Development of Lighting Recommendations (2008)
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Development of Lighting Recommendations
Downtown Salina, Kansas
Jun'. 2008
TABLE OF CONTENTS
EXECUTIVE SUMMARY ..............................................................................................................................................1
SECTION 1 -INTRODUCTION 3
1.1 Background ........:............................................................................................................................... 3
1.2 . Scope of Services ............................................................................................................................. 3
1.3 Study Area ..........................................................................................................................................4
SECTION 2 - STUDY APPROACH 5
2.1 Data Gatheri n g .............................................................:....:................................................................ 5
2.2 Illuminating Engineering Society of North America (IESNA) Recommendations... 6
2.3 Roadways .................:.........................:.............,..................................................................................8
'2.4 P a rki ng Lots ........................................................................................................................................ 8
2.5 Alleys ..................................................................................................................................................... 9
2.6 Plazas .................................................................................................................................................... 9
2.7 Tun nel s.................................................................................................................................................. 9
2.8 Crosswalks ...........................................................................................................:.............................. 9
SECTION 3 - ANALYSIS OF EXISTING LIGHTING SYSTEM 10
3.1 Street Lighti rig ..................................:.......................................:..................................................... 1 0
3.2 Parking Lots.........................................................................,.........,..................................................12
3.3 Plazas ........................................:......................................................................................................... 13
3.4 Alleys ............................,....................................,......................;.............,..,......................................... 14
3.5 Tun nel s ............................................................................................................................................... 14
.3.6 Crosswalks ....................:................:.....................................................................................:............15
3.7 Lighting Control Equipment......................................................................................................15
3.8 Conduit and Cqnductors..............................................................:..............................................16
SECTION 4 - SALINA DOWNTOWN, INC. 17
4.1 Input................................................:................................................................................................... 17
SECTION 5 - FUTURE LIGHTING OPTIONS 18
5. T General.......................................................................................................:..........:............................ 18
5.2 Options ...,.................................................................:..........................:.....:.......................................19
SECTION 6 - RECOMMENDATIONS 25
6.1 I ntrod u cti on .....................................................................................................................................25
6.2 Street Lig hti ng ...................:............................................................................................................ 25
. 6.3 Pedestrian Lighting .......................................................................................................................26
6.4 Pa rki n g Lots ...........::......................................................................................................................... 2 7
6.5 Plazas ........................................................:..................................................:...................................... 28
6.6 Alleys.......................................................................................................:...........................................29
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B!Port Development of Lighting Recommendations
Downtown Salina, Kansas
June 2008
6.7 Tun nel s ............................................................................................................................................... 29
6.8 Crosswal ks ........................................................................................................................................29
6.9 Light Sources ...................................................................................................................................29
List ofTables
Table 1: Lighting Inventory ...................................................................................................................................5
Table 2: Summary of Current Street Lighting levels ................................................................................11
Table 3: Breakdown of Options .........................................................................................................................24
List of Appendices
Appendix A: Business Improvement District #1 - Study Area
Appendix B: legend
Appendix C: Plan Sheets (1 - 4)
Appendix D: Existing Downtown Light Fixtures
Appendix E: Business Improvement District #1 - Area Classifications
Appendix F: Data Sheets
Appendix G: Parking lot Data Sheets
Appendix H: Westar Energy Information
Appendix I: POint-by-Point Lighting Calculations
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Table of Contents
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Development of Lighting Recommendations
Downtown Salina, Kansas
June 2008
EXECUTIVE SUMMARY
The Development of Lighting Recommendations Report is the result of a thorough
investigation of the existing lighting systems that are currently in place in downtown
Salina. The primary purpose of this report is to determine the existing lighting systems,
lighting levels, and recommendations for improvements.
Field data was gathered by Bucher, Willis & Ratliff Corporation (BWR) personnel to
determine the existing lighting fixture locations along with current lighting levels.
Public input was solicited during a public hearing. Input was also gathered from the
Board of Directors of Salina Downtown, Inc.
Definitions
The following are definitions for words used in this report:
Avg/Min Ratio: A relationship between the numerical average of a set of values and the
lowest (minimum) value.
Bollard: A short post, typically less than 4'-0" tall that can be either lighted or not, used
to block access or delineate an area. Lighted bollards are used for pedestrian lighting
of sidewalks.
Cobra Head: A type of lighting fixture most commonly associated with roadway
lighting. The fixture loosely resembles the head of a Cobra snake.
Conduit: A raceway for the placement of electrical conductors.
Cutoff: A light distribution pattern where the amount of light to exit the light fixture
above the horizontal plane of the light fixture lens does not exceed 2.5% of the lamp
output.
Footcandle: A unit of illuminance equal to 1 lumen/square foot. A measurement of
light level.
Foundation: An embedded structural member that provides support and stability to an
attached item.
Light Pole: A structural member that supports a lighting fixture.
Lighting Fixture: An object that contains a light source and the necessary components
that when electrical energy is applied, will produce visible light.
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Lumen: SI unit of luminous flux. A unit of measurement of the amount of light that is
produced from a light source.
Maintained: The light output from a given source, just prior to being replaced at end of
lamp life.
. MaxiMin Ratio: A relationship between the highest" measured or calculated value and
the lowest (minimum) value.
Non-Cutoff: A light distribution pattern that allows for light to exit the light fixture at
any angle, and more specifically'above the horizontal plane ofthe light fixture lens.
Panelboard: Electrical equipment that contains circuit breakers that control and
protect electrical loads being served by this equipment.
Photoelectric Cell: A control device that senses ambient light levels and opens or closes
a contact based upon this level.
Shoe Box: A type of lighting fixture that is in the shape of a "shoe box" with either a flat
or drop-down lens.
51: International System of Units.
Tunnel: A pedestrian pathway that is comprised of a floor, ceiling, and two walls with
open ends. This does not refer to tunnels for vehicular traffic.
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June 2008
SECTION 1 - INTRODUCTION
1.1 Background
The City of Salina has contracted with Bucher, Willis & Ratliff Corporation (BWR) to
review the existing downtown lighting system and to propose future lighting options.
The lighting systems evaluated included the City owned parking lots, streets, alleys,
covered crosswalks, and tunnels. The parts of the system investigated included the
lighting fixtures, poles, raceway,. power sources and controls that are City owned, and
lighting fixtures and poles owned by Westar Energy.
1.2 Scope of Services
The items to be included in this study are as follows;
a. Field work to verify locations of existing street and pedestrian lighting as included
in the City GIS database (approximately 350 poles).
b. Perform field lighting footcandle level readings of current lighting levels to assist
with developing a model of the lighting levels.
c. Perform lighting calculations to model existing downtown light levels.
d. Meet with Phyll Klima, Executive Director of Salina Downtown, Inc. (SDI), to narrow
down lighting fixture styles for evaluation.
e. Evaluate and propose future lighting options. Options to include rehabilitation of
existing pedestrian lighting, as well as new lighting.
f. Create report that describes design procedure and lighting options/
recommendations.
g. Attend one meeting to present Draft Report to Owner for review and comment.
h. Submit Final Report.
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June 2008
1.3 Study Area
The study area is defined as bounded from Elm and Santa Fe, south to Santa Fe and
Ash, east to Ash and Fifth Street, south to Iron and Fifth, east to Iron and Fourth, south
to Fourth and Mulberry, west to Mulberry and Eighth, north to Eighth and Ash, east to
Ash and Seventh, and north to Seventh and Elm (Refer to Appendices for map of study
area). The areas studied include roadways, parking lots, alleys, tunnels, and
crosswalks.
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June 2008
SECTION 2 - STUDY APPROACH
2.1 Data Gathering
Field work was completed to verify the location and type of existing lighting in the
downtown area. The four (4) plan sheets, located in the Appendices, indicate the
location and type of lighting fixtures and poles, in the study area. A breakdown of the
types of lighting fixtures and poles is as indicated in Table 1. Refer to Appendices for
photographs of light fixtures.
