� +O+ p +G+C +O+ +O+ O ai V .d al b 0 V C4 a0 V P U II II II �NLn-A td Ln o 0 00 0 --1 --1 -H •rl o o +2 +J +J M r -I 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--i M r -I H 01 � II Ui H U L H 5� 1 4-) VN N II II II O N (a 0 O O0 0 0 II U .� . --1 --1 -H rl 0 0 0 42 4-J 1J O H m ri a u II II a �� 5 m �7)xxx� +P+�+"+�+p+�+P+ +o + +o +c+o + +o +P + +" +G +P + +P O p +P+ O rl rl p 4P +P O C +P+ Ili Lll O O 61 G O `,'•JI O rl r1 O OJ [ O < 0 +o +1 0 0 0 +o +c+o + 0< +o f +o + +o +c+o + +o 0 +�I+p+�+�+1+P+ 0 0 0 0< m +o+�+o+c.+o+�+o+� m M M a c N N O N N N N O G O N i O < +P + +" + +P + 4'' +P + +P + 0 0 0 0 0 0 +P+�+P+�-,+P+�+P+ 000�000 +p+�+P �+P+ O .d al b C4 a0 V H 01 � II Ui H U L H 5� 1 4-) VN N II II II O N (a 0 O O0 0 0 II U .� . --1 --1 -H rl 0 0 0 42 4-J 1J O H m ri a u II II a �� 5 m �7)xxx� 0 O 0 O U 0 O >1 b a ttI 1'7 W N . r-1 0 Q., O >1 .d O C4 n F F +-) O x --1 O F, +) O � 4-) is 4-J R -rl O H --, O �A (1) Q 3 o �4- 3 �o O 0 x 1+ C � W -1 O (x U N I I r cn O 00 N rl I N cn ro a � >14-J � U 7� Y U C O w� wa�M ��A U H (1 O lx � O Q � arz0(1)zzQn� Q rd -A O C 1 � C U co U �-d a z U +- Y N N cn C O F W W N M w a H -- (1a O +-) O x --1 O F, +) O � 4-) is 4-J R -rl O �A (1) 3 3 o �4- m �o O 0 x 1+ C � � O +) (x U N I I r cn O 4-) a a > 75 �)4 C C >14-J � U 7� C m ro H +) a) ��A �A FC� r0 lx � +-) O x --1 O F, +) O � 4-) is 4-J R -rl O I I o O N ,l' F- r- U U �I M � I� N N I Ln �-d O Ln M N N M l0 O O O N W Q W M cQ I C) x IIx N x al xLn I Ln M FG O M O O O N 0 3 3 o �4- m �o O 0 x 1+ 0 0 1 3 O O O 1 (x U N I I r O P N 4J N N 75 �)4 C C >14-J � +-) ��A �A FC� arz0(1)zzQn� I I o O N ,l' F- r- U U �I M � I� N N I Ln �-d O Ln M N N M l0 O O O N W Q W M cQ I C) x IIx N x al xLn I Ln M FG O M O O O N N O w M M m -A Q0 Q G O O N 1i N N co "T O -� O O M 1` N b' 0 3 3 o �4- 3 �o O 1 3 3 x 1+ 0 0 1 3 O O O 1 (x U N I I r P 0-d-rl d C: N I -H p, Q, m+HU)(n N O w M M m -A Q0 Q G O O N 1i N N co "T O -� O O M 1` N b' V U O O O --1 --1 -H L-- O 00 Q0 � O O N O LO r -I N :3O 0 m O OC) a) >1 M b . O a 00 M M M a F co (n OJ N N N G O O N Lfi N y N 00 '4' O H l it d, O -I O t` Lf) O O M t` N U a� tr� pql O OO --I --1 -H +) +-) +-) >a)xr_Z7)xx O N Lli -I O Lei l0 O • LO �I N 11) O - I O Ln -I M b" O -I w H O \ L(7 Ln O • CO H b Ln . U O -I O Ln -I M a� b) H E-1 �+) 4-) co a� d' rl O LC) Q0 M O rl O a' N O O O 'Z, 'Z, N O H O N Ln Ln - I O O l9 Ln O O O M Lr) O O O O Ln -I M O -I H W 'd s� U 00 0 U --1 --1 -H aJ -W 4J0 H t (T� 0 -1 0�aJ75 �a)xxxx� W r -I Q W z O U O U) LL LU a W a z_ J PI 2 _O O O \O N O (a ro - > L: V LU W Q Q IL z C9 W 0 �I�IMI�I�I� J a m CD W W O O 0' CV) ti m m J CO O f� U r Cn N �> W >3: i Q d V m L t 5 r m � N cv e 3 d cu = E 2 > LU 7 � o o 0 U C U_ >� LU CDo 0 Cl) 2 2 C/5 65 J M N N J O O O V � E J J O O N co co W M C E I M N N m J O O N O LO O o J U d > U J W G1 U O E¢ -0�► a V w U ° X X > N N td V 3 W _ V = ° V U)% a W — L 3 L v OI W in W m NI m ~ Q L L1 3 - 3 = m L v O Na CD I a� LU W Q Q IL z C9 W 0 �I�IMI�I�I� J m CD W L J J O U r^ vJ O 0' co m m J f� U Y Cn >3: m L t 5 r m � N � U C +. Cl) 2 2 C/5 65 CD CD W L J J O U a) O 0' co >J t J m J f� N - Cn N 5 r � N � W L J J O U Q M J O 0' C J o m z >J t J m J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 44 ft Lanes In Direction Of Travel: 2 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 BOBLEDE70 XXXXX R3 Description: ATB2 80BLEDE70 XXXXX R3 File Name: ATB2 80BLEDE70 XXXXX R3.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 22126 Luminaire Watts: 180 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 195 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ATB2 80BLEDE70 XXXX... 780 -6 35 90 0 0 ATB2 80BLEDE70 XXXX... 585 -6 35 90 0 0 ATB2 80BLEDE70 XXXX... 390 -6 35 90 0 0 ATB2 80BLEDE70 XXXX... 195 -6 35 90 0 0 ATB2 80BLEDE70 XXXX... 0 -6 35 90 0 0 ATB2 80BLEDE70 XXXX... -195 -6 35 90 0 0 ATB2 80BLEDE70 XXXX... -390 -6 35 90 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft Total Number of locations: 7 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. ■.1 0 a N (N 00 -A 1-0 -� N d' (N a)xC,�7)xx 5(0 H 5 m m m I +O+ O N +O+C)+O+�+O+ M L- YI M Ln +P+7+P N - L (X) �.o Ol +P+7+P+ N al Ln 61 N Ln Ln d' Q0 3, l -c) l 61 Ln N [� lzv --I [ LT) L M Ln N N 61 I-- �Lfn rl Lf- M +O+ d d'M M O +p 4P d' O 61 •+71+ 6� m �I 'T +O d' + Ln lf) +O +C) CO +O O , r, Lfn M +P+7+P N �i d' LI) �0 Q0 +P+7+P+ rH Lf7 t 'ZI' M +O 0) I-- + OJ M M d: +O +C) 1-9 l +O QQQ LfjL +d Lf) Lf) ` +O + L M d' d' N d' N M O Q0 L N d' +O LFII Lf� + M d' l0 lS) +O +O M l0 +O l + O -0 l +O N (N 00 -A 1-0 -� N d' (N a)xC,�7)xx 5(0 H 5 m m m ■.1 0 a 1"1 N W ro (130 C4 9 r -I r -I HI ril 4J O 'U Id 0 a l0 I m ) W7 (n 0 0 0 -� m O O N O i 6l f O M O d' CO l0 lf) Ln CO N Ln Ol N C) •rl b� '� � Q0 t` �I N1 N N Ln +�+7+CD+C)+CD+7+C+ Ln L() Lf) d' +p+ IT +o+c)+o+ (Y) M +o+ Ln f 'T +O �M d'71, + d' +O +C) +O +p + -1 Ln +p+7+p+�)+P+7+P+ (yl N N -I Ln L() Ln r� f d' CC) Q +O+ Ln ( d 0) ' � +O+C)+O+ OJ •+O+ l 61 61 +O+ O -i rl O -i rl +7, +71 O 00 +p + C) (� +--1+1+7_1+i+--1+1+7 O d' k -O lD Ln N m c o rn f 114+ m 0-) O M l- N U II II II m 0 N 0 0 0 -rl --i -H O N O42 1J 1-J •rl b� '� � -rl -ri 'J r�a)x�7)xx RW ■.1 0 a 41- L� a, a00 O d' O Li) d' CO 4-)00 o (`') M LL) NIrIr"" l0 M (N l0 l0 l0 d' lS) M l0 �N l0 61 LC) N r-- (N +' +1 M do ' L +' +' +' L +1 +' + O I O Ln Lf O N �i O 1 CO t N L +' +' +' +' +' + Ln i Ln rl III N (N d' 61 lel M L G) [ q • + O L-- d' O of O N M N CO r� bl d' O d' l0 +V)+M+�+O+ N M rl M N of M Ln [ O Ln Lo -i rl N (X) k-0 o Ln +CO +� +L'- 1.0 �o Q0 +F-+1+()0+a)+I-+I+Lf-) C-) d' Ln 1.0 M [� +Y-1 +� +� +- 41- L� a, a00 4-)00 .r, M A yU) Ln ■.1 0 a 9 a M 1-0 OD CO OJ QO M 0) +o+o+o+o+o+o+o+o (n LC) rl N O a) (q ,i' Ln �,o �,o �,o Ln Ln +O+O+O+O+O+O+O+ 6l � l0 61 N + +7+ +7 c) 1' O L9 N c Lr) � a) co co F- +o+o+o+c)+o+o+o+c rh � C\a IT I M a L 61 O r G +O+ •+O Ln 6l 0) 'l' Lr) C Ln Lc� G) N Lrl r +O+ •+O+C)+--I+--I+--I O�.O LC) Ln Lf l M LC Ln Ln �O a) ,A T Ln c, +o+�+o+c) �I f`r l0 G) bl (� N r IT Ln I'D 6l (,n c +C'+7+C)+C)+0+�+�+ Q0 O l0 C`- N L` M C, M 'l' LS) C` 1l C` +O+ •+O+C)+O+ -P +C 'T 61 Lf) bl Ln C M M d" T Ln c +O +� +O +C) +O +� +C' +C M Ln Ln 6 m M �T r P 0M P � M b M � U � a� Ln N l— N UII II II (.cc) LnM (d co N 0 0 00 0 --i --i -H •rl O N O l) l) 1J � 0 M 0 Cn 0 C) M o Cl� C) Flo c o +cD+ 4-) �7) +P +P+�+P+ w(1�rr 0 t+�-]-H--1 0 0 0 o c +(L)+7+P b>��ft(0 +P+7+P+ EFCXX9XX C) C) c 0 0 4(L)+ N � +P O Cl) +P+�+P+ l� N N N �i rl rl rl . +O +� +O +C' +O +� +O + C D N N (N CV 1 N —1 6l t +71 6l Ln M Lf) Q0 9 M Q0 1 M IT C() LO O O O 9 61 LS) UI1 O -1 6l O -1 CV d' N O CO 1 +�+ +N+�)+N+4+ a) Ln I •,�YA' Ln 61 61 61 N M LT) +--1+1+T-1+ 1+--1+1+7 co +� + +(7) +57' +(7:) + +C P � M b M � U � a� Ln N l— N UII II II (.cc) LnM (d co N 0 0 00 0 --i --i -H •rl O N O l) l) 1J r- 4-) �7) �:5 �5--- w(1�rr � t+�-]-H--1 b>��ft(0 EFCXX9XX r- ■.1 0 a �f H +O+ (n �I rl +O+C)+O+�+O+ 00 H CD N -1 N 9) rl 6l O rl rl M H Ln d+ . +P+7+P +P+7+P+ Ln O O I-- O M f +O++O+C)+O+ M t'� M •+O+ O O O O O O O i N O Nl r`17, M O Cl) O M C-) M O t +P+7+(D+C)+CD +C+ N O (" O C'") C) M O M M O f +O+ N(y7 +O+C)+O+ N N M c +O+ M c O +O O +II O +O O +C) O +O O O f +P + O ,,``--1111',', O O O +P+7+P +P+7+P+ 1:3' O LO l0 O lS) O t` O t9 f O f +O+ +p +p +O+ F- O 09 O O rl -i �i M rl r1 N f H . -I H d" l0 1 IX) ) H -1 H N 61 rl +p + +(7) +�) +� + +(7:) Ln � I I b' H +J O m II II II O N b 00 N O N O O O O 11 U .� -rl -rl -rl rl 0 0 0 12 4-J 1J O H co (0 (0 -ri a u II II a �� b) �� o 5 m �7)xxx� .• d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 °2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 44 ft Lanes In Direction Of Travel: 2 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers4 n3cl54O-120-277v tcm201- Description: ERS4 P3C1540 -120-277V File Name: ers4 p3cl540-120-277v_tcm201-95629.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 20600 Luminaire Watts: 222 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.98225 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 195 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers4 p3c1540-120-27... 780 -6 35 90 0 0 ers4 585 -6 35 90 0 0 _p3c1540-120-27... ers4 390 -6 35 90 0 0 _p3c1540-120-27... ers4 195 -6 35 90 0 0 _p3c1540-120-27... ers4 p3c1540-120-27... 0 -6 35 90 0 0 ers4 p3c1540-120-27... -195 -6 35 90 0 0 ers4 p3c1540-120-27... -390 -6 35 90 0 0 9 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 2 - Cont. Luminaire Location Summary: Coordinates in ft Total Number of locations: 7 10 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. N 0 a I'll M m -A 00 ['- N M -� U) II II II 1-1 Ln 1' Ln O O O o o 4-3 4-J J -i�ftm r4 z4XX 9 XX r -I r -I l0 +0 M O C) rl N N l0 +P+7+P+ G) i+7+�+�'+ M N Ln m �T M co G) CO O LO •+�+ (n I M +(-+ Ln �' +O+ L Ln +O+C)+�+ Ln l-- QO +O+C)+0+�+7+ l9 61 C�j -1 l9 rl +P+7+P Ln lS) CO +(7'+7+7-1+ O f O6l "I' +O+ f� LI'll l9 f - Ln to +O+C)+O+ N N CO O •+O+ ( L� 61 M M +O d' +I Ln lD +O +C) +O F- 00 +P � +P+7+P N1 l0 �i d" +P+7+P+ X41 Q0 ` l0 M --1'71'1-1) 1 11 Ln C\J Ln di O Lf !yJ N ` Ln ` N I +O+ Ln Ln Lf) +O+C) Ln Ln Ln ` r- Ln m1)n 1-0 �D Qo 0'), �o L lfl l0 � l0 Lf) bl 61 N O � r, i O L I'll M m -A 00 ['- N M -� U) II II II 1-1 Ln 1' Ln O O O o o 4-3 4-J J -i�ftm r4 z4XX 9 XX r -I r -I N 0 b a 1"1 N W ro O C4 9 r -I r -I HI ril 4J O 'U Id 0 a 6l � df O 4"" LO +q f- M M M N W N ILO I N d Ln 0 G1 N rn (X) rn O m CO Ln Q0 Q0 �K) Ln Ln d d' d' d' d' M N Mrl M a) M d M M f� M N +O co + �rl +O +C' +O 0.) M + � +O + M M +O d' + d' Cl) M +O +C+O N +� N +O -1 d O 6 +P+7+P +P+7+P+ Q0 Ln M d' O �) n l0 i k-0 CO -1 Ol O -i rl -i O O 0-) t d' Ln "O 0) (N 0) a) 61 p O G) [ +--1+1+T-1+1+--1+1+7 IT O 6Il Lrp M f M bl 61 N Lf- i N f +N+NIL+N+("+M+ •+M N r -I N �I (N Q0 0) N OC) O N ' Ln 1- rl N Q0 [—I Ln l N Q0 C) Ln l rl 6661111�� ' L'') �I rirrf--IHHI d" O NIrI" M 61 [� QI N i N 'l' d' Ln cc M LO CD Ln co C`- Cp 1-- C-)1 ` ON�' coCLn� +[ + +[ +[ +[ +I +[ + (O (y] 61 O d" 61 L N +FI+7+1 +[ +[ +I +[ + O 61 lfl (�7 rl �i rl M1 O� +N+N+rI+O+[ +[ +[ + Q [— co F-- co L N co O Q O N LC) 6l liD CO N �LLL...000II��I Ln —i rl q rl C)d" N L $ o a) rn I Ln m rl U) CO rl [ m N L-- lO 1 0 +61 +CO + +1_0 cc �C)o w (Y) Ln 11 L +cl)+7+17)+61+P)+1+CO o I-- (-)11) L� +N )(I +N +moi +N +N +N 8 I - a, y� a, o >1 I- 4.) r- -1 M A yU) M r -I N 0 a a� N W O ro O C4 9 a N CO -1 CO M O M M L(� Ln�,o Ln L�-o Ln Ln +O+O+O+O+O+O+O+O N a) a) (5) O d' a) �.D r- a) a) m m a) +O+O+O+O+O+O+O+ a) rl N N N �'D rn c -A N Lnl�a) 61 C) M +P+4I +P +4I + r- �-O (x) Ln N a) N -A O ,L) Ln 6) l0 Q0tom' d' +O+�+O+O+O+ •+rl+C O 61 Ln i-- M O rl LC Ln k) co M o a M Ln lS) a) � +o+7 4c-) +o+7+o+c Ln M CO lf) O a) N C +O+ •+O Ln 'l' Ln l M Ln c +O +� +O +G' +O O a) C+ IT Ln Ln 'll Ln LS7 C +O+1+O+C'+O+7+O+C P �NLO M M O O O o o +L 4-J +J 14 � � � --Ir -I --I > b b) d x U 5 C,�7) X X P \ Ln b N Ln U N N Ln N U II II II m 00 'T td m M 0 0 0 0 0--1 --1 -H •rl O N O 12 1J 1J -A C) C) O C> O C) +P+ +P+�'+P+�+P+ �:5 �5--- w(1�rr CD- N � C) rl -i - O c� L O t +P+7+P-P+P+7+P+ ba)X�7)XX . M a) N -i �I r✓, i +O+ O d' +O+C'+O+ 61 M G� +0+ I -- 'T 'T d" -i M M N N , +O +I +O +C' +O +P + L0 - O 11Th LO LO d' (vh' N +P+7+CD+C'+C) +C+ � (DO M 0) �i coa) k f 'o l0 i +p OL� + +p +C' 1--N +p + +p Ln O O O O 1 rl 6l ` T L- l0 L +71 6l LC) -i O l0 i M [ 61 61 f� Q -i N N O , CO [ +� + +N +N +� +7 (Do C�`] M M M M, +N+�yI � I.+N� co a) 0) Cp N (1) N CEJ M M Ln CSI) d' 1 c`') +O +� +� +Y-1 +� +FI +- P \ Ln b N Ln U N N Ln N U II II II m 00 'T td m M 0 0 0 0 0--1 --1 -H •rl O N O 12 1J 1J Ln r -I 4-) �7) �:5 �5--- w(1�rr � t+�-]-H--i ba)X�7)XX Ln r -I N 0 b a L L 'll +P+ I- � +P+�'+P+�+P+ SIN (n Lr) (Y) o f +P+7+P +P+7+P+ ,,,�� O H� r �i C) �f O i +P+ 03 +P 0-) a) +P �,Q +P+ Ln (D +p O + O C) +(D +C' 0 +P 0 +� 0 f +P CD C) O C) C) f +p+7+P+P+CD+7+C+ 0 of +(-)+1+p+c'+p+ N (N N N (yJ +p+ N c O +O O +II O O +O +C' O +O O O f +P + N O N] ,,``--1111',', N N O O N O NJ ',1-4", N c O f +P+7+P +P+7+P+ C) nQQ�)��f o C) o C) f +(1:)+ +p +p +p+ in O $ O rn 0 O -i 0 r1 -i 0 f H f O •1#' rl �i H H . F— 6l N (1) d" C'-) N f +p + +(- +C' 0 H b' Ui H H U � Ln N +J CD N b .o N o-� 00 0 0 u 0 0 C) C) 1) 4-)1� O H a u ii a a �� b) !v o 5 m �7)xxx� W r -I 0 O 0 O U 0 O >1 b a ttI 1'7 W N . r-1 0 Q., O >1 .d O C4 n F F +-) O x --1 O F, +) O � 4-) is 4-J R -rl O H --, O �A (1) Q 3 o �4- 3 �o O 0 x 1+ C � W —1 O 104 U N I I r U) o 00 a a > cn ro a � >14-J � U 7� Y ] C O w� wa�M ��A U H (I O 1x � O Q � arz0(1)zzQn� Q rd -A O C 1 � C U co U �-d a z U +- Y N N cn C o F W W N M w a H -- (1a O +-) O x --1 O F, +) O � 4-) is 4-J R -rl O �A (1) 3 3 o �4- m �o O 0 x 1+ C � � O +) 104 U N I I r U) o 4-) a a > 75 �)4 C C >14-J � U 7� C m ro H +) a) ��A �A FC� r0 1x � +-) O x --1 O F, +) O � 4-) is 4-J R -rl O I I o O N ,l' F - Ln U U �I M I� 'j, N co I Ln S -I o Ln 6, N N M Q0 O O O 1-1 W Q W M cQ I C) x cox N x CQx Ian 0) FG O M l0 O O O" 0 3 3 o �4- m �o O 0 x 1+ 0 0 1 3 O O O 1 104 U N I I r O P N 4J N N 75 �)4 C C >14-J � +-) ��A �A FC� arz0(1)zzQn� I I o O N ,l' F - Ln U U �I M I� 'j, N co I Ln S -I o Ln 6, N N M Q0 O O O 1-1 W Q W M cQ I C) x cox N x CQx Ian 0) FG O M l0 O O O" 1— M M —1 cc) i— O — O N M — N �— "T N N co O O N N b' 0 3 3 o �4- 3 �o O 1 3 3 x 1+ 0 0 1 3 O O O 1 104 U N I I r P 0-d-rl d C: N I -H p, Q, m+HU)(n 1— M M —1 cc) i— O — O N M — N �— "T N N co O O N N b' V U O O O --1 --1 -H C-- CC) —A —1 N N —1 M O L— M m m O N O N O G O U O N S -I b 0 O U 0 O a tt� 1'7 W N . r-1 0 .r-1 P., O >1 b 'd a 9 :j N O t` 'D 00 >i Ln OJ L� Fa Ln N m C a F ,�, o m y M O O Ln co LO N Ln [-- r— d' O —1 O N m —� Ln O M CO �+ N Ln L— OO 1' O 10 N rs O N O N Ln N M O \ OJ N O • Ln Ol Ln UCDNCDN[-- N a� b) H ro HI 000 -H --1 --1 +-) -P +J a� m x n -)x x Ol P- N O O M —I O O -1 O Ln O N CV 0 0 0 m w N O —I O Ln w -1 N O Ln M m i -- C) O N O O O N 0 0 0' H N O H H W irl—LnC7HlO O O N (N U a� al pql O O O +) +-) + y �� ZT •rl i -I -rl -ri � � � �'gxxgzx Ln O M CO �+ N Ln L— OO 1' O 10 N rs O N O N Ln N M O \ OJ N O • Ln Ol Ln UCDNCDN[-- N a� b) H ro HI 000 -H --1 --1 +-) -P +J a� m x n -)x x Ol P- N O O M —I O O -1 O Ln O N CV 0 0 0 m w N O —I O Ln w -1 N O Ln M m i -- C) O N O O O N 0 0 0' H N O H H W Q LU Z O U O U) LL 4 W Lf) LU a LU a Z_ J PI 2 _O O O \0 N N (a ro - > L: V LU LU Q Q IL Z C9 W 0 LO NI�oI�I�I�I� J a O m cfl E cn (0 J o E Z >J t C J 0>, J W O o N M � N N N M IV W m L t i Q d V m O 3 d _ E 2 LU O a O o Q O 0 (0 f0 U_ LU C) Cl) o 2 2 0 65 J O O O V � E J J O O c - CO r N 11) C -i C r- O LO EE 3 J N N J > J O O O O 0 a O J U U d > U J W G1 U O Q E¢ co LU C7 ° a V w �► U O I X X N > N N td V 3 M W _ V '—— O V ayi a W L 3 a* L v OI � W 0 W m `° N I m ~ Q L L1 3 3 = R 2 a* L v Na CD LO n I a� LU LU Q Q IL Z C9 W 0 LO NI�oI�I�I�I� J O m cfl LC J J U cn (0 J o E Z >J t C J 0>, J `m^ 7 `n o Y � N N m L t m O Y Y O a Q (0 f0 Cl) 2 2 C/5 65 0 O cfl LC J J U O (0 J o E Z >J t C J 0>, J u `n o co N N N W LC J J U f� F Q !_ J 0' (0 J o E Z >J t C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 54 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 BOBLEDE70 XXXXX R3 Description: ATB2 80BLEDE70 XXXXX R3 File Name: ATB2 80BLEDE70 XXXXX R3.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 22126 Luminaire Watts: 180 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 250 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ATB2 80BLEDE70 XXXX... -500 -6 40 90 0 0 ATB2 80BLEDE70 XXXX... -250 -6 40 90 0 0 ATB2 80BLEDE70 XXXX... 0 -6 40 90 0 0 ATB2 80BLEDE70 XXXX... 250 -6 40 90 0 0 ATB2 80BLEDE70 XXXX... 500 -6 40 90 0 0 ATB2 80BLEDE70 XXXX... 750 -6 40 90 0 0 Total Number of locations: 6 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc dl U �i b �i a� �I 0 ra ro 0 a +o +o + +o + +o f l0 r lf� l0 r1 ll) I 1 r rl r N (o�I o� [� Co� 61 I `.YIIII rl � +O + +O +C' +O + +O + +O rl N N N N1 (n I +O +I +O +C' +O +4I +O +I +O + +O + +O +O +O + +O +O +O N tO�l N N N o�I N [p�I N I +O + +O +C' +O + +O + +O + c �SIIIV r a� a� .VIIIA o CNIII r N N rl rl m N +o + +o + +o + +o + +o Q0 m -A I'll N Q0 (N a)xC,�7)xx a9XX9XX N '' 1 0 a ro N m m N o t� t1 + t� + 1 t� 1 t� + tp tm � tp m tm N tm o � tp t� tp t m m m m m m m m N tp t tp tC' tp t tp t tp tp t tp tC' tp t tp t tp N too� Nrl N N N N •JOII tp t0 tC' t0 too � t0 t`-Wlll t0 t N N N N N N N rl rl • tp t tp tC' tp t tp t tp l9 l0 Ln L(l Ll� Ln � N � I N N N N N rl t0 t t0 tC' t0 .+4 t0 t t0 t tp t tp tp tp t tp tp tp +t�4"4"tPt1+P ++ tp t tp tp tp t1 tp t1 tp +7' t oa N { m N o +t1+ +{tII+1+1t�+ I I m 1"1 N O b .o b O C4 1� W a� >i Hi 0 .a Id O a O O Q O 4 6p--1 t t�t t t t t t�t t t1 +1 +1 t1 t1 +1 +1 +1 +1 t N 111 6l IXl of � O � N 1 N N IXl r] u7 u7 i t t t t t t t t t t l0 61 L� 61 lf) � rl rl I tt1� t1 t1 t1 t1 t1 t1 t m In o CCJJ O rl N S t�t�tO tC�t t 0 �t tt t O c m N rl Ln rl d' l0 L� 1v�IO rrrl{{{III N tit tm tN tett tt t O O m M rl m i �Cn511r[i rn ,� m ro pM{If[I a' � tO1 t tCO t`x� t� t t� t tN 0 tj t-+7147' 4�- O rl m rl N 6l rl N N N t�tt�tr{t� t1t� tjt�t C(( 461 4 -k7+7'+7' +'' RW M 1A"11 W N W O b ro O C4 9 F� CD M� r o r � M, M m m m m m m m m m N +o+o+o+o+o+o+p+o+p+,� Lr M rl 1-0 r Qo In M rn i uc OJ l0 z' r N OJ L N in Cp�i Lf) �Ln0�7 l9 o +O+ +O+O+O+ +O+ +O+( l0 rJll r M M (`IJ l9 L'il- M r +o+�+o+c)+o+�+o+�+o+c �ooo �c) r o c r c M P c N m P C m M +� +` I' +� +c)+- + +�+L Ln N M M +O+o+O+o+O+o+o+O+,�+c c, co �) r v o c N NJ N M M J l9 DJ i +O +W +O+O+O+1D+�+O+c 6l O N', oc L/) O r o) c rl N cV N c +O+ +P +C +O+ +O+( rl N N N N M C N N N N N N c +O+ +O+c)+O+ +O+ +O+c cV O M M N NN +o+o+o+c)+o+o+o+o+o+` P .b U muco U Ln N b Id NDN �i •rl II II II Ln N W O b ro O C4 9 4J tr� b EI ri y dl a� �I ril 4J 0 ra Id 0 a P b Ln U � � CD r- �-o -A N U II II II b�-oo 0 0 0 •rl o o +2 +J +J IM w(1�rr � tp�-]-H --1 ba)X�7)XX IM N W O ro b O C4 9 r -I U1 �I �I 4J O .b Id 0 a +o +� 0 0 0 0,� o +o + +o + +o +l' +o + +o f 1 a' m v� 1 m +1 + +"+ +"+ in � rro m m i 0 0 0 0 0 0 0 0 0 +o + +o +c' +o + +o + +o N N N cl N N N N N O 0 0 +O +1 +O +C' +O .+4 +O + +O + N N N N 1 O O O O O O� +O + +O +O +O + +O +G +O + O O� O O O o� O Cp� O� +O + +O +C' +O + +O + +O + CYIII N CYIII N C t�tt t t�+1+1t�t rl rl rl rl rl rl N 1 N � O 0 0 0 O O i +O + +O +C' +O + +O + +O + VLn H M M II II II O N td Ln � -1 O O 0 00 II U .� . -rl -rl -t rl 0 0 0 42 4-J 1J O H co (0 m ri a II II II (2�+)� b) �� o 5 m �7)xxx� r- 0 � b' I I H U N +J VLn H M M II II II O N td Ln � -1 O O 0 00 II U .� . -rl -rl -t rl 0 0 0 42 4-J 1J O H co (0 m ri a II II II (2�+)� b) �� o 5 m �7)xxx� r- d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 °2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 54 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers4 n3cl54O-120-277v tcm201- Description: ERS4 P3C1540 -120-277V File Name: ers4 p3cl540-120-277v_tcm201-95629.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 20600 Luminaire Watts: 222 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.98225 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 250 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers4 p3c1540-120-27... 750 -6 40 90 0 0 ers4 500 -6 40 90 0 0 _p3c1540-120-27... ers4 250 -6 40 90 0 0 _p3c1540-120-27... ers4 0 -6 40 90 0 0 _p3c1540-120-27... ers4 p3c1540-120-27... -250 -6 40 90 0 0 ers4 p3cl540-120-27... -500 -6 40 90 0 0 Total Number of locations: 6 8 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc N dl U �i b �i a� �I 0 ra ro 0 a T mu1 r- r rn o1 +P +l +" + +P +1 +P +�' +P � ,� Ul a� � 01 • M J l9 �9 OJ Ol � M M 61 1 � *1 r � N M d' � LO +O + + +M + +O + ml m al !n v� N I N (o�I o� � +1 +P �D I O all'. 6l C1 \O rl VJ� rl N �NSr Mayr' N +O+ 4P +P +O+ +O+ N N N M C�1 M I +O + +O +C' +O .+4 +O + +O + +P + +P + +P + +P +P +P N tO�l[p�I N I +O + +O +O +P +1 +O +� +O + M SIV 61 N N O 61 r r r �o I M M v' rl M M I m a 1 u� udlry u� u� it it it I�il I�il�i CO —I N Ln N O N Ln (N a)xC,�7)xx a9XX9XX N O L�lsrl 67 C1 N Q� � l0 In t7' t 47' tC; tN t� tN t1 tN l0 l0 O Ln C1 l9 Ol C] u� I tO t 4-' tit tit ti t t0 t 40 + ' t� t + t t0 t t0 I t0 t0 t0 t t0 t1 t0 t o t� t1 t1 t� t1 t� d� �o m ai �o in m o co i N N N N N rl t0 +I' t0 tC' t0 t t0 t t0 t N NOf[I N N N rl rl N t (o�I N N N o� t0 t0 tC' t0 tVJllli t0 t t0 t rl `..11lli di N '.O VIIII' N N N N N N rl rl �ryrl rl t0 t 40 t" t0 t t0 t t0 N N N N rl rl t0 t l 40 tCt0 .+4 t0 t t0 t � � Ol 6• �O � C1 � �A I N N N N N rl t0 t 40 t0 t0 t t0 tG t0 C) (O�Cp� N � t0 t 40 tC' t0 tot0 t t0 t Gulf rl �IIV rl tr � cr �� o o + +7't +7' t t� O +1 tiytt tC�tNttNt t�/?N�\+ I I I (N 0-) 00 Q0 O M U II II II 1� Q0 O O O -1 --1 -t O N O 42 1J 1J HaxC,�7)xx 5 H 5 m m Hgxxgxx rd N N lel O b ro b O C4 r -I a� >I HI O .a Id 0 a O rl 5:1 1 t t t t t t t t�t t O d�' 6l bi l0 (�l OJ rl N M v' Q' u� u) t1 t1t1 t1 t1t1t1 tl t1 t l9 Ll I L� 11yll O ,,,yyyI�III N N t� t t1 ti t� t dddhhh rl lf) rl �f7 OJ CCC(�AI lIJ O rl r1 61 l0 � rl O 61 I ul rl r1 Na' a' tOtl t t t tl t tl t t tit t�tttI tI t1 t1 t r � U1 f� O M • N r) I tNt tom+ {t�+I +I tl t1 t O N M LlJ M O I M N o �n ro W o N 4" +7' ro , 0 tit t�t`�{tNt t'�t t� t M M Oro bl M 6{ 61 N u{ N • O O t�t�t�t�t�t�t�t�trt cr �{ o c33�h�It c ��IIJJ � tom+ t7+{t7t tit tit U1 `lW�I CJ rcM � m I tPt1++{t�t�t�t�t�+ r -I a� aLn 0 yy o 4 rI M A II •rl H >U) r -I r -I N 9 I-� M O C � M M Ln LP d•' O M m C� C d C 'd' +o+o+o+o+o+o+o+o+P+,� Ln to r- c-- c r- 0 o Ln r M C Ln to to to to C— to +o+o+o+o+o+o+o+o+o+r M 3 Ln c l0d' d' Ol M Ln lf) l9 c0 m m m c +O+�+O+G)+O+�+O+�+O+c rl M O lfl lfl Ll- o" +o + +o 45 +:) +o I +o +r +O+�+O+O+O+qI +O+ql +O+c Ln l0 N l0 Lfll� [� Lf�lll 6l N C`"1 M d' C LC7 l0 [�� r C +O+1+O+G)+O+1+O+C+O+c M M d• M d' (n to Ln Ln L N M M d o c +o+ +p 4G, +o+ +o+c c N c`J M M d' l0 lW l0 L +o+o+o+G)+o+o+o+o+o+` rl Lrlt rl \) c) of c N NI M N) Lf) L +O+�+O+C)+O+�+O+1+O+( O Q' co C) d•' t` r- M Q' C +O+ +P +C +O+ +O+( 6l Ln lf) OJ O �' rl N N N M M C +o+ +o+r rl (`IJ N N N N C`I.1 N M a) co oo t� r N (N N N N N c +O+ 4O 4-'4P +O+ +O+c +O+ •+O+G)+O+ +O+ +O+c P o O O O a -1 -1H C) o +2 +J +J 14 � � � --Ir -I --1 > b bi d x b 5(t H� m m mgxxgxx N r -I M r -I - o +o +`' +o +c' +o +`j' +o +`' +o + 0 0 0 0 0 0 +o + +o +c' +o + +o + +o + rl 0 0 0 O O +O+ +O+G�+O+ +O+ +O+ N N N �V rl rl O Q Or O +0• +� +O• +C� +O• + +0• + +0• +57 Cl [� N N rl rl M (`o�'I N +O + +O +O +O + +O + +O + +O+ f� nC{lAf� 6l 6i N f� lD +O + +O +O +O + +O +O +O + •� N 6O� rl �{ � O Qp�I �'G ��I C (`IIIA N u) C .VIII C MMI O a ++1++r++1++1++ + +7{ +-' +I +7' +I +-'-k7 N +�+++{++++H++ •ri b �n +P+14�' 4�j+P4!j+P+ 0 0 00 4-) a w r n) ro --1 --1cd o ar �Di x � ra p b 14a)xC,�7)xx fx a H�� VLn H N N II II II O N to Ln N H {". O OO O O II U 0 0 0 42 4-J 1J O H m ri a u II II a+)7� b) �� o 5 m �7)xxx� c�' m -�✓ �n �n u� � � �sp__I +o +`' +o +c' +o +`j' +o +`' +o 0 0 0 0 0 0 +o + +o +c' +o + +o + +o � 0 0 0 0 0 0 Ui o rt o 0 0 I o a rr H +o+1 +o +c' +o + +o + +o m ,� c� +�+1+ +�+ +�+ U o cdly o �i ,� o cdyl o n o r 0 0 0 0 0 0 0 0 0 +o + +o +c' +o + +P + +P In In in cl m m m 0 0 0 0 0 0 +o +1 +o +c' +o .+4 +o + +o +P+ +�+�+P + +P 4P +P+ 0 +P+� +"+�+P +1+P+ +P+ N N (' rl rl rl O O O O O O O O 0 0 0 0 0 0 N OI III III III Ili li Ili � I I 'd b 411 a o rd O C4 o a VLn H N N II II II O N to Ln N H {". O OO O O II U 0 0 0 42 4-J 1J O H m ri a u II II a+)7� b) �� o 5 m �7)xxx� O � I I Ui H H U VLn H N N II II II O N to Ln N H {". O OO O O II U 0 0 0 42 4-J 1J O H m ri a u II II a+)7� b) �� o 5 m �7)xxx� 0 O 0 O U 0 O >1 b a ttI 1'7 W N . r-1 0 Q., O >1 .d O C4 n F F +-) O x --1 O H Ln 1x PQ F, +) O � 4-) b) 4-J -ILn ',CMN C4 W H --, O �A (1) Q 3 o �4- 3 �o O 0 x 1+ C � W -H O 104 U N I I r U) o 00 a a > cn ro a � >14-J � U 7� Y ] C O w� wa�M ��A U H (1 O 1x � Q � n� N N H 3 Q Q rd -1 O C 1 � C U co U �-d w z U +- Y N N cn C o w a H (y O +-) O x --1 O H Ln 1x PQ F, +) O � 4-) b) 4-J -ILn ',CMN C4 W �A (1) 3 3 o �4- m �o O 0 x 1+ C � � O +) 104 U N I I r U) o 4-) a a > 75 �)4 C C >14-J � U 7� C m ro H +) a) ��A �A FC� r0 1x � +-) O x --1 O H Ln 1x PQ F, +) O � 4-) b) 4-J -ILn ',CMN C4 W I I o O N ,l' F - Ln U U �I M I� 'j, N co I O �-d o o Ln N N '3' lO 0 0 0 N W Q W M cQ I C) x cox N x QQ xE-d I o Ln FG O -,I' l0 O O O N 0 3 3 o �4- m �o O 0 x 1+ 0 0 1 3 O O O 1 104 U N I I r O P N 4J N N 75 �)4 C C >14-J � +-) ��A �A FC� 0 (1) n� a z z Q I I o O N ,l' F - Ln U U �I M I� 'j, N co I O �-d o o Ln N N '3' lO 0 0 0 N W Q W M cQ I C) x cox N x QQ xE-d I o Ln FG O -,I' l0 O O O N m m m co H N d m H Ln N O G O O N Ln N O O N �,Q N b' 0 3 3 o �4- 3 �o O 1 3 3 x 1+ 0 0 1 3 O O O 1 104 U N I I r P 0-d--1 d C: N I -H p, Q, m+HU)(n m m m co H N d m H Ln N O G O O N Ln N O O N �,Q N b' V U O O O --1 --1 -H OC) N H C-- w H O N O Ln I` �o Ln O O LO r -I 9 :3 N 0 M >1 O F� t` (N ff) a F co O N 0) O m CO to d' ' ' O H Ln N O O —1 O N n N 'x'�y CO Ol m M L9 � it d' r Lf N d' cn • • • O O N QQ N U a� b) trl ro pql O OO - - --1 -H r I 4-) aJ aJ co y �� a� >a)xr_Z7)xx O w —I O l0 C� O l0 H • O OJ b" O —I H O Ln \ LOl� O • — I co . . O [-- . U O —I O �-O —I N a� b) H ro E-1 O O r I + aJ aJ co a� O Ln N H O O co O- l O O d' N 0 0 0 Ln H N O H O M Ln 1-9 -I O O "' O O rl O O • N M • lQ • Ol O O O Ln H M O —I H W 'd s� U 00 0 U -rl --1 -H aJ -W aJO H t (T� 0 -1 0�aJ75 �a)xxxx� W r -I Q W Z O U O U) LL 4 W Lf) LU a W a Z J PI 2 _O O O \O N N (a ro - > L: V � 'Vl � � o LO NI�oI�I�I�I� O a O o IF W o O r— 0 co 0>, J LO 0 O m U N N N IVW co >3: N i Q d V m L t m _ 3 d _ E 2 LU O co o O CN 0 � a ca ca U_ LU CD o 0 Cl) 2 2 C/5 65 J M N J O O O V = J J O LO ui m -i LO co LO 3N J M N N J m Iz J O O O O O M O O L O E U 3 N O U N � U d > U J W G1 U O ;2 tlJ V w �► (� +� V Q E E O fn W Q co X X OI LU C� O N _U >I UC 3 R Cl) w O (.