Table 1: Lighting Inventory
Lighting Inventory
Plan Quantity of
Designation Fixture Type Lamps Lamp TVDe Pole TVDe Owners hiD Quantity
A Octaaan 1 Metal Halide Sa. Steel City 346
B Shoe Box 1 Mercurv YaDor Octaaon Steel Westar 47
C Flood Liaht 1 Mercurv YaDar Wooden Pole Westar 1
D Lantern 2 HiQh Pressure Sodium Cast Metal Private 6
E Shoe Box 3 Metal Halide Sq. Steel City 4
F Cobra Head 1 High Pressure Sodium Round Tapered Steel Westar 16
G Shoe Box 2 Metal Halide Sa. Steel City 15
H CaDDed Acorn 1 Hiah Pressure Sodium Cast Metal Private 14
I Shoe Box 4 Metal Halide Sa. Steel City 10
K Cobra Head 2 Mercury Yapor Round Tapered Steel Westar 5
L Recessed 6 Fluorescent N/A City 35
0 Globe 5 Incandescent Cast Metal Private 6
ST Cobra Head 1 Mercury Vapor Round Tapered Steel Westar 106
WD Cobra Head 1 Mercury Vapor Wooden Pole Westar 57
In addition, field data was collected as to the level of existing lighting that was falling
upon the pavement and walkways. This data was collected between the hours of
10:00 p.m. and 3:00 a.m. over several evenings. The light levels on the streets were
recorded in a grid pattern; basically from light pole to light pole. Light levels in the
parking lots were taken at identifiable locations throughout the lot. Special care was
taken to avoid inaccurate readings due to supplemental lighting from adjacent
lighting and storefronts. A Greenlee Model 93-172, Digital Light Meter, with an
accuracy of :1:7% was utilized for the data gathering.
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Data was collected from the following locations:
. Santa Fe between Iron and Walnut
. Santa Fe between Ash and Elm
. Seventh Street between Ash and Elm .
. Eighth Street between Ash and Iron
. Eighth Street between Iron and Walnut
. Fifth Street between Iron and Walnut
. City Parking Lots
. Tunnels
. Crosswalks
Refer to the Appendices for results of gathered data. .
Data was not gathered in some areas, especially those that had limited or no lighting,
such as South Sth and South 4th Streets near Mulberry, where there are few, if any,
lighting fixtures in the area. Where there are no lights, the measured levels would
have been approaching zero. This does not mean that the lighting in these areas is
inadequate for the area designation per the Illuminating Engineering Society, North
America (IESNA). See additional information below. Also, areas that had an
appreciable amount of supplemental lighting, (i.e. bright storefronts, lighted
crosswalks, area floodlights with spillover light) were riot included in the data
gathering as this would provide inaccurate light level readings on the pavement with
respect to a representative street lighting arrangement. For modeling of the lighting
system, comparable data was utilized in the lighting program to generally represent
the lighting system as it currently exists.
2.2 Illuminating Engineering Society of North America (IESNA) Recommendations
The Illuminating Engineering Society of North America (IESNA) has established
recommended lighting levels for various types of road and area classifications. These
lighting levels are not required by law, but are to be utilized as a guideline for lighting
design.
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The first step in determining the recommended lighting level for a specific roadway is
to establish the classification of the roadway.. Classifications vary from freeway to
bikeway. The classification that best suits the roadway usage is Collector. The
definition of Collector is as follows:
Collector: "The roadways serving traffic between major and local roadways. These
are roadways used mainly for traffic movements ,within residential, commercial,
and industrial areas." 1
There are, however, locations within the study area that .do not meet this classification.
For example, the residential area along Fourth Street is served more with a Local
classification of roadway as it does not handle a large amount of traffic movement.
Similar areas have isolated lighting either at intersections or dispersed along the
roadway path.
The second step is to determine an Area Classification. This classification is based
upon the land use that abuts the roadway. Of the three possible definitions available,
Commercial fits the main core of the downtown area. As discussed above, there are
other locations within the study area that would fall under the two other definitions,
Intermediate and Residential. The definitions 1 are as follows:
Commercial: A business area of a municipality where ordinarily there are many
pedestrians during night hours. . This definition applies to densely developed
business areas outside, as well as, within, the central part of a municipality. The
area contains land..use that frequently attracts a heavy volume of nighttime
vehicular and pedestrian traffic.
Intermediate: Those areas of a municipality characterized by frequent moderately
heavy nighttime pedestrian activity, as in blocks having libraries, community
recreation centers, large apartment buildings, industrial buildings, or
neighborhood retail stores.
Residential: A residential development, or. a mixture of residential and small
commercial establishments, characterized by few pedestrians at night. This
definition includes areas with single-family homes, town houses, and small
apartment buildings.
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June 2008
The third and final determination that is required is the Pavement Classification. This
designation, which varies from R1 to R4, is based upon the type of pavement installed.
The R1 classification is for a concrete road surface. An R4 classification is for a very
smooth texture asphalt road surface. Based upon field observations, the majority of
the road would be classified as either R2 or R3. The definitions' are as follows:
R2: Asphalt road surface with an aggregate composed of a minimum 60 percent
gravel (size great than 10 millimeters). Asphalt road surface with 10 to 1S percent
artificial brightener in aggregate mix (not normally used in North America).
R3: Asphalt road surface (regular and carpet seal) with dark aggregates (e.g. trap
rock, blast furnace slag); rough texture after some months of use (typical
highways).
, 2.3 Roadways
Based upon the above classifications and selection criteria, BWR has selected the
following classifications and lighting criteria for the various roadway areas:
Collector - Commercial Classification for the core downtown area:
1.2 footcandles average, A verage to Minimum Ratio of 4: 1
Collector - Intermediate Classification for the transitional area between
commercial and residential
0.9 footcandles average, Average to Minimum Ratio of 4: 1
Collector - Residential Classification for the areas without commercial activity that
is residential in nature
0.6 footcandles average, Average to Minimum Ratio 4:1
The map in the Appendices identifies the areas and lighting criteria classification,
within the study area.
2.4 Parking Lots
The primary goal of parking lot lighting is to provide for pedestrian safety in addition
to providing general ambient light for vehicular traffic. The IESNA has recommended
lighting levels for parking lots. There are two levels of lighting criteria, Basic and
Enhanced Security. The minimum horizontal illuminance for the basic level is 0.2
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footcandles with a maximum to minimum ratio of.20:1. For an enhanced security
level, the minimum is 0.5 footcandles with a maximum to minimum ratio of 15:1.
Additionally, there is a recommendation of a minimum vertical illuminance of 0.1 and
0.25 footcandles, for the basic and enhanced security levels, respectively.
Areas that would typically require the enhanced lighting level would be areas with
vandalism or personal security problems. None of the existing parking lots, in the
downtown area, were identified as requiring increased lighting levels.
2.5 Alleys
While the main purpose for an alley is to provide rear access to buildings, the IE5NA
does not provide any guidance on the illumination levels recommended for alleys.
2.6 Plazas
IESNA does not have a recommended lighting level for plazas but they do have a
designation for "Pedestrian Ways." Utilizing this information, for a walkway that is
away from the roadway, the minimum average horizontal footcandles are
recommended to be 0.5 footcandles, for pedestrian use.
2.7 Tunnels
The tunnels, that connect the alleys to sidewalks along streets, are not directly covered
by the IESNA. There are tunnels addressed, but all lighting recommendations are
aimed toward vehicular traffic and not pedestrian use. Therefore BWR utilized the
IESNA recommended lighting level for a hotel corridor, recommended to be a
maintained 5 footcandles, for this evaluation. The tasks that are performed are similar
in nature, movement, and facial recognition.
2.8 Crosswalks
As with alleys, IESNA does not give specific recommendations to crosswalk areas. The
recommendations are to provide increased light levels to help draw attention to the
crosswalk and to allow for greater recognition of objects (people or otherwise) in the
crosswalk area. The increased lighting level allow for greater safety for pedestrians
and motorist.
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SECTION 3 - ANALYSIS OF EXISTING LIGHTING SYSTEM
3.1 Street Lighting
During the field data collection, it was noted that many of the lighting fixtures are in
need of cleaning. This was true for both the pedestrian lighting fixtures and the street
lighting fixtures. Accumulation of bugs was noted in many of the "shoe box" and
"cobra head" street lighting fixtures. In the pedestrian lighting fixtures, the lenses are
dirty and the internal louver is out of position.
The pedestrian lighting fixtures are constructed of a 4-inch square tube with the
lantern secured to the top and a metal base at the bottom to cover the anchor bolts.
The lantern is held onto the pole by slipping the bottom extension of the lantern into
the 4-inch tubing. Additional angle brackets were added to the lanterns to prevent
the lanterns from breaking off. The lamp is accessed by removing six screws and
removing one ofthe side glass panels. The ballast, which starts and maintains the arc
in the lamp, is located at the base of the pole, under the metal base. There is also a
ground-fault circuit interrupting duplex receptacle on each pole. In order to replace
the ballast, the weatherproof cover plate for the duplex receptacle must be removed
and the metal base slid up the pole. The sliding of the metal bases has caused some
damage to the painted finish of the poles.
Many of the street lighting fixtures have mercury vapor lamps. These lamps were very
popular for street lighting as they have, initially, high light output for the amount of
energy used by the lamp. The lamps have a median life of around 20,obo hours.
However, many of the lamps will burn for a much greater time period, making them
ideal for utilities to use for roadway and area lighting. The problem with a mercury
vapor lampthat lasts substantially more thim 20,000 hours, is that the amount of light
that is coming out of the lamp greatly decreases. At several locations where data was
gathered, it was very apparent that the lamps were old, as the light output was as
much at 80 percent less than adjacent and visibly newer lamps. A modern
replacement for such lamps is now a metal halide lamp which has a similar median
lamp life, but with a reduction in light output over the life of the lamp of around 40
percent, or half of the mercury vapor lamp.
It was also noted the intermixing of high pressure sodium lamps. These lamps provide
a higher level of light output, as compared to mercury vapor or metal halide lamps,
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but provide a yellow-orange light. The new traffic signal poles all have high pressure
sodium lamps. The life of these lamps is comparable to the metal halide, but the light
output versus energy input is greater; therefore it is possible to utilize a smaller
. wattage lamp in high pressure sodium as compared to a comparable light output
metal halide lamp.
Westar Energy currently utilizes high pressure sodium lamps for all roadway lighting,
but will 'provide metal halide lamps at the customer's request for an additional
monthly charge.
The current street lighting levels are summarized in the following table:
Table 2: Summary of Current Street lighting levels
Roadwav Designation
Walnut between 7th & 8th
Walnut between 7th & Santa Fe
Intersection Walnut & Santa Fe
Intersection Walnut & 7th
Intersection Walnut & 8th
Mulberry between 8th & 7th
.Intersection Mulberry & 8th
8th between Walnut & Mulberry
Intersection Mulberry & 7th
7th between Walnut & Mulberry
Mulberry between 7th & Santa Fe
Santa Fe between Walnut & Mulberry
Mulberry between Santa Fe & Sth
Intersection Mulberry & Sth
sth between Walnut & Mulberry.
Intersection Mulberry & 4th
Mulberry between 5th & 4th
4th between Walnut & Mulberry
Walnut between 5th & 4th
Intersection Walnut & 4th
Intersection Walnut & 5th
Walnut between Santa Fe & 5th
4th between Walnut & Iron
5th between Iron & Walnut
Intersection Iron & 4th
Iron between 5th & 4th
Intersection Iron & 5th
Iron between Santa Fe & 5th
5th between Ash & Iron
Avg. fc
0.01
0.17
1.48
0.45
0.22
0.24
0.18
0.07
0.33
0.08
1.22*
0.60
0.65
0.28
0.11
0.12
0.06
0.04
0.12
0.27
0.49
0.16
0.10.
0.22
0.13
0.22
1.82
0.35
0.33
Min.fc
0.0
0.0
0.2
0.1
0.0
0.1
0.00
0.0
0.1
0.0
0.5
0.1
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.0
. 0.0
0.0
0.0
0.1
0.9
0.1
0.1
Ava/Min
0.00
0.00
7.40
4.50
0.00
2.40
.0.00.
0.00
3.30
0.00
2.44
6.00
3.25
2.80
0.00
0.00
0.00
0.00
0.00
0.00
2.45
0.00
0.00
.0.00
0.00
2.20
2.02
3.50
3.30
Recommend Ava.
0.6
1.2
2.4
1.8
1.2
0.6
1.2
0.6
1.5
1.0
1.2
1.2
0.9
2.1
1.0
0.6
0.9
0.6
0.9
1.8
2.1
1.2
0.9
1.0
1.8
0.9
2.1
1:0
0.9
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Roadwav Designation
Santa Fe between Ash & Iron
Intersection Ash & Santa Fe
Ash between Santa Fe & 5th
Intersection Ash & 5th
5th between Elm & Ash
Santa Fe between Elm & Ash
Ash between 7th & Santa Fe
Intersection Ash & 7th
Ash between 8th & 7th
Intersection Ash & 8th
8th between Ash & Iron
7th between Elm & Ash
Intersection Elm & 7th
Elm between 7th & Santa Fe
Intersection Elm & Santa Fe
Elm between Santa Fe & 5th
Intersection Elm & 5th
7th between Ash & Iron
Intersection 8th & Iron
I ron between 8th & 7th
Intersection Iron & 7th
Iron between 7th & Santa Fe
Intersection Iron & Santa Fe
Santa Fe between Iron & Walnut
7th between Iron & Walnut
8th between Iron & Walnut
Intersection Mulberry & Santa Fe
A va. fc
0.79
1.14
0.64
0.43
0.04
0.29
0.45
0.41
0.32
0.33
0.26
0.34
0.39
0.09
0.25
0.05
0.15
0.36
0.37
0.31
2.06*
0.35
1.21
0.76
0.37
0.24
1.34
Min.fc
0.3
0.4
0.3
0.2
0.0
0.1
0.1
0.2
0.1
0.1
.0.1
0.1
0.2
0.0
0.1
0.0
0.0
0.1
0.1
0.1
1.0
0.1
0.2
0.2
0.1
0.1
0.3
Ava/Min
2.63
2.85
2.13
2.15
0.00
2.90
4.50
2.05
3.20
3.30
2.60
3.40
1.95
0.00
2.50
0.00
0.00
3.60
3.70
3.10
2.06
3.50
6.05
3.80
3.70
2.40
4.47
RecommendAva. cont.
0.9
1.8
0.9
1.8
0.9
0.9
0.9
1.8
0.9
1.8
0.9
0.9
1.8
0.9
1.8
0.9
1.8
0.9
1.8
0.9
2.1
1.2
2.1
1.2
1.0
0.9
2.1
Notes: 1. The AV9iMin ratio for all calculation areas is to be. no greater than 4:1
2. Calculation areas marked with "*" met recommended light ievel.
3. Calculated lighting levels based upon a sampling of representative areas and then
generating a computer model ofthe lighting system.
3.2 Parking Lots
Within the parking lots are floodlighting fixtures that are located either on the edge of
the parking lot or close to the center of the lot. These fixtures and poles have faired
very well and provide adequate coverage of most lots. On a few lots, the very edge of
the lots experience a slightly less than desirable light level, but additional street
lighting would help to supplement these levels. In the core downtown area,
pedestrian lights are provided around the perimeter of the parking lots. This layout
helps to supplement the floodlights, but more importantly, extends the ambience of
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the pedestrian lighting on the streets. This is important as many of the downtown
businesses have customer entrances on both the street and parking lot sides of the
businesses.
Refer to the Appendices for examples of the current parking lot lighting footcandle
levels.