► = N d a 3 d ` i) W W m co m Q i L1 3 — d L c) O N O LO M �t aD LO NI�oI�I�I�I� O O o IF Lc J U co vJ O (0 O E Z co 0>, J O m U Y N co >3: N m L t m � a ca ca Cl) 2 2 C/5 65 O O IF Lc J U LO O (0 O E Z >J "O C J 0>, J O m Lo N co N Lc J U fn Q E J 0' O (0 O E Z >J "O C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U 0Vlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2d0V 3 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 54 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 BOBLEDE10 XXXXX R3 Description: ATB2 80BLEDE10 XXXXX R3 File Name: ATB2 80BLEDEI0XXXXX R3.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 30489 Luminaire Watts: 274 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 240 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ATB2 80BLEDE10 XXXX... -480 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... -240 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... 0 -6 40 90 0 0 ATB2 80BLEDEIO XXXX... 240 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... 480 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... 720 -6 40 90 0 0 Total Number of locations: 6 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc 0 O a 4� 4� 1+c'+�1+�+p+�+p+ Q' "o co � 0-)m W i � l0 f) 0l Q N +P+P+P+c'+P+� 4� 4' + + 4P 4P 4P 47' O l0 N N Ol N m l� N C) �' O [-- rl Ol N ( 6� i �' CCI U7 1) [— co N "-V 'T OM Qo (n 1) �' �o Q co 6l N d' CO `•JIIM 119 '`iIl Y, N t N (h N7 (+) M v -v u) L +P+1+P+�-)+P+1+P+1+P+ 41D 4P 41D 4P +P +IDJ+I)-� Ln 'j,mm mLnm N Ln (N a)xC,�7)xx 5(0 H 5 m m N 0 0 •V a C I)� (N� b 4� +71+�'+N+� +N+�+N+ N r 61 N N 1/J O ff• rl " r CO r d' O N N M m +�+7�+7+ i+7+�4�4� �+ +O+�+O+ +O+ +O+ +O+ +O+ +O+O+O+ +O+ +O+ +O+Oj +O+C)+O+�+O+�+O+ r f'lll- r r r 'o rn m m cm m cm m m m N l In 11 +O+ +O+C)+O+ +O+ +O+ +P+1+P+�-'+P+1+P+1+P+ +O+ +O++0+ •+O+ +O+ N N 61 L() m l0 O rl N N m m m ter} {l O 1 ++++r'++++++ +711+71+�j+NI+N+1+1"T T �+ L-- N (N 00 m IZIm (N U II II II `-' N O O O • -rl -ri -+ O N O l) l) 1-J r—Ia)x�7)xx m 0 O a o -n - - I Ol '�I ICO N N Q' '3'l d' D � r 6) 07 CO r I d' J In I N I (N O M ('7 '3' d' IP IIS In LfI'Ln M Lf7 61 �' CID l0 GU IP � 6l llC) l0 N l0 6) G I +I +I +I +I +I +I +I +I +I + +I +1+1 +1 +1 +I� +1 +1+1 + N 61 M O Jlr, 00 Its M 6) 01 rl M r N CIS o C) rl d' In +O+ +I +I +I +I +I +I +I + O O i d' Ln r f f� r1 lfJ Ol In rl M i Its M \S) CG +M+ +N+ 1 O I Mw G 6l Oft r l9 c r In CO G 0.') Idt�' 6l (�,1' In � +")++0'+M+'+ +M+ +�+ M Ln O M co ,� o M M w I rl N �1 O 6l IXJ If) 0."i M M d' It) O u7 I Ln I ml N M M M rl � Lf7 ri N d' l0 I O N M M N N � +O+ +(I+ 1+7�+�+1+71+71+ RW M 0 a 9 a N W O ro O C4 r to O r N N o r d - +c' +o +o +o +o +o +o +o +o +P r un Ln m rl ('") d' Ln LD lfl LD LD l9 In L +PI +P +PI +P +P +P +P +P +P +` l9 Ol Ol 61 00 N d' r r c o � Lr� 0 00 ,� • +o+4++'+c'++o+�+o o +` +o+ +o+'+c'+� +'(�Ip+�+` (n to a� rn UT N d' M O [� Ln d' 01 M O LI) cJl +O+ +O+�+O+ +O +O +O +C, +O -i Ln w r� l9 C (C Ln IU r 0) N (n Ln m +c'+ +o+'+o+ +71+ +71+ In M d, Lf7 l 00 6i o +o +� +o +o +o +� +o +� +71 +t m N Lf) O r N rl N rn m m� � Ln lfl L +o +� +o +c' +o + +o +� +o O +o +o +o +c' +o +o +o +�o, +o im+` (1�1 c +o + +o +' +o + +p + +o +` P. 00 m N O O O o o +3 4-J +J 14 � � � --Ir -I --I > b bi d x FC U 5(0 H� m m mgxxgxx 0 O a A�•'� 4 W N •ri b d EI Oai N �I ro al b � O b f4 a° d � ododo 4� 4� 1+-)+�1+�+p+�+p+ M M r) M r) M M M 0 0 C0 0 0 P U 0 M -A � " (N r II II II 0 Q0 Q N td m r 00 0 0 0 --1 --1 -H •rl O N O l) l) 1J IM w(1�rr � t+�-]-H--1 b>��ft(0 EFCXX9XX IM '' 1 0 O a Lily l [ 6 O r N N � O d O O ri rl rl rl rl +O+�+O+C'+O+�+O+�+O+ r Ol O N 'zl' u) r �D Ln +O++O+C)+O++O++O+ O O O O G O G O O + + + + + + + + + + 1) co c� N rl �rlpl �I �i rl N N N rl +O+ +O+'+O+ +O+ +O+ rl r1 �i ri N rl +O+ +O+O+O+ +O+ +O+ O O �i rl rl +O o) c r ' 0 0 0 0 0 0 0 0 0' +G+�+G+c'+G+�+G+1+G+ M M M O 0 0 0 0 0 +O+�+O+C)+O+ +O+ +O+ N N N N M M t O COIF +G+ +G+G+G+1+G+1+G+ N N N N M M M T 0 0 0 0 0 o r +P+ 4P +'4P +o+ +o+ o o 0 0 o c o N I N N N O O O O O O O O O +O+�+O+C'+O+�+O+�+O+ N N M M M M M M t O +G+ +G+P+G+ +G+ J +G+ M un z) 0 0 0 0 0 0 R b' H U Ln I'- +) N • N rl Ucc N (N (1) G) II II II o N to 00 N H O N OO O O 11 U .� --1 -r1 -H rl 0 0 C-) 4) 4-) O H o (0 d -r1 a u II II a �� b) n)f2� o 5 m �7)xxx� >FCFC H r- d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 54 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers4 t3cl54O-120-277v tcm201- Description: ERS4 T3C1540 -120-277V File Name: ers4 t3cl540-120-277v_tcm201-95633.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 25400 Luminaire Watts: 274 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.98225 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 240 Label X-Coord Y-Coord Z-Coord Orient ers4 t3c1540-120-27... 720 -6 40 90 ers4 480 -6 40 90 _t3c1540-120-27... ers4 240 -6 40 90 _t3c1540-120-27... ers4 0 -6 40 90 _t3c1540-120-27... ers4 t3c1540-120-27... -240 -6 40 90 ers4 t3cl540-120-27... -480 -6 40 90 Total Number of locations: 6 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc. Tilt Spin N 0 O a lL5 61 m 5 +O+�+O+G'+0+�+�+ +�+ Q' Ol N CY) Ol N N rl rl t +O+ +O+G'+O+ •+�+ +�+ ,T' l0 CT) 0.'i O N , +P+P+P+G'+P 4P 4� 4' + + f Ln 61 O (yJ � l Ln m Ln co O +O+ +O+ )+0+ +�+�+�+ N 6t �O Lt) N N m r -- 4P �+O+j +O+G'+O+ +O+,I+O+ co u) Na f— of C co N CMI C d' I— CO co I +O+ +O+ l0 i +O+QI +O+C'+O+�+O+�I +O+ � �JIIY +P+1+P+�-)+P+1+P+1+P+ N m m m m M r m d' d� U) d• v� d� d' d' N N Ln Ln m m b' N�-� a)xC,�7)xx 5(0 H 5 m m N 0 O a � � w in t � cit m �-Io) � a) � d) N co M -i CO ��r{yy,Il �' Cl O CO rl M N N r{i r -I � +P+'�4747d 47+ 4+ 4+ �+ 4P 4P '+P+`j'+o+`j'+P+ +o+ +o+ OM m M +O I II +O +G) 41:) +O+Q+O+ � M m 1 WII1 C rIIIT c� N m cm m M N N N +o+ +�' 4 - 4+ + +o+ +o+ co M m M M M M N N N i +P+�+P+�-'+P+1+P+1+P+ f� m CO 6) l0 rl M t VO m IP H C O I W O H m N N N r�}I{l H rn o� +rl+rl+N+(V +N+�+M+M+M+ I I I rd N 0 O a i M N r- i O m In �i rl Q' � CO r � rl � M rl 61 rl 00 r1 � N 5Cl mm Cl N m a) N m M n Ln In o m r� M� m � +I +I +I +I +I +1+' +4+' + m O r O co c o M c (N N r1 N O� i r -I N r CO d' CO m N o m 1) r �o 6l M m L I O uN� Mr r lO�1 rl rO{i l9 +M+ 4�n 4M+ +N+ +O+ �9 CO �f) M M 61 l9 m �o o Nr +m+�+�+ri+�+1+71+1 O +�+ M rl co .o ao M >1 I- 4Jco .r, �M A II H U) r -I r -I N 9 a N W O ro O C4 d d (f1 (fn (n (17 (n (n (n n +o +o +o +o +o +o +o +o +o +o x � d � Ln� rn M d' Lc of x cc oc W W +o +o +o +o +o +o +o +o +o +` o r) c cl 11 rnco � O O 1N rl rl Lc) ID (n lD �i lfi Ol N M ccdJJyy� (n f�� Co cc6JJyy1� o c�WIry N O a) (� Ltd Ltd �o of O c +O +OI +O +O +O +�c)I ++(�I +O +( of N (M C d' (n ID 00 (m 6- +G + +O +O +G +1 +O + +G +( lD O f ui rl rl +o +G + +G + +G +( N M r) +o +� +o +c) +o + +o +� +o +` NM M N M O' +o +o +o +c) +o +o +o +o +o +` N m C) m M m r�1 (") +G +� +G +C) +G +� +G +� +'D'+` cr-) r- (n Mw (n N M P. M M l0 0 N N O O O a --1 -1 H C o +3 4-J +J bi d x U 5 X C,�7) X X N r -I N 0 O a I A�•'� 4 W � N •ri b d EI 4") 5 Oai N �I ro al cd O b C4 a° G d G o G d G d o +o+�+P+-'+P+�+o+�+o+ N O CO I-- l0 H O O O O O +G+ +G+C)+G+ +G+ +G+ O O O G + + + + +O +O +O +O +O + N �NIp N -1 ri rl O O +O+ +O+'+O+ +O+ +O+ OJ l0 C O �f) 61 if7 N � O d: cn r{I N I 1 +O+�+O+C' lf) l0 m W l0 W C) I O I 117 Q' fn M M f +o+ +P+-'+P++o+ +o+ 0, a, rn o C) r- +G+�+G47d 4P +G+�+G+ t` N N l0 l0 CO Cbl +"rl �1 O rO{I 6l CO lr I +G+ + 1+7++O+1+O+ +71+SII +71+r1+rl+1+1+ I +rl � L(Illp m rn in o ,� I �r o N o rn N O1 (V O rl O +�+ + •+N+� +N+ m +o+�++ 1 P \ Ln b Ln U II II II (d l—N 0 0 0 O 0 --1 -ri -H •rl O N O 42 1J 1J M r -I w(1�rr � t+�-]-H--i M r -I N 0 O a d C)J��MMM,T, +�-'+�+C)+C'+C'+�+G+�+p+ v U-) � a) O C) O 0) C) O C) C) +G+ +G+C)+G+ +G+ +P+ O CIS O G rl rl rl � O O O O O O G O O + + I + + + + + + I + + O dd O �1 rl rl rl rll rl � +O+�+O+ '+O+ +O+ +O+ LO r -I C) C Ln cn N O O rl ri rl rl rl � +O+Oj +O+C'+O+� +O+I +O+ f� UJ�1 O O rl 00 C f� � O COI) rl -i rl rl O O O +(D +O+ l0 OJ 61 CG t` l9 Lf) L() +O+ +O+C'+O++O++O+ C) 0 0 0 0 0 +O+�+O+C)+O+ +O++O+ O CGI +G+ +G+G+G+1+G+1+G+ r) m m r) m m N r O O G C) G O G O O� rl rl N N N N N +G+ +G+C'+G+ +G+ +G+ (N C) lfJ l0 i 0 0 0 0 0 0 +G+C'+G+�+G+�+�+ VH (N N G) o N to �-o LO - o—� 00 0 0 u 0 0 0 0 4-) 4-) O H a u ii a a �� b) �� o 5 m �7)xxx� �FCFC H b' Ui H H Ln 4-JU Ln • 41 r, VH (N N G) o N to �-o LO - o—� 00 0 0 u 0 0 0 0 4-) 4-) O H a u ii a a �� b) �� o 5 m �7)xxx� �FCFC H 0 O 0 O U 0 O >1 b a ttI 1'7 W N . r-1 0 Q., O >1 .d O C4 n F F +-) O x --1 O rl Ln M N C4 0. F, +) O � 4-) is 4-J —ILn ',CMN C4 W H --, O �A (1) Q 3 o �4- 3 �o O 0 x 1+ C � W —I O 104 U N I I r U) o 00 a a > cn ro a � >14-J � U 7� Y ] C O w� wa�M �-d �A �A FC� CD 1x � o'er -- Q Q 5 U O Q � N N H 3 Q rd -A O C 1 � C U co U �-d a z U +) Y N N cn C o F W W N M - w a H — (:i O +-) O x --1 O rl Ln M N C4 0. F, +) O � 4-) is 4-J —ILn ',CMN C4 W �A (1) 3 3 o �4- m �o O 0 x 1+ C � � O +) 104 U N I I r U) o 4-) a a > 75 �)4 C C >14-J � U 7� C m ro H +) a) �-d �A �A FC� r0 1x � +-) O x --1 O rl Ln M N C4 0. F, +) O � 4-) is 4-J —ILn ',CMN C4 W I I o O N ,l' F - In U U �I M +- I� 'j, N co I O S -d o o "T N N '3' lO 0 0 0 N W Q W M cQ I C) x cox N x QQ x I o FG O -,I' l0 O O O N 0 3 3 o �4- m �o O 0 x 1+ 0 0 1 3 O O O 1 104 U N I I r O P N 4J N N 75 �)4 C C >14-J � +-) �5: r �-d �A �A FC� o'er -- Q Q 5 U arz0(1)zzQn� I I o O N ,l' F - In U U �I M +- I� 'j, N co I O S -d o o "T N N '3' lO 0 0 0 N W Q W M cQ I C) x cox N x QQ x I o FG O -,I' l0 O O O N M M Ln N N Lp QQ N N Ln M M O— l O N 1' —I c0 N m �+ m co w w N M Ln M O O N ui N b' 0 3 3 o �4- 3 �o O 1 3 3 x 1+ 0 0 1 3 O O O 1 104 U N I I r P 0-d--1 d C: N I -H p, Q, m+HU)(n M M Ln N N Lp QQ N N Ln M M O— l O N 1' —I c0 N m �+ m co w w N M Ln M O O N ui N b' V U O O O --1 --1 -H LO r -I 9 a F f— N y N CC) M m N (n (n w N (''1 Ln '-Q N N �' t` M O —1 O N d' —I Tl9 OJ M N cam') lD d' d cn —I O O N Ln N U a� b) trl ro pql O OO - - --1 -H r I 4-) aJ aJ co y �� a� >a)xr_�xx � �gxxgxx O L� 6l N Ln L— N O Ln bl ID I O N O M —I N b" O p��D �-oNO'+ OJ M O • m L-- d cn —I U O N O d' —I N a� b) H ro E-1 O O r I + aJ aJ co a� O ,A l0 Ln H O O —I O rl O O Ln N n 0 0 0 w H N O H O t` w N� O O Ln N "T O N O O • I-- ['n . N . 6 0 0 0 M N N O —I H W W r -I Q W z O U O U) LL 4 W Lf) LU a W a z J PI 2 _O O O \O N N (a ro - > L: V � � o co LJJ W Q Q IL z C9 W 0 LO NI�oI�I�I�I� O a O o It Ew W O O CO co 0>, J LO N o m U r N N �> W M >3: N i Q d V m L t m _ ;v 3 (D = E 2 > LU o o 0 � a ca ca U_ LU C) o 0 Cl) 2 2 C/5 65 J M M N O O O J = E J J O N co co E -i L LO O cr) E O J MIz N N J m J O O co O r - Q0 O o J U d > U J W G) U O ;2 tlJ V w �► (� +� V E EN O fn W Q X X CD C� O _U >I UC 3 R � w O (.► = N d a 3 d ` i) W W M co CO Q i L1 3 3 d L c) O N O LO M �t aD co LJJ W Q Q IL z C9 W 0 LO NI�oI�I�I�I� O O o It Lc J U co vJ O (0 E z co 0>, J o m U Y N M >3: N m L t m � a ca ca Cl) 2 2 C/5 65 O O It Lc J U LO O (0 E z >J C J 0>, J o m L N M N Lc J U fn Q E J 0' O (0 E z >J C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U 0Vlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyvu04 24013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 54 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 BOBLEDE10 XXXXX R3 Description: ATB2 80BLEDE10 XXXXX R3 File Name: ATB2 80BLEDEI0XXXXX R3.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 30489 Luminaire Watts: 274 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 225 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ATB2 80BLEDE10 XXXX... 900 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... 675 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... 450 -6 40 90 0 0 ATB2 80BLEDEIO XXXX... 225 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... 0 -6 40 90 0 0 ATB2 80BLEDE10 XXXX... -225 -6 40 90 0 0 ATB2 80BLEDEIO XXXX... -450 -6 40 90 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft Total Number of locations: 7 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. 0 O a ��q �(DdIq.ap19)s M d' \9 f- r- P- P- W r- , 45�) + +� +c' +� + +� + +P+14�--4�-+P++7'+�+�+ o c +O + +O +C' +O +A +Fl + +� I CD 6l O O C l9 d' c in �o r- Qo +71 C �n ll N N +71 M gid' N � +o +1 +o +o + +71 � Ol d' O rl lD c M M +O + +O +C' +O +`-'jy +O + +O +` +OI+O+O+O+1+oI+O+( +P+ +o +� +N + 4o+ +P+` +o +1 +o +c, +o +1 +o +1 +o +c O f d' W m [ l 11) O, Ln +O + +O +C' +O + +O + +O +` Ln N Ln —I 00 N N ;�, (N a)xC,�7)xx a9XX9XX m 0 O a 10 M Iq N lG LP __-G co C, I o +� + +� +tel +N + +N + +N C\J +� +VII' O r -N N �l M M] M O C In +O+ +O+�+O+ +O+ +O+ O O O O 61 O l Ln Ln Ln +O +C + 1� +O +O +O+1 +O +CSI +O +( Ln +o +c' +c' +o +o +o +o + LC) M M 1 C +O +1 +O +O +O + +O + +O +C 4P+ `'f' +O +O +O + 4P -P +O+C lD �) Q0 �flII �II M +O +C +O +O +O + +O +Cp +O +( +p +� +o +5� + +� +o +� +p +` 4711 471 +71 471 N a) N N Ln O Ln C CO C +�+ +�+ {+F+ +�'+ +�+ Ln��:� o I I �- m M l— N r-Ia)x�7)xx RW II II II `� O mO O O --1 --1 -+ N N O 4-) a--) 1-J r-Ia)x�7)xx RW 0 O a oo s>�i Ln o of N r d ( M d' d' d' � d' + +' +� +7 + a) Ln l9 d' l0 Cb r -I d' M N N U) l0 fD lD M � d' d' +1 d' � d' +1 +1II +1 +1 +1 +1II +1 + +I + rl rl t_f) r O M M M d' d' d' d' Ln N Ln d' dh 6l 6j r C, N CIS N [� N l� N � O d' l9 lD N M d' d' Ln Ln L r o a) c o rl N N M (� Ln Ln +I +I +I +I +I +I +I ++I + rih N N Crv' ITh 61 d' +O+I +I +I +I +I +I +I +I + +N +N 4" f+� +' +' + C -V N M OJ N d' Ln M r -I SII N +� + +- liJ Ol lf) Ln W d' � O O p 4F'+ +� +6i +� +� +" +c +N +C M O r rl rl O r Gl Ln M {+�+ + +�+ rn M M rl � O O rl r1 N ri rl O 00 Ln Ln a) co Ln oo O co rl N d' NLn O ( +1O + +°o +a) +co +c +r + +1D + m 1 o o o Ln 9 a N 1-0 ri N M M -- m l9 N � � Ln Ln Ln Ln Ln a' a' �' +o+o+o+o+o+o+o+o+o+o r- l0 M Ln l0 Ln 'j, N � 0 Ln 1-0 l0 l0 l0 l0 Lf) Lf o rn rn n r CD Ln Ln �lrn M � r cc o0 0c) r ,� Ln Lr) of 1D 41 � Ln � r 00 dI o ,I� o QC c C) l0 IXJ M m m o Ln l0 r- Ol N M c +�+ Ln LfL7 l9 r) Ol {I{ �' {I{ LO 0 Ln l0 f OJ l'M l0 +�+ •+�+CJ+�+ •+�+ •+�+ Ln lSJ 61 M - (I O M CO Ln r- N rll CO C Ln r o0 Q'l O o +CJ+O+�+O Ln 6l -i Cl) C, v Ln Ln l0 Lt +O+C +O+O+O+C +0+1�•+O+C 4 O� c +O III +O+O+O+1+O+�I +O+C cc N Ln l0 M C M +O+ +Cl+C)+0+ +p +Cl+C P V U LnLn� -o ri—I 00 N Id NDN �i •rl II II II 0M m� m m m m M O-1 0 0 0 Cl 0 0 0 0 0 c +o + +o+c' +o +1 +0 +� +o +c 0 0 d' d' d�' 0 00 oc +p + +D +� +� + +p + O O o G O O rl rl �{ ri rl O +P+ +P+C�+p+ +p+ +p+ OC1 N N N G`] NI +S:!'+] +O +O +O +� +O + +O +( un N o m m L M U) Ln 1 d' M C +O + +o +C; +o + +O + +o +c N �I m a) f� m I� lD 6l L 6l 6TL O� a) O� W I'F + +o +o +' + +o +o +o +o +c lSJ l4Q lf� Ln l� M rry o r N N N N N N N rl O liJ O O NOl C Ol C 4F'+ +� + { +� +OjI� +7 + +7-P � O� Ol 6i Q1 �p l�ryI T �I�ry Ol � m rl N N N m C + +N + + M O \O 03 N N � 03 +1 m � +� + +� +{ +F, + + + P U II II II td m m 00 0 0 0 --1 --1 -H •rl O N O 42 1J 1J t` 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--1 ba)X�7)XX t` 0 O a of � N r L O O r —i +o + +o +P + +o +� +o +` +O +� +O +O +O +� +O +� +O +` rl rl ri rl N ri r +O + +O +C' +O + +O + +O +C' +O Ln 1-0 r- m rn m c 0 0 0 0 0 o c + +o + +o +` 0 0 0 0 0 o c +o +c' +c' +o +o +o +o +` C, O O O O O O O O O c +O + +O +O +O + +O +N +O +` N N N M M C M O O O O O O C +O 4P +C' +O + +O +P +` O o O C, C) OO O +O I +O +O +O +1 +O I +O +( N N N N M M M f +p + +O +5� +O + +O +� +p +` O O O O O O c +o +q� +o +c, +o 41 4o +c 0 0 0 0 0 o c 0-, 01 co R II b' H U Ln O VN m II II II o N to 00 N N O N O O O O 11 U 0 0 0 42 4-J 1J O H co (0 m ri a u II II a �� b) �� o 5 m �7)xxx� �FCFC H .• d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: One Row, Near Side; IRNS Roadway Width: 54 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers4 t3cl54O-120-277v tcm201- Description: ERS4 T3C1540 -120-277V File Name: ers4 t3cl540-120-277v_tcm201-95633.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 25400 Luminaire Watts: 274 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.98225 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 225 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers4 t3c1540-120-27... 900 -6 40 90 0 0 ers4 675 -6 40 90 0 0 _t3c1540-120-27... ers4 450 -6 40 90 0 0 _t3c1540-120-27... ers4 225 -6 40 90 0 0 _t3c1540-120-27... ers4 t3c1540-120-27... 0 -6 40 90 0 0 ers4 t3c1540-120-27... -225 -6 40 90 0 0 ers4 t3c1540-120-27... -450 -6 40 90 0 0 9 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 2 - Cont. Luminaire Location Summary: Coordinates in ft Total Number of locations: 7 10 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. N 0 O a Lty d' � of l0 un M Ol Lq�� d' Qo co 61 Ol O rl �rII rl +O + +O +C' +O + +� + +� -v r- �' � t` +O+ +O+O+O+ +7+ +7�+ d' Ln N m Ln r d' lD cl ri M lO f lO i +O + +O +C' +O + +7' + +� m d' tr) l0 [ W 6�i O In m c crl Ln o� rn rn c +o + +o +o +o + +o +` I +o +` o +o +o +o +o +o +o +o +o +o +c N Lf� N N M d' d' Ln lL] In ISI t` l +O + +O +O +O + +O +N +O +` +O+` -'A' +O +C' +O +` + +O + +O N O f N rl Lf) l0 d' Lt) lD c +O + +O +O +O +� +O + +O +` d' d' Ln t_f) Ln L(j Ln d' d' Ln N N C(D Ln W rl O bl M Ln m (DO wl N;�, -� U) II II II \ l- d' 00 N N O O O U --1 -ri -+ � o o 4-J J r -I r -I a�XX9XX r -I r -I N +7' +''1' +� +N +'' + +N -P +N 41 +C'1+ -'47'47'j 41+�+ +O+ +O+�+O+ +O+ +O+ +O +O +O +Q +O +� +O +( M N MI C 1) Cr) f✓7 M +O +CIO M M M m N N +P +P +P +P +c w � c M �M ff) M M M N N N +O +1 +O +O +O + +O +� +O +C M A M M M N c +P + +P +c' +P + +P +`_7 +P +` l9 O m N G L +P + +'� +5�) + +(� + +P +c 6l �' � r] f O � m O C of �{ rn o o c +gyp +� +N +F' + +N + +N N r -I N � N rrrddd o� LLL�� rn co q N M. c M •+I++I + ddI +S +7 + of rl N l9 In d' M r LP Ln N a) Gl Ln r 1 N L -J Ln L +I +I +I +I +I +I +I + +I + Ln M r Lrp o �o c rl N M d' d' Ln Ln � lD M dh o� N cc Lf1 d� rr M N f L Cl N M M 1 1 M N • O rl N d' �(J +O+�+I +I +I +I +I +I +I + lt) Qo r„rih N fvlA, O C +�++o+ + + + + + + o Ln a) o o M c N M C +I+I +1 +1 + (N a) N (� � d' � a) Ln L� C ri C LfJ �9 O rl M • O +' + +� +d, +" +N +7' + + +( of �C M ( +r + +9) +9) +' + +r + +� + +o�+1 +1 +7 +7+�o of o") co d' l0 d' 6l r M d' \O M l0W M L +� + +� +6i +c + +� + +M +` M r -I N 9 a ,-1 co No) I --m r1 O 'T Ln u-) �-o Ln Ln l9 m M l9 .1j, P- OO r1 lC C Ln r co co o0 oo m oc o +o+o+o+o+o+o+o+o+o+r l9 O O r -I N N N C l� 00 N O ('� M ,V l9 (YJ W CIS C) Ol rl lD M C O N +�+ 6) M1 LC) �o ['1� 6? cls O C +O+cy+O+O+O +CJJ+O+ +r1+C N Ell l9 M OJ M M OJ C LC) W 6l o M L() l 00 61 O r- a' N O S Cl) H N 1� W C +O+ +O+CJ+O+ +o+ +o+C L M l� V +O+ +O+CJ+O+�+O+�+O+C N MPJ M Lr) +p +p +O+O+O+ +O+C +O+C +O+�+O+CJm LO P V U dl NMN U Ln Ln (Do b •rl II II II ��1-- N N O O O o o +3 4-J +J bi d x U 5 X C,�7) X X rl O O O O O O O O +C + +C +C +C +` +C + NI N lD M Ol d' CO Ln MI N r M M N N +O+ +O+�+O+ +O+ +O+ +C +� +C +C +C +� +C + +C +( m m C LO LO l9 u� M M N +C + +C +C +C + +C +q +C +( +C +C +C +C -ts m rn C{ w w r off' rn C) m m +C+ +P+ {+C'+ +P+�+�4� oo 4P+ +�+ { +�+ 4P -P +O -t� O Ln 4 M d N 6 O M d' M �NIIry N Iry 61 +N +� +� + { +� + +� + +O +� l0 M d' N M rl Ln m O N N OHHc +� + +� +\l +N + +N J. +N L co o� P b 0-) Q0 N l— N U II II II N0 (Y) td cm (Y) 00 0 0 0 --1 --1 -+ •rl O N O 42 1J 1J Ln r -I 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--i ba)X�7)XX Ln r -I N O o C) 0 O O c rl r1 ri +G + +G +G +G + +G +,`,IVB +C' +1 +o +O +O +1 +G +C� +G +c w O - 1) � C) rl �{ ri rl ri +O + +O +C' +O + +O + +O O O O 4L O G OrY{h, O O +o +o +o +o +o +o +o +G +o +c 0 0 0 0 0 0 0 0 o c +o + +o +o +o + +o +� +o +c 0 0 0 0 0 o c +o + +o +c' +o + +o + +o +` CM) o 0 0 o o c N N N N N N O O O O O O +O + +O +C' +O + +O + +O +` N �) L Ln l l lD O O O O O O c +G + +p +�-' +':' + +p + +p +` O Cp O O O O O c r� � I I b' Ui H H Ln L 4-J N � N II II II o N fd l— LO N �A {". O H OO O O II U .� --1 --1 -H rl 0 0 0 42 4-J 1J O H m ri a u II II a �� b) �� o 5 m �7)xxx� �FCFC H W r -I 0 O 0 O U 0 O >1 b a ((I 1'7 W N . r-1 0 Q., O >1 .d O C4 n F F +-) O x --1 O rl Ln C4 0. F, +) O � 4-) �7) 4-J -I Ln C4 W H --, O �A (1) Q 3 o �4- 3 �o O 0 x 1+ C � W -1 O 104 U N I I r U) o 00 a a > cn ro a � >14-J � U 7� Y ] C O w� wa�M ��A U H A CD 1x � O Q � arz0(1)zzQn� Q rd -A O C 1 � C U co U �-d a z U +- Y N N cn C o F W W N M - w a H — (:i O +-) O x --1 O rl Ln C4 0. F, +) O � 4-) �7) 4-J -I Ln C4 W �A (1) 3 3 o �4- m �o O 0 x 1+ C � � O +) 104 U N I I r U) o 4-) a a > 75 �)4 C C >14-J � U 7� C m ro H +) a) ��A �A FC� r0 1x � +-) O x --1 O rl Ln C4 0. F, +) O � 4-) �7) 4-J -I Ln C4 W I I o O N ,l' F - Ln U U �I M +- I� 'j, N co I Ln �-d O O N N N '3' lO 0 0 0 N W Q W M cQ I C) x cox N x a xLn Io N FG O -,I' l0 O O O N 0 3 3 o �4- m �o O 0 x 1+ 0 0 1 3 O O O 1 104 U N I I r O P N 4J N N 75 �)4 C C >14-J � +-) ��A �A FC� arz0(1)zzQn� I I o O N ,l' F - Ln U U �I M +- I� 'j, N co I Ln �-d O O N N N '3' lO 0 0 0 N W Q W M cQ I C) x cox N x a xLn Io N FG O -,I' l0 O O O N QQ (N N M dCC) O -1 O N d M d' "T U-) N Lr) 1- lD M -I CC) N O O N V N b' 0 3 3 o �4- 3 �o O 1 3 3 x 1+ 0 0 1 3 O O O 1 104 U N I I r P 0-d--1 d C: N I -H p, Q, m+HU)(n QQ (N N M dCC) O -1 O N d M d' "T U-) N Lr) 1- lD M -I CC) N O O N V N b' V U O O O --1 --1 -H �D N m O N -A -I M O 0 O �I M N O G O U O N S -I b 0 O U 0 O b a tt� 1'7 W N . r-1 0 .r-1 P., O >1 b 'd a N :jLn it r— 9 n tb N 0 co 0) in O N (N Ln O l0 U a� al a F mO Q0 N � m [— N 00 m N '-Q N N O —1 O N d 'y m Ln Ln Ln L9 it r— 9 n tb N O O N (N U a� al pql O O O +) +-) + y ��ZT •rl i -I -rl -ri � � � cn I -- CN O M Cn QO O� 1' O CJ O N O N L-- N M O �M M o • • �-o O m - U o N O m [-- N a� b) H ro HI 000 -H --1 --1 +-) -P +J a� m x n -)x x M P- Ln N O O d' N v O- l O Ln Ln - I N 0 0 0 m f— N O H O G1 c0 N N O O Ln M O N O O -� M • . . H . CO 0 0 0� H N O H H W Q W Z O U O U) LL 4 W CD LU a W a Z J PI 2 O O O \O N N (a ro - > L: v NI�oIbINI�I� a Cfl o N E co vJ C3 A (0 O E Z M� 0>, J O LO LU O Y Ln (n LO r LU m L t L Q CU � m _ 3 d cu E 2 LU o O 0 U_ �� Cl) 2 2 LO 65 =O LU o 0 J co M 00 (N J O O O (�) = J J 0') C� ) O L6 -i LO N ti .3 J M N N Iz J > J Co O I� O O O 0 N 0 O J U U d > U W J d U O o V 3 0 W _ = U V = O V = U) a E W Q 3 3 _ �# O L- = c) Xi X X X OI W WLO m t NI m ~ Q O i L1 3 R 3 = �# m L = v E N O r O M �I M aD NI�oIbINI�I� Cfl o N Lc J a) U co vJ C3 A (0 O E Z M� 0>, J O LO `W^ 7 Y (n LO r m L t m Cl) 2 2 C/5 65 Cfl N Lc J a) U fn E Q E J 0' C3 A (0 O E Z >J "O C J 0>, J O LO CO (0 LO r Lc J a) U fn E Q E J 0' C3 A (0 O E Z >J "O C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U 0Vlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2d0V 3 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 64 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 40BLEDE10 XXXXX R2 Description: ATB2 40BLEDE10 XXXXX R2 File Name: ATB2 40BLEDEI0XXXXX R2.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 15685 Luminaire Watts: 138 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 290 Spacing - Row 2: 290 Label X-Coord Y-Coord Z-Coord Orient Tilt _0 Spin ATB2 40BLEDE10 XXXX... -290 -6 40 90 0 ATB2 40BLEDE10 XXXX... 0 -6 40 90 0 0 ATB2 40BLEDEIO XXXX... 290 -6 40 90 0 0 ATB2 40BLEDE10 XXXX... 580 -6 40 90 0 0 ATB2 40BLEDE10 XXXX... 870 -6 40 90 0 0 ATB2 40BLEDEIO XXXX... -290 70 40 270 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft ATB2 40BLEDE10 XXXX... 0 70 40 270 0 0 ATB2 40BLEDE10 XXXX... 290 70 40 270 0 0 ATB2 40BLEDE10 XXXX... 580 70 40 270 0 0 ATB2 40BLEDEIO XXXX... 870 70 40 270 0 0 Total Number of locations: 10 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. M 0 O b a ani N RI O ro b O C4 dl U b �I O 'U ro 0 a ++ +p +p + + +p + + +� +�+j++ +p+j+p+]+p +p +1 +p +1 + N M -+ a)xC,�7)xx a9XX9XX m +p4-1 +p + +p +� +p +� +p +p+�+p+ +p+ +p+ +p 4y' + +" + +p + +p + + +y+ ++p +� +j +� +q +Pj +p + +� o o+o +p +1 + +p +p� +14p +1 +p +p+ 4p +p+ +"+1+P ++ +p +p + + +p + + +� +�+j++ +p+j+p+]+p +p +1 +p +1 + N M -+ a)xC,�7)xx a9XX9XX m 0 0 •V a II II II +� +� �-' co O N O O O -rl -rl -+ O N O42 1J 1J +� + +� +P +C+�+ + +C+�+C + M +C N N +C + +C +p +p N +p r +p+ N +"+-+p+1+p+ rvl N M + ++ +C +p +C +1 +C +1 +C +9+1++++1+++ +� +� + +-' +1 +� +� +' +1 +- +1 +� I I N O Ln M 00 N �a)x�7)xx RW II II II `U Lo �-' co O N O O O -rl -rl -+ O N O42 1J 1J �a)x�7)xx RW M 0 O b a ani N O ro b O C4 ao N >1 4 -)co .r, rl M A II O � H Ln tP tP tP +" +P +P +P tP +P + tP tP tP +" t" t" +P +P +P M O O M A O 1p lD r r l9 M lD + t +02, tC t0 t t0 t t0 � MII r M r f�Il M ILII M 4P41 4P 4c.4P 4� tP 4� tP m m r �o r rn +P + +P +c'+� + +P + +P rl N C Q O c9 o rn cc r ao +'�+ +"+c+"+ +"+ +'' 4-' 4-' 47' 4c t" tc' +o +" I'III +,' rl JNJ rl 6' 61 6l 6l rJ`l N i rn 61 61 IXi r CO (y0{I O tP t tP tC t" t tP t t� 4" 4" 4" +P 4" 4"111 +" +Pl��ll 40 4" +1 4" 4C4" +1 +" +1 40 N O r r r O M l0 l9 M M M lD lD O�Q��M +O + +O +O +O + +O + +O 4o t� 40 40 4o t� 4o t� 40 in rn co o m 111 m m 4o tto tcto t1 to t1 to �I r PD 4J >I U1 NI I 'd 04 O o A4 a P 0M 0 0 •V a W N W O ro O C4 9 4J m EI ri y dl a� N rl �I ril 4J 0 ra Id 0 a +�+1+ + +N+1+N+1+ P LnLn N � N Ln N U II II II (d m N OO O O 0 --1 --1 -+ •rl O N O 42 1J 1J +p4-1 +p + +p +� +p +� +p 4p 4p+ +p+�+p+�+p w(1�rr � tp �-] 4�' +'+^+++++ ba)X�7)XX 4�� + +� +� +p + +p N N ryfJ N � N 41 +~ +1 N 4y' +r' +1 N +r' 47'• + + • +N +�+1+ + +N+1+N+1+ P LnLn N � N Ln N U II II II (d m N OO O O 0 --1 --1 -+ •rl O N O 42 1J 1J r- w(1�rr � tp �-] -+ --1 ba)X�7)XX r- .