3.3 Plazas
Lighting in three of the plazas is provided by the standard downtown pedestrian
lighting fixtures. The forth plaza is illuminated with a combination of pole mounted
floodlights and plaza structure mounted area lights. The following summarizes the
findings in each plaza:
Camobell Plaza: Three of the four pedestrian lighting fixtures were. not operating
properly and were dim. The actual footcandle readings at the stage area indicated
0.04 footcandles which is well below the 0.5 footcandles recommended. Maintenance
on the three lighting fixtures will greatly increase the light levels; however, the area
appeared to be adequately illuminated in part because the area is open without
structures.
Phillios Plaza: The lighting was well below the recommended level of 0.5 footcandles
with a measured minimum value of 0.14 footcandles. Of the five pedestrian lighting
fixtures in the plaza, one light was not operating and another was not operating
properly. Maintenance of these pedestrian lighting fixtures ~ill increase the light
levels closer to the recommended levels.
Strand Plaza: The lighting in this plaza was below the recommended minimum level
with a measured minimum recorded light level of 0.09 footcandles, which is less than
the IESNA recommended level of 0.5 footcandles. The low reading was actually
measured directly across from one of the pedestrian lighting fixtures which was not
operating. In an area where all of the lighting fixtures were operating, the light level
was measured at 0.17 footcandles. Maintenance on this lighting fixture would allow
for lighting closer to the recommended level.
50illman Plaza: The lighting was substantially above the light levels of the other plazas
with a minimum reading of 0.19 footcandles. A change was made to shine the mural
lights into the plaza rather than onto the north wall and this provides a very safe
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feeling with the resulting light level. This level is still below the IESNA recommended
minimum level of 0.5 footcandles.
3.4 Alleys
Lighting within the alleys is mostly isolated to rear entrance doors of buildings. Some
parts of the study area do not have any alley lighting. Alley areas that are part of an
adjacent parking lot are illuminated to the same level of brightness as the parking lots.
The majority of the core downtown alleys are adjacent to parking lots and receive
"spill" light from these areas.
Alleys that were noted in a City conducted downtown lighting inspection, performed
August 30, 2006, indicated three alleys that were dark and needed additional lighting.
One of the alleys noted was behind the Health Department. The lighting at the
northeast alley door, from the Health Department, was adequate with the addition of
the area light on a utility pole. Additionally, the area behind Pat's Auto Body had
received an area light mounted on a utility pole in the alley. Through this area, there
are area lights placed on every other pole. The alley is not well lighted, but the two
critical areas are currently adequately served.
The second and third alleys noted are located in the 200 block of North Santa Fe,
between 5th and Santa Fe. ,An area lighting fixture, mounted on the southern most
pole in the alley that runs north and south between 5th and Santa Fe was not working
and therefore BWR was unable to determine if this additional lighting had improved
the low light concerns. The final alley intersects the second, behind ''The Spot." There
are currently no alley lighting fixtures in the east west alley to the north of ''The Spot"
and there are no utility poles or structures upon which to mount any. Both the north
and south sides of the alley are private buildings built up to the edge of the alley.
Permission would need to be acquired to place an area lighting fixture in this location.
3.5 Tunnels
The lighting in the tunnels i,s provided by recessed, 4' x 4', fluorescent lighting fixtures.
The lighting fixtures are spaced at 15 feet on center. Each lighting fixture contains six
lamps. The width of the tunnels vary from 8 feet wide (between First Bank Conference
Center and Sunflower Insurance Group) to 15 feet wide (between Simply Baby & More
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and the former Brown Mackey). In the tunnels where the lighting fixtures were
functioning properly, the average light level was in the range of 15 to 20 footcandles.
3.6 Crosswalks
Lighting in the crosswalk is provided by fluorescent lighting fixtures located in the
crosswalk structure. Two of the crosswalk structures had a total of 22 8-foot, single
lamp fluorescent lamps. The third crosswalk structure, due to its angle across Santa Fe
Avenue, had a total of 28 8-foot, single lamp fluorescent lamps. The light level at the
crosswalks was more than four times the lighting level of the street, providing a visual
cue to motorist.
3.7 Lighting Control Equipment
The parking lots, streets, tunnels and crosswalks are all fed from numerous lighting
control centers. The basic arrangement is a photoelectric cell that is connected to a
lighting contator that turns off and. on the power to the lighting fixtures. With the
photoelectric cell, the lights are turned "on" at dusk and "off" at dawn. The lighting
control centers are typically located in the same fenced in area as the trash carts and
dumpers. Bollards are installed to protect the equipment from damage. A few
exceptions, with respect to the location of the controllers, can be found for the
parking lot and walkway lighting controller on Seventh Street, south of Walnut, where
the panels are located in a concrete wall. Another location is the controller for the
parking lot on the west side of Seventh Street, south of Iron, where the controller is
located just east of the alley at the southeast corner of the Clark, Mize and Linville
office building. In the City lot at the northwest corner of Santa Fe and Ash, the
controller and photoelectric cell are located on the center pole.
The control equipment is all enclosed in individual weatherproof enclosures. A few
panel board covers were found to be loosely secured on some panels. Access was
achieved without the use of any tools to the electrical circuit breakers, and gaps in the
interior metal plates allowed for direct access to energized parts, posing a hazard to
the public. However, the majority of the locations were secured and did not pose a
hazard to the public.
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3.8 Conduit and Conductors
The existing lighting system conductors are routed in underground conduits from the
lighting control equipment locations to the respective light poles. In these
installations, the exposed raceway is galvanized rigid steel conduit and the
underground portion is assumed to be Schedule 40 polyvinyl chloride (PVC). In some
tunnel locations the'exposed raceway consists of electrical metallic tubing (EMD. The
EMT is in good condition and is adequately suited for protected, both physically and
environmentally, locations.
The underground conduits are installed below the pavement and sidewalks. The
burial depth, in locations that have had excavation, has been reported to be at the
bottom ofthe sidewalk. This makes the burial depth at approximately 4-inches. In the
2005 National Electrical Code (NEC), the minimum cover requirements for nonmetallic
raceways listed for direct burial without concrete encasement (Schedule 40 PVC) is 4-
inches when installed under a minimum of a 4-inch thick concrete exterior slab with
no vehicular traffic (2005 NEC, Table 300.5). Therefore, the existing raceway is installed
to comply with the minimum requirements of the NEe.
However, the shallow depth has caused some maintenance problems when sidewalk
is removed and the conduit is partially or fully embedded in the bottom of the
sidewalk slab. Removal of the slab has resulted in damage to the raceway and
consequently the lighting system. Problems have also been reported, by City staff,
with the existing lighting system electrical feeds. Differential settlement of the
sidewalk, removal of a tree, or other utility excavation in the area of the street lighting
circuit, has allied to interruption ofthe lighting circuit.
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SECTION 4 - SALINA DOWNTOWN, INC.
4.1 Input
As part of the downtown Iightin,g study, BWR was directed to meet with Salina
Oowntown, Inc (501) to narrow down lighting fixture styles for evaluation, BWR
attended a board meeting ofthe 501 and record,ed the following comments:
. Consider revamping and repainting the existing pedestrian lights,
. There are two poles and lanterns, in front of Capers, that have been repainted.
Poles were cleaned and painted with marine quality paint, Cost was $'50 for
two poles.
. Retain the existing pedestrian lights,
. BWR to investigate maintenance on existing pedestrian lights.
. The existing lanterns fit in with the historic area.
'.
. The existing poles have receptacles and any new poles would need to have the
same.
. A survey conducted by the 501 indicated that 40 people are in favor of keeping
the existing pedestrian lighting,
. Several people like the new lighting fixtures installed by Jim Ravenkamp at
Fifth and Walnut.
. The current lanterns are dingy and need cleaning.
. Paint the existing poles .to match the new traffic signal poles, benches and
trash can containers.
This information will be considered in the recommendations portion ofthe report,
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SECTION 5 - FUTURE LIGHTING OPTIONS
5.1 General
As there are no "legally" required light levels for roadway, parking lot, or pedestrian
area lighting, the IESNA is a valuable source to consult to determine recommended
levels. But lighting is also a very much a community decision. Preparing lighting
standards such a.s restricting light pollution in the form of light spill onto adjacent
property, or allowing the light to brighten the night sky, are very much community
type decisions. What is important to the community? What is the visual impression
that the community would like to portray?
The first step in establishing a community's lighting standards is to determine what
the community's goals are for lighting. Are they to prevent crime, aid in security,
establish an identity, require energy efficient lighting, or protect the community's
"dark sky"?
Secondly, is the community attempting to. set a theme for their lighting? Do they
desire historical or modern lighting fixtures?
What are the needs for lighting other than the lighting of roadways or paths? The
answers to these questions help a community select a direction for their lighting
standards.
The current downtown lighting, focusing mostly on the core business area, consists of
"shoe box" light fixtures on 30-foot poles. These lighting fixtures are responsible for
the majority of the street lighting. In addition to the "shoe box" fixtures are the
octagonal shaped pedestrian lighting fixtures. These pedestrian lighting fixtures do
supplement the street lighting fixtures but their main function is to provide aesthetics.
The light output from these lighting fixtures is minimal and this can be viewed on
Walnut Street between Santa Fe and Fifth Street where the pedestrian lights are the
main source of light and the area has a very low light level.
In the area around the main business core, the roadway is illuminated with "cobra
head" lighting fixtures on 30-foot poles. The spacing of these poles in areas of
business, such as north Santa Fe and north Seventh Street, is in a regular pattern and
provides a uniform lighting level.
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In other areas that are mostly residential, the pole placement is irregular and provides
lighting along the street more as a means of identifying the street routing and not
lighting the roadway. This level of lighting is evident along south Eighth, south
Fourth, and north Seventh.
5.2 Options
5.2.1 Do nothin9. Maintain the existing lighting system as it is. The age of the existing
street lighting, and pedestrian lighting, poles and fixtures will cause the amount of
maintenance required to increase. The existing lighting has been in place for over 20
years and electrical equipment (lamps, ballasts; wiring) will continue to deteriorate at
an increasing rate. The finish on many of the pedestrian poles and lanterns is
becoming weathered. Present cost is $0.00.
5.2.2 Repaint existing pedestrian liaht poles. Two ofthe existing pedestrian light poles have
been repainted within the last three years, with favorable results. To paint the poles,
the poles would need to be properly prepared for painting. The standard process, that
has been recently completed, involved first preparing the poles for painting by
sanding and spot priming, with a rust inhibitor primer, the areas that are rusted. After
this step, a chemical TSP (Tri-Sodium Phosphate) is applied to the entire painted
surface of the pole to clean the surface of oils and grease to allow the new paint to
adequately adhere to the existing paint or primer. The existing finish, which is bonded
to the steel pole, is not removed during this process. One gallon of paint will paint
four poles. A gallon of paint costs approximately $65.00. There is the option of using
either water based or oil based enamel paint. The oil based paint will provide a longer
lasting finish but the finish will get chalky and fade after 10 to 15 years. The water
based paint is better at maintaining the color but will only last 5 to 10 years. The two
poles that were painted were painted in-place with a portable paint booth and the
area was masked off to prevent the overspray from getting on the pavement. The
lighting fixture lenses were also masked off. The exterior enamel paint provides a
durable finish. The cost to paint a pole is approximately $150, assuming painting the
poles in-place. The majority of the cost is for labor to prepare and paint the pole and
fixture. Removing the pole, painting, and reinstalling would add an additional $250
per pole, all labor costs. A concern about painting the poles in place is the
coordination that would be required with businesses and pedestrians to restrict access
in the vicinity of the pole being painted. Painting the existing poles in place, at $150
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per pole, for 346 poles, amounts to $Sl,900. Removing, painting and replacing the
poles, for 346 poles in the downtown area, amounts to $138,400.
5.2.3 Repaint existin<;l pedestrian li<;lht poles black to match the new traffic signal poles.
benches and trash can holders. The process for this option is similar to Option 2,
above. The end result is a. black pole rather than a bronze or dark bronze pole. The
cost to paint a pole black, in-place, is approximately $150 per pole. The same
concerns, as expressed above, about painting the poles in-place, are also.a concern
with this option.
5.2.4 Refurbish existing lanterns. The existing lanterns consist of a brass frame, along with
top and bottom plates. The eight sided lanterns have a total of 24 acrylic panels that
are held in the brass frame with silicone and screws (four for each top and bottom
panel and six for the side panels). The brass frame and plates are covered with a
lacquer coating to prevent the brass from tarnishing. However, all of the lanterns have
varying amounts oftarnishing with some that appear almost all tarnished to a few that
have very limited tarnishing. The tarnishing does not damage the integrity of the
lantern and can be left to add to the "charm" of the lantern. Inside the lantern is a 175
watt metal halide lamp that is mounted vertically with the base of the lamp down.
Around the lamp is an acrylic refractor to distribute the light is a controlled manner.
The refractor is yellowed as a result of the ultraviolet (UV) light from the lamp.
Additionally, the acrylic panels are yellowed at an elevation that is horizontally above
the top of the internal refractor (approximately 12-inches above the bottom of the
lantern).
To refurbish the lanterns would require the removal of the lantern and the use of a
lacquer thinner to remove the remaining lacquer covering the brass and then the use
of a cleaning and polishing compound to remove the tarnish from the brass. After the
brass is cleaned, a protective lacquer finish would be applied to protect the brass from
tarnishing. Additionally, new acrylic panels would need to be installed to replace the
panels that are discolored from the lamp UV rays, the internal acrylic refractor would
need to be replaced due to the discoloring from the lamp's UV rays, and the lamp
socket would be replaced as the' porcelain deteriorates due to the heat of the lamp.
The refurbished lantern should maintain its "new" look with the lacquered brass for
approximately 10 years along with the acrylic lens and refractor before the UV rays
start to "yellow" these items. Removing the lanterns, refurbishing and reinstalling the
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lanterns will cost approximately $400 per lantern. With 346 pedestrian light poles, this
amounts to $138,400.
5.2.5 Replace all of the existing pedestrian Iightinq with new poles and lanterns. New poles
could be installed directly on top of the existing anchor bolts, with special ordered
pole bases. This would provide a pedestrian lighting system that would require
minimal maintenance for many years and have an expected service life of 20 years.
New lam'p and ballast technology, along with alternate lamp sources, could allow for
improved footcandle levels with a reduction in energy usage. A replacement cast
metal pole with a metal halide lamp lantern could be purchased and installed for
approximately $2,500 per pole. This cost would include removing the existing pole
and lantern, purchasing a new pole with a special order base to match the existing
anchor bolt pattern, and installing the new pole and lantern. With 346 pedestrian light
poles' and lanterns in the downtown area, this amounts to $865,000.
5.2.6 Delete every other pedestrian light pole and lantern. The net reduction in footcandle
level on the streets and sidewalks would be minimal. 'However, once the pole is
removed, the existing conduits that are stubbed up from below the sidewalk would be
exposed. There are three options to conceal the conduits. A concern with these
options is the visual impact of reducing the number the pedestrian light poles and
lanterns. The lanterns will be less apparent, and thus may lose the desired aesthetic
effect.
c
. Install a bollard. OPtion 1 = lighted or Option 2 = unliqhted. in the location of
the removed pedestrian light pole. This would allow for the placement of an
aesthetic bollard or a lighted bollard to help supplement the sidewalk
footcandle levels. A bollard could be selected that blends in with the existing
pedestrian light poles or the bollards could add architectural interest along the
street. A lighted bollard would cost, installed, approximately $400. Assuming
removing 45 percent ofthe existing pedestrian light poles and replacing them
with new bollards is estimated to cost $62,400. An unlighted bollard is
estimated to cost $360, with a resulting cost of $56,160 for 45 percent
replacement of existing pedestrian light poles.