• N N N N N N N N N N N N 4p 4p +p+� N N N +� +p + n +N +� +N + +p + N +p + +p + >1 •V +9 +1+0+1j +� I +� + +� + +p + +p + +p + cc O ? ? N I I �ri d{I +.+ + +. +.+ +.+ +'+ H +p +`� +p +� +p + U Ln N 0 --- Q •rl --�'� U O N (d N (1) � [�' �I N O O O O II U 0 0 C-) l) 4-J 1J O H co (0a+ l II II 7� 0��-1-l��'d a � O b - - --a � �axC,�7)xxx� C40 I I I I I � � � H d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 64 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers3 m3cl54O-120-277v tcm201- Description: ERS3 M3C1540 -120-277V File Name: ers3 m3c1540-120-277v_tcm201-95482.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 18100 Luminaire Watts: 196 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 12.98225 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 290 Spacing - Row 2: 290 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers3 870 -6 40 90 0 0 _m3c1540-120-27... ers3 580 -6 40 90 0 0 _m3c1540-120-27... ers3 290 -6 40 90 0 0 _m3c1540-120-27... ers3 m3c1540-120-27... 0 -6 40 90 0 0 ers3 m3c1540-120-27... -290 -6 40 90 0 0 ers3 m3c1540-120-27... 870 70 40 270 0 0 9 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 2 - Cont. Luminaire Location Summary: Coordinates in ft ers3 m3c1540-120-27... 580 70 40 270 0 0 ers3 m3c1540-120-27... 290 70 40 270 0 0 ers3 0 70 40 270 0 0 _m3c1540-120-27... ers3 m3c1540-120-27... -290 70 40 270 0 0 Total Number of locations: 10 10 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. N a� U �i ro a� �I 0 ra Id 0 a ++1++++1++1+ 0) 1- m t-- Q0 o N Ln N U) u u ii �r'T m N O O O v --1 --1 -+ --o�o�4-J J +G + ++ + +7' +� +� + +� + + + +� a>(-1�ftm r4 z4XX 9 XX +� +ol + +� +ol +p - op +P +� +� +� + +p +� +p +� +p +p +� +p + +p +� +p +� +p N +o � +o + : o o o. m +p +` +p + +p + +p + +p ++1++++1++1+ 0) 1- m t-- Q0 o N Ln N U) u u ii �r'T m N O O O v --1 --1 -+ --o�o�4-J J r -I r -I a>(-1�ftm r4 z4XX 9 XX r -I r -I N 4..1 0 0 •V a I— mC� U II II II M L �-o o - 0 0 0 -1 --1 -+ 41 1�0-P+J-0 HaxC,�7)xx 5 H 5 m m Hgxxgxx N r -I +'+1+"'+ +a+1+"1+ 4y' + + + -F' +� +' + +N +� + + +� +- +� rill N �\IJ N N N N +P +] +o + +p +� +p +� +p N N N N N N N I N ryry�j N N +p + +• + +N + +N +1 M +P J +1 J +�+j4'+ +�+j+'+j+� -- I I I I— mC� U II II II M L �-o o - 0 0 0 -1 --1 -+ 41 1�0-P+J-0 HaxC,�7)xx 5 H 5 m m Hgxxgxx N r -I N 4..1 0 O b a W N O b .o b O C4 y a� a� >I HI 0 .a Id 0 a M r -I P LO 'T : N O O O a�o�� o b) x ba)XC,�7'XX L� CO 61 O O 61 Cb O m Q Q M N O l9 61 rl +5 +� N Lfm N (� (") (") +-' + +7' +1 N N N +� +1 N rl +71 N N IN lLCO CO l9 N N +O + +-' + +-' bl rl C rl O O +O +O +O +c,+5 +51111+5 +5 +o +o +� +o +c+o + +o + +o +o +5 +o -P+5 +5 +o +5 +5 +O +G61111 {+O N -1C 4P + C � +O +1 O +O bl N +5 + rl +5 +5 +5 + +5 + +5 +5 + +5 +5 +5 + +5 + +5 O N N m N N rvj � m m ryj M �v{ M LO +o ++o L� n N +o +o +q N +1 M +o 'P'I �I y PD >I O dl NI --- I ---" `V rl 'd 04 O fx o a P LO 'T : N O O O a�o�� o b) x ba)XC,�7'XX N 4..1 0 O b a W N RI O b ro O C4 9 4J m EI ri y U1 a� �I ril 4J 0 ra Id 0 a P b � U Q0 Q0 - . comm U II II II b m o0 0 0 0 --1 --1 -+ •rl o m o +2 +J +J w(1�rr � tp�-]-+--i ba)X�7)XX +� +P + +� +� + +p +p +P +p +� +p +� +p N P b � U Q0 Q0 - . comm U II II II b m o0 0 0 0 --1 --1 -+ •rl o m o +2 +J +J Ln r -I w(1�rr � tp�-]-+--i ba)X�7)XX Ln r -I W r -I + +� + + +� +� +� +� +" + +P +� + + + +� +P + +p +p +p +P + 4p414c' +p+1+p+j+p+ N 4p 4p 4p 41 4p 4p 4p 4p 4p b a o�o�o�o�o +� + +� + +p + +p + +p + o I I 4p + + + +p + +p + +"ri + H H +�+. +� +� +� +. . +� +. +� + U ., m N N N N --- W •rl o N r. O 0 0 0 0 II U 0 0 C-) l) 4-J 1J O H co (0a+ II II 7� � � a O b -- �axC,�7)xxx� �� XgXXXF fx P° 0 O 0 O U 0 O >1 b a 1'7 W N . r-1 0 Q., O rd O C4 0 F F a H --, a C) it N Q b) 4-J R -rl O 3 N � P� 0 0 O C � W -1 O x 1+ U) O 00 a a > cn ro a � r >1 +J U 7� Y U C O H +) +-) �-d �A U H (1 O 0 Q � arz0(1)zzQn� Q co -A O C 1 � C U co U �-d a z U +- Y N N cn C o F W W N m w a H — (:i O a F, a +-) O it N b) 4-J R -rl O N lfl ',� C✓1 N � P� 0 0 O C � � O +) x 1+ U) O 4-) a a > 75 �)4 C C r >1 +J U 7� C m co H +) +-) �-d �A �A FC� m+HU)Un a F, a +-) O o � 4-) b) 4-J R -rl O N lfl ',� C✓1 N � P� a F, a +) O o � 4-) b) 4-J R -rl O N QG ',� C✓1 N C4 W I o O N ,l' F - Ln U U cn cn (N co I O S -d O O 0-) N N '3' lO 0 0 0 N W Q W N C) x IIx N x Fq x o H I o o) FG O -,I' l0 O O O N N N N 0 3 m 3 0 0 O 3 O 1 3 3 x 1+ O 1 3 N 4J N N 75 �)4 C C r >1 +J N I N -P C U P 0-d-rl +-) �-d �A �A FC� m+HU)Un arz0(1)zzQn� I o O N ,l' F - Ln U U cn cn (N co I O S -d O O 0-) N N '3' lO 0 0 0 N W Q W N C) x IIx N x Fq x o H I o o) FG O -,I' l0 O O O N I I o O N ",I' F - Ln U U �� cn N U1 I O O O m 4J N T Q0 0 0 0 N W Q W N O x IIx N x a x o H o rn Q', O d' �-O O O O N N N N 0 3 3 0 Ix N N O 3 O 1 3 3 x 1+ 0 0 1 3 1 0 C b) a' U N I I r N I N -P C U P 0-d-rl d C: N I -H p, Q, m+HU)Un I I o O N ",I' F - Ln U U �� cn N U1 I O O O m 4J N T Q0 0 0 0 N W Q W N O x IIx N x a x o H o rn Q', O d' �-O O O O N P U N N N 0 N 3 3 0 Ix N N O 3 N I a 1 0 0 1 1 O C ZP N I N -P C U as a M+N P U G O U O N S -I b 0 O U 0 O a W N . r-1 0 .r-1 Q., O >1 rd b a 9 O 'j, 61 C-- M it N I-- Q0 O ro a O N Ln N r rt F N N 'T O N M f� M Ln M 00 [� O O rl -A -I d' O L- N M -1 Ln O d' -1 Co O N N O Ln O (N O M CO N 00 0 --1 --1 -H U +J 4-J +-) W x co �4 H a) xrl b) x x � �gxxgzx CO Ln 'll M � M Q0 d N M O -A -Nr- N M N O f- \ O O N '1' � b U al b) pql 0 0 0 rl +) +) +) Ul I N d FC >axGn-)xx 0 Qo Qo ,A O 00 rl O lfl lO O M O Co M M Lf) Lf) \ o N O N Ln U O N O N n N a� tri ro HI 000 --1 -H --1 rl + +) -P D x rx z N co L—M0 O,Ao r� O O O z N M O -A N O O O O O T 0 O N rt 0 O U AH W N .H 0 .H i••) W 0 rd (d O C4 co oLnODo O N m Ol N O N H H Q LU z O U O U) LL 4 W CD LU a LU a z J PI 2 LU LU Q Q IL z C9 LU 0 NI�oIbINI�I� J a O m W E cn 0' (0 z m 0>, J W O Y N N r >� W m 15 t m i d Q V (0 f0 O O Cl) _ 2 C/5 65 3 E LU o 0 (D 2 U_ C) o 0 LU M M N J > O O O J C r Lq V O N N � J C M 6o J —i LO � CO rn r r � J O O m O O O J O O O o J U d U > W J N cN LU E Q li 0 CN w E N O U X V � X rI U X I N V% v W O p U W r O L Qi 1 V W L1 O 3 3 J 3 ti m M R M w d 3 O NI _ m = L N _ a c) Q c) aD LU LU Q Q IL z C9 LU 0 NI�oIbINI�I� J O m W LC J U cn 0' (0 z m 0>, J ` ^ v, Y N r >� m 15 t m (0 f0 Cl) 2 2 C/5 65 O O W LC J U f� Q E J 0' (0 z o 0>, J COLO N r W LC J U f� Q E J 0' (0 z >J C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 64 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 40BLEDE70 XXXXX R2 Description: ATB2 40BLEDE70 XXXXX R2 File Name: ATB2 40BLEDE70 XXXXX R2.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 11266 Luminaire Watts: 91 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 225 Spacing - Row 2: 225 Label X-Coord Y-Coord Z-Coord Orient Tilt _0 Spin ATB2 40BLEDE70 XXXX... 900 -6 40 90 0 ATB2 40BLEDE70 XXXX... 675 -6 40 90 0 0 ATB2 40BLEDE70 XXXX... 450 -6 40 90 0 0 ATB2 40BLEDE70 XXXX... 225 -6 40 90 0 0 ATB2 40BLEDE70 XXXX... 0 -6 40 90 0 0 ATB2 40BLEDE70 XXXX... -225 -6 40 90 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft ATB2 40BLEDE70 XXXX... -450 ATB2 40BLEDE70 XXXX... 900 ATB2 40BLEDE70 XXXX... 675 ATB2 40BLEDE70 XXXX... 450 ATB2 40BLEDE70 XXXX... 225 ATB2 40BLEDE70 XXXX... 0 ATB2 40BLEDE70 XXXX... -225 ATB2 40BLEDE70 XXXX... -450 Total Number of locations: 14 -6 40 90 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. 0 O a m—A[I— '31—AI'll - N —� a)xC,�7)xx a9XX9XX m +p+1 +p +p +p +1 +p +� +p +` N lf1 N r -I N Lc) MC 11> 1 +O + +O +O +O + +O +u�{ +O +` t` +p +1 to +p +p L +p +y N +P +1 +p +` H t` O Lf) O l9 +O + +O +O +O + +O + +O +(:) +1 +�D +�D +�D +1 +p I +D +` +O + +O +O +O +'�J N +O 6l +� � +O t` +O l0 +O I�DJ{ + t` +O OJ +� bl +O +` +O +O +p + +O +` �O +O+1 fes' l0 +O �O +O lD +O l0 +� l0 +O l0 +� l� 1 +O +` +p +� +�1 +�1 +�1 +P +� +� +` CD W co m m O r +p co + +� +� +p + +p + +p +` m—A[I— '31—AI'll - N —� a)xC,�7)xx a9XX9XX m ■.1 0 O a —A Q C'-) Ln b %I j U II II II W d Q N `-' m O O O • -rl -ri -+ o o +2 +J +-J CN�j N f O G G G 1 O 1 O� O + +� + +O +� +G +G +G +� +O +� +O +` N m M o o M o� +p+ +p+p+p++p++p+ c m M u M M C Lt7 U7 N t N +O V 1 +� Ll +O m +O +O + +G +� +G +` M +O + rn +O L(i +O Ln +O + Ln +O + `S' r +O +` +O+1 N +O M +G r- +O G +� +O r +� +O +` W � r 9 +p +� +�1 +�1 +�1 +P +� +� +` N O of \ O � O CO O W � O l0 of O c OC�� N M C M N f I I I —A Q C'-) Ln b %I j U II II II W d Q N `-' m O O O • -rl -ri -+ o o +2 +J +-J L—Ia)x�7)xx RW ■.1 0 O a C, M co co M - o c • rn 0� M MMM +I I + +I +I +I + N +I + I+I +I Q7 �' rl N r1f� a +I +I +I +I +I +I +I +I +I +I N +I +I rl +I rl +I ri +I rl +I rl +I rl +I N (� +I +I Ln f� M CCi cCl M loll cSl Lf N rl rl W +I +I 6l O +I N +O �0 l0 +O +� N +O l0 +1 +I +I 6l rl + +1Ln r1 rl aJ O M a7 r 6 O +I +I +O [\ +� N +N +N r +" W +O o +I +I O W • M rl �' Ln M ri O rI �vO{{ N M �' l0 C M M M � +O + CN N +N '7' +M CD O +7� O N Ol 471, N l0 7 l� +N + h +M u7 +� rl +� + M +� + m l� +N +0 [ N o Ln N O m O n M �o M O u� O I M +"' + N +M +M +M + +`" + +M +" Q +O +0111 O +O N +O M +O +0111 N +O +O O +O +C Ln Ln 'T ' Ln +o +o +o +o +o +o +o +o +o +o P Q0coQ0 rn � O O O a C. . -- - H 000424-J �J 0 a) r -r, n) b) x FC b>(OH�mm mgxxgxx 0M OJ m P- � N N r- r- m C +O +O +O +O +O +O +O +O +O +C OC 61 .i,Ln ' Ln Ln Ln l0 T �' C j, � Cly' C��' [Lc) Ln Ln LC7 N u +O +O +O +O +O +O +O +O +O +C +O +C oo Lo j (N N �' lL� � M �' Lfl N C CO C +� + + CO co r- OJ 61 t`- O� to "I L` Ol C C coof +o + +� a +cl +� + w +, + rn c +p +c co a a -i r- r-- I--a a� c +� +o +o +o +o +1 +o +1+o +c cy� W M a' m u') 0) l9 6l Qq N � � cq M C m C +O l9 + +O +O N +O l9 +C +O + N +O +C lO l' r --CO +O C +P+C l9 N CO lL; l9 CO l9 L-- C c l' +O + +O +c +O + CR�j +O + +O +C VIII Lf7 a LI] L Cfl u �� 17 +O +�1! +O +O +O +� +O +P+C ro m Ln N -1 N Ln C Ln u Ln Ln Lf) +1 I PD �I 'o 04 O o C4 a P Q0coQ0 rn � O O O a C. . -- - H 000424-J �J 0 a) r -r, n) b) x FC b>(OH�mm mgxxgxx 0M 0 O a A� 4 W N •ri b EI y Oai �I ro al b 0 O b C4 a° P U II II II (dmQ0—A O OO 0 --1 --1 -+ •rl o o +2 +J +J 4p+ +p +p 4p +p +1 +p +� +p +` 6l � N M ba)X�7)XX +O + +O +O +O + +O + +O +` +p +1 +p +p +p +y +P +1 +p +` M CO N Lf) N M c +O + +O +O +O + +O + +O +p Ln +1 +11 +1-1 1 +p +1 +p +` LO Ln CJ m 6l t` O O ri 1 rl W C N 4� O - 471 N M M c N rl O OM O + l9 �I +1 I O lD � l0 +1 +� O M +1 +� O l rl CD rl rl rl r� N rl rl c +71 +P + +P +0 +CD + +P + I +C) +` P U II II II (dmQ0—A O OO 0 --1 --1 -+ •rl o o +2 +J +J r- 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--1 ba)X�7)XX r- ■.1 0 O a ICD d/ O co O C) +p+1 R b' +p +p +p q +� +p o +� +D +` rl � rl rl ri � rl Ln m rl � +O + +O +O +O +,`�' +O + +O +` +p +1 +p +p +p +y +P +1 +p +` C) �9 CO 61 (5l CSl CSl 07 l9 +O + +O +O +O + +O + +O +O N +� +O CJ +O m +O 0) +� +O 6l +] +O +` rl r1 rl ri rl rl � N O +O G rl +� N rl +O M rl +O ri +O �rJ{l + rl +O rl +� rl +O +` O O O rl O O O +O d +� O +O O +O+O O O +1 O +O 'n Cl +1 Ili O +O +` I� • O O O O O +O C_-1fJl + O +p +� +�1 Ln +�1 Ln +�1 +P +� +� +` oO O o 0 o c +p + +� +� +p +rI +p + +p +` O O O O Q O O c 0 0 0 42 4-J 1J O H co (0 m ri a II II II (2� b) �� o 5 m �7)xxx� �FCFC H .• co R b' II H U Ln cN v r 00 +J O Ln m UN II II II o N td,10' N OO O O 11 U .� . --1 --1 -H rl 0 0 0 42 4-J 1J O H co (0 m ri a II II II (2� b) �� o 5 m �7)xxx� �FCFC H .• d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 °2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 64 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers2 e3bl74O-120-277v tcm201- Description: ERS2 E3B1740 -120-277V File Name: ers2 e3b1740-120-277v_tcm201-95325.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 11600 Luminaire Watts: 130 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.607 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 225 Spacing - Row 2: 225 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers2 900 -6 40 90 0 0 _e3b1740-120-27... ers2 675 -6 40 90 0 0 _e3b1740-120-27... ers2 450 -6 40 90 0 0 _e3b1740-120-27... ers2 e3b1740-120-27... 225 -6 40 90 0 0 ers2 e3b1740-120-27... 0 -6 40 90 0 0 ers2 e3b1740-120-27... -225 -6 40 90 0 0 9 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 2 - Cont. Luminaire Location Summary: Coordinates in ft ers2 e3bl740-120-27... 90 0 0 -450 ers2 e3bl740-120-27... 0 0 70 900 ers2 0 0 70 40 675 ers2 _e3bl740-120-27... 40 270 450 ers2 _e3bl740-120-27... e3bl740-120-27... 270 0 0 225 ers2 e3bl740-120-27... 0 0 70 0 ers2_e3bl740-120-27... 0 0 -225 ers2 e3bl740-120-27... -450 Total Number of locations: 14 -6 40 90 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 10 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. N 4..1 0 O b a o, I C` co cq r 0 o �o +� co +� cc +p m +p rn +p rn +� m +p � (m + r,- m +p +� � +o + co +o ca +�, rn +�, + oc +`� + co c +o +c +" +� +o +P +p +o +o +c +p + +p +P +P + +p + +p +� +� +CD +CD +o +� +o +] +o +c r +� +� +P L(7 Ln +P ri � +p I1��f{ + Ln N +p 1��{f + W C +p +� +p + +O +O +O + +O + +p +� +p+1 +p +p +p +� +p +� +p + • M Ln Ln Ln r Ln +p + +� +� +p + +p + +p +` a 0 0 1 71 -A(DO �-o Ln ,i, - (N —� U)II II II 1-1 �-o m m mO O O U --1 --1 -+ 000 4-3 + +J a�XX�XX r -I r -I N 0 O a (y � N N 31 Net-, Q' +F' O +� N +N Q' +N r +N r +� Q' +N N'j ( + O +N Q0r 0-)� r r- o 1 r +O + +� +" 4" +N + � +,,—,J�1 +P +1 +p O +1, N +7� +1 O W +1 +p +r M L(] Ln l9 M [� M l9 l9 Ln � +O + +O +O +O + +O + +O LO LO -I C7 (r{ lCJ t r rl rl N M M M M N C M N +O CN N +� M M +O M (n +O 6l M +O Bm MJ{ + l� Cl) +O C7 rM-{f + W N r +O +r C9 C9 M 1 �I rl rl +p +� +p +p +p ��rjj7 +`"� Q' +p ��jj +`"� M +p +r +p 61 Ln r ID rl ID r M c +O + +F, +F, +N + +� + +71 +r + +� +N +N I I I } N r -I N 0 O a M O Cl W M +1 + +1 +1 +1 SII + +1 + +1 +1 N N N N U +1 + +1 +1 +1 +1 +1 +1 +1 +1 M M M M M M M M (+ Ol �' N N M M CO m N M O M O o� m N c�1 Ol IX M I +I +I +I +I +I 00 +I +I co +I +I +I +I +I +I �n +I U7 +I +I CC +I Ln � +I N (` +I +I a N M r -I c O r 0 r O rM''lll N C` +I +I O L9 +I M +I +O + +I +I +I +I l0 C rl +1 +1 N G +1 m a] +G M +� +� Q7 +o +1 rl +1 +1 + + +G +N +N + +N O Ol I NO � + + O +� O �' +M N +7� � �' � N C O C +O +I +M + O +Ln [- +1 f�I `N +� r + +F, +c N r l�T rl +� + M +7z"Ln l� N ( +N +� rl +� M +- +p' +� Q7 4- N IX H a) a) H +M + +'� +� OM +M C� + +r- + +v' +f � � N M r -I Ln m r r m Ln Ln Ln Ln �-Q QQ Lf) Lf) Ln CD r Ln co 0 0 m in r c Ln �o L-- r m m r r �o u r ca�p7 co 00 0o co 0o t� �' + +� + +- P b U Lnoo v Q0 Ln Id � N rl �i cn a (CDC)) c m 0) OD m oc +o +o +o +o +o +o +o +o +o +[ +O +C C-- +O r +O m +O 000�� +C r r +O +C m +O +C l0 l0 lL� l9 lC-�Ir l9 l l' +O+�+O+O+C+C+C+C�+C+C OZ) P- r Lf -.1 rl Ln r r C 'r1l m r-, lC� Ln l0 f 6l C +O +1 +O +O +O +1 +1 +O +C l0 r M rl r m Lri N Ln NI Lo m rl Ln M l' m r +o +C —A r t� m �o u-.' ori m � oy alh �n LO � C -- +P +O +C N N � (1)m Ln q r Iyj m Ln C +O+ +O+C +O+ � +O+J +O+C I Ol 1✓✓✓��iii C r lC O r C I +� + +C) +C=) +Cl +� + +C) PD �I 'o OI O o C4 a P b U Lnoo v Q0 Ln Id � N rl �i N 4..1 0 O b a I A�•'� 4 W � N •ri b EI y Oai N >I rd al b 0 O b fx a° IcD rn (n m cy c) CD +O +� +G +O +O +� +O (C��j + c�_c C� c +O +` N rl 1 l0 rl CO rl CO ri 1 rl rl � +G +`'^j +G +G +G +`,*Jj +" +`_yf +G +` +G �I +� N +G N +G N +G N +� N +O N +� +O +` N N cm N M 7 N c +O + +O +O +O + +O + +O C O Cf7 O O� rl C 61 1n l0 �o l0 f r- CO w fes{ l9 N +G +� +G +1, +� +� +� O +� +O +` W C ON C-) N W C r- d N �' N O C o m +G +1 N +� +� +N +1 1 I I OLO CO N W '3' c +� + +� +F, +`V + +� + +� N 0' o 0') 1 -i E, P 00 U in rn cc N N U II II II � 11 m rn (d l—N 0 0 0 O 0 --1 --1 -+ •rl O N O 42 1J 1J Ln r -I 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--i ba)X�7)XX Ln r -I N 4..1 0 O b a co C CQ 0l 0� W CC) CO _1 O +O O +� O +O O +O O +O O +� C) +O (C.) + [t-� C . +O +` + + +P +� +P +G N +G + { N +P +q C +p +` O rl M �i M �i N ri 17 rl M N rl +O + +O +O +O + +O +� +O 0l O O O +O + rl +O rl rl +O ri ri +O + rl rl +O +�-'l rl +O +` O O O O O O{ O O O +O +� +O +O +O + +O +� +O +` O 4p -P O 4p O 4p O 4p rd -f{7 O C-OIJf j O O +p d +� O +p O +p O +p+1 O O +p +� O +p +` O O O O O o c v 00 Ln 0 0 0 o c +p + 41:1+CD +p +ryI +p + +p +` O O O O Q O O cc R II b' Ui H H U M Q0 M Q0 +J OIGJ UN N O N b M M M �A O-� Oo 0 0 u 0 0 0 0 42 4-J 1J 0 H m ri a u ii a a �� b) �� o 5 m �7)xxx� W r -I 0 O 0 O U 0 O >1 b a 1'7 W N . r-1 0 Q., O rd O C4 0 F F a H --, a C) it N Q b) 4-J R -rl O 3 N � P� 0 0 O C � W —1 O x 1+ U o 00 a a > cn ro a � r >1 +J U 7� Y ] C O H +) +-) �-d �A U H (I O 0 Q � arz0(1)zzQn� Q co -A O C 1 � C U co U �-d a z U +- Y N N n C o F W W N m w a H — (:i O a F, a +-) O it N b) 4-J R -rl O N lfl ',� C✓1 N � P� 0 0 O C � � O +) x 1+ U o 4-) a a > 75 �)4 C C r >1 +J U 7� C m co H +) +-) �-d �A �A FC� m+HU)Un a F, a +-) O 0 � 4-) b) 4-J R -rl O N lfl ',� C✓1 N � P� a F, a +) O o � 4-) b) 4-J R -rl O N QG ',� C✓1 N C4 W I o O N ,l' F- r- U I� N N I Ln �-d O O N N N 3' lO 0 0 0 N W Q W N cQ I C) x IIx N x w xLn Io N FG O -,I' l0 O O O N N N N 0 3 m 3 0 0 O 3 O 1 3 3 x 1+ O 1 3 N 4J N N 75 �)4 C C r >1 +J N I N -P C U P 0-d-rl +-) �-d �A �A FC� m+HU)Un arz0(1)zzQn� I o O N ,l' F- r- U I� N N I Ln �-d O O N N N 3' lO 0 0 0 N W Q W N cQ I C) x IIx N x w xLn Io N FG O -,I' l0 O O O N I I o O N �' F- r- U -A 4I o� I� N N Ul I Ln O O N 4J N T Q0 0 0 0 N W Q W N a I C) x IIx E-A N �C a xIo N Q', O d' �-O O O O N N N N 0 3 3 0 Ix N N O 3 O 1 3 3 x 1+ 0 0 1 3 1 0 C b) a' U N I I r N I N -P C U P 0-d-rl d C: N I -H p, Q, m+HU)Un I I o O N �' F- r- U -A 4I o� I� N N Ul I Ln O O N 4J N T Q0 0 0 0 N W Q W N a I C) x IIx E-A N �C a xIo N Q', O d' �-O O O O N wco w m O O P U N N N 0 N 3 3 0 Ix N N O 3 N I a 1 0 0 1 1 O C ZP N I N -P C U as a M+N wco w m O O P U G O U O N S -I b 0 O U 0 O a 1'7 W N . r-1 0 .r-1 Q., O >1 rd b a 9 0 rn rn -A 00 cn �D Ln "T ro a F O N rn 'j, m 1-- rn 00 00 [- N co O O N O 1' rl N) O O N d rn Q0 bl O Ln 00 Q0 rn QQ 113) ��m00 l9 (050) 'T -1 \ O O O -I N -1 b U al tri b) ro pql o o O -- -- --1 rl +) +) +) D x rx z Ul ZT U) d FC >a)xGn-)xx co 00 m rn Q 1� N O Ln Cl) O N O CO N N U] d' O m w M U O ,1 O Qo ,A a� tri ro HI O O o -- -H --1 rl + +) -P D x rx z N co m M M [-- O - I O l0 O O O N -I O d' Ln -I N O O O O N 0 O N rt 0 O U H W N .H 0 .H i••) W 0 rd b O C4 co mcn M � N I- CD -A O N —I O OJ m Ln - O H H H Q LU Z O U O U) LL 4 W CD LU a LU a Z_ J PI 2 _O O O \0 N N (a ro - > L: V � 'Vl � O O co LLI LLI Q Q IL Z C9 LU 0 NI�oIbINI�I� 0 a O MJ co O W o 0' LO rn M� 0>, J LO ,` `W^ 7 CD N co`n N � IVW LO r i Q d V m 15 t m _ 3 d _ E 2 W N O O CN o O CN 0 (0 f0 U_ >Lq LU � o LO 0 Cl) 2 2 C/5 65 JcM M N O O O J V = E J J O LO co — N 00 r - N E -i O co LO co E J rn r r � J > J O O N d7 O O O E o U d U J W G1 U O ;2 tlJ V w N (� +� V E E O fn W Q ly X X OI 0 O N _U >CNI U 3 O 0 _ C O (.► = N a 3 _ �# d v W W m CO Q i L1 3 R 3 = d L v O N O LO M co a� co LLI LLI Q Q IL Z C9 LU 0 NI�oIbINI�I� 0 O MJ co O L J U co 0' c (0 Z M� 0>, J `W^ 7 CD Y co`n � LO r m 15 t m (0 f0 Cl) 2 2 C/5 65 0 O O L J U fn Q E J 0' c (0 Z >J C J 0>, J CD LO co`n LO r L J U fn Q E J 0' c (0 Z >J C J 0>, J d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U 0Vlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2d0V 3 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 64 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ATB2 40BLEDE10 XXXXX R2 Description: ATB2 40BLEDE10 XXXXX R2 File Name: ATB2 40BLEDEI0XXXXX R2.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 15685 Luminaire Watts: 138 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 225 Spacing - Row 2: 225 Label X-Coord Y-Coord Z-Coord Orient Tilt _0 Spin ATB2 40BLEDE10 XXXX... -450 -6 40 90 0 ATB2 40BLEDE10 XXXX... -225 -6 40 90 0 0 ATB2 40BLEDEIO XXXX... 0 -6 40 90 0 0 ATB2 40BLEDE10 XXXX... 225 -6 40 90 0 0 ATB2 40BLEDE10 XXXX... 450 -6 40 90 0 0 ATB2 40BLEDEIO XXXX... 675 -6 40 90 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft ATB2 40BLEDE10 XXXX... 900 ATB2 40BLEDE10 XXXX... -450 ATB2 40BLEDE10 XXXX... -225 ATB2 40BLEDEIO XXXX... 0 ATB2 40BLEDE10 XXXX... 225 ATB2 40BLEDE10 XXXX... 450 ATB2 40BLEDE10 XXXX... 675 ATB2 40BLEDE10 XXXX... 900 Total Number of locations: 14 -6 40 90 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. ■.1 0 O a U) II II II \ N Q0 (Y) '� rn r1 lfl O O O o o 4-3 4-J J a)xC,�7)xx a9XX9XX m � 0, �o �o ID --� +p -� +� +p +p +p +� +p +� , � +p +` +p +vJ o o co N `y QO o N +'D+1++1++ C o N I to c N (N r -I O rl 0') c rl +" +" N +71 +" +" +7I +71 N rl W N M rl M O u� 6l u'f 6l C'l O C7 rl l0 N = O +F + O +�1 6l +O CO +O -P Ol +O +p + � rl +� c +O +� Q1 +O 00 +O 00 +O+1 W co +O +1 O +F, +` r +O +p m +O r +O r +O +` r +O + m C +O +` +p +� +�1 +�1 +�1 +1 +P +1 +� +` �n rn In r r m rn +p + +� +� +p + +p + +p +` Q � ; U) II II II \ N Q0 (Y) '� rn r1 lfl O O O o o 4-3 4-J J a)xC,�7)xx a9XX9XX m ■.1 0 O a ,Ami o-) Ln U II II II W "T L �-o o 'T 0 0 0 CO +� mO� + r +� M +F' o +N Cl +� w +� C- + M c +F' Ln � 6l +p +1 rl +1, rl +1, ri �i +1 rl �I +1 rl c +� + N H m r r m H C +p + +pm +p +mp + +mp + +mp +� r +1 r +lD r +lD m +lD r +1 +lD+D r C Ln +CD +�- +� +p +p + +p +CI +p +5 Ln u I Ln N M lfl ri r �rJ{ W l9 l��{J Ln L +p + +p +p +� +p+1 N � +p aJ 00 +p a' 00 +� r W +� r co +p �T r' +� lO +p +� r IXJ T 6l � 6l � r-I m C 61 r� rl rl ri rl rl N O Ln H H L.f) � O C In + + + + + + + +1 +71 c S a o 00 c< I I I ,Ami o-) Ln U II II II W "T L �-o o 'T 0 0 0 -1 --1 -+ N N O 42 4--1 1-J �a)x�7)xx RW ■.1 0 O a of co �o to M O of a -4 in, M +I + +1 +1 +1 + +1 + +1 +1 +I +I +I +I +I +I N (y1 rl rl ri rII rl rl N (� M l9 M rl c N 61 O Q1 O l0 O 6l N o l0 6 +m + Lf7 +I N +O m +O of N of r M N 61 C of O q +I +I � f +O cJ O +" C +N +N aJ +" { +O � O C +I +I O rl dl l0 l� 6l rl C O dl O C � +O + �' +N �' +M � +7� + Or �' +r� � + +�1 +C � + +1 a' +M M +� +� +1 M +� +1 � +� +M + +71 +Ll +Ll + +L,) + +M +� \O N 6 rl u Ln O M M N LP O rl N a 6 + +M +-r +'� + +� + +M +a O MO (N (`M') N N Ln Ln C� M L QQ Ln of C) +o +o +o +o +o +o +o +o +o +o P 0M QQ r` 1-0 Q0 M M 110 10 F -- +p +p +p +p +p +p +C kD rn Q r` c M [y c- 6' r- l9 [� � C +O +O +O +O +O +O +O +O +O +C 6l +O C dl +1 M r- C` � r` +1 Ol C +O +C 0 +� ,-,,AO + C) o a -),)OT c +71 ,} �I +7-1+ c +O +� O +71 ,rl N c, +� Ln C' N M C +� + +71 + +� + +� + +� + cD N N O O O C Ln -1 O rl O bl O O u M O O O N 6 c O o lc N C 'v O Lf-) M LO CO G) O 6; W of O C 0 � r Ln � �I a. dl � [ co m L[ CCD4 p Oo-)O C r 0 ✓_ +o +q +o +o +o +1 +o +1 +o +C rol co n QO N rl N [- C +� + +o +C +� + +� + +o +C PD �I 'o 04 O o C4 a P 0M P b m� V Ln N Q0 - U II II II (d�N—A O OO C. -rl --1 -+ •rl N O 42 4--1 1J C� 0) o) 0) CC) -� 4-) �7) �:5 �5--- - +G+1 � +G +G +G +� +G +� +G +` t` G N M N a 0) C +O +� +G +G +G +� +G +� +G +` M O t` M lD lD M l� O L +O + +O +O +O + +O + `O� +O [� +O O +1 Ql +O QO O c- O N O r W C �T 6l Ln r -I N M N O c L +" -k" +71 +" ID +" +�{{ N +71 N �9 M M r7 l9 1 N O O rl O +T'+1 N +� lL� +`V Ol +`V l0 +1 +`V o-) +1 +F' l9 +� + T +" O +N rl +`V + O +`V + � � l +71 O O� 61 61 61 6� 6l W C M �nun N CO \O un rl �o ri lD of N �o L +� + +F, +F,+� + +� + +7 r- c o r- I P b m� V Ln N Q0 - U II II II (d�N—A O OO C. -rl --1 -+ •rl N O 42 4--1 1J r- 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--1 ba)X�7)XX r- ■.1 0 O a R II b' H U � � Ln k-0 00 4-J O UN 1) II II II O N roLn00Q N OO O O 11 U .� . --1 --1 -H rl 0 0 0 42 4-J 1J O H co (0 m ri a II II II (2� b) �� o 5 m �7)xxx� .• +d+1 +d +d +d +� +d +� +d +` � rl � rn rl O N o N q cd�l O N � r • rl +d +`,�� +O +O +O +��' f +O +`_yf +O +` rl +O N +� N +O N +O N +O N +� N +O N +� N +O +` L!1 f Ln N c +O + +O +O +O +O + +O r rl Ln N N N N N L N rl rl rl m rl ri r�iJ{ w rl rl rl � +O +� +O +O +O + +O +� +O +` O +O +L_'� �I +O � +O rl +O +`T' rl +O +`-',-JIB rl +O +` O +d+1 l9 d O +d l� O +d N O +d CO l O +� O +d r Cl +� N O +d +` l0 l O O O O O O +p +� +�1 +�1 +�1 +P +� +� +` [ OO co w oo O CO O m W O m x C O c +O + +O +O +O + +O + +O +` R II b' H U � � Ln k-0 00 4-J O UN 1) II II II O N roLn00Q N OO O O 11 U .� . --1 --1 -H rl 0 0 0 42 4-J 1J O H co (0 m ri a II II II (2� b) �� o 5 m �7)xxx� .• d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS3 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 64 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 2 Driver's Side Of Roadway: Right Luminaire Information: ers3 !3al54O-120-277v tcm201- Description: ERS3 J3A1540 -120-277V File Name: ers3 j3a1540-120-277v_tcm201-95469.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 14000 Luminaire Watts: 151 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.98225 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 225 Spacing - Row 2: 225 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers3 -450 -6 40 90 0 0 _j3a1540-120-27... ers3 _j3a1540-120-27... -225 -6 40 90 0 0 ers3 0 -6 40 90 0 0 _j3a1540-120-27... ers3 j3a1540-120-27... 225 -6 40 90 0 0 ers3 j3a1540-120-27... 450 -6 40 90 0 0 ers3 j3a1540-120-27... 675 -6 40 90 0 0 9 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 2 - Cont. Luminaire Location Summary: Coordinates in ft ers3 j3al540-120-27... 90 0 0 900 ers3 j3al540-120-27... 0 0 70 -450 ers3_j3al540-120-27... 0 0 70 40 -225 ers3 70 40 270 0 ers3 _j3al540-120-27... j3al540-120-27... 270 0 0 225 ers3 j3al540-120-27... 0 0 70 450 ers3 _j3al540-120-27... 675 ers3 j3al540-120-27... 