. A third option is to install a flush junction box at the location of the removed
pedestrian light pole. The existing conduits and conductors would be
terminated in the junction box and would allow for future access. Placement of
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the box would require removal of some concrete, including the old light pole
foundation, and then.installing the box and new concrete. An estimated cost
for this option is $650 per junction box. Once again assuming replacing 45
percent of the existing pedestrian light poles with flush junction boxes is
estimated to cost $101,400.
5.2.7 Replace the existing Westar Energy street lighting poles and fixtures with City owned
poles and fixtures to light the street and sidewalk. This would require taller poles to
achieve the required footcandle levels on the roadway and sidewalk. This option is
really only viable in the core downtown area where pedestrian and street lighting
fixtures are installed. Areas such as Eighth Street and Fourth Street do not have
pedestrian lighting and therefore this option would not have the same benefit. Along
Santa Fe Avenue, Fifth Street and Seventh Street there are approximately 160
pedestrian light poles. At an estimated cost of $6,500 per pole to include new
foundations, raceway and conductors, this is $1,040,000. This system would be owned
and maintained by the City with an expected useful service life of 20 years.
5.2.8 Contract with Westar Energy to replace existing street lighting fixtures. The existing
mercury vapor lamps could be replaced with new metal halide or high pressure
sodium lamps. The existing poles could be repainted, however the color "black" is not
an available option. It costs Westar Energy about $900 to repaint a pole but would be
able to provide this service at no cost to the City. The change to a metal halide lamp
will allow for an increased light level and a more consistent light output over the life of
the lamp. The lighting fixtures would be a light gray. Repainting of the poles would
freshen up the look in the downtown area. A major drawback to this approach would
be the limited life of the repainted poles. Westar Energy has had limited success with
the existing poles holding the paint and remaining in good shape. Westar Energy
discourages this practice. Refer to Appendices for Westar Energy street lighting
options and monthly rates.
5.2.9 Contract with Westar Energy to replace the existing street lighting system. This option
would include the complete replacement of the existing lighting fixtures and poles.
Decorative (i.e. fluted) or painted steel poles are no longer an option that can be
obtained from Westar Energy. The poles would be replaced with either wooden poles
or steel poles. The steel poles would be galvanized steel. The lighting fixtures would
be "non-cutoff" cobra head type. This would replace the existing dark bronze painted
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poles and "shoe box" lighting fixtures with a "cutoff" type light distribution. The City
would be responsible for removing the existing concrete foundations and installing
any required conduit. Westar Energy would install new screw-in foundations and pull
the conductors. Refer to Appendices for Westar Energy construction standards and
monthly rates. The rate indicated is for Westar Energy to install, maintain and provide
power to each street lighting assembly. The City's cost for removing the existing
foundations and modifying the raceway to allow installation of the new screw-in
. foundation, for steel poles, could range between $150 and $300 per pole. The City's
cost for removing the existing foundations, to allow for the installation of new wooden
poles with overhead conductors, would be approximately $150 per pole.
5.2.10 Replace existing pedestrian lighting circuits. While there is no location that would
. prevent the possible future damage to the raceway or conductor, placing the street
lighting circuit at 24-inches below the top of the sidewalk rather than 4-inches, would
help to reduce damage as the result of sidewalk settlement, sidewalk replacement,
and tree removal/replacement. Any future work to replace the sidewalk or street
lighting system should include the removal and replacement of the underground
electrical raceway system to provide a more reliable system. The existing system has
been in service for over 20 years and is reaching the end of its useful life. A new
raceway system and conductors would provide the City with an expected useful life of
20 years. With an estimated cost of $65 per lineal foot for the sidewalk removal and
replacement, excavation, raceway, and conductors; and an estimated 18,000 lineal feet
of pedestrian lighting circuits along the roadway, this amounts to a total of $1,170,000.
The above options are recapped on the following page.
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Table 3: Breakdown of Options
OPTIONS BREAKDOWN
ITEM OPTION Descriotion Unit Cost Total Cost
5.2.1 Do Nothing Continue to provide maintenance on the existing
liohtino svstem $0.00 $000
5.2.2 Repaint pole in Place Sand, prime, clean and painting existing pole in
place. This includes masking off the lantern,
sidewalk and utiltizino a Dortable Daint booth. $150.00 $51,900.00
5.2.2a Repaint pole by removing Disconnecting electrical service, removing pole,
and replacing preparing and painting off-site, and re-installing on
existina foundation. $400.00 $138,400.00
5.2.3 Paint Poles Black Same process as Items 5.1.2 and 5.1.2a with the
same costs oer aooroach.
5.2.4 Refurbish Lanterns Remove lantern and clean and seal brass frame
with lacquer, replace 24 lens, refractor, lamp
socket and reinstall on existina pole. $400.00 $138,400.0C
5.2.5 Replace Existing Pedestrian Remove existing pedestrian lighting fixtures and
Lighting with New replace in the same location with a new cast metal
pole, convenience receptacle, and metal halide $865,000.OC
luminaire. $2,50000
5.2.6a Install Lighted Bollard Install a lighted bollard.at the location of any .
removed pedestrian lightino fixtures. $400 00 $62,400.0C
5.2.6b install Un-Lighted Bollard Install an un-lighted bollard at the location of any
removed pedestrian lighting fixtures. $360.00 $56,160.00
5.2.6c Install Junction Box install an at-grade junction box at the location of
any removed pedestrian liahtina fixtures. $650.00 $101,400.0C
5.2.7 New Poles and Lighting
Fixtures for Roadway Eliminate Westar Energy Streetlighting and the
lighting Pedestrian Lighting fixtures and replace with a new $1,040,000.OC
street/sidewalk lighting system on 30 foot poles. $6,500.00
5.2.8 Contract with Westar Energy Westar to remove exsting cobra head or shoe box
to install new street lighting type lighting fixtures with mercury vapor iamps and
fixtures replace with new cobra head lighting fixtures.
Monthly charge per Westar Energy rate schedule.
for selected wattage and iamp type.
$0.00 $O.OC
5.2.9 Contract with Westar Energy
to install new steel poles and New roadway lighting system consisting of new
light fixtures steel poles, overhead conductors, and new lighting
fixtures installed in the current pole locations. City
to remove existing foundations and install conduit
as required to connect to new screw-in foundations $300.00 $69,300.0C
5.2.9a Contract with Westar Energy New roadway lighting system consisting of new
to install new wooden poles wooden poles, overhead conductors, and new
and iight fixtures lighting fixtures installed in the current pole
locations. City to remove existinQ foundations. $150.00 $34,650.0C
5.2.10 Replace Existing Pedestrian Kemove eXisting SlcewalKS ana replace, excavate,
Lighting Circuit with new install raceway and conductors at 24-inches below
the top of sidewalk for an estimated 18,000 lineal
feet of circuit. . $65.00 $1,170,000.00
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SECTION 6 - RECOMMENDATIONS
6.1 Introduction
The IESNA provides guidelines for recommended lighting levels based upon the
classification of roadway. These guidelines, as previously stated, are not rules that
must be followed. Local conditions, which vary from safety concerns -- to increased
visibility -- to ability to afford lighting enhancements, are all valid reasons for the
placement and intensity of roadway, parking lot, crosswalk, and tunnel lighting levels.
The following recommendations are suggested lighting improvements to enhance the
current lighting system in the Bid Improvement District.
6.2 Street Lighting
Almost without exception, the lighting levels measured in the field were below the
IESNA recommended values. This can be attributed to the age of the lighting system
and the light source. The existing mercury vapor street lighting fixtures have outlived
their usefulness in providing a high level of light output compared to the energy
consumed. Over time, the efficiency of the light fixture has decreased and the lighting
levels have decreased with them.
The installation of new metal halide or high pressure sodium lighting fixtures will
greatly increase the light levels on the roadway. The data indicates that with the
uniformity of the existing light levels (Avg/Min) a more efficient light source would still
provide a uniform light pattern, but at a higher level. Therefore, BWR does not
recornmend changing the spacing ofthe existing roadway lighting fixtures and poles.
Areas along the "fringe" of the Business Improvement District (BID) have limited
lighting installed. For the most part these areas are a combination of residential and
limited commercial property. The majority of the "fringe" areas do not have
comrnercial traffic at night. Therefore, the lack or limited amount of roadway lighting
appears to be appropriate.
The main areas that require additional lighting appears to be confined mostly to east-
west streets through the BID. The lighting on Mulberry is limited, but this area, being
on the southern "fringe" of the BID is not of great concern. Residential property
between 4th and 5th Streets are adequately served by the existing lighting. The same is
true between 7th and 8th Streets where a church and apartments are located. However,
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the lighting between one-half block east of Santa Fe and 7th Street is substandard and
should be improved. Limited roadway lighting is provided in this area and should be
increased.
Walnut Street has a very limited number of roadway lighting fixtures and the street is
relatively dark from 4th Street to 8th Street. While this street does not serve a large
number of commercial properties that have nighttime business, the street is
uninviting and greater pedestrian . safety could be achieved with increased roadway
lighting fixtures. The lack of ambient lighting is most apparent with evening activities
at the Stiefel Theatre and local restaurants.
The last noted roadway with inadequate lighting is the area on Iron Street near the
Smoky Hill Museum. There is a lack of roadway lighting poles on the south side of
Iron, just east of the museum. ,Once again, with the potential for evening activities at
the museum, an increase in light level will provide a more inviting atmosphere and
increase pedestrian safety.
If the lighting in these areas is provided by Westar Energy, the monthly rates would
apply as indicated in the Appendices.
6.3 Pedestrian Lighting
The bulk of the roadway lighting is accomplished by the roadway lighting fixtures.
The pedestrian lighting fixtures help to provide vertical footcandles to provide a more
inviting and safe environment, but they do little to supplement the roadway lighting
fixtures. While the pedestrian lights do allow for a more uniform looking light level,
".. ,
their main function is to provide an identity and pedestri,an comfort. Suggestions to
remove some of these pedestrian light poles will have a minor impact on the overall
,
lighting system performance, however, the overall appearance and identity of the BID
would change. The existing pedestrian lighting fixtures are spaced generally SO to 60
feet apart. By removing only every other light, the visual impact of the pedestrian
lights may be diminished.
,
Most of the communities that BWR has worked with have:very similar pedestrian light
. ,
pole spacing. Salina's downtown is somewhat different i,n that the roadway lighting
fixtures actually light the roadway while the pedestrian Ifghts provide the identity of
the area and pedestrian comfort. Other communities either utilize pedestrian lights
for all the lighting or supplement the pedestrian lights at intersections and crosswalks.
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Development of Lighting Recommendations
Downtown Salina, Kansas
June 2008
Our recommendation to not reduce the number of pedestrian lights is based on our
view of the role that the pedestrian lights play in the identity of downtown and not
primarily for roadway lighting. In all areas that currently have pedestrian lights, only
. the plazas rely upon the pedestrian lights to adequately illuminate the area.
Therefore, the spacing is somewhat subjective.
The parking lots in the BID are lined with the pedestrian lighting fixtures. The plazas,
for the most part, are also illuminated with the same pedestrian lighting fixture. These
pedestrian lighting fixtures not only provide supplemental light, but give the area an
identity. BWR does not recommend significantly reducing the number of pedestrian
lighting fixtures.
Repainting the existing fixtures is detailed in paragraphs 5.1.2, 5.1.3 and the
refurbishing of the lanterns in 5.1.4, and is recommended if the existing lighting
fixtures and poles are to remain.
6.4 Parking Lots
6.4.1 The City owned parking lots between Elm and Mulberry, bounded by 5th on the east
and 7th on the west are well illuminated. BWR does not recommend modifying the
current lighting system. However, the parking lot that is east of 5th Street, and the two
parking lots west of 7th Street have minimal lighting at the far reaches of the lots. In all
three lots the lighting fixtures are located on the Santa Fe side of the alley in each lot.
This places the lighting fixtures further from the far edge of the lot. Additionally, the
far edges of the lots are on streets that have limited roadway lighting. This leaves
these edges dark. To correct this problem with low light levels there are three possible
solutions.
6.4.1.1 The first would be to install additional roadway lighting on the outer streets. The
lighting from these lighting fixtures would help to supplement the lighting within
the parking lots. If these roadway lighting fixtures are provided by Westar Energy,
the monthly rates would apply as indicated in the Appendix.
6.4.1.2 A second solutionis to install an additional floodlight pole, on the other side of the
alley, to supplement the parking lot lighting. The cost of furnishing, installing and
connecting the lighting fixtures to power is estimated to cost $12,000 per pole. Only
one pole is re.commendedper parking lot.
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Page 27
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Development of Lighting Recommendations
Downtown Salina, Kansas
June 2008
6.4.1.3 A third solution is to provide pedestrian type lighting fixtures along the outer edge
of the lot. This would help to supplement the lighting level in the parking lot and
also help provide a visual clue as to the location .of a public parking lot. The cost of
furnishing, installing and connecting the lighting fixtures to power is estimated to
cost $7,000 per pole. Each 'of the three parking lot~ would require only three
pedestrian lighting fixtures each.
6.4.2 Two additional parking lots have low light levels near the 'outer edges. These lots are
located at the southwest corner of Santa Fe and Ash and at the northwest corner of
Santa Fe and Ash. The light levels at the south edge of each lot are below the IESNA
recommended level. The lighting along the southern edge of the northwest parking
lot could be improved by having adequate roadway lighting on Ash Street in this area
to help supplement the parking lot lighting floodlights. Additionally, lighting could be
mounted on the Chamber of Commerce building to supplement the parking lot
lighting at an estimated cost of $600 per light fixture.
6.4.3 The southwest parking lot has trees that block some of the parking lot lighting as well
as being far from the floodlights located in the center of the lot. Additional lighting
should be mounted on the north wall of the building located at the south edge of the
lot or additional pole mounting lighting fixtures if mounting to the building is not a
feasible option. Wall mounted lighting fixtures, connected into the parking lot
lighting system is estimated to cost $' ,000 per wall mounted fixture. Adding a light
pole and connecting it into the'existing parking lot lighting system is estimated to cost
$4,000 per pole.
6.5 Plazas
,
Plaza lighting is substantially below the IESNA recommendations for this type of area
and requires additional lighting for pedestrian safety. The current use of pedestrian
lighting fixtures to provide the lighting in these areas is i,nadequate. To prevent the
need to completely revise the lighting system, it is recommended to either replace
one or more of the pedestrian lighting fixtures with a taller pole which contains
floodlights to provide the lighting within the walkway area. Alternatively, additional
lighting fixtures mounted on walls of buildings, either side; of the plaza areas, could be
utilized if acceptable to building owners.
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Development of Lighting Recommendations
Downtown Salina, Kansas
June 2008
6.6 Alleys
Lighting in the alleys can only be justified where there is a concern for the public's
safety. Businesses that require lighting in the alley due to delivery doors, or to deter
vandalism, can and have installed lighting fixtures on their buildings or are paying
Westar Energy for a dusk-to-dawn area light. The alleys in the main core of the BID are
contiguous with the parking lots and have adequate lighting from the parking lot
lighting fixtures and the perimeter pedestrian )ighting fixtures. BWR does not
recommend that the City install or contract for additional alley lighting fixtures.
6.7 Tunnels
The existing tunnels, illuminated by recessed fluorescent lighting fixtures, are well
illuminated. Time and vandalism have taken their toll on the lighting'fixtures. The
metal louvers, that provide protection for the lamps, are rusting and have been bent.
The environment is harsh both physically and climate. The ability to place a lighting
fixture in an area that is not under c~nstant supervision that will survive the potential
physical abuse is costly. The existing lighting fixtures have performed well and the
open louvers prevent the accumulation of insects.