900 Total Number of locations: 14 -6 40 90 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 70 40 270 0 0 10 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. N �-o, � � co cq r Cy ko�_i --� CD +F, +� o +�1 m +G co +G �D m 0 +1 ,� c +� rl M rl G c0 � O N = +G +`„^Jj +,`,',CJI 6l +O d +� � +G � +G l9 +G IrOI W +O W O c +O + +O +O +O + +O + `O� +O + O +�l N +� m +O Ln lD +O c- to +O r- +1 , l0 +O r O �T c 6l 6�' f� M w Ln l0 LfJ I�DJ{ M of ry bl t c O W N N O t` N l9 [� c N c Ol +p+1 O d c0 +G a' +G N +G Ln +� +G N +� O' O +F, +` Lrl c +O + +O +O +O +` +p +1 +�1 +�1 Ln +�1 u +1 9 +P +1 C co cc +D o�o oc) o < . wo - (N —� U)II II II (Y) LO m Ln Lo O O O U --1 -ri -+ � o o 4-J J a 9 X X 9 X X r -I r -I N 0 O a r- t� M o Cl rl) C`, C`� k M r- Ul N C— C` N h f +N +� +N +N +� +� +N (� + +N +� O N (N �' 0 N 6l C +O +� +1, +1, +G +� +� +� +O 4� 'T CO L(1 l9 l9 lD lO l9Ln M N C = +O + +O +O +O + +O +l +O + 6l Ln Ln c +O O +� +P CO +P CO +G Ol + +O W +� +O +� +O + +G +O +O + +O -P C +O +� +G+1 r- +G +G +G +� +G +� +G + j Ln O [� N N 61 CA f W CN N 6l C M +N f� +� U7 +N N +N O fy N I f 0-)"1'Cn I I'— %I E Sm Eq M '— %IEZ1 U II II II �-o (1) 0 0 0 -rl -rl -+ N N O 4-) 4--1 1-J �a)xC,�7)xx N r -I N 0 O a +1 +1 +1 +1 +1 +� +1 + +1 +1 ' rl M N M M M M N M M rl C O +1 + +1 +1 +1 +1 +1 +1 +1 +1 M M M N rl rlJ N M M C u7 O M N N M O �I ri Cil O N rl G1 rl �f M C +I +I +I +I +I +I +I +I +I +I OJ rl C N M M +1++++ N C) U M U rl O r1 ri r M rl r l0 r \O lC� U +1 +1 +1,J' P- +c' N N C- +� +N (� +N N +" +C� o +1 +1 • ggq '''� 61 O r r O Ol l + +' +O +N +N + I +N +� +1 + O +� +� � CO +O +N +M + +N + O C +1 +1 O U a7 a • OOO�,,, +N + lfl +O M r +N +M +1 M +N +1 + c +1 + +� +M +71 + +M + +O +1 +N +� +� +N +" +� +10 +� +N +C M r -I m v m N Ln Ln N m v m L` c L` �-Q CD L- r 00 L` +o +o +o +o +o +o +o +o +o +o to a' -1 m M M m 0) o o Co L- l` w o o C +c Co Co O O to of CO C CD co r- � co m o C Ln -A � O N cc cc) f- Ol C +�+ M QO lL m to rl c of lC: Ln to of C +O +� +O +O +O +C1 +O +1 +O +C N m F --c l0 f N C +� + +O +C 6i +O + +O + +� M M N CCI to Ln Qq -1 co M c Ln +71+ o M O CO to CO M c N cc oo N N rl N r a C c 4J NV `^yI ➢ I--I-c Ln to of C 1✓✓✓��iii Ln N M Ln M O u I PD �I 'o 04 O o C4 a P M Ln rn Ln Ln O O O a . .-- - H o�o�4-J+J b) x ba)XC,�7'XX co � N M N W rl +O rl +1 N +O N +O N +O m N +1 N +O O Crl + -�- +O +� rl +O + CO +O rl +O ri +O +("j rl +O +y � +O +� +O +� +O +O +O +� +O +� +O +� +O + +O +O +O + +O + +O M (N M N M r m m 0) 0 C O N M ro Ln N ro ri N N N N W M N M H N +�1 N +�1 rl M N N O �I H N C7 N �I rl co0 +� +1 +N N 0 +N 0 +� m + N 0 +N + o c +N 13) CD o' r 0) o < P b 00Q0 . m —I N U II II II L td m 0 ,A 0 00 0 --1 --1 -+ •rl O N O 42 1J 1J Ln r -I 4-) �7) �:5 �5--- w(1�rr � t+�-]-+--i ba)X�7)XX Ln r -I N 4..) 0 O b a O O O O O O O O +O +� +O +O +O +� +O (C) + +O +` M rl M rl N rl r -I ri j N rl O' f rl � +O +1 +O +� +O +O +O +� +O +� +O +` O rl N N CO �i l9 rirl lO oO N c N +O + +O +O +O +l +O + +O r CJ +O r +j r rl +O + rl N +O r1 +O ri +O + rl +O + N +O +` N rl +O �1 rl +� Un rl +O rl +O ri +O r�iJ{ + rl +O rl +� rl � +O +` O c O +O -P N +O N +O rl +O -P N +O C) -P rl +` O +p d +� O +p O +p O +p+1 O O +p Cl +� O +p +` co 00 rn rn x 0 co 0 co m 0 rn rn c o c +p + 41:1+CD +p + +p + +` +pco O O O O O O N Ln H R II b' Ui H H k-0 Q0 4-J IGJ UN M N II II II O N fd M N Q0 �A N OO O O 11 U .� . --1 --1 -H rl 0 0 0 42 4-J 1J O H m ri a u II II a �� b) �� o 5 m �7)xxx� W r -I 0 O 0 O U 0 O >1 b a 1'7 W N . r-1 0 Q., O rd O C4 0 F F a H --, a C) it N Q is 4-J R -rl O 3 N � P� 0 0 O C � W r1 O x 1+ U) O 00 a a > cn ro a � r >1 +J U 7� Y U C O H +) +-) �-d �A U H (1 O 0 Q � arz0(1)zzQn� Q co rA O C 1 � C U co U �-d a z U +- Y N N cn C o F W W N m w a H — (:i O a F, a +-) O it N is 4-J R -rl O N lfl ',� C✓1 N � P� 0 0 O C � � O +) x 1+ U) O 4-) a a > 75 �)4 C C r >1 +J U 7� C m co H +) +-) �-d �A �A FC� m+HU)(n a F, a +-) O o � 4-) is 4-J R -rl O N lfl ',� C✓1 N � P� a F, a +) O o � 4-) is 4-J R -rl O N QG ',� C✓1 N C4 W I o O N ,l' F - Ln U cn r, I� C+i N co I Ln S -I O O N N N 3' lO 0 0 0 N W Q W N cQ I C) x IIx N x w xLn Io N FG O -,I' l0 O O O N N N N 0 3 m 3 0 0 O 3 O 1 3 3 x 1+ O 1 3 N 4J N N 75 �)4 C C r >1 +J N I N -P C U P 0-d-rl +-) �-d �A �A FC� m+HU)(n arz0(1)zzQn� I o O N ,l' F - Ln U cn r, I� C+i N co I Ln S -I O O N N N 3' lO 0 0 0 N W Q W N cQ I C) x IIx N x w xLn Io N FG O -,I' l0 O O O N I I o O N ",I' F - Ln U -A 4I -n f� I� Ul I Ln O O N 4J N T Q0 0 0 0 N N N N 0 3 3 0 Ix N N O 3 O 1 3 3 x 1+ 0 0 1 3 1 0 C b) a' U N I I r N I N -P C U P 0-d-rl d C: N I -H p, Q, m+HU)(n I I o O N ",I' F - Ln U -A 4I -n f� I� Ul I Ln O O N 4J N T Q0 0 0 0 N P U N N N 0 N 3 3 0 Ix N N O 3 N I a 1 0 0 1 1 O C ZP N I N -P C U as a M+N P U G O U O N S -I b 0 O U 0 O a 1'7 W N . r-1 0 .r-1 Q., O >1 rd b a 9 0 Ln Ln OJ 00 >j Ln �D C-- w ro a O N -1 a F m l0 QO 00 y Qo O N -I [I- 6l 61 O d" O [- cn u rl c - I d' d' Ln -I M l9 O O �' m Ln M -I N O N OD N LO N -AmLnLn0000 0) Ln Ln l0 L- 1-0 O -I O - N - -0--l) � Lo Ln O M (5)Ol ('7 l0 'T O d' \ O -I O -1 N -1 b U al tri b) ro pql o o O -- -- --1 rl +) +) +) D x rx z Ul ZT U) d FC >a)xGn-)xx O \o [-- Ln O co to M O -A d' -I O N O 9 N U] m w O M -I \ N -A Ln Ol U�NO�-o ,A a� tri ro HI O O o -H --1 rl + +) -P D x rx z N M N QQ [-- -A N O -A O O O N Ln co lfl O -I N O Ln O O O N 0 O N rt 0 O U H a) N .H 0 .H i••) W 0 rd (d O C4 �-o cc)m . o -A H H & « � � � � W U 2 � 0 U O m LL b w W a. W « 2 � � � pl 2 Immmmm \ / m % / @ R / � \ \ � 7 j R CO d / / \ » � R m / 2 ) « m I 2 m = 2 � $ � k k E / LU f o d U5 [ LU f C) $ d 0 0 $ d 0 Cl) : k / / / -i/ \ f o 0 > § � / � 9 m / m \ m S _ 2 R \ / I � / / / 0 / 0 / 2 > / LLI41 / 2 ) � \ .2 k° Q 4, kCN 0 ¢� LU cr) k x�� k x LU CN w r- / _k 0R J cn � 0 U a a § 2 # L- L)< b L E b� § m _ 2 # L L)§ ~ CD / \� Immmmm \ / m % / w \ ƒ j � / � \ k 0 E / � 7 j CO CO d / \ R / ) I 2 m = 2 $ \ 2 7 0 0 0 Cl) : k / / / / % / w \ ƒ j � / � \ k 0 E / $ f / -i 7 j CO CO d / R % W \ f E / \ ƒ j � / � \ k 0 E / $ f / -i 7 j d a 01m,piinaaGoiii Fewgii 1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonm�64vr�CPoop� qa xo cvo vivnMe Njrmo� m. wyi u04 °2013 0.ry'„JWWy Aewrtm' My , Ow ... Roadway Optimizer - Layout 1 General: American Electric ATB2 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 76 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 3 Driver's Side Of Roadway: Right Luminaire Information: ATB2 60BLEDE70 XXXXX R3 Description: ATB2 60BLEDE70 XXXXX R3 File Name: ATB2 60BLEDE70 XXXXX R3.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 17127 Luminaire Watts: 133 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.76175 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 260 Spacing - Row 2: 260 Label X-Coord Y-Coord Z-Coord Orient Tilt _0 Spin ATB2 60BLEDE70 XXXX... 780 -6 40 90 0 ATB2 60BLEDE70 XXXX... 520 -6 40 90 0 0 ATB2 60BLEDE70 XXXX... 260 -6 40 90 0 0 ATB2 60BLEDE70 XXXX... 0 -6 40 90 0 0 ATB2 60BLEDE70 XXXX... -260 -6 40 90 0 0 ATB2 60BLEDE70 XXXX... -520 -6 40 90 0 0 1 AGi32/Roadway Optimiser - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 1 - Cont. Luminaire Location Summary: Coordinates in ft ATB2 60BLEDE70 XXXX... 780 82 40 270 0 0 ATB2 60BLEDE70 XXXX... 520 82 40 270 0 0 ATB2 60BLEDE70 XXXX... 260 82 40 270 0 0 ATB2 60BLEDE70 XXXX... 0 82 40 270 0 0 ATB2 60BLEDE70 XXXX... -260 82 40 270 0 0 ATB2 60BLEDE70 XXXX... -520 82 40 270 0 0 Total Number of locations: 12 2 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. m l0 IN l9 l0 lG lD Ot lD ONt 9 +O + +O +� +O +C +O + +O + +O + m co � r r co m 4" +j 4" +1 45�' 4'-, 4�' +� +1 +� +1 +1 +� +1 +� + O 67 l0 lG' lD +1 r +O + O +� + OJ W `� N N N lD 6l . v{ . r N t� +O+�+O+�+O+C+O+�+O+�+O+ l�"l N � a' N N bl S S Ol O WJII a' N N rl rl rn N o m rn x� m N N N o M 0 M +P + +P + +G +" +O + +O + +O + 0�tl�. +O +9 +O + C. Q. +O +O +O + M c"Q. +O + C. +O + Q� WW O f63YY O O O 00 6l CCQQ lL a +� +1 +� +1 N m J a m m � �o 7 m M Al CJ L� iN 6 61 O N .� 4^-)� . °. .. N M O Q Q Q \ � 00 II II II 'd LnoN O O O a-1 -1 co(0(0 41I b O x FC '' 1 + +� 4-1 +� +'" +N +N +� +71 +� +7' r N l9 l9 l9 rl lD rl N O a' r m CO lfJ N m !7 M M N D +O + + + + +' +� +m +7 + +~ +0+]111+o+]f111+o+'-+o+1+Gl+1+P � u� l9 l9 l9 lClCf lLtl lLl lLl u) +O +1 +O +1 +O +O +O +Q +O +1 +O +O + +O +`J' +O +C +O +V`r +O + +O 4P 1 +O + +O + +O +C +O + +O + +O +O +q +O +q +O +C+O +q +O +q +O N �JIIII r ,_WIII r r r Llllll CO L_lllll � N N N N N N N Njjjj N N N +O +l +O +l +O +C +. +O +O +l +O 4'- +1 4- +1 +o+c'+o+I+o+I+o +O + +O + +G 4-'4P + +O + +O p. l0 Cl�1p 1p O WII � �II C r [� GII rl WIII lL r r m m m rn rn rn a� r +� +1 +� +1 +1 +� +1 +� +O + + +� +~ +71 +- + +7� + +7� r rl ti lC' lD '9 N +7' +]+'' I I �-o (N -� OC) m I'll M m N U II II II W Ln Ln N �-' co O N O O O -rl -rl -+ O N O42 1J 1J r—Ia)x�7)xx RW ■' 1 1 1 1 + + + + + + + + + + +1 +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I 1 1 N N O rl 61 � O 6. 61 O a' 6l rl ["1 -S' N +I +I +I +I +1 +1 +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I +I I I I I I O O I I I I mill � � �1II +o +1 +7' +j +m rl m O ir. in O a� . c r. . �c. a m a o +� +1 +1 +� +' +� +1 +11 +1 +cl Ln to O un m N Un N N M n O to m v' Ln un cn n v' m P b U Lnmm -Amco �i M�� M o N O O O ao�o4 0 a) :~ r, n) b) x FC 0M N r In m C �T N M - ID C C in Ln in l0 ,o n In In l0 lD ul u7 in in +o + + + + + n D r r D o c +O+ +O+ +O+O +O+q+O+q+O+( Ip CWII N CD r r o� ca r r r r m m r r +o+1 +o +� +o +o +o + +o + +o +` v' r o rI+o+o+o+II+o+�+o+` rn rn m r- r � j +o+I+o+ +1 o cb 1111 o cd r r N d 111111 o c + + + 01111 + 0 + 0 + 0 + 0 + 0 + + � + + m A m r r N C D o m r vr, �o r co o c m 6l O N 0 61 of C +o +4C) +oDI +o +C +o + +o +p +` 0 + +1:1 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + o c + + +C' +� +C' +o +o +o +`j' +o +� +o +` M m m N N I m 0M +C' + +C' 4p +O +p + +p + +C' +` o + oD +'�-Ip o + 0 + 0 + 0 + 0 + oh + o + 0 +�--Ip o c + + Mr +o +C6 +o +C6 +o +o +o +1 +o +p +` `O` PD �I dl a I Q Q Q cq 411 'o oa O o C4 a P b U Lnmm -Amco �i M�� M o N O O O ao�o4 0 a) :~ r, n) b) x FC 0M r - M M O M M M M M M O O C O M M O M O +-- +� 4 +� 4 +P +1 +P +1 +P + 0 0 0 0 0 0 0 +P +� +o +� +o +o +o +� +o +� +o 0 0 +� +1 r r r r 0 0 o c o 0 +� +1 +1 r 0 0 +� +1 r 0 +� + +o + +o + +o +o' +o + +o + +o + . . M .�. r W Ol Ol 6l 6. 61 6jlj 6l 6l N Ol rl a' CO CO S S S CO a' rl 47' 11 Cl 11 M tD r r M � m �o r r r r ar O+7' +� +-' +� +V +tel +V + +N N M M Kr_C +1 Q' +N +1 CO +� + +7, + +N + +N +N +N I `Ill{ ce m rn a �o m N •ri b +++�++ �n r u�� • 4-) +1 . . . +1 +1 +1+ . c,+ O� N O U II II II V) b� o O O O •rl O N O -P 1J 1J a 41 b 0 a) r e n) �� x� A4 P° Hgxxgxx '' 1 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 0 0 0 +o + +P + +o +G' +o + +o + +o +P +`,,',IfI +o -1 ' +o +G' +o +P +P +o +] +o +] +o +o +o +] +] +o +o +1 +o +1 +1 +o +1 +o N �' l0 l0 ltd IJ'� Lf] N l9 l9 a' +O + +O + +O +G' +O + +O + +O 6l � N � N �I r1 tv N ty rl O rl r1 �I rl rOljy rl ,Ojl` � +O + +O + +O +C +O + +O + +O +p +9 +P +9 +, +G +P +9 +P +9 +P +O +(� +O +l +O +G. +O +C} +O +l +O O O O O O O O N cy N <y N N N cy N cy N O (dJJ O dJJ O CO CC -f}` O Cd}` O +O + +O + +O +G +O + +O + +O O . O O� O CO p O Cp O +O + +O + +O +O +O + +O + +O N CVII N VIII N nl N CVII N CVII N O O O O O C O O O O O +� +1 + +1 +1 +� +1 +� N N N N N N N O O O O O O O +O + +O + +O +G' +O + +O + +O O <Oyll O <Oyll O r - r > rOI{1 r� rOI{1 O o c�� 0 4 0 4 . +� +1 +� +1 +� +G +� +1 +1 +� cc 0 H U � Q0 4-J CC) UM 00 N N O N O O o 0 0 u 0 0 0 0 42 4-J 1J 0 H o (0 (0 -ri a u ii a a �� b) �� o 5 m �7)xxx� .• d a 01m,piinaaGoiii d^.ewgih1Lmrm� sime 1^984 Lighting Analy�U OVlovlf'uankoonq�4'm,�',;ar�Cmo@� qa xo cvo viubrMnmNjen' on m. wyvu04 2013 0.ry'„JP'kp Wy Aewrtm' M� , Ow ... Roadway Optimizer - Layout 2 General: GE ERS4 LED Luminaire Roadway Standard: IES RP-8-14-IDOT (entire roadway) R -Table: R3 (Slightly Specular), QO=0.07 Actual QO Value: 0.07 Roadway Layout: Layout Type: Two Rows, Opposite; 2R OPP Roadway Width: 76 ft Lanes In Direction Of Travel: 3 In Opposite Direction: 3 Driver's Side Of Roadway: Right Luminaire Information: ers2 f3bl74O-120-277v tcm201- Description: ERS2 F3B1740 -120-277V File Name: ers2 f3b1740-120-277v_tcm201-95326.ies Lumens Per Lamp: N.A. Number Of Lamps: 1 Total Lamp Lumens: N.A. Luminaire Lumens: 13100 Luminaire Watts: 148 Efficiency (o): N.A. Total Light Loss Factor: 0.700 Luminaire Arrangement: SINGLE Arm Length: 10.607 ft Offset: 0 ft Luminaire Location Summary: Coordinates in ft Spacing - Row 1: 260 Spacing - Row 2: 260 Label X-Coord Y-Coord Z-Coord Orient Tilt Spin ers2 780 -6 40 90 0 0 _f3b1740-120-27... ers2 520 -6 40 90 0 0 _f3b1740-120-27... ers2 260 -6 40 90 0 0 _f3b1740-120-27... ers2 f3b1740-120-27... 0 -6 40 90 0 0 ers2 f3b1740-120-27... -260 -6 40 90 0 0 ers2 f3b1740-120-27... -520 -6 40 90 0 0 9 AGi32/Roadwav Optimizer - Copyright 1999-2016 by Lighting Analysts, Inc Roadway Optimizer - Layout 2 - Cont. Luminaire Location Summary: Coordinates in ft ers2 f3bl740-120-27... 780 82 40 270 0 0 ers2 f3bl740-120-27... 520 82 40 270 0 0 ers2 260 82 40 270 0 0 _f3bl740-120-27... ers2 0 82 40 270 0 0 _f3bl740-120-27... ers2 f3bl740-120-27... -260 82 40 270 0 0 ers2 f3bl740-120-27... -520 82 40 270 0 0 Total Number of locations: 12 10 AGi32/Roa1way Optimizer - Cnpyright 1999-2016 by Lighting Analysts, Inc. r -I r -I +P +� +" +� +P +� +P +�f +P +�f +P + +"+ +P+ +P +P+ +P+ +P+ +P+�+P+]+P +1 +]+P+ 4P 4P N � N a' rl r1 rl .Gu. . CJ all N rl r1 � O N (7 M M M N r. rte'. . r> . r> r 0 +o+�+o+�+o+c1+P+�+P+�+P+ a +� +1 +� +1 +1 +� +1 +� + •� m l� 4P +j l9 l� + f� f I N � +�+P+j+P+•+P+ lD l� lD a �y% • O Q Q Q to II a II \ Ln M O l l a-1 -1 N N II II II P$ �4 41I N G b-) b O x Q b l l N x G� x X a4 XX9XX fx a° N +� +1 +N +1 +N +N +N 4N 4N �o m o r r m m +�+ +' 1SII+ + +o +1 +o +] +o +c +o + +o +] +o c� Qty til til til +O +1 +O +1 +O +O +O +Q +O +1 +O N N nl m m m N +P +1 +P I +P +G' +P + +" + +P . . . +O +q +O +q +O +C+O +q +O +q +O 1p WJIII rl `-VIIII � V.Illll N rlllll N —I rl N :V N iV N Nj N N rl +O +(� +O +� +O +G. +O +C} +O +� +O rl N N N N N N rl � (7 U1 Lfl tr r1 N Cp� c7 t� Q p N C. C> +O + +O + +O +C' +" + +P + +P C CVII I� NI O lC� lC+ CII1 N IYII N . +� +� +N +] +N +N +N +� +N +1 +N m m k-0 Ln � rn •m U II II II W m Q0 -A O O O O N O 42 1J 1J HaxC,�7)xx 5 H 5 m m Hgxxgxx N r -I N I I I I I I I I I I I + + + + + + + + + + + Q� rl r N G O u r rl M +I +I +I +I +I +I +I +I +I +I +I u7 vryi � N �n fcyy v' luQ� lC+ L n . [. M Gl N N I 1 + + + + + + + + + + + l0 l0 O a' O N C1 m i rl rl rl N m +I +I +1 +I +1 +1 +I +I +I +I +I +1 +111 +1 +1 +1 +C +O +1 +1 +I +I +N+I +I +I +0+�+�+1+I +I +1 06u'1II �n u1ll N r r �n u{II u> o N N xm N N o -,I+ +� +1 +N +�� +N 41 +� +1 +� u� o N rn r N N r rn N o • m u� x m � +I +1 +-' +1 +m + +� + +N + +1 c0 r u] u) Ln M N . . . Ll�� O xT t . O. Q. t . Q� d m l0 6cll m O 47- 47- +N + ++ �NN O r O +' + +r + rl CO m u'i Ln 6l O +p' + . . . . . . . M r -I Q' m N m O - Q O M (N m Q m Q Ln Ln Ln n v Q m +o +c'+o +o +o +o +o +o c �o �o �o �o r r �o 110 ,9 = I un co o r m = a r r +o +ql +o + +o +o +o +q +o +q +o +< N 6'h rl r I M Ln rN G) l9 r lCO�j l0 l0 l0 ID lD r r 1 +O Cr�j + +O + +O +O +O + +O C�j + +O +( +O +`" Ln r Ln Q; Q' Ln CO 1 O + O + O + O + O + O + O + O + O + O + O + + c �_-fll rlridlll o r r W Ql r Ln 4' Q' LCfllpi lD r m +O +1 +O +1 +O +O +O +1 O Q' l0 \O r m M f - �Ol - c c +p+1+C)+ +C)+0+p+ +p+ +��+ of l0 O m �n N t 4p +P 4p +P 4p +P +p +p I +p +p I +p c + N � M r N N l� r Or lD +O +O++O++O +p +p +c liJ mOOI c Q' m r Wm M +O +1 +O +1 +O +C +O + +O + +O 4� N° + 0 +�Jp + 0 0 +`_',IjY + 0 + + o + 0 + 0 +0 +0+ < 0` +o +� +o +� +o +o +o +1 +o +� +o +c 7 O rl N N N (N N CN m 61 M rp M +o+o+o+o+o+o+o+o+o+o+o+ �I N PD �I dl a � DI I I III 3 411 'd oa O o fx a P. Ln Ln 11m Ln m N O O O a0004 o a) r n) b) x ba)XC,�7'XX Ln r -I +" +� +" +� +" +� +P +�f +P +�f +P + +P +� +P +� +P +� +P + +P +� +P rl .-I t� +1 N N N nl N N t� +1 +1 N N t� +1 rl t� t +P +1 O +P I +P +C +P + l9 v� lClD +P + O +P + a' tot tot to tc' tot tot to t to t� to t� to tc' to t� to t� to t +o+�+o+�+o+o+o+�+o+�+o+ io m c� c� o I+ co r +o+ 4P +1 +P+ + +p+ +o+ J u� �7 Q� O O LfJ `u rl OJ O rl N a' lG lD a' +1 N rl +1 rl O N + t� + t� t irr{Ill Co m 61 u) irl{II �' N •ri b -F'+ -F' + -F'+ -F' -P -F' �n �o WW c� ��II m a� m r WW co 'b N .,., a a 1 o 1 a � +o +1 +o +1 +o + M M N iil O µ U II II II V) bQ0aoio 0 0 0 > rl o o -P +J +J N II II II P �4 a 41 a) r e n) b 0 �� x> t+�-] + �--�-� fx P° Hgxxgxx N O O o o O O o +P 4P 4P 4P +1 +P +1 +P 0 0 0 0 0 0 0 +o +� +o +� +P +� +o +� +o +� +P rl (� N O 61 Gl rl N rl rl rl o o rl rl rl rl to +1 to +1 to to to +1 to +1 to rl (h m N O 6. 61 O N nl nl rl r1 rl _ O rl rl +O + +O + +O 4P A rl � N � O 6l 61 V rl tv N rl r1 rl O OrOljy rl rOljy rl +O t . . O �. �I +O+1+O + +O CJ Ol CO lli Cb 6l 6l O O O O O CO �Ojjj O O O +O +� +O +� +O +C' +O + +O +� +O O O O O O O O +O +1 +O I +O +C' +O + +O + +O it � t0 � tD lG lD W lD W �D o o . +� +� +P +� +P +`' +P +� +P +� +P O O O O O O O O O o +� +1 +� +1 +1 +� +1 +� N m m m m m m 0 0 0 0 0 0 0 +o + +o + O <Oyll O <O{ll O O O rO_{f O r0-Ily O —1 N N N N N N (V N (V N +"+1+"+1+"+�'+P+1+P+1+P III II I I H � II b' Ui H H U � co 4-J U � II II II O N td[Im� O H O 00 0 II U 0 0 0 42 4-J 1J O H S m -ri a u II II a �� b) �� o 5 m �7)xxx� W r -I 0 O 0 O U 0 O >1 b a 1'7 W N . r-1 0 Q., O rd O C4 0 F F a H --, a C) �A (1) Q b) 4-J R -rl O 3 M C4 W 0 0 O C � W -1 O x 1+ U) o 00 a a >1 cn ro a � r >1 4-J U 7� Y ] C O w� wa)M �-d �A U H (I O 0 Q � arz0(1)zzQn� Q co -A O C 1 � C U co U �-d a z U +- Y a a cn C o F w a)M - w a H — (:i O a F, a +-) O �A (1) b) 4-J R -rl O N I- ',� M M C4 W 0 0 O C � � O +) x 1+ U) o 4-) a a >1 a �)4 C C r >1 4-J U 7� C m co H +) +-) �-d �A �A FC� m+HU)(n a F, a +-) O 0 � 4-) b) 4-J R -rl O N I- ',� M M C4 W a F, a +) O o � 4-) b) 4-J R -rl O N I- ',� M M C4 W I o O N ,l' F- r- U M � 4 I� N N co I O S -d o o Q0 W N 3' lO 0 0 0 N W Q W M cQ I C) x �-o x Ix N x rE x o Q0 FG O -,I' l0 O O O N N N N 0 3 m 3 0 0 O 3 O 1 3 3 x 1+ O 1 3 J) +J (1) m 75 �)4 C C r >1 4-J a I N -P C U P 0-d-rl +-) �-d �A �A FC� m+HU)(n arz0(1)zzQn� I o O N ,l' F- r- U M � 4 I� N N co I O S -d o o Q0 W N 3' lO 0 0 0 N W Q W M cQ I C) x �-o x Ix N x rE x o Q0 FG O -,I' l0 O O O N I I o O N �' F- r- U -A 4I M � w 1- I� N N U1 I o CD o �D a N T Q0 0 0 0 N W Q W M a I C) x x Ix N x a x o H l o Qo Q', O d' �-O O O O N N N N 0 3 3 0 Ix N N O 3 O 1 3 3 x 1+ 0 0 1 3 1 0 C b) a' U a) I I r a I N -P C U P 0-d-rl d C: a) I -rl p, Q, m+HU)(n I I o O N �' F- r- U -A 4I M � w 1- I� N N U1 I o CD o �D a N T Q0 0 0 0 N W Q W M a I C) x x Ix N x a x o H l o Qo Q', O d' �-O O O O N Ln N Ln M O O CC) 1` Ln O O —1 P U N N N 0 N 3 3 0 Ix N N O 3 N I a 1 0 0 1 1 O C ZP a I N -P C U as a M+N Ln N Ln M O O CC) 1` Ln O O —1 P U G O U O N S -I b 0 O U 0 O a tt� 1'7 W N . r—1 0 .r-1 Q., O >1 rd b a 9 a F N 'T 9 N O CO 00 O N M m m�� O N O rl N Ln Ln N Q0 N -� 00 O N CO M d' O (N O Ci M N 00 0 --1 --1 -H U +J 4-J +-) W x co co H a) xrl b) x x � �gxxgzx m N m LO "T Ln d' M o �' -I Ln 0l N M N f- 000-�m �� Ln O N m 00 \ O O N M, -1 b U al b) pql 0 0 0 rl +) +) +) Ul I N cd FC >axGn-)xx 00 Ln O Ln O O N QO M O • bl M 00 O -1 O � m N o U]mON Lnm \ 00 4' O O 00 U O N O d N a� tri ro HI 000 -- -H --1 rl -0 +) -P D x rx z N co L- M -I O O -I O O 000C� �-O to N O O -I O O O O O M* AH W N .H 0 .H i••) W 0 rd b O C4 m o�I'll �Q O N �- �o-A co o�-ODo O Q0 l0 (DO N O H H H Appendix C — Photometric Calculations for Areas that Required Further Investigation � a Q 5� •L LL W V Q O L U W r a „ Lu O Q /Vw _Z J � 3 s 2 N d t O Z 5uI 2 n N w W W Q a Z t� N W M coI� I� I- J c mcn m W O m U) 3: ch m W m 15 L i m a) Q V C C > N L 3 E w o a� _3 Cl) 2 2 C/5 cn in co Lq LO LU o J � N J O O E J O C6 c) L) m r_ E � J C E E J J Ln 0') > M M J o 0 J O L O E U � a) 4) O U � d > J O O O O J L O 41 — V E C7 E O= m _m v N V W td = — V a � V � 20 O V M R �# O U) 3 L; ` N m w n N w W W Q a Z t� N W M coI� I� I- a) V� /M r N 5 C: J mcn m U) 3: m 15 L m L Cl) 2 2 C/5 cn a) V� /M r N 5 C: 75 n, Q M U 75 W d H CL 0 O o Q N O CL O `nom a)W O 00 � co C) a LL O J � J O w C d E 3 J � lC�f-O Q R r— Cfl E O N J O +�+ O H O O O O O O O O ■ _ co L > C d co CO n X 0 0 0 0 0 0 0 a O rn rn rn rn rn rn rn ++ _ VMO = .0 C) O y 2000 O E co p U E � J - (6 tmJ c) to c U 0 0 0 0 0 0 0 x Cl) O r- 0 ONO �� U Qcn 0 Lo LO Lr) V �nU~ ;LOo— a C) - C) rn C U 'd 'd O O O O O O � LL N M O N M� i(ri i O�M�Ci7 co M� lfi (fl O N N O + O V co Q NO o .� O CO •O E � > *� co co coM coM coM coM coM coM coM rn rn rn rn rn rn rn Lo Q � .N U JI JI = U J� � 0 0 0 0 0 0 0 a w MLL N N N N N N N = L O c 3 w -a 4- N N N N N N N T0) C O 0 0 0 0 0 0 0 CQ N E m 2 C) �I U J ; J N E d � � � � � Ln Ln Q w >� c� 1 �� O i N ti m �I ca � CO U Q Q C BOO N C Z '6 '6 (Q L cn N a) L a--� O O O .X z-iao°o° Z U W D J J � N co M� lfi (fl ti cn N Q Ln r �T Lf a i L LC (5) m Q0 0 • Ln CC) 'T C- o, Ln oo o m 0 Ln r- a 6 --i a, N Ln r- Ln a o Ln E- rl c, Ln cc O M d' N Co oc�) Ol OC-) *c Oc; c o, N O N O a co a_ 7t 0 N ti _N cu 0 N (6 CO n O 3 i -0 p O U u CL N E C) A- w m U- = Z 0) O 0 coL ti V LLL Lo C) N O N O a co a_ 7t 0 N ti _N cu 0 O > C Q O 0 co `^ u CL N U A- w m U- = C O os �o � � �2 Co � w J u O J C m y O C3) co c m L +� — p O O X uzc)L1 N O N O a co a_ 7t 0 N ti _N cu 0 D LU J d 3 C d Q C� LL 0 U) $ W O V w Q L O L r W y 0 - Lu O w _Z J 2 w N O 3 t O Z 5uI 2 cn w W CW G Q Q a Z t� W M coI� I� I- to I~ c crMJ E LU o LOLO r^o vJ co^^ rrte VJJ LU L Q d � m L c m 3 a� C > w N o _3 _ in co LU Lq (C) o L > J O N J O O Cl) 2 2 C/5 cn V C � EN J m E J O O CN C E J LO LO E J > M N J J 0 O 0 0 O L O E U = N O U O � U (n "L y J U LLJ O O N +L+ m ci O ca V Lr- m v E x x V 3 0R w v C V = a) W 3 3 O L OI W LU m cI N m cn w W CW G Q Q a Z t� W M coI� I� I- to I~ O I M I O I (0 crMJ r^o vJ co^^ rrte VJJ >> m L L m U) _ L Cl) 2 2 C/5 cn O I M I O I (0 M ry x _O w CD 0000000 LU N .2 E � C:) O L) N U) ED - I-- < a ai co O a O O LL O X m� J � N M� O V m J O M M M M y M M C d E X X X X 3 J>C X M M N Oo Q X R f- X X E L lC J x X x X 0 Q H O O O O O O O Q X H Z LO v of of of of j Q N Lo � wwwwwww C d co Q0 •L 0 0 0 0 0 0 0 a 05555555 pp ++ ECO MO = -0 p 0 C) O CO p U wwwwwww E CJS (6 a�� J J J s= U x M co O f-- O p� U J C Qcn m �o-o Co m m L ti m m O 0 0 0 0 0 0 0 ' 0 0 M QLO 000 0 0 0 Od X X c �LLUU NI NI NI X NI � m m m m m 01 co N 0 a) >1 LU 3 ai 0 > a O ao v E > �% *' C C 1 m U JI JI � _ 'O O Q � a LU M co � O cv � C c U J � �+ M� 3 *. - cD LO CO I� I r O N ai = C) O N 0 C4 ¢1 Cn � >1 O i N ti �1 d a Q � J C� of L L , a- Q) O O m - L C _ N m�� — O O a) f6 -i U) z�aOfOf t�ZUJ D 0000000 N� O O O O X m� o O � N M� O V m M M M M M M M X X X X X X X X X X X X L x X x X X XXX X of of of of of of of � wwwwwww wwwwwww U% J J J J J J J C m m m m m m m O 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 Od NI NI NI NI NI NI NI � m m m m m m m Q�JQQQQQQQ C Z J J � N M� LO CO I� N O CD W t� N �n OCD oc OCD OCD oc OC) oc OCD oc oo oc a �.o r r N Lf co 110 x j 0 c 0 •O • •O • •O • •O • • • • • d"c 110 Ol G M N Lf Ln rn c N ff cq •o ec •o •c •o •c •o • • • •- • oo Cl rn o ' > zzs, Lc Ln r- a o �,o (v CD 1-0 G) r3-0 o o O p Ego •o • •o • •o • •o • 0- • • � J (6 .0 (D O r-- 0 � � � LC � ff Cl) z •CD ,C OCD OC OCD OC •o• •• •• co0 V Lo C) •o• co0-)N r -I l9 u-) r- oc rn c c'') r o, •O • •O • •O • •O • • • i • l9 [� O Lf LO O 0 6l dv LO F- OJ 9 N IT ffr •O • •O • •O • •O • •`J' • •� • rn ff M N o 1-0 D > (n COo --i v *' U) •o • •o • •o • •o • •- 0-1 •- • y t3 N N (13 M n co OC m a W Co LCLU 0,:; .1 C; oc OCD el OC) oc oc; c C� 3: 0 -Fu O = - (D p C = C J U) o .� 4- 0 p O O LLI (0 > > uz0-1 0 0 SQ G a. 3 O M LU 3 Z m Q Q d O L LL LU L>LUW a , LU r Q � _Z 3 O 7 R t a1 N d t O Z 5uI 2 cn w LU LU G Q a Z t� LU M c co W E LU o LOLU VJ Y L Q d � m L c m 3 a� C > w N o _3 in O m = W Lq O Y M a L J N J O O Cl) 2 2 C/5 cn E J O I- V C � m E J O L6 C E J L N E J mM M J J 0 O 0 0 O E U 3 N O U O � m > J O O J L — cmi E ui U o m :� = L) E N td ;FV W — L) � w Nm w V 20 a) a � V R 3 �# > L O M O Lf� �. J cn w LU LU G Q a Z t� LU M 0 CD O LO cn cj a) c iq co W co VJ Y m L L m O E Y Y O) a L Cl) 2 2 C/5 cn 0 CD O LO cn cj a) c iq 75 n, Q M U 75 W d H CL 0 0 o Q N CD CL O `nom a)w O 00 � co C) a LL O J � J O y C d E C 3 � J >C O O Q @ 00 Cfl LO E O N m f� J O C O 0 � H O O O O O O O O O O O O O ■ �cflLO0 ~ � � rn rn rn rn rn > . . . Q Cl) rn rn rn rn w+ C co Q0 w rn aLo O 07 07 67 67 67 67 67 N N N N N N CD p O C_LON- 3 .r -0 p C X20-0 O CO p U E 0 J - � 0 0 a) LU U—�� 0 0 C U 0 0 0 0 0 0 0 0 0 0 0 0 0 x o Ln O f� O co N o p U Q cn � 0 0 0 0 0 LO �C? � � o 0 0 0 0 0 00 00 00 00 00 00 �C?�C? � � �C? 0 0 0 0 o 0 0 N N N N N C U a a 0 0 0 0 � � 0 0 0 0 N N N rn -J�UU O O O O O O O O O O N N M i O N� Co 00 C, Lo X� N O @ U U U N E N T d' fn U U U U @ I � U U � Nol o '� ++ O +- NI 0 NI 0 NI 0 O .� E 0 �% w (v O NI 0 NI 0 NI 0 NI 0 O NI 0 NI 0 Lo U JI JI _ 7 U J� L w 0U a C � E = U � co �s CL _r_ �v� NJ fC @ ��I Of 70 to p p N N J> J O J N 0 0 0@@@@ Q w O O � �I �I O L p ti �I U d O @ �I �I +� C CO U d Q m . +-� O Co 0 .X co A O l6 N O O zJaof� V W D f� rn rn rn rn rn rn rn rn rn rn rn w rn o�� o 0 0 0 0 0 0 0 0 0 � 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N U U U U U U U U U U U U U � NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NI 0 NJ fC N ��O)��0�� N N N 0 0 0@@@@ O N Z N O �-o M p 0-) 0 co N 0 0 M a Io o co (6 Qo m Lc Qo m m a Nco 'd, I -Q c0 ' Qo mLc oz) • • Ln c O L-- In l9 f�Lc Qo O Ln ff Ln cc M T Q N � CD coLo T IL Ln Qo Ln cc 3 O O :3J,I- (6 c0 6l rl M / ) V . . Ln L- Ln N Ln 0) p f-- p • o L- � rn I -m Lf L Co co 0 o� a1 t` 'j, Ln o) 0 .� Lo i ti V Lo Lo M ofO 6 N L o Ln Lna m Lf- • • Ln a'l' Qo Qc m Qo cc O 0 QQ M cc 'ZI O U) M N Qc N N T o-) cr M C p • • Ln cc L-- Ln M O wCID C _ 7 U 6l Lr Qo c t O Ln Ln Lo Lc N �c Ln Lc 1' Lf) O iC (D LU � U a C U . Ln Ln r Lr �T t -o �o M oc a Q o Q = 7. +� +—� ca CQ O C CL _r_ g 70 (n 0) J 0 o N c o w i J O y p F-- 0) O d �L c NC: CC� LCL L SG � G U) W O V � Z O Q � L L O 3 L L _E W W W a N W r w+ Q O _Z � v? J R O w C R 5uI 2 O O O � N a N m co - > d V "-' cn O 0 0 a` cn w W W Q Q a Z t� W M c MJ E LU 0 N 0 rcr^o vJ co -0 ~o M Mm U15 LU Y ti CO L Q d � o >� LC> 5 3 a� 3 w T 0 o LO 0 C/5 co = LU o T L M J J O O Cl) C 2 C/5 cn V � J N E J O C T C E \ LO LO M E 3 J M T � J J O LO T o_ J m > J O OO O 'o O V E U O= O _O v E O N td ;FV W — � w N w V 20 a) a � VO R 3 m �# > L M O Lf� �. J cn w W W Q Q a Z t� W M MJ N rcr^o vJ co -0 ~o U15 Y ti CO a) o >� LC> 5 C/5 L Cl) 2 2 C/5 cn N O -0 ~o ti CO a) o LC> 5 C/5 75 n, Q 0 M U 5 W d H CL 0 0 o Q N CD CL O `nom a)W O 00 � co C) a LL O J � J O w C d E 3 J!_COOM Q R M L E L J O O 0 H O O O O O O O O O O O O O O Lo 7 Q co r- C d co Q0 '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a O rn rn rn rn rn rn rn rn rn rn rn rn rn rn O =rn�0 3 .r C -0Opp O CO p U E � J - (6 a) LU U—�� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x LOM Or-- 0 cno p� U Qcn Co ♦♦♦♦ ti V Lo U $- MNN � ti ti ti ti ti ti ti ti ti ti ti ti ti ti Q N O ca O ��0/ aN+ Cn Cn LL LL U U U m�w�� 0000 _rn X�m .-. N T i O � M� Cfl i i O � M� CO @ Q C.0 co O NO E T CY cn co 0 0 0 3 ai NI CL c coo :� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --777777777777 4 - CD 0 Q) *1_O -� t0 Jo J� _ O H O _j O (B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � aWm>�U N N N N N N N N N N N N N N O1 "+ E c L T m 3 *+ �_ j } c0 N N N N N N N N N N N N N N U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 p E N G J J N w >� "NUFF �I �� O y N p ti `> fC N N N N � � � � � � � � N N ca N J C CO U Q Q C C Z — O O > X f6 All�-4 stn J J � N M� lfi (O 1� ap O O � z -iaof�V z W W 0 N M M O 9 Ln O N N 11CO N • •' • ON • •M • /�/�� O N /'c�o [ M aocr O N •� i O o Ln Cr (5) Ln O cl, �D c QO r •-d • •-� • •N • •M • O r7 Ln LC N Ln cc N OJ lfl oc r •-' • •--' • ON • •M • _ _ O M O co CO N L Lo • •-d • •'� • ON ON •M • _ -0 O � O C E c9 O rl rlLr, Cl) M /1� ) J M [- r -I rl V CV O f-- O L ti Co co o o r-- cc o O O o N V Lo ti U ti n i • •`� • •N • •M •CU O •`� •r' • d'cc Ln N QO N a N M [- — N N O +� o •'� • •,--' • ON ON •M • _ O r- N Ln cD O of N 61 M cc M Q0 M Q •O •� • •� • • • ON • •M • O m 4- O N awcoa) Ln N N N Ln o, of 3: C: 0) N _ _ Q >JU) c0 CD CD O y 0 0 J F-- 0 O O.a L CO R 'L L O - 0 0 > X cu > > uZWW 0 Appendix D — VOMP Police Department Correspondence From: Joseph M. Vondra, PE, LC Sent: Monday, June 06, 2016 11:12 AM To: 'Eterno, Mike' Subject: RE: VOMP Street Lighting AM Thank you for the response. No worries in the delay, your timing is perfect as I just received a request to meet with Public Works tomorrow. I will incorporate your response into the report and discuss tomorrow. Thanks again! Joe From: Eterno, Mike [mai Ito: M Eterno@)mountprospect.o Sent: Monday, June 06, 2016 10:56 AM To: Joseph M. Vondra, PE, LC Subject: RE: VOMP Street Lighting Joe, I apologize for the delay in responding to your email, but I was out of the office a good portion last week, due to meetings and other commitments. We did speak and while it would be great to install street lights in all of these locations we understand that's not a logistical possibility. And as such we believe the following locations, based on the volume of pedestrian and/or bicycle traffic, would benefit from the installation of street lights: • Busse Road * 1® to Algonquin Road * Dempster Street to Golf Road • Dempster Street o Redwood Drive to Elmhurst Road • Golf Road (IL 58) o Goebbert Road to Mount Prospect Road • Main Street (IL 83) o Central Road to Camp McDonald Road • and Road o Central Road to Euclid Avenue I hope this helps and again, I apologize for the to response. Please let me know if you need any additional information or any other assistance. ME 11like Eterno Deputy Chief of Police From: Joseph M. Vondra, PE, LC [maiIto:ivondra0)ciorba.corn] Sent: Wednesday, June 01, 2016 2:52 PM To: Eterno, Mike Subject: RE: VOMP Street Lighting Mike, Just checking in to see if you have had a chance to discuss this. I'd like to submit to Public Works next week and want to make sure my ducks are in a row. Thank you, Joe From: Eterno, Mike [mai Ito: M Eterno@)mountprospect.org Sent: Monday, May 23, 2016 5:51 PM To: Joseph M. Vondra, PE, LC Subject: RE: VOMP Street Lighting Field Operations Division A-1 Mount Prospect Police Department 112 E. Northwest Highway Mount Prospect, IL 60056 (847) 870-5679 (847) 392-1070 - fax meternoCcDmountprospect.org From: Joseph M. Vondra, PE, LC [maiIto:ivondra0)ciorba.corn] Sent: Wednesday, June 01, 2016 2:52 PM To: Eterno, Mike Subject: RE: VOMP Street Lighting Mike, Just checking in to see if you have had a chance to discuss this. I'd like to submit to Public Works next week and want to make sure my ducks are in a row. Thank you, Joe From: Eterno, Mike [mai Ito: M Eterno@)mountprospect.org Sent: Monday, May 23, 2016 5:51 PM To: Joseph M. Vondra, PE, LC Subject: RE: VOMP Street Lighting I wanted to let you know I have received your email and I will be meeting with my supervisory staffweek.. we've had a chance to sit downdiscuss, ME From: Joseph M. Vondra, PE, LC fmailtoJvondra@ciorba.com] Sent: Thursday, May 19, 2016 1:30 PM To: Eterno, Mike Subject: VOMP Street Lighting Deputy Chief Eterno, My company is working for the VOMP Public Works department, studying the potential installation of new street lighting along several key routes within the Village. At this time, there are no definite plans to install additional lights, but Public Works has asked us to identify the potential cost as well as recommend a plan for installation. This study will be included in the Village's 2016-21 strategic planning process. We recently completed a survey of the key routes and have identified the locations listed below for the installation of street lighting. As part of our recommendation, we would like to include input from the VOMP Police Department. Your input will be considered along with traffic volumes, adjacent land use and roadway configuration to prioritize these potential improvements. Can you review the list below and identify locations that, in your opinion, will benefit the most from the installation of street lighting? Feel free to add other comments such as high accident locations or other concerns that you may be aware of. • Algonquin Road o Busse Road to Elmhurst Road Field Operations Division Mount Prospect Police Department 112 E. Northwest Highway Mount Prospect, IL 60056 (847) 870-5679 (847) 392-1070 - fax meterno(c�mountprospect.orq From: Joseph M. Vondra, PE, LC fmailtoJvondra@ciorba.com] Sent: Thursday, May 19, 2016 1:30 PM To: Eterno, Mike Subject: VOMP Street Lighting Deputy Chief Eterno, My company is working for the VOMP Public Works department, studying the potential installation of new street lighting along several key routes within the Village. At this time, there are no definite plans to install additional lights, but Public Works has asked us to identify the potential cost as well as recommend a plan for installation. This study will be included in the Village's 2016-21 strategic planning process. We recently completed a survey of the key routes and have identified the locations listed below for the installation of street lighting. As part of our recommendation, we would like to include input from the VOMP Police Department. Your input will be considered along with traffic volumes, adjacent land use and roadway configuration to prioritize these potential improvements. Can you review the list below and identify locations that, in your opinion, will benefit the most from the installation of street lighting? Feel free to add other comments such as high accident locations or other concerns that you may be aware of. • Algonquin Road o Busse Road to Elmhurst Road • Busse Road 0 1-90 to Algonquin Road o Dempster Street to Central Road • Central Road o Emerson Street to Edward Street • Dempster Street (IL 59) o Redwood Drive to Elmhurst Road • Euclid Avenue o Rand Road to Des Plaines River Road • Golf Road (IL 58) o Goebbert Road to Mount Prospect Road • Main Street (IL 83) o Oakton Street to Sunset Road o Central Road to Camp McDonald Road • Rand Road o Central Road to Euclid Avenue o Euclid Avenue to Camp McDonald Road Please contact me with any questions of if you prefer to discuss this over the phone. Thank you for your assistance with this study. Joe Joseph M. Vondra, PE, LC 1.....liglhtliing, Traffic a:::>lignzil & Il TS li=:"iroect Ii:: ingliineeir CIORBA GROUP I Coinull6i ng li:::: i nglineeirs 5507 North Cumberland Avenue, Suite 402 Chicago, Illinois 60656 (773) 355-2964 - Direct (630) 606-8594 - Mobile (773) 775-4009 - Main (773) 775-4014 - Fax ivondraOciorba.com www.ciorba.com Follow us on Linkedln Appendix E — Electricity Charges Calculations Averaae Monthly Electricitv Charaes (2015 Month Amount January $ 8,998.82 February $ 6,694.76 March $ 6,598.78 April $ 5,028.99 Ma„yes $ 4,693.42 4H4e 1,2sg.2 0 i T� $ 1,523.97 August $ 4,692.25 September $ 5,015.68 October $ 5,866.08 November $ 6,354.91 December $ 7,216.99 Average: $ 6,200.00 Year (Avg. x 12): $ 75,000.00 Note that the months of June and July were not included in the average because they were abnormally low when compared to all other months. Dollar per Watt Calculation Currently installed inventory: Type Wattage Quantity (1) Input Watts (2) Extended Watts 50 44 64 2,816 70 21 87 1,827 100 7 120 840 150 232 183 42,456 HPS 175 1 208 208 200 52 240 12,480 250 191 305 58,255 400 244 478 116,632 150 88 175 15,400 175 2 208 416 MV 200 2 244 488 250 24 291 6,984 400 1 456 456 100 equiv. 5 100 500 LED 200 equiv. 2 150 300 250 equiv. 65 200 13,000 50 20 70 1,400 Halogen 250 1 305 305 50 11 70 770 MH 250 7 291 2,037 Totals: 1,013 275,533 Installed Load 275,533 (Watts): Yearly Electric Cost: $ 75,000.00 $/W $ 0.28 Note 1 — lamps of an unknown wattage were assigned to the most common wattage for that light source type. Note 2 — input watts are based on GE ballast data at 240 volts. Proposed Street Lightin_g Annual Electricity Charges Calculation Corridor # of Luminaires Input Watts Extended Watts Algonquin Road 65 130 8,450 Busse Road 34 151 5,134 38 148 5,624 14 222 3,108 55 88 4,840 Central Road 22 189 4,158 Dempster Street 48 196 9,408 Euclid Avenue 7 7 196 15,092 79 274 21,646 Golf Road 91 274 24,934 Main Street 123 130 15,990 36 222 7,992 66 151 9,966 19 274 5,206 Rand Road 77 151 11,627 12 274 3,288 48 130 6,240 Totals: 904 162,703 Extended Watts: 162,703 Number of New 904 Luminaires: Watts/Luminaire: 180 Luminaires Quantity Watts per Luminaire $/W Annual Cost New 904 180 0.28 $ 45,600.00 Retrofit 1,013 180 0.28 $ 51,100.00 $ 96,700.00 Appendix F - Maintenance Expense Calculations Year Work Order # # of Electrician Hours with No Cost Electrican Labor ($36.52/hr) Other Labor (from Work Order) Total Labor Benefits Vehicle & Materials Total 2014 869899 24.0 $ 876.48 $ 3,283.44 $ 4,159.92 $ 4,159.92 $ 1,733.68 $ 10,053.52 2014 869900 $ - $ 1,026.60 $ 1,026.60 $ 1,026.60 $ 606.25 $ 2,659.45 2014 869913 4.0 $ 146.08 $ 170.96 $ 317.04 $ 317.04 $ 336.81 $ 970.89 2014 869914 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 168.40 $ 485.44 2014 877293 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 277.53 $ 515.31 2014 877295 0.5 $ 18.26 $ 21.37 $ 39.63 $ 39.63 $ 61.99 $ 141.25 2014 901396 $ - $ 2,257.68 $ 2,257.68 $ 2,257.68 $ 1,896.64 $ 6,412.00 2014 901397 $ - $ - $ - 2014 901398 $ $ $ 2014 901399 $ $ - $ - 2014 901400 $ - $ 2,154.60 $ 2,154.60 $ 2,154.60 $ 5,879.72 $ 10,188.92 2014 907477 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 68.26 $ 226.78 2014 907478 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 124.45 $ 282.97 2014 907479 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 78.07 $ 236.59 2014 907480 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 134.26 $ 292.78 2014 907586 0.5 $ 18.26 $ 21.37 $ 39.63 $ 39.63 $ 39.05 $ 118.31 2014 907587 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 331.69 $ 490.21 2014 907595 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 331.69 $ 490.21 2014 907816 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 83.08 $ 241.60 2014 907904 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 83.08 $ 241.60 2014 907910 0.5 $ 18.26 $ 21.37 $ 39.63 $ 39.63 $ 41.29 $ 120.55 2014 907916 0.5 $ 18.26 $ 21.37 $ 39.63 $ 39.63 $ 41.29 $ 120.55 2014 907992 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 566.94 $ 804.72 2014 907994 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 359.25 $ 676.29 2014 907995 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 359.25 $ 676.29 2014 908002 1.0 $ 36.52 $ 51.34 $ 87.86 $ 87.86 $ 126.64 $ 302.36 2014 908003 1.0 $ 36.52 $ 51.34 $ 87.86 $ 87.86 $ 126.64 $ 302.36 2014 908005 1.5 $ 54.78 $ - $ 54.78 $ 54.78 $ 328.94 $ 438.50 2014 908006 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 174.46 $ 491.50 2014 908192 0.75 $ 27.39 $ 32.06 $ 59.45 $ 59.45 $ 56.30 $ 175.20 2014 908194 0.75 $ 27.39 $ 32.06 $ 59.45 $ 59.45 $ 56.30 $ 175.20 2014 908195 0.75 $ 27.39 $ 32.06 $ 59.45 $ 59.45 $ 56.30 $ 175.20 2014 908196 0.75 $ 27.39 $ 32.06 $ 59.45 $ 59.45 $ 56.30 $ 175.20 Year Work Order # # of Electrician Hours with No Cost Electrican Labor ($36.52/hr) Other Labor (from Work Order) Total Labor Benefits Vehicle & Materials Total 2014 908257 0.75 $ 27.39 $ 32.06 $ 59.45 $ 59.45 $ 87.23 $ 206.13 2014 908260 1.5 $ 54.78 $ 64.12 $ 118.90 $ 118.90 $ 232.80 $ 470.60 2014 908262 1.5 $ 54.78 $ 64.12 $ 118.90 $ 118.90 $ 246.64 $ 484.44 2015 909861 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 71.23 $ 229.75 2015 909862 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 71.23 $ 229.75 2015 909863 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 71.23 $ 229.75 2015 909864 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 71.23 $ 229.75 2015 909865 2.5 $ 91.30 $ 106.86 $ 198.16 $ 198.16 $ 307.26 $ 703.58 2015 909866 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 276.96 $ 594.00 2015 910336 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 276.96 $ 594.00 2015 910337 1.0 $ 36.52 $ 51.33 $ 87.85 $ 87.85 $ 71.23 $ 246.93 2015 910339 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 276.96 $ 594.00 2015 910341 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 337.58 $ 813.14 2015 910342 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 337.58 $ 813.14 2015 910686 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 187.28 $ 504.32 2015 910697 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 172.56 $ 489.60 2015 910698 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 172.56 $ 489.60 2015 910700 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 172.56 $ 489.60 2015 910701 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 172.56 $ 489.60 2015 910704 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 449.49 $ 925.05 2015 910931 $ - $ 64.11 $ 64.11 $ 64.11 $ 48.45 $ 176.67 2015 911036 $ - $ 256.44 $ 256.44 $ 256.44 $ 449.49 $ 962.37 2015 913520 2.5 $ 91.30 $ 106.86 $ 198.16 $ 198.16 $ 217.58 $ 613.90 2015 913521 3.75 $ 136.95 $ 160.29 $ 297.24 $ 297.24 $ 494.94 $ 1,089.42 2015 913522 42.0 $ 1,533.84 $ 1,795.08 $ 3,328.92 $ 3,328.92 $ 1,384.04 $ 8,041.88 2015 914432 6.0 $ 219.12 $ 256.44 $ 475.56 $ 475.56 $ 1,208.61 $ 2,159.73 2015 914433 6.0 $ 219.12 $ 256.44 $ 475.56 $ 475.56 $ 1,236.78 $ 2,187.90 2015 914436 5.0 $ 182.60 $ 85.48 $ 268.08 $ 268.08 $ 187.28 $ 723.44 2015 914448 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 184.14 $ 501.18 2015 914449 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 60.63 $ 219.15 2015 914542 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 78.82 $ 237.34 2015 917908 4.0 $ 146.08 $ 205.32 $ 351.40 $ 351.40 $ 2,561.77 $ 3,264.57 2015 917909 4.0 $ 146.08 $ 205.32 $ 351.40 $ 351.40 $ 476.93 $ 1,179.73 2015 918291 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 169.42 $ 486.46 2015 918292 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 72.71 $ 231.23 Year Work Order # # of Electrician Hours with No Cost Electrican Labor ($36.52/hr) Other Labor (from Work Order) Total Labor Benefits Vehicle & Materials Total 2015 918293 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 72.71 $ 231.23 2015 918304 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 72.71 $ 231.23 2015 918305 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 72.71 $ 231.23 2015 925672 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 72.71 $ 231.23 2015 925673 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 74.11 $ 232.63 2015 925674 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 71.46 $ 229.98 2015 925738 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 60.63 $ 219.15 2015 925739 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925740 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 72.40 $ 230.92 2015 925741 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925742 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 76.01 $ 234.53 2015 925743 1.0 $ 36.52 $ 21.37 $ 57.89 $ 57.89 $ 41.14 $ 156.92 2015 925745 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925747 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925748 0.5 $ 18.26 $ 21.37 $ 39.63 $ 39.63 $ 40.43 $ 119.69 2015 925951 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925958 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925959 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 169.42 $ 486.46 2015 925960 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 71.23 $ 229.75 2015 925963 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 184.14 $ 501.18 2015 923273 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 142.45 $ 459.49 2015 926310 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 153.05 $ 470.09 2015 926311 4.0 $ 146.08 $ 170.96 $ 317.04 $ 317.04 $ 398.20 $ 1,032.28 2015 926312 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 229.58 $ 705.14 2015 927396 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 426.78 $ 902.34 2015 927397 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.75 $ 229.27 2015 925598 4.0 $ 146.08 $ 170.96 $ 317.04 $ 317.04 $ 293.52 $ 927.60 2015 925599 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 69.95 $ 228.47 2015 928600 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 69.95 $ 228.47 2015 928601 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 73.77 $ 232.29 2015 928604 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.96 $ 229.48 2015 928620 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.96 $ 229.48 2015 934481 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.10 $ 338.88 2015 934482 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.10 $ 338.88 2015 934483 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.10 $ 338.88 Year Work Order # # of Electrician Hours with No Cost Electrican Labor ($36.52/hr) Other Labor (from Work Order) Total Labor Benefits Vehicle & Materials Total 2015 934484 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.10 $ 338.88 2015 934500 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.27 $ 339.05 2015 934501 4.0 $ 146.08 $ 170.96 $ 317.04 $ 317.04 $ 418.82 $ 1,052.90 2015 934502 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.10 $ 338.88 2015 934503 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.27 $ 339.05 2015 934504 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.27 $ 339.05 2015 934505 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 270.04 $ 745.60 2015 934506 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.27 $ 339.05 2015 934507 1.5 $ 54.78 $ 64.11 $ 118.89 $ 118.89 $ 101.27 $ 339.05 2015 934513 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 69.95 $ 228.47 2015 934515 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 69.95 $ 228.47 2015 934516 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 170.60 $ 487.64 2015 936197 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 231.22 $ 706.78 2015 936198 $ - $ - $ - $ 711.24 $ 711.24 2015 936199 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 358.20 $ 833.76 2015 936201 4.0 $ 146.08 $ 170.96 $ 317.04 $ 317.04 $ 716.66 $ 1,350.74 2015 937419 2.5 $ 91.30 $ 235.18 $ 326.48 $ 326.48 $ 2,438.47 $ 3,091.43 2015 937420 $ - $ 363.50 $ 363.50 $ 363.50 $ 2,637.64 $ 3,364.64 2015 937447 $ $ 683.84 $ 683.84 $ 683.84 $ 185.74 $ 1,553.42 2015 937448 $ $ 683.84 $ 683.84 $ 683.84 $ 185.74 $ 1,553.42 2015 937449 $ $ 683.84 $ 683.84 $ 683.84 $ 185.74 $ 1,553.42 2015 942316 20.0 $ 730.40 $ 1,881.40 $ 2,611.80 $ 2,611.80 $ 1,628.80 $ 6,852.40 2015 942537 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 151.96 $ 469.00 2015 942539 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 175.50 $ 492.54 2015 942543 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 70.96 $ 229.48 2015 942544 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 297.58 $ 614.62 2015 942546 8.0 $ 292.16 $ 292.16 $ 292.16 $ 98.84 $ 683.16 2015 942547 108.0 $ 3,944.16 $ 3,944.16 $ 3,944.16 $ 1,253.88 $ 9,142.20 2015 942548 108.0 $ 3,944.16 $ 3,944.16 $ 3,944.16 $ 1,253.88 $ 9,142.20 2015 942602 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 202.54 $ 678.10 2015 942603 40.5 $ 1,479.06 $ 1,730.97 $ 3,210.03 $ 3,210.03 $ 2,734.29 $ 9,154.35 2015 942604 40.5 $ 1,479.06 $ 1,730.97 $ 3,210.03 $ 3,210.03 $ 4,835.70 $ 11,255.76 2015 942605 40.5 $ 1,479.06 $ 1,730.97 $ 3,210.03 $ 3,210.03 $ 4,556.79 $ 10,976.85 2015 942606 3.0 $ 109.56 $ 128.22 $ 237.78 $ 237.78 $ 202.54 $ 678.10 2015 942607 40.5 $ 1,479.06 $ 1,730.97 $ 3,210.03 $ 3,210.03 $ 2,455.38 $ 8,875.44 Year Work Order # # of Electrician Hours with No Cost Electrican Labor ($36.52/hr) Other Labor (from Work Order) Total Labor Benefits Vehicle & Materials Total 2015 948982 8.0 $ 292.16 $ 683.84 $ 976.00 $ 976.00 $ 485.01 $ 2,437.01 2015 948986 8.0 $ 292.16 $ 1,094.48 $ 1,386.64 $ 1,386.64 $ 780.19 $ 3,553.47 2015 957175 1.0 $ 36.52 $ 42.74 $ 79.26 $ 79.26 $ 109.96 $ 268.48 2015 958162 $ - $ 51.33 $ 51.33 $ 51.33 $ 11.61 $ 114.27 2015 959004 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 262.58 $ 579.62 2015 959142 2.0 $ 73.04 $ 85.48 $ 158.52 $ 158.52 $ 85.63 $ 402.67 2015 959438 0.5 $ 18.26 $ 25.67 $ 43.93 $ 43.93 $ 42.84 $ 130.70 2015 959439 2.0 $ 73.04 $ 102.66 $ 175.70 $ 175.70 $ 627.96 $ 979.36 2015 959440 2.0 $ 73.04 $ 102.66 $ 175.70 $ 175.70 $ 1,492.74 $ 1,844.14 2015 959441 1.0 $ 36.52 $ 51.33 $ 87.85 $ 87.85 $ 63.61 $ 239.31 2015 959442 2.0 $ 73.04 $ 102.66 $ 175.70 $ 175.70 $ 172.28 $ 523.68 2015 959443 3.0 $ 109.56 $ 153.99 $ 263.55 $ 263.55 $ 1,284.48 $ 1,811.58 2014-2015 Total: $ 184,379.67 $/Yr: $ 92,189.84 Say: $ 95,000.00 Agency: Village of Mount Prospect Project: Central Road Street Light Project Location: Central Road (Emerson Street to Mount Prospect Road) Phone B471870 -5E-40 Fax B47/253-9377- wwvv.ry")ouril.-,F)r-osp(-.-D(:.r.,.or,g Director Deputy Director Sean P.Dorsey Jason H.Leib Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 Request for Statement mfQualifications Delivered Via E -Mail DATE � February 6, 2017 FROM: Jeff VVw|becker,Village Engineer Village nfMount Prospect Public Works Department RE: Request for Statement of Qualifications Central Road Street Light Project Your finn is invited to submit a Staterrient of Qualificotions to become eligible for a possible interview for engineering services for the Central Road Street Light Project. Attached Vothis memmare I. A list of materials and information that should be included with Your Statement of Qualificotions (Exhibit A). 2� A general definition of the scope of work and a schedule of dates and requirements for the selection process (Exhibit B). 3. A map identifying the project location/lirnits, (Exhibit C). The Village of Mount Prospect appreciates your interest in this project. Any questions regarding this Request for Stmte/nent of Qualifications can be directed to Jeff VVu|becker, Village Engineer with the Village mfK8oumtProspect, byphone at847-870-5640oremai|atjm/u|beck@mountpnospectorg. Your letter and Stn&e/nent ofL] (two hard copies and one electronic cVm) should be forwarded to the following address and received no later than 5:00 p.m. on February 17, 2017, Mr. Jeff VVu|becker Village Engineer Village ofMount Prospect 1700 W. Central Road Mount Prospect, Illinois 60056 Exhibit A Requirements for Statement of Qualifications Agency: Village of Mount Prospect Project: Central Road Street Light Project Location: Central Road (Emerson Street to Mount Prospect Road) Your Stoternent of Quolifications should include the following information: 1, Narne, address and brief history of firm, 2. Organizational chart and resumes of key personnel to be assigned to this project. 3. Related experience during the last five (5) years. 4. Description of process to accomplish the required tasks of the project. This should include: a. An understanding of the project. b, Objectives to be met as part of the project, c. Your approach to completing the project, d. The projected number of hours to complete tile project broken down by task and personnel. e. A project schedule, rnmfiw: General Scope of Work Agency: Village mfMount Prospect Project: Central Road Street Light Project Locatioi Central Road (Emerson Street to Mount Prospect Road) There are existing streetlights on Central Road through much of Mount Prospect. But there is a gap between Emerson Street and just west ofMount Prospect Road. It isthe Village's intention to have street lights installed to fill this gap. MFT funding will be utilized for this project. 41 a minimum, the following tasks shall be included in the scope of services. Additional tasks, at the Consultant's recomomendadmn,will beconsidered bythe Village. Design Services: 1 Coordinate Project Kick -Off Meeting with Village Staff. 2. Perform field survey of topography, utilities, right of way features along the route of the proposed improvement. I Coordinate with Public Utilities. 4. Prepare complete construction plans, details, specifications, and bid documents. 5. Prepare preliminary and final cost estimates. 6� Prepare all required pert -nit applications and obtain approvals of plans and specifications from all appropriate agencies. 7� Assist with the bidding process. Construction Engineering Services: l. Coordinate a Preconstruction Meeting with Village Staff and the Contractor. 2� Provide horizontal and vertical construction layout of the proposed improvements asnecessary. 3. Provide construction super -vision and inspection. 4. Attend and conduct weekly construction coordination/status meetings. 5. Prepare continual construction pmnch-|ixt, G. Prepare bi-weeNypay estimates for contractor work performed. 7. Coordinate afinal inspection. 8 Prepare as -built drawings. Proi2,c,t Schedule Task Deadline Submit statenient of qualifications February 17, 2017 Select firms for interview February 24, 2017 Select firm and negotiate contract March 3, 2017 Award contract to consultant March 21, 2017 Kick-off meeting March 27 2017 Corriplete topo field work April 2017 ------------- Submit preliminary plans to Village May 2017 Submit final plans to Village June 2017 Bid opening July 2017 Construction Fall 2017 NRMAM Project Location/Limits Map Agency: Village of Mount Prospect Project: Central Road Street Light Project Location: Central Road (Emerson Street to Mount Prospect Road) AL, IA il ffif 4 5 vo ruJ-- ....... .. ... . ..... 4 Prepared for: Village of Mount Prospect Attn,Jeff WuIbecker, PE 1700 W. Central Road Mount Prospect, Illinois 60056 Submitted by: Hampton, Lenzini and Renwick, Inc. (HLR) 380 Shepard Drive Elgin, Hlinois 60123 Ph. (847) 697-6700 Fax (847) 697-6753 Questions can be directed to: Randy Newkirk, PE, CFM Design Engineering Manager. Ph (847) 697-6700 rnewkirk@hIreng.corn March 20, 2017 Mr. Jeff Wulbecker Village Engineer Village of Mount Prospect 1700 W. Central Road Mount Prospect, 11L. 60056 Hampton, Lenzini and Renwick, Inc. 001 Engineers - Structural Engineers - Land Surveyors - Environmental Specialists WWW,1111'E�11gineei ing.com RE: Request for Statement of Qualifications — Central Road Street Light Project — Detailed Cost Breakdown Dear Mr. Wulbocker: Attached is the detailed cost breakdown for the above referenced project, as requested. HLR proposes a not -to -exceed fee of $51,732. If You should have any questions or comments regarding our detailed cost breakdown, please feel free to contact me at 847.697.6700 or rnewkirk @hlreng.corn, Yours truly, HAMPTON, LENZINI AND RENWICK, INC. By: Randal G. Newkirk Design Engineering Manager D w I p�" IV IV(, JO "f Fjqr) I h oi' 00 0 540 `,�/00 I i 8"'l 69'� 67"L) 0 M) Td , 1 1)4 1 9 Mount Prospect - Central Road Street Lighting Project Design and Construction Hours IEmployee Classification I Task Description E6 E5 E2 T2 TI SUR SUR ENV 2 1 2 Direct Costs Hours S 3,1120 0 Fee 1, Design Services Kick-off Meeting and Field Review 3 3 6 S 771.00 Survey Control 12 12 Q 24 S 2,388.00 I opographic Survey 5 34 39 $ 4,133,00 Utility Inspection 8 8 16 1,59200 Coordination with Utilities J)esign JULIE L,ccate and Village GIS) 4 6 10 916.00 Prepare Voltage Drop and Photometric Calculations 16 16 S 1,64800 Prepare Coristrucl(crn Plans (Title Sheet, General Notes, `hart' Mary of 48 18 66 6,45600 Quantities, Lightig nPlar, Wining Diagram, Controller, and Details) Quantities, Prepare Bid DOCUrnent (Assurne LoqaalHy jet) V 32 32 S 3,296 00 F'repare Prehrninwy arid Finil Estirnates of Piobable Cost 8 I 8 S 82400 Coordination with ConrEd to prrmde electncaj feed 4 4 IS 41200 Obtain all Permits (None Anticipated) Assist with, Bidding Process 2 6 8 $ 92600 2. Construction Services (assume part-time 45 working days) P(ec,onstii,xtron Meeting 2 4 6 $ 700,00 Constn,ictron Layout (2 days for ead r side of pr ('.)ject) fhrrs rern could 6 16 $ 1 79200 also be inclucled in the construr;Uon contract C onstructicn supervision and inspection 208 208 $ 21,424 00 Attend Weekly Cons�rucltion Coordination Meclmg 4 12 16 S 1 81200 Prepwo Puocli-list 1 1 4 S 41200 Prepare by weekly pay estimatus 4 4 S 41200 Final Inspection 8 4 I 4 $ 41200 Prepare gas-b(.At diawmigs 2 6 S 042.00 3. Administration Consultation and Ccxerdination 2 2 $ 28800 QUalty Assurance 2 2 $ 28800 Project Adrninrstration 2 2 $ 288 00 Suld-Total 5 12 359 28 5 70 20 0 $ 499 $ 51,732.00 4. Optional Task I 1 IEPA M11) Fwrn 662 for Sort Dasposal 24 S 40000 1 24 S 3,1120 0 DESIGN E6 = Engineer Level 6 = Randy NewkHk, (Piqect sl,'arragerle E2 = Engineer Leved 2 = 06,Yi.ill (Design Engineer} T 1/72 "technician LevO 1,2 -- Maftsmen SUR 2 Survey Level 2 Enc Haglund (Survey klanagei) SUR I Survey Lever 1 Topographic Surveyor' ENV 2 f"nviironmental Scienfisl Levek 2 = Karen Kase (CC DD Speciahst) CQNSTRUqTjON E5 = Engineer Level 5 Scott Rodselit , x.mstrucfinn Manager) E2 = Eirigineec Level 2 Jarnes Chanineis (Resident Engmeer) Note Construction hours we estimated and subject to ad;ustnient based on n,e Contractor's appmved pogress schedule Mi February 17. 2017 Mr. Jeff VVu|b*ohe/ Village Engineer Village u[Mount Pmspao /7O0YV,Central [Road Mount Prospect, |L80O5O Hampton, Lenz;n^ an=��, Inc. Ciw| fngimeers"3ouctura| Engineers ° Land Surveyors ° Envlmnmenta]specxairsts �vmmh|rengineer|ngoom RE: Request for Statement pfQum|ificoUoos—Central Road Street Light Project Dear Mr. Wulbecker� Th,, N|iaQem mission locuon^ on advawuing ,ka cmnnxndys overzo quality and poturtia| dnough odw�,�tive k"'arammp and |*edi^g-edgeuervioeua|iven/. HLksx*nee n similar rnisoion'oits r|icima bypmvidimg |ewdemhipand service wewould want napmonn1ad in our own communKias,With ihal in mind, HLR is excited about the oppodunitym provide Mount Prospect with design, and cnnstmction oemiccuthat wiKw�U in �eohngegeiewuyinto OheVi||agc'a downtown dis\riclvia theCenba| Road 1,�trea1Ligh\Project. We believe mm' HLR has a h|gh|yqva||fied, oe��dy, and eager dcs/gn and construction team a"ai|ah|e and can mYprth* Village 1he(o||cmn8banmfiteon'his p,u[nur * Client Care Philosophy: HLR is dedicated to developing productive and long-lasting client relationships. Ourteam prides boe|fon working as an advocate fo,nu,clients and strives to provide the highest quality engineering possible, VVea|ov ume more about getting kdmnm right, and the relationships that we bui|d. than the bottom line. We will take responsibility for our recornmendations and will keep YO(Jr best interests irr mind at all times. * Well -Rounded Expertise: HLR is a full-service 8nn and can offer all the requested municcm in-house including survey, dnsign, bid ammistmnue, and nonstmchwo observation, In addition, our learn regularly completes design and construction projects for|onm| eQendea ffiat involve nomr6nofionw|1h the Illinois Department of Transportation VDOT> along with Surface Transportation Program (STP), Illinois Highway High Priority Pnqects (HPP). and Motor Fuel Tax (MFT) funding. " Value Engineering: WE., nye|}ze that the Village's budQet|s limited using MFTfvominA. MLR's proposed primary design engineer for, /his pn*eo1. Dirk YuiU, has over 30 years of experience developing cost-efficient sp|vdono for local agencies. He will help the Village "educe design expenses while never compromising quality, His significant experience |nlighting design and plan development will help avoid contractor extras, thus saving Mount Prospect on project costs. ° Stakeholder Communication Experience: Durieom brings years of mxpmrienoe on similar municipal improve men|o along heavily -traveled roadways whore businesses, ,emidmnts, and first responders equ|md constant coordination. VVe nam|iZe that community outreach is one of the most |rnponnm1 eapedS ofwhat wm do. This ensures all issues are considoredduring design and safety imatop priority during construction, We look forward to continuing to develop our relationship with the Village wid the opportUrlity of working together to make this project muuueao, if You shou|d have any questions or comments regarding our SubmitLa|. please 8ae| hn* to contact mo a/ 847.697.6700 or Yours truly, HAMPTON, LENZINIAND RENVVCK.INC. By� David H.Hfinkston PmaidenUCE0 CENTRAL ROAD STREET LIGHT PROJECT IN Table of Contents Section 1: Firm Information ....... —.............. ......... ............. ----............. —...... --_.............. —.............. ....... ...... --' . Section U:Pno.iectUnderstanding + Approach --------------.............. -----........... ---......... ................... 4 Section_Project Section MSimilar PmieuExperience ... —....... -----_--------........ ........ ----.................... ...... ... —......... —15 SECTION 1: FIFZIM INTRODUCTION A SERVICES ID Since 1965,H0has been working with communities mdesign vibrant places for people mlive, work, and play. Our doors opened When bcomes toengineering, we look at things differently than other firms because we know that every project is unique, and every client douamee their own solution. Our team will work with Village staff and stakeholders to understand your needu. the goals of each project, and figure out the best way to bring it all to life without a cookie-CUtter approach. Below, and in the following pages, we have provided additional details on who we are, what we do, and how we excel: Management Structure Since 1977, Hampton. Lenzni and Renwick, Inc. (HLR) has been providing professional consulting engineering services for pUblic-sector clients in Illinois Out Of its Elgin headquarters. In 1993, the firrn opened an office in Springfield, enabling LIS to provide engineering services to clients in central and southern Illinois. In 2011, we opened another office in Rorneoville, which has since moved to Woodridge, to better serve Our clients in the southwest Chicago suburbs. In the fall of2Q15. HLRooquied LamocEngineahng. Inc., based out ofMt. Cemoe|^ Illinois. Lameohas mlong and oucnemsfulhidoryof\heirown.providinBengineehngserviumssince1S3&Byjoiningforces.we*mah|ohoofferour clients superior customer service and abroad range ofengineering expertise, Today, the firm is led by a five -person Board of Directors and five additional officers of the company (all major shareholders). Because Our employees are our owners, we have an added sense of responsibility to ensure that our clients' needs are met and they are satisfied with the results. Office Locations We have four office locations throughOUt Illinois, making Us big enough to handle the largest projects, yet we're small enough to never lose sight of the personal relationships we make. 380 Shepard Drive Elgin, 1L80723 Tel (847) 697-6708 Fax (847) 697-6753 License and Certifications 6825 Hobson Drive, #302 VVoodOdgm.IL. G0517 Tel (847) 697-6780 Fax (847) 697-6753 38@5Stevenson Drive, #2D1 Springfield, IL 62703 Tel. (217)546-3400 Fan(2l7)546-8118 323 West 3rd Street Mount Carmel, |L628G3 Tel(w18)262-8651 Fax (618) 263-3327 HLR meets the appropriate state licensing requirements bpractice in the State ofIllinois and is also prequa(ified by the UlinoisDepartment cdTransportation VD0T in21categories, VVehave provided acopy ofour |nOTpoequoU5naVon letter and State of Illinois license on the following page. No Conflicts of Interest HLRdoes not have any personal or organizational conflicts ofinterest with the Village ofMount Prospect. Additionally, if selected for Village work, the Nnn will forgo contracting engineering work for any future non -municipal -funded development Pnolookointhe Village, Statement ofClaims/Civil Act ions/Terminatio ns/Finamia{Standing There are nopast or present civil or, criminal legal investigations, mvpertinent litigation, and/or regulatory actions taken against Hampmn. Lenzini and Renwick, Inc. or any ofour employees by state regulatory bodies or professional organizations. The firm is in good financial standing and has never defaulted on a contract orfiled for bankruptcy. Additionally, the firm has never been terminated for a project by any client due to poor performance. n�mpmn �eozmia^uRcovncx1xc1 SECTION 1: FIRM INTRODUCTION + SERVICES IDOT Pre -Qualification Letter and State of Illinois Professional Design Firm License: ;�ebnjtiry 23 2016 Sobrect PyIEUMINARYENGMHUNG D"'rp knkslofl liPJ,411pr)N,Rkl`NZP411ANO RLNWI('1K INC W $717.10 011- Upm IL 90FV4 Dee, D0,4 Pfif,lk-AWt We haw, caoroeted our w1few Wyo., M Fperi'qrlcv Auld I-inarrual Coridoon� (LG�w Fhrtr pad} wry-iteci ba tvw fiscal yearendinq Din 31 2014, "fawn"fawnZS r"'14 I(Aal r'(ojaruy' tjor, r�ap"'Iy iff tntj $20 oty)Con Your riim s Itayroft rwotew� zwd froge opptise rate and porerait ao'j cokoMIN'tral'O e,pon% rale rolalfing 154 V)% are npprned oo a provsror,M basis " he rate vwd rrt atlammm vvwgatflradiaxra rnoy IKr voflrled by our Offrcc of (vitality Comcs)wnw anxi ke,,m,. rr, a ple ala'd audn yu., f r Pa Qv'lred to $011% all a"w"oml SESC thlowtfw Grrggrrnsmnng t'extva&r,,zr*,, & Agreome,V Syr tear 4IEPA5g W fts off6tar to sho. any adj.itono, M,, We" 4s p,orerss*,W soafl CNP my saw k:cy p0owA,,c; that mold CrarVestronrw Mlrolf"OK) AWMI" 6 C.9*01'ir mays 04 Imp Ill arwl I* "'Ubrempd Mr)Urdn rr* H,Uu,*w—p ;'o,rq,,wlkt"trw, and Ag—o—t SysVA- fEPXS� rrm rr"n's vnW Dom rx"' 31 2015 yew 0"ll rx", (Jfwn w, AwdowNro sl. m1l01's 71w, 010, djUl W -Ord th'V Srpjk'.W. 0 a'. '$Vik . .....% of om"caa rodJoci' ISFFC7 to r,rw, p,wo,alko,,d 5 1 hotrarwr�PA Add. ArtogR,ea. ChIVA Bu— 0 17—p & Fn—n—wv N SEFC PREQUALIFICATIONS FOR HAMPTON, LENZINI AND RENWICK, INC, CATEGORY STATUS "'M st"d— I —A-1, D'a,"o9r, 5(ructwes � Highwav fill x . ............ . ...... ...... Hyd'j,ft Report% - wato-ayr; C"'pt". x Sf—P S—a- , Surwey,on x rS�6,ajt —x LoWpm D"In Sides Retwhikatoa Svul - H#fway Advarned TMc#.V x Sww +a7 Stool S.0w) x Hydr&A'c RNk"ns yvale"ways ryp,-'ed x sp.clw S.",'oft � cv,eTwIlk" losiles'l— x . ...... ... .. .. ................ ................ ... .................... ...................... ..... ..... %XuAlt SWd" Feaskbeoy ...... ....... x Hydowo Rin."t- Il' -p swboo' x ... .. . ............... . ..... . . . .......... . . ........ - ll &"d St"i x Lixotox Dvtkp 5400 New 0Uf)rAwGW1rUaqss Rvvxi0mt<v X- 14—oaf ......... .. .... . ... . i4—hl S-1 E ltlwP r, 9, x r 'v x L-W,c,n D.Soo Sta.. - R.OWWANr, x . ........ . ...... . . -- ...... . .. . ........... ............ - ........ . ...... kr1.t"-flUlllRvPu7B .................... . ....... . . ...... x ... . . ............... x rypW x X A DFIAKSINIPAS, S INHMST DepallnevA of Financial and Prolessvian Regoation 04,y3WO I V PROFESSIONAL DESIGN FIRM LS/PFJ`SF CORPORATION HAMPTON LENZINI AND RENWICK INC 390 SHEPARD OR EL VN, IL 60123 Pi or 96921 SECTION 1: FIRM INTRODUCTION + SERVICES W Services Provided In -House At HL.R, we deliver a broad range of services to municipal, county, state, and federal government clients. Our engineering approach begins with a thorough understanding of the client's goals, taking budget and schedule into consideration, and an in-depth analysis of the community's needs and environmental constraints affecting design. This information provides the basis for developing project plans because we realize each client requires a specific, workable, and cost-effective solution. Our tearris also pride themselves on quality, Each Submittal is carefully designed and quality -reviewed. Our commitment to cross - departmental collaboration provides Unified solutions, shortens project cycles, and reduces cost. Most importantly, you can expect timely contact with our team so you know exactly what's happening, when it happens. Below we have highlighted the services HLR provides in-house. Feasit)0ity Studies Pul)Hl: Involvemerit intersection Design Studies FedoaI-Aid DOCLli,n(,,ratat.iort/1�c�I)oi'ts Grant Applications & Assistance Bi idge and Retaining Wdl Radi g Evaluatioo and Plannii �g Structure Design BUIIdhig Structwe Forensics Reservoif/Eleval.ed Link inspections Asset Management LWRY mapp'iing System ModeHn% Database Design Training Roadway/Stormwater Improvements 1, ighting Evaluation & DesiV� Development Man Review ADA-Cornpliant Design and Nanning Pavement Evaluation/Mairitenance Traffic Signal/ I t q er conect Design Opticarizatiort/Re-Optirftizatiota Signal ( oordinafion arid Tirnng TiIrnporary Signai Tion kilts TIraffxJSpeed/SafPiy Studi(n NPDES Documentation Native Area Management Wetland Ddireations/Permitting Green klfraStTUCrure Design/&Ad CCDD, Air, and Noise Analysis Construction Observation Public Relations/C(,)ordination Erosion and Sediment Control Constiuchion Layout/Verification Doctime)txatior)/ICORS/eFie[dReportiiig 1(,)pogr,aph,ii(�/Roijte/Bourici,4t,y Sin Veys Right -of -Way Surveys and PIats ALTA/NSPS Land Title Surveys Drone Surveys Appraisals and Negotiations Ground/Surface Water Source Design Treatment Rant/Collection Systerns Hydraulic DIstribUflon Modefing TelerneVy & Control System Design Pa. np and Lift Stations, Technical Staff HLR is fully staffed and equipped to provide all design and construction services for any project. Our staff consists of a team of engineers with extensive experience working directly with many jurisdictions, Mnicipaflties, and Counties within Illinois. HII technical staff currently includes: 27 Licensed Professional Engineers 4 Lkensed Structural Engineers 9 Licensed Professional Land Surveyors 3 Professional Traffic Operations Engineers 8 Designated Erosion Control Inspectors 4 Certified Floodplain Managers 5 Certified Welland Specialists 0 2 Professional Wetland Scientists a 4 Certified Professionals in Erosion and Sediment Control 2 Certified General Appraisers ■ I IDOT-Approved Negotiator 4 Certified Arborists ■ 14 Certified IDOT Quantity DOCUmentation Inspectors 3 Certified Public Infrastructure Inspectors 1 1,millj',,n, 1 ol"(111 a)od Im, I ce` SECTION II: PROJECT UNDERSTANDING,4- APPROAC11 W The Village of Mount Prospect's growing Tax Increment Financing (TIF) district has successfully begun to develop the Village's downtown area. This success has provided opportunities for further development of the gateway routes into the downtown area. Existing decorative street lighting along these routes provides a lively feel While sustaining a balance between preservation, revitalization and growth, and improving optimum mobility to transportation facilities. However, one section of a major gateway into downtown Mount Prospect is not equipped with sufficient lighting. It is the Village's intention to install lighting on Central Road between Emerson Road and Mount Prospect Road that ties in with existing lighting at either end of the project limits. We understand that the Village Would like the proposed project designed during the spring and Summer r-nonths of 2017 with a projected construction timeline starting in fall of 2017. The project will be funded through the state Motor Fuel Tax (MFT). Timely design approvals and proactive construction coordination will be essential to achieve the desired schedule of completion and limit community impact. HLR Would like the opportunity to work with Village staff on this important project. We are ready and capable of delivering the anticipated scope of services for these proposed improvements. In the following pages we will continue to detail our understanding of the project, approach, and provide qualifications of the firm and our proposed staff. Critical Project Objectives Based on our field visit on February 11, 2017, initial review of the improvements, and our experience on similar projects, the following items will be important to consider during the design and construction of the proposed street lighting improvements: Utility Coordination HLR will work with the Village, utilizing utility atlas maps to resolve potential conflicts with existing sanitary, storm sewer, and water main lines. There are likely other buried and overhead private utilities within the existing right-of-way, including Nicer, Comcast, AT&T, possible unknown fiber optic lines, and Commonwealth Edison. HLR will request design locates frorn all private utilities within the area which we will include in the base drawings, We will work with the Utility companies to determine if relocation of their services will be necessary with this improvement. Since relocations can often delay a project, our team will act early on the Village's behalf to snake sure they are completed prior to construction. . Lighting Specifications Coordination with the Village is essential when choosing the lighting feature type and design. Many of the light poles and fixtures used throughout downtown extend into the main downtown gateways (including Elmhurst Road, Central Road and Northwest Highway), HLR anticipates specifying similar lighting to tie in the Central Road gateway. W(,,, will work closely with the Village to determine any standard requirements regarding style including festoons or mounting brackets, Furthermore, HLR will work to meet IDOT MET requirements by providing additional approved vendors as well as lighting performance specifications to obtain a quality product for construction that best fits the needs of the Village and the project site. A311/111 �w(� ri( 4 SECTION II., PROJECT UNDERSTANDING + APPROACI-I T Critical Project Components (continued) Cost Effective Solution Street lighting accounts for the second largest electricity -consuming Village facility, accounting for 27% of total electricity use. With this major cost responsibility in mind, HLR recommends the use of Light Emitting Diode (LED) lighting, a Cost effective Solution. LED lighting runs on less energy and lasts longer than traditional lighting methods, providing the Village with a savings in electricity and maintenance costs. LED lighting raises concerns including brightness and pole placement. However, HLR has the experience necessary to optimize LED lighting by analyzing LED color temperature, lighting photometrics, and pole height in order to create a design that will provide adequate lighting and not disrupt the surrounding residential area, Traffic Control and Public Safety Maintaining a minimum of one lane of traffic and driveway access for residents and emergency vehicles at all tirnes during construction will be essential. It's anticipated that it will be necessary to utilize flaggers, lane closures, and barricades to help direct motorists around the active construction area throughout the duration of the project. Lane Closures may be lirnited to hours of operation as open cutting of the pavement is not anticipated. This will help reduce the impacts on traffic during peak hours. HLR can also provide frequent updates via e-mail, text notifications, and/or website updates regarding the proposed location of work for any given day. This will lirnt interaction and questions between construction crews and residents as well as inform the motoring public of potential delays in the area. Tree Protection MUlhp[P mature trees stand within the right-of-way along both sides of the project. It will be imperative that the design account for their existing locations in order to strategically place light pole foundations at locations that will not impact the health of existing trees. Additionally, special attention to detail Will focus on the height of the proposed light pole structure in relation to tree branch heights and their damaging effects of high winds, IDOT Plan Review The proposed plans will be submitted to IDOT Local Roads for review as the Village has scheduled to use MFT funding for this project. Early submittal of plans and specifications to IDOT will be a key component to help maintain a fall constr=6011 timehne. HLP, ekoion,-hii5 vo[h Nex ouseh ""Ind C;el'aido 1��ieno in flic, will �rerve qieay in rovww SECTION 11: PROJEC'T UNDERSTANDING r- APPROACH Project Approach/Methodology HLR will work as an extension Of Mount Prospect's staff throughout the duration of the project. This will entail a thorough understanding of the Village's goals, taking budget and schedule into consideration, and making an in-depth analysis of the community's needs and environmental constraints affecting design and construction. HLR's engineers implement the following quality assurance focused approach: IN Communication: Effective Communication and coordination with all stakeholders on a project is where HLR shines. Whether it's a kick-off meeting with the Village or personal meetings with affected residents, our staff will make distribUtion of information a priority at all times. We Will Supply Mount Prospect staff with regular design status and Milestone Updates via e-mail, phone, or project reports (as desired). During construction, our Resident Engineer will work with our marketing department and the Village to produce flyers, e -blasts, website updates, and/or social media posts to relay project information in a clear, concise manner without "engineering" terminology, which can be confusing to the general public, Our proposed Resident Engineer (James Chambers, 224-645-5552) will be available 24/7 to answer questions regarding the project. He will make individual contact with project stakeholders including, but not limited to, Mount Prospect Public. Works, fire and police deoartments, School Districts 26 and 57, local residents and ]DOT,, Constructibility: Our Quality Control and Quality Assurance (QC/QA) Program will be a key component in the successful delivery of the design and construction of these improvements. This process eliminates errors and omissions, emphasizes collaboration, limits repeated work, and reduces comments/pllan changes. The Project Manager and designated Quality Assurance Engineer will review all project calculations, drawings, and specifications at scheduled intervals throughout the design process to ensure that the project does not contain busts in quantities, errors in calculations, and adheres to applicable standards. This will Include a detailed constructability review by our proposed Quality Assurance Engineer, Al Stott, who has over 35 years of design experience. He specializes in municipal design and construction projects and is skilled at conducting QC/QA reviews giving him the ability to find common mistakes and propose alternative construction methods that will save the Village firne and money during the construction process. Quality assurance checks will also occur during construction through regular documentation and constructability plan reviews after unknown utility conflict redesigns. Our Resident Engineer, James Chambers, will Implement a collaborative approach to construction scheduling, operations, and standard irriplementation. He will maintain a positive relationship with the contractor. This allows for a "headache -free" construction process, benefiting all involved parties. We routinely perform the following tasks to help ensure that the improvements are able to be designed and constructed in a firnely mariner and to the highest quality: . Pre -design and construction site visits Thorough implementation of Village comments ■ Weekly project budget tracking . Construction layout checks ■ Milestone submittal OA checks . ADA compliance reviews Detailed review of the plans 0 Mate rial/equ tome tit staging location planning Quantity takeoffs . Documentation and calculation checks Closing: "Constant Closing" through ail stages of a project is very important. During the design stage this involves the detailed organization and tracking of plan and permit Submittals, correspondence logs, design calculations, project files, and survey records. It is important to have a system in place from the start of the improvements so that the project team can easily collaborate during the design process and make quick plan revisions once comments are received. Our Resident Engineer will organize all applicable docurnents and set up job boxes during the pre -construction phase to allow for proper filing throughout the duration Of construction. This will limit the amount of time required at the end of the project to track down necessary forms/tickets/calculations, saving You on engineering fees. I I ,aH I I� h, i_(.. III k("[ vv(Jk, II I! I 6 SECTION III: PROPOSED PROJEC'T" 1"EAM V� At FIR, we assign staff to a project based on their prior experience and technical expertise in the scope of work anticipated. Once assigned to a particular project, he/she will] be involved in that project from beginning to end. By utilizing the same personnel throughout the process, we can maintain continuity with the Village and minimize errors or omissions due to miscommunication and misunderstanding. The following organizational chart illustrates HLR's proposed team for these 'improvements. We have also included resunrres, in the following pages. Al Stott, PE Randy Newkirk, PE, CFM Vur"„,paal dsqrn N"',—opal demgmand Ito— wate, -e'35 yev� OF e"pe"L,'C e M, pe c a sT pe r l'¢'1 it a C' d or d[ n ince a de�,ig,,er wojen a,,age,po� , egu I at or V age ncy and r, '1 1: �( /QA CeENVY f4 Cf roll sriarktel ¢ Qq—T Construction Ensineering Manager Eric, Haglund, PLS Dirk YuM Scott Rocl PE aaLstag�@ L rtnLc.Ln!y jhto,j devg, epr r, "d 0l lbb—a t 111' QrpOi focwed, 01.7Tdown—ratmr, Gt��' rpec,ahsz: pppa,e� RO'N p a�� rare red (OnT em��on —d and legal deivirMorr,, rPordaivadar/ I,/ "!Ac I "Rde�'gi” al "als a"d negot 111IM1111 or" e"rpV'on(" "t dm'em Nick Friel PE IT rlhw11 wo I[[ exporlr,q Fvmiori v1d Sed—ellt CoMrol er*116111T. 001 W M, Nxwll"Tal e,rifi,,d, ADA/P0,01NAG James chambers, PE, CESSWI 4t11—m &atpl 2N =Asm' P -FNI, Mun(r[pal Corvorumon FKPefwrcelDOT Documentatinn Ce,i,fwd, Cemfied Put frr vVarnkr. A" lrlEidrmsctuile ftispeOw I 1l:l Inl ll w)�'l PernwW'K !I]( SECTION III: PROPOSED PROJECT TEAM Licenses " , -_ an - d , Certifications , , " " " Professional Engineer, Illinois, #062-056847 Professional Engineer, Wisconsin, #36065-006 Certified Floodplain Manager, #IL -08-004 11 Kane County Engineer Review Specialist, E-116 M Randy is HLR's Design Engineering Manager, He has experience working on a wide range of civil engineering projects, developing particular expertise in roadway design and stormwater management. His responsibilities involve solving safety and congestion, as well as environmental and economic issues for municipal, county, and state clients. On a day-to-day basis, Randy prepares roadway geometrics, cross sections, soil erosion and sediment controls, landscaping, quantities, cost estimates, and special provisions. He also works on drainage studies and investigations including permitting and ordinance interpretation, highway drainage system design, storm sewer and culvert analysis and design, watershed analysis, and retention/detention facility concept design. Repres4;wptptive"PirpJects -,kigtAin& 1-90 at Irene Road, Eastbound Exit and Westbound Entrance Ramps (Boone County), Illinois State Toll Highway Authority. Project Manager and Lead Project Engineer responsible for the preparation of construction plans and bidding documents to complete the full interchange. The westbound entrance ramp consisted of a traditional diamond -type ramp while the eastbound exit ramp was designed as a partial clover -type within the existing infield of the eastbound entrance ramp, since right-of-way was not secured. The project included roadway, stounwater, traffic signal, toll plaza, soil erosion and sediment control, landscaping, grading, pavement marking, signing, lighting, retaining wall, and maintenance of traffic plans. Education Center Street Lighting, City of Sandwich. Project Manager for the street lighting design, B.S., CM1 Engineering, preparation of plans and bid documents, and bid assistance for the City. The project consisted W�)rthern Arizona University, of selection of proposed street light poles that meet the City's aesthetic appeal for the downtown Flagstaff, AZ area. Project included voltage drop and photometric calculations. U.S. Route 14 at Wilke Road, Village of Arlington Heights. Project Manager for the Intersection improvement which consisted of channelization, traffic signal modernization, widening and resurfacing. Plans, specification and estimates were completed for the roadway, traffic signal and lighting along U.S Route 14, Since the project included an at -grade crossing with the LIPRR along Wilke Road, the signals were timed with the advance warning for the approaching trains. All of the proposed improvements were coordinated through IDOT, ICC and the UPRR. Plats, legal descriptions, appraisals, review appraisals and negotiations were also provided for five parcels that were acquired for the proposed improvements. Kishwaukee River Multi -Use Path, City of DeKalb. Project Manager for the construction of a new bike path that connects Northern Illinois University to the Prairie Patti. The proposed multi- use path crosses below both the Union Pacific Railroad and IL Route 38 bridges. The project included both HMA and concrete path, overhead railroad protection structure, drainage Infrastructure, underpass lighting, and scour protection measures. Right-of-way/Easement appraisal and negotiations were necessary for the project. Agency approval and permitting for this project included Illinois Department of Transportation, Northern Illinois University, DeKalb ParkDistrict, Union Pacific Railroad, Illinois Department of Natural Resources — Office of Water Resources, and the US Army Corps of Engineers. Eastview Middle School Parking Lot Improvements, School District U-46, Village of Bartlett, Project Manager for maintenance of the Eastview Middle School parking lots and associated upgrades. The design included several `"bid alternates". The proposed improvements consisted of stormwater infrastructure, sidewalk, concrete pavement, HMA pavement, and street lights. Engineering services included a full topographic survey, plan and contract document preparation, engineer's estimate of probable cost, engineer's estimate of time, Submittals to School District U-46, and construction observation. SECTION Hk PROPOSED PROJECT TEAM Licenses and Ce fi.cp0ris . . . ......... Professional Engineer, Illinois, 4062-038485 Education B,S,, Civil Engineering, University of Illinois, Champaign -Urbana, IL IN Al has been with MLR for over 37 years. During this time, he has taken on the role of designer, project manager, and/or QC/QA reviewer for the design of municipal, county, and state projects, including highway and local street improvements, storrnwater facilities, municipal infrastructure, streetscape, and public, park and recreation facilities. His 20 years of construction experience gives him a critical perspective of the design process. R__eAre.se. motive Projects IL Route 38 at Lambert Road Intersection Improvement, Village of Glen Ellyn. Phase 11 Project Manager, leading the preparation of plans, specifications, and estimates for the federally -funded intersection improvement providing an exclusive right -turn lane on northbound Lambert Road. Services included preparation of plats and legal descriptions for right-of-way acquisition, and the improvement included temporary traffic signal and street lighting provisions and modifications to the permanent installations. This project was coordinated through IDOT's Bureau of Local Roads. Central Business District Improvements, City of Woodstock. Construction Engineer, Design Engineer, Project Manager and, Principal -in -Charge for phased improvements in and around the historic Woodstock square from the mid-1980s through 2011. Improvements over the years have included complete and partial sidewalk replacement including AD/VPROWAG compliance updates, brick pavement repair, new brick street construction, new lighting systems, lighting system upgrades, water main replacement, storm sewer and drainage improvements, and installation of a solar clock. Services have included all necessary topographic and boundary surveys; preparation of plans, specifications, estimates, and bid documents; bidding assistance and contract preparation; and construction layout, engineering, and documentation. Village Court Parking Lot, Village of Glencoe. Principal -in -Charge for preparation of plans, specifications, estimates, and bid documents for reconstruction of a parking lot in the Village's Central Business District, Improvements included new Curbs and gutters, sidewalk with brick paver accents, reconstructed paverrient, new lighting system with provisions for festival and tree lighting, and landscaped areas. MLR worked with the Village and a lighting vendor to replicate a luminaire from the Village's Historical Museum incorporating optics and efficiency of current technology. Services included topographic and boundary surveys as welt as coordination with IDOT's Bureau of Local Roads for use of MET funds. IL Route 176 at Briarwood Road, City of Crystal Lake. Phase 11 Project Manager for the federally -funded widening and resurfacing project that included signals and roadway lighting. Engineering services included topographic survey update, pavement and soils investigations, permitting, and preparation of plans, specifications, and estimates. Several permits were required, including USACE Section 404; McHenry County Stormwater Management permits for soil erosion and sediment control, floodplain management, water quality protection, and storniwater managernent, IDNR for compensatory storage; and NPDES (with SWPPP). HLR Updated and renewed clearances for Special Waste, COSIM, and PESA. The project was designed using 3R guidelines and coordinated with the City, IDOT and Dorr Township. Charming Elementary School Parking Lot Improvements, School District U-46, Senior Project Engineer providing guidance and QC/QA review to the design engineer preparing detailed plans, specifications, and bidding documents for the widening and reconstruction of the existing school parking lot. Project included analysis of vehicular turning movements and design of drainage and lighting systems, as well as landscape plan including native vegetated swale. Coordinated with the City of Elgin and Kane County Regional Office of Education for required permits. f �, ,'-zr it ! I t ) I , i C � / I Il I A=rid ) f ", " ;, I ,, � I r , � ; I � i , I SECTION 1IL PROPOSED PROJECT TEAM .11,11111111 .......... L-ic-e.-i-i-s-e.s.-ai.i.d..C,,e-rt.it.i.cati.o.n.s Professional Land Surveyor, Illinois, #035-003446 Ed.Vc.a1i_o_i) B.S., Ge ology(Geography Valparaiso University, Valparaiso, IN W Eric has over 30 years of professional land surveying experience. He manages the surveying needs of HLR's infrastructure projects including organizing boundary, control, route, and right - Of -Way Surveys. Prior to joining HLR, Eric performed topographic and right-of-way surveys for various municipal, IDOT, and Tollway projects for the Rock River Water Reclamation District, other consulting firms, and Commonwealth Edison. This allows him to offer valuable insight on every project. Representative Projects (prior,t HLffl Various/Various Topographic Surveys, IDOT District 1. Project Manager for the various topographic surveys performed in various counties in District 1 on a work -order basis. Responsibilities included man-hour estimates and directing the survey crews and establishing control and centerlines for the projects. The surveys were performed on Such routes as IL Route 12 in Volo, U.S. Route 132 in Lake Villa, IL Route 34 in LaGrange, and IL Route 50 in Tinley Park. Street Improvement Program Surveys, Village of Carpentersville. Project Manager responsible for directing survey and drafting operations and coordinating with the Village oil a topographic route survey of 8 streets for their Street Rehabilitation Program. The project consisted of cross sections including all utilities, setting benchmarks, establishing right-of-way and staking the centerline, then preparing an AutoCAD Civil 3D base drawing for engineering use, Street Improvement Program Surveys, City of McHenry. Project Manager responsible for directing Survey and drafting operations and coordinating with the design engineers on a topographic route survey of 6 streets for their Street Rehabilitation Program, The project consisted of cross sections including all utilities, setting benchmarks, establishing right-of-way and staking the centerline, then preparing an AutoCAD Civil 3D base drawing for engineering use, Street Improvement Program Surveys, Village of Roselle. Project Manager responsible for directing survey and drafting operations and coordinating with the design engineers on a topographic route Survey of 9 streets for their Street Rehabilitation Program. The project consisted of cross sections including all utilities, setting benchmarks, establishing right-of-way and staking the centerline, then preparing an AutoCAD Civil 3D base drawing for engineering Use. Various Topographic Surveys, Metra Rail. Project Manager for the various topographic surveys performed in various counties for Metra Station rehabilitation projects. Responsibilities included topographic survey of existing stations including all utilities, existing railroad tracks, street intersections, and parking lots. Established site benchmarks and baseline then prepared an AutoCAD Civil 3D base drawing for engineering use. Bull Valley Road at U.S. Route 31, McHenry County Division of Transportation. Responsible for preparing the Plat of Highways and legal descriptions for approximately 60 parcels. Acquisition included proposed right-of-way, temporary easements, and access control. U.S. Route 31 & Illinois Route 120, Illinois Department of Transportation. Responsible for preparing the Plat of Highways and legal descriptions for approximately 20 parcels. Acquisition included proposed right-of-way and temporary easements, McCullom Lake Road, McHenry County. Responsible for preparing the Plat of Highways and legal descriptions for approximately 30 parcels. Acquisition included proposed right-of-way and temporary easements, i 1 r�] 1/11 J w'o 11 ir 1 10 SECTION 11k PROPOSED PROJECT TEAM 0 Dirk has been a mainstay at HLR since joining the firm in 1983. He has been involved in the preparation of plans and specifications for highways and local streets, highway and ornamental street lighting, watermains, sanitary and storm sewers, as well as municipal design reviews. His detail -oriented approach and extensive knowledge of plan set preparation assures clients that their project is in good hands. He not only serves as lead designer on many of HLR's projects, but also as a design review specialist for subdivision/site plan and permits along with other public works involvement. Rgpnzsg_r1tPt1ve_1?r0jgds Licenses and Certifications Center Street Lighting, City of Sandwich. Design Engineer for the street lighting design, preparation of plans and bid documents, and bid assistance for the City. The project consisted Roadway Lighting Level 1, of selection of proposed street light poles that meet the City's aesthetic appeal for the downtown IMSA, June 2010 area. Project included voltage drop and photometric calculations. Education 1-90 at Irene Road, Eastbound Exit and Westbound Entrance Ramps (Boone County), M.B.A., University of Illinois, Illinois State Toll Highway Authority, Lighting Design Engineer. Responsibilities included Charnpaign-Urbana, IL performing the lighting calculations, voltage drop analysis, and circuit layouts for two ramps to B.S., Civil Engineering, Illinois complete the full interchange at Irene Road. The westbound entrance ramp consisted of a Institute of Technology, traditional diamond type ramp while the eastbound exit ramp was designed as a partial clover CI•iicago, IL type within the existing infield of the eastbound entrance ramp since right-of-way was not secured. The design included tying into an existing controller for one ramp and designing a new controller for the other. Randall Road at IL Route 64, Kane County Division of Transportation. Lighting Design Engineer for the lighting calculations, voltage -drop analysis, and circuit orientations, The project involved the reconstruction of an existing 6,350 -foot -long, five -lane section to a six -lane section with dual left -turn lanes and right -turn lanes. The lighting system included an opposite arrangement of 40' aluminum poles with 15' arms and 310 -watt, high pressure sodiurn luminaires. At signalized intersections, 400 watt high pressure sodiurn luminaires were used on combination poles. Two controllers were included in the lighting system, This project also included a bicycle underpass with lighting, sidewalks that required lighting Calculations, and a railroad crossing that required lighting calculations. Federal funds were included on this project, and a lighting Submittal was reviewed and approved by IDOT District 1 Bureau of Electrical Operations. The lighting design was completed in 6 months, IL 176 at Briarwood Road, City of Crystal Lake. Design Engineer for this Phase 11 widening and resurfacing project which included signals and roadway lighting. The lighting system was primarily a single -side arrangement on each of the approaches and additional lights at the intersection to provide the required lighting levels in the intersection. The poles were 40' aluminum poles with 15' foot mast arms and 250 -watt HPS luminaires. A single controller was designed for the project. The project was designed using 3R guidelines and coordinated with the City, IDOT, and Dorr Township. Orchard Road, Mill Street to Tuscany Trail, Kendall County Highway Department. Lighting Design Engineer for the lighting calculations, voltage -drop analysis, and circuit orientations. The project involved widening the existing two-lane roadway to four lanes including the bridge over the BNSF Railroad and adding street lighting along the west side of Orchard Road. The 0.582 - mile -long project is located on the western edge of Oswego and Montgomery in Kendall County. The lighting system included a single -side arrangement of 40" aluminum poles with 15' arms and 250 -watt HPS luminaires. Two controllers were included, one at Mill Street and one at Tuscany Trail. Both controllers were set up for future intersection lighting. The lighting design was compVeted in one month, SECTION III: PROPOSED PROJECT TEAM Nick has been with HLR as a Project Manager for over five years. Because he started his career with our firm, Nick has been able to experience many different areas including design and construction on infrastructure improvements along with drainage enhancements. While his diverse experience is important, it's his positive attitude that shines through. Clients look forward to having Nick on their project and feel confident in his leadership. He easily develops relationships with clients so that they feel comfortable coming to him with their problems or concerns. Fellow team members also enjoy collaborating with him on projects due to his upbeat nature, which makes him an asset on any project he is on. Representative Projects Licenses and Certifications ---- - ------- Channing Elementary School Parking Lot Improvement, School District U-46. Project Professional Erigineer, Illinois, Engineer for the widening and reconstruction of the existing school parking lot. Responsible for 4062-067084 perforrning the Auto'TURN analysis and preparation of plans/quantities. The project consisted Education of preparation of plans, specifications, and estimates and performing construction observation i B.S., Civil Eric gineering, 2010 for the proposed parking lot improvements. The project included performing an AutoTURN University of Dayton, Dayton, analysis for vehicular turning movements, drainage system design, lighting design, and 01-1 landscape design. Safe Routes to School Sidewalks — Dean Street, City of Woodstock. Helped prepare construction documents for sidewalk improvements on Dean Street in Woodstock from Prairie Ridge Drive to Kimball Avenue. The project included preparing plans and specifications for approximately 1,900 feet of sidewalk in conjunction with IDOT, ADA, and PROWAG specifications and requirements. Specific engineering tasks consisted of geometric design of sidewalks and driveways, cross section analysis, and utility design and coordination. Other engineering services included route survey, right-of-way negotiations, and plats and legal descriptions, Plainfield -Naperville Road at 119th Street, Will County Division of Transportation. Helped prepare quantity calculations and cost estimates for the intersection improvement. The project includes approximately 1.5 miles of roadway reconstruction improvements, installation of new traffic signals, and installation of a new drainage system. Engineering services also included route survey, preparation of plats and legal descriptions, traffic analysis, and an intersection design study. Busse Woods Bike Path Extensions, Village of Elk Grove. Design Engineer for the connection of the existing forest preserve bike path to Arlington Heights Road at three locations. The project included preparing plans, specifications and estimates for construction of the bike path and ADA -compliant ramps along with pedestrian traffic signal improvements at each location. Approximately 1,025 feet of bike path construction and improvements to three intersections were designed for the project. West Chicago High School Parking Lot Improvements, Community High School District 94, West Chicago. Design Engineer for the parking lot improvements to West Chicago High School's parking lot and pedestrian path around the school's football stadiurn. The project included preparing plans, specifications and estimates for construction. The design included multiple rehabilitation measures at various locations. Such measures included, hot -mix asphalt (HMA) pavement patching, HMA mill and resurface, pavement reconstruction (pavement removal, earth excavation, removal and disposal of unsuitable material, subbase stabilization, aggregate Subbase, HMA binder, and HMA surface), concrete curb and gutter, and ADA accessible concrete sidewalks. I IrIqAo I ;,Im 11'1(, j :3 SECTION ffl: PROPOSED PROJECT TEAM Lice.nse.and Certifications professional Engineer, Illinois, #062-063857 Scott leads HLR'o Construction Engineering efforts. Since starting his career, he has focused primarily on providing civil and construction engineering services to the public sector. Scott has worked on numerous 0OT. CDDT. and |moa| agency projects. He iscommitted totechnology in$mgednn, efficiency impmvamen1u, and constant coordination throughout the construction process. He also prides himself on working with clients to accomplish their project schedule and budget goals while never sacrificing quality o/safety. EamtviewMiddle School Parking Lot Improvements, School District V-48 Project Manager for parking kx improvements including full -depth HMA and PCC pavement reconstruction, pavement markings, storm sewer installation, and lighting improvements. Engineering services included project documontadon, construction obmemobnn, pay estimate and allowance submittals, and stakeholder coordination. Professional Engineer, == = Kane County Permit Projects, Kane County Division of Transportation. Project Manager. Alberta, #M172360 The multi-year contract consisted of construction engineering on various pndedu throughout Documentation vfContract Kane County, Projects included traffic nigna|o, dnainage, addition of turn lanes and pavement Quantities, |DOT #�s-8�� ' widening, water main, pavementnecnnm1mdion' bituminous pavemeni, curb and gutter, m1veeo Erosion and Sediment Control lighting, and other appurtenant work. Tasks included plan review, maintaining edaily diary, Module |&U| |DDT coordinating material testing, and coordinating with the developer, contractor, the County, and |C0RSDOCLAmantaUon |DOT other Municipalities as required, �du�f i..00 U.S. Route 14 at Wilke Road, Village of Arlington Heights. Project Manager for the B.8`Civ|Engineering, intersection improvement which consisted of ohanne|izmtion, traffic signal modemizmhon. Valparaiso University, widening, and resurfacing. Since the project included enat-grade crossing with the UPRRalong Valparaiso, IN Wilke Road, the signals were timed with the advance warning for the approaching trains. All of the proposed improvements were coordinated through |DOT. |CC, and the UPRR. Responsibilities included project staffing, construction observation, |D0T/|COR3 documentation, and extensive permitting coordination, Dempster Street (Fowler Ave to Dodge Ave' City of Evanston. Project Manager for federally -funded project that included the modernization and §bep*pUo interconnect of four traffic signals (temporary and permanent). The improvements also included upgraded pedestrian facilities, Accessible Pedestrian Signals, transit priority ready traffic signal controllers, and signal timing optimization, Responsibilities included project staffing, |DCT/|C0RS documentation reviews, ADA/PROVVAG guidpnrp, and pay estimate/prior authorization preparation, Extensive project coordination and utility relocation/conflict resolution was necessary due to multiple projects (locally- and federally -funded) occurring simultaneously through the project limits. Midlothian Road and Keith w8ione Drive Traffic Signal Improvements, Village of Mundelein. Project Manager for the |uoaKy-fundedproject that modified roadway geometrica. tum lanes, and bike path crossings at the existing entrance to the Village of Mundelein Park District cunnpieu. New traffic signals were installed as part of the improvements. Extensive cmon1|nmdnn with the Lake County Division of Transportation (LC0DT) regarding bike path changes and permitting was required during the construction process. Responsibilities included project staffing, documentation reviews, and coordination with the Village of Mundelein, Park District, and LCQOT. Hamnmo LmzIII aoo Re^=nk' |nn | 1J SECTION III: PROPOSED PROJECT TEAM Lic nses and Certifications Professional Engineer, Illinois, #062-066284 Certified Public Worics Infrastructure Inspector, APWA Certified Floodplain Manager, IAFSM E James, a former Marine, has been providing construction engineering services since he began his career in 2004. His experience includes working with public sector clients to provide observation, testing, and documentation services for various types of roadway improvement projects. His day-to-day responsibilities focus on contractor compliance with project plans and specifications, generating pay estimates, and monitoring erosion control measures. James takes pride in effective Communication and coordination with clients, contractors, residents, and local agencies throughout the construction process. Clients value his ability to be their eyes and ears on the project site. Representative Projects U.S. Route 20/McLean Boulevard Reconstruction, IDOT District 1. On-site field engineer performing construction observation and documentation of the $45 million project. The ongoing Single -Point Urban Interchange project includes a new 3 -span U.S. Route 20 bridge over McLean Boulevard, HMA and PCC pavement, storm sewer, cast -in-place retaining walls, traffic signals, street lighting, and landscaping. ICORS DOCUrnentation, IDOT Representative Projects (Prior to, H LRI.: E -Builder Documentation, South Parking Lot Reconstruction, Byron, Illinois. Resident Engineer for the removal and ISHTA reconstruction of the City's public parking lot located in the downtown area. Responsibilities Documentation of Contract included constrUCtiOrl observation, documentation of quantitiesimaterials, and regular Quantities, IDOT, #13-0363 coordination with the client, contractor, and local business owners. Project scope included a full Certified Erosion, SedirnEMt core -out of the pavement with necessary undercuts, overhead and underground utility & Stormwater Inspector, installation/relocation, full -depth asphalt paving operations, along with necessary pavement Envirocerk International markings, sidewalk, and fencing. Designated Erosion Control City Wide Street Repair Program, Rockford, Illinois. The project consisted of various Inspector (DECI), Lake pavement repairs of commercial streets along the East State corridor. Repairs included County, Illinois pavement patching, HMA mill and overlay, roadway reconstruction, sidewalk and curb repairs, Education structure adjustments, striping, and detector loop replacement. The streets were located in both B, S h id I istrral'Technok)gy business arid residential areas, with several situated in high -traffic sections, resulting in overnight (Concentration in work. Generation of construction activity and Soil Erosion and Sedimentation Control reports, Construction Management), quantity tracking, payment estimates, and permit working hours enforcement were daily Eastern Illinois University, responsibilities required for the success of the project. Charleston, It. 2.015 Streets Program, Byron, Illinois, Resident Engineer for the 2015 Street Maintenance Program which consisted of the resurfacing and rehabilitation of local streets. The annual program involves the planning, design, contract administration, and construction supervision of reconstruction, resurfacing, patching, or micro -sealing of City streets. ISTHA M-1 Site Utility & Facility Construction, Alsip, Illinois. Resident Engineer for both on - and off-site, utility installation and testing including electrical, communication, water, sewer, and lift station work. Responsible for construction monitoring over multiple trades for compliance with roofing, concrete, MEP, HVAC, and carpentry specifications. Mill Road Reconstruction, Byron, Illinois, Resident Engineer for the removal and reconstruction of a major route through the north side of the city. Responsibilities included shop drawing review, construction observation, documentation of quantities/materials, and regular coordination with the client and contractor. Project scope included portions of both roadway reconstruction and resurfacing, installation of new sanitary sewer, storm sewer, and residential Utility services. One mile of new recreational path was also installed from the adjacent residential area through to the nearby school campus, li�mi;,Aori I ;md R(�Iivm k h�(, i "I SECTION I'V: SIMILAR PROJECT EXPERIENCE T Past performance is the best indicator of how a tear) will perform. From major -scale engineering projects to the beautified turn of a public street, HLR is known for delivering improved design and construction solutions that create better -functioning Communities and a healthier environryient. The table below highlights similar propects our proposed team has recently completed. In the following pages we have included projects sheets with additional details about these improvements. We encourage You to contact Our references for these projects. We are proud of our contributions to these i rn prove rnents and their Many benefits to the community. Center Street Lighting City of Sandwich Interstate 90 at Irene Road Illinois Tollway City of Woodstock Streamwood High School School District U-46 Decorative streetscape lighting interchange design including lighting Decorative neighborhood lighting design Parking lot LED lighting design Mr. Tom Horak City Engineer City of Sandwich 815-786-8802 Mr. Manny Lao Senior Project Engineer Illinois State Tell Highway Authority 630-241-6800 ext. 3902 Mr. Jeff Van LandUyt Director of Public Works City of Woodstock 815-338-6118 Mr. Greg Berna District Architect School District U-46 847-888-5000 ext. 2267 Mr. John Laskowski Kishwaukee River Bike Path Bike path LED lighting design City Engineer City of DeKalb, under existing bridge deck City of DeKalb 815-748-2331 SECTION IV: SIMILAR PROJECT EXPERIENCE T Challenge Our Solution Assist the City in selecting street lights and 1--lampton, Lenz'uni and Renwick, Inc, (HLR) was contracted through the lighting controller that meet the needs of the City of Sandwich to develop a plan to provide ornamental street lighting historic downtown area and provide adequate for Center Street between Green Street and Main Street. illumination. HL.R utilized existing plans and locations of street light foundations that were. prepared as part of the roadway reconstruction project. Our team Results worked with the City to choose lights that Would illuminate the street and Prepared plans and bid documents for the City pedestrian facilities while fitting with the downtown historic setting, to solicit contractors to install street lighting. H prepared a plan for the lighting conitroll e.r that would be expandable The plan included: as the street lighting is eventually implemented throughout the City. The • Ornamental Street Light Selection sizing was cagculated for the current and future implementation • Street Light Controller and incoq�ofaled jrn tyre plar), • Electrical Cable Size determination 1 .1 $150,000 Reference Mr, Tom Horak Superintendent of Public Works/City Engineer City of Sandwich 815-786-8802 W111063IMMEM W Challenge Our Solution Provide plans, specifications, and estimates Hampton, Lonziru and Renwid�, Inc. (I ILR) was approached by [lie Illinom State Toll Highway Authority (ISTHA) to develop construction plans utilizing for the new construction of eastbound exit the rernaining fur -ids in a Traffic Design Upon Request Contract. Due to the and westbound entrance ramps at the tight time frames, HLR developed a schedule that Would be utilized to provide interchange of 1-90 and Irene Road. PteliinB nary, Pre -Final, Final, and Advertise n ie nt Plans and Bid Documents. The intergovernmental agreement between HLR started the project with a survey of the interchange quadrants that the Illinois State Toll Highway Authority, would be Used for the rar)'l) construction, Geometrics of both a westbound Boone County, and the City of Belvidere auxiliary (antrance rarnp and an eastbound partial clover exit ramp were required the design and construction to be devOoped and approved by ISTHA stafl. completed under expedited conditions. HLR plans included the development of aligrinlents, maintenance of traffic, Results pian and profiles, guardrails, intersection details, super -elevation Desiign began in August 2014 and final plans transitions, stormwater infrastructure., storrilwater detention, landscaIt)ing, were delivered in December 2014. sciii erosion and sediment control, traffic signals, electrollic toll plazas, lighting, a structural retaining wall, and cross sections. The design also Project benefits included: inciuded detailed rafTip clearance calculations, barrier warrant analysis, and * New ramp construction avoidance, of both a crash sate investigation area and USACE Jurisdictional * Storrinwater detention Waters of the U,S, * Electronic toll plaza The project was completed on fiine will) recognition frorn the ISTHA Project * Overhead lights Manager, Manny Lao, by (-irnaT * Traffic signal infrarstruGWre for future "This is to infoirn you of the cornmendable job that YOLN' staff needs accomplished ori designing the two remaining ramps on the subject intercNange pwject. In particular, I Would like to Estimated Construction Cost recognize the hard work and endurance of the following staff that I worked with diligently in the project: Randy Newkirk, $8.0 million John Hilsen" Awarded Const action Cost Improvements designee[ inciude� $7.0 million . Completed fuli �nterchange with eastbound exit and westbound e n t r a nce raga -ups Reference . Electronuc toll plazas Mr. Manny Lao, PE . OveO)ead hghfing and traffic signal infrastrUCtUre Project Manager . Stormwater management systenn and detention basins Illinois State Toll Highway Authority 630-241-6800 I am!A()"' I ('ni [11 RI vvir.r Im" SECTION IV: SIMILAR PROJECT EXPERIENCE Challenge Our Solution The existing 5-legged intersection was a "I"Ine City of Woodstock contracted with Hampton, Lenzin! and Renwick, Inc. source of traffic delays and safety concerns (HLR) to develop plans and specifications for a roundabOUt located at the for the City. The City desired a roundabout existing 5--legged intersections The round abot,it will utilize STP funding for intersection that would improve conditions conStl'LlCtion and construction observation. Local funding will be used for and be an entryway into the historic design and land acquisition. downtown square. HLR staff performed topographic, SUrveys of the existing roadway inclUding rrianhole inspection, tree survey, and right-of-way investigations. Once Results SLirvey services were completed, Phase I and Phase 11 design began. Phase I and 11 plans are in development. Phase I included refinernent of the roundabout geornetfts, environi-nental Anticipated Schedule: coordination, and PUiAG coordination, Since federal funding was to be used * Design Completion 2017 for constn.icfion, coordiriabon with lDOT and ail necessary forms and * Right-of-Way Acquisition by 2018 procedures were followed * Construction 2019 Phase It design servic.es cornimenced once geornetric concurrence was ProjeGt benefits included: provided by IDOT. Thrs included pavement desugn, roadway plan and • improved Safety pioNes, water telocation, storm sewer relocation, ADA sidewalk layout, • Improved traffic conveyance pavernent rnarking, sigrdng, Inghfirig, soil erosion and sediment Control, and • Aesthetic appeal for entryway to utfly coordination. historic area The iighling desigri, to be used as part of the aesthetic entryway to the • Utility upgrade histonc downtown scluare, included the selection of multiple L ED poles that • ADA compliance rriat&ed the poles used in the downtown area and meet Our iecluirernents of not specifying proprietary nialerials. Photometric calculations and voltage Estimated Cost dop caIculabons were necessaiy in order to provide the HghOng, wiring, and $1 million controller design. Reference Lard acqusition services are anlic4:)ate.d to con,mience in 2017 w4h an estim,,,ited 6 ;,)ar(.,,eIs that right-of-way and easenients are necessary for the Mr. Jeff Van Landuyt construction of the propect. Director of Public Works City of Woodstock Conslructnon and consinxfion observabon are planned for Spring 2019 815-338-6118 SECTION IV: SIMILAR PROJECT EXPERIENCE N Challenge Our Solution Assist the School District U-46 in revitalizing a Harril.Mon, Lenzini and Renwick, Inc. (HLR) was contracted through the deteriorated parking lot, improving site traffic U-46 School District to prepare, plans and provide construction circulation, and updating site lighting, engineering services for a 300' by 500' parking [at with a 700' long entrance drive and a 150' connector drive to another parking lot, Results '1he connector drive was a riew roadway while the parkirrct lot arid Prepared plans and bid documents for the entrance drive were reffloved and replaced. The existing pavernent, Schur District to solicit contractors to install including asphalt arid concrete curb and gutter and sidewak was paving, storm sewers, and lighting, The plan reinoved due to its severely dete6orated state and replaced with new included: asphait and concrele. Accr',ssiblo pedestrian features were added to the * Pavement Replacement sidowalks, and a designated pedestrian corridor was ar.'Ided through the * Storm Sewers and Underdrains parkwng lot to link the s(;hool building to the athletic stadiurn. * LED Site Lighting T"he exiisting site also had grOUndwater drainage problems, so several storin sewers, were replaced, and undofdmins were added within the Construction Cost Paved areas, '"rhe project also inClUded rernoval and replacement of site $1,149„975 iightlng in the parking lot and along the driveways. -The new lighting Uses LED fixtures for improved efficiency and longevity. Reference Engcneehng services included a full ropograpNc survey, plan and Mr. Greg Sema contract document preparation, engineer's estin,)at(, of probable cost, District Architect coordinata.mi wWi a SOHS consultant, submittals to School District U-46, U-46 School District and construction observation 847-888-5000 x2267 SECTION IV: SIMILAR PROJECT EXPERIENCE N Challenge The City of DeKalb wishes to connect the existing DeKalb Nature Trail located along the Kishwaukee River within the Northern Illinois University Campus to Prairie Park, The bike path along the river would require work within the regulatory floodway, impacts to the U.S. Army Corps of Engineers Jurisdictional Waters of the U.S., and construction below the Union Pacific Railroad. Results The Phase I Project Development Report, necessary for the Enhancement Funding, has been completed, the required land acquisition is nearly complete and Phase 11 construction plans and bidding documents portion of the project is also nearly complete. A March 2017 Vetting is planned for this project, 115 1 f $960,000 Mr, John Laskowski, PE City Engineer City of DeKalb 815-748-2030 Harnpton, Lenzini and Renwick, Inc. (Fil-R) was contracted through the City of DeKalb to develop a Phase I and Phase 11 plan for a bike path that would connect the existing paths from Northern Illinois University to Prairie Park. Thou prodect started with topographic arid stream surveys of the KishWaLlkeo River and potential silos for the path alignment. Coordination was necessary with both the City of DeKalb and DeKalb Park District to determine the desirable locafion for the proposed path to reduce tree ,)no wetland impacts. The locat*r) of biko, path was also controlled by fill within the regulatory floodway of the Kishwaukee Rrver, . There are residences susceptible to flooding upstream of the Union Pacdic and Illinois Route 38 bridge crossings of the river. Iterative path location development was necessary to balance both compe,nisalory storage and riverine conveyance to ensure that the upstream water surface would not in rause for various storm events Once the location was set, design began, and the properties necessary for easements or permanent takes were deten'runed and the land acquisition process started, In addition to designni: the bike, path, 1850 feet of 1 --IMA path g and 250 feet of concrete path and r-ninor drainage jrnproveme.nts a Railroad Protective Cover structure was designed to provide protection for the path under the Union Pacific Railroad Bridge, and iighfinq for the path beneath the IL Route 38 Bridge. Both Phase I arid Phase H engineerim. were coordinated through 00T District 3 Bureau of Loc,,fl Roads and Streets. Coordination was necessary to rec6ve approval arid permits frorn� City of DeKalb DeKalb Park Dmtnct lll'nois Department of Transportation Union Pacific Railroad U.& Anvy Corps of Engineers Illinois Depar'tMerlt of Natural Resources, Office ofWAter Resources H�mq Vil, Lerl/ln,,vI.� Nic3, 1im I �() SECTION V: 13ROPOSED PROJECTSCI-4EDULE + 1--IOURS IN Wo have developed a pm3ect schedule identifying key milestones associated Mh ffiis project. FQ..R understands that the project has time constraints and is ready to take cin this, work and improve the Mourit Prospect community, Once Oie agreement is approved, we ariN,.ipacth r. scheduk,, below to cornplele engineering (or the Cemtral Road Street Light project. We have also included as iable wit17 the pirc)jecied nurnber of hours broken down by task and personnO in the following page. ...... . . ........ ........... --- . ...... . . ........ . 2017 1 Authorization to Start - Kickoff Meebriq 2 Topographic Surw,.y & Data Colection* 3 LUity Coordination 4 Uoifing CaBculabors 5 Prelinvnary Project P[w)s, Spec ifi c alions, Cost Estimates 6 Wlage/IDOT Revew Process' 7 Final Project Plans, Specificabons, Cost Esbmales 9 Coordinafion wth Village Staff (Ongoing througfrouff* 10 Bidding Assistance 11 Construcbon Cbservabon *Critical Path Itern 9 Mount Prospect - Central Road Street Lighting Project Design and Construction Hours IEmployee Classification Task Description E6 ES E2 T2 T1 SU2R SUR ENV 1 2 Direct Costs Hours 1. Design Services Kick-off Meeting and Field Review 3 3 6 Survey Control 12 12 24 Topographic Survey 5 34 39 Utility Inspection 8 8 16 Coordination with Utilities (Design JULIE Locate and Village GIS) 4 6 I 10 Prepare Voltage Drop and Photometric Calculations 16 16 Prepare Construction Plans (Title Sheet, General Notes, Summary of 48 18 I 66 Quantities, Lighting Plan, Wiring Diagram, Controller , anct Details) Prepare Bid Document (Assume Locally let) 32 32 Prepare Preliminary and Final Estimates of Probable Cost 8 8 Coordination with ComEd to provide electrical feed 4 4 Obtain all Permits (None Anticipated) Assist with Bidding Process 2 6 8 2. Construction Services (assume part-time 45 working days) Preconstruction Meeting 2 4 6 Construction Layout (2 days for each side of project), This item Could 16 16 also be included in the construction contract. Construction supervision and inspection 208 208 Attend Weekly Construction Coordination Meeting 4 12 16 Prepare Punch -list 4 4 Prepare bi-weekly pay estimates 4 4 Final Inspection 4 4 Prepare as -built drawings 2 4 6 3. Administration Consultation and Coordination 2 2 Quality Assurance I 2 2 Project Administration 2 2 Sub -Total 5 12 359 28 5 70 20 0 $ - 499 4. Optional Task I IEPA CCDD Form 662 for Soil Disposal 24 $ 400,00 1 24 DESIGN E6 = Engineer Level 6 = Randy Newkirk (Project Manager) E2 = Engineer Level 2 = Dirk Yuill (Design Engineer) TI/T2 'rechmcian Level V2 = Draftsmen SUR 2 &irvey Level 2 = Eric Haglund (Survey Manager) SUR 1 = Survey Level I = TopograpNc Surveyor ENV 2 = Environmental Scientist Level 2 = Karen Kase (CCDD Specialist) CONSTRUCTION E5 Enoneer Level 5 = Scott Rodseth (Construction Manager) E2 Enoneer Level 2 James Cnarnbers (ResYdent Engineer) Node: Gonstru0on hours are estimated and subgecl to adjustment based on the contractor's approved progress schedule,