BWR recommends performing maintenance on the existing lighting fixtures. In
addition, the existing louvers could be. removed and repainted for reinstallation.
There are a few of the 28 lighting fixture louvers that are bent. Straightening the
louvers may be the only solution as it is not known if replacement louvers are
available. It is estimate to cost $200 per lighting fixture to remove, prepare for
painting, painting and reinstallation of each louver. New lighting fixtures are
estimated to cost $900 each.
6.8 Crosswalks
The existing lighted crosswalks provide a visual cue, along with increased visibility, for
motorists. The existing strip fluorescent lighting fixtures work well with the structural
steel.architecture of the canopies. Other than some missing lenses, the lighting
'system appears to be performing well.
6.9 Light Sources
In the BID, there are currently four different light sources being utilized. The roadway
lighting fixtures, as provided by Westar Energy are primarily mercury vapor. As these
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Page 29
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Development of Lighting Recommendations
Downtown Salina, Kansas
June 2008
lamps/ballasts fail, they are being replaced with high pressure sodium. Mercury vapor
lamps are no longer being produced and will eventually be replaced by another light
source. The source of choice for Westar Energy is high pressure sodium.
High pressure sodium (HPS) is a high intensity discharge light source. The number of
lumens that are produced per watt of energy is greater in the high pressure sodium
lamp than in the mercury vapor lamp. The HPS lamp emits a yellowish light that lacks
the red wavelengths of light. This results in the "missing car" effect of red colored cars
appearing brown or dark gray in color under this light.
The pedestrian and parking lot .floodlights utilize metal halide lamps as the light
source. This lamp is also considered a high intensity discharge light source. This lamp
is not as efficient as a HPS lamp but the color rendering ability of the metal halide
lamp is much greater than the HPS. The "whiter" light that is produced gives color to
landscaping and generates a broader range of the color spectrum.
The tunnels and crosswalks are illuminated with fluorescent lamps. The tunnels utilize
lamps that have a high "temperature" rating (6S00 K) and simulate daylight.
Technology is producing new light sources for exterior lighting. A community in
Michigan has a pilot project that is utilizing LED as a light source. These lighting
fixtures were just recently installed for testing. A request by BWR for photometric
data, to allow for a comparison with other light sources, was denied due to the lack of
data.
Another lighting source that is starting to make an appearance in the roadway lighting
market is induction lamps. These lamps have the ability to have instant on, as
opposed to the HID lamps which required a period ohime to start and come up to full
brightness. The lamp produces a white light and is rated for 100,000 hours (over 20
years). Since this is emerging technology, the lighting fixtures are very expensive and
have been reported to sell for nearly $1,000 each.
BWR recommends that roadway and pedestrian lighting, in the BID, utilize metal
halide lamps to provide a brighter, whiter and more color corrected light.
1 Ninth Edition of the IESNA Lighting Handbook, Reference and Application
tf1 ~~~
Page 30
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Development of Lighting Recommendations
Downtown Salina, Kansas
January 2008
Appendix A: Business Improvement District #1 - Study Area
R:\200HI2SS\Ol-SABIDLlGffTlNGIWPC\REPORT\UgRecRpt-D,.ft2.doc
@~~B
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January 2008
Appendix B: Legend
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R:\2007-Q255\Ol-SA BID UGHTlNGIWPc\REPORT\Ltg Re<: Rpt-Draft2_doc
Appendices
.@~~~
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FIVE GLOBE INCANDESCENT
~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
January 2008
Appendix C: Plan Sheets (1 - 4)
R:\200Hl2SS\Ol-SABIDLIGHllNGIWPC\REPOffi\L1gRecRPI_Dr.ft2,doc
~ ~~13
Appendices
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SAUNA LEE DISTRICT UGHTlNG STUDY
~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
JanuarY 2008
Appendix D: Existing Downtown Light Fixtures
TypesA-D
Types E - H
Types I, K, ST & WD
R:\2QOHl255\01-SABIDUGHTlNG\WPC\REPORT\UgRecRpl-Draft2.doc
Appendices
lf1 ~~~
Existing Downtown Lighting Fixtures
Type A
Type C
Type B
Type 0
Existing Downtown Lighting Fixtures
Type E
Type G
~
Type F
Type H
Existing Downtown Lighting Fixtures
-;
Type K
Type I
-,
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Type WD
!!!port
Development of Lighting Recommendations
Downtown Salina, Kansas
January 2008
Appendix E: Business Improvement District #1 - Area Classifications
(Business, Intermediate & Residential)
R:\2007-1l2S5\Ol-SA BID L1GHTING\WPClREPORT\Ltg Rec Rpl-Draft2.doc
~~~B
Appendices
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~ort
Development of Lighting Recommendations
. Downtown Salina, Kansas
. . January 2008
Appendix F: Data Sheets
Santa Fe between Iron & Walnut
Santa Fe between Ash & Elm
7th Street between Ash & Elm
8th Street between Ash & Iron
8th Street between Iron & Walnut
Sth Street between Iron & Walnut
R'\2007-{1255\Ol.SABIDLIGHTlNG\WPC\REPORT\UgR~cRpt.Dr.ft2.doc
Appendices
~~~~
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5TH STREET BETVVEEN
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~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
January 2008
Appendix G: Parking Lot Data Sheets
Parking Lot South of United Building
Parking Lot between 5th & Iron North of Walnut
Parking Lot between Iron & Walnut (Between 4th & 5th Streets)
Parking Lot between Iron & Walnut (Between 7th & 8th Streets)
R,\2007-o2S5\OHABIDLlGHTlNG\WPC\REPORl\LtgRecRpt-O.aft2.doc
~~~~
Appendices
L
PARKING LOT SOUTH
OF UNITED BUILDING
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I
~ort
,
Development of Lighting Recommendations
Downtown Salina, Kansas
January 2008
Appendix H: Westar Energy Information
Letter with Lighting Option Rates
Foundation Details
R:\200Nl255\Ol-SABIDLlGH11NG\WPC\RE?ORTILlgReoRpt-Draft2.doc
Appendices
[fJ ~~~
~-~r Energy..
November 27.2007
Mr. Lany Stoss
BWR
2335 E. Crawford
Salina, Kansas 67401
F~EC~~\J~O'
,... ,-
,
Dear Larry:
In response to your request for information on street lighting options from
Westar Energy. I submit the following.
Cobra style head on Wood Pole:
70 Watt HPS
100 Watt HPS
150 Watt HPS
250 Watt HPS
400 Watt HPS
175 Watt Metal Halide
250 Watt Metal Halide
400 Watt Metal Halide
$4.98
$6.74
$7.40
$10.05
$13.69
$17.90
$23.00
$26.80
Cobra style head on Galvanized Steel Pole:
70 Watt HPS
100 Watt HPS
150 Watt HPS
250 Watt HPS
400 Watt HPS
175 Watt Metal Halide
250 Watt Metal Halide
400 Watt Metal Halide
$10.24
$12.10
$12.76
$15.41
$19.05
$23.26
$28.36
$32.16
If the City requires or request.s underground feeds to the system t.hen the Cit.y
will be required to provide the trench, backfill, and conduit or a CID qualified
contract.or to install conductor in duct provided by Westar Energy. Any pole
change down town would requtre new bases due to bolt patterns. All concrete
work would be customer responsibility. Painting is an option. but lasts only a
short time then looks worse than before.
The City also has the option to install decorative lighting of their choosing by
. installing 9 to 12 metering points to serve the downtown area and Westar
would remove the existing street light poles.
Due to the many options, costs and responsibilities we would be glad to meet
with you and discuss them. Please feel free to give me a call at (785) 822-3560.
ReSpeCtfu~, IQ \~ ~['L--.
_ C) (\..( q ~'V~"''V ~
( Gteg Jack~ n .
Electric Distribution SUP€jum~ftSOll PI ISolill". K""S"S 67401.7426
GJlklm
MACRO UN IT PPLI CATIONS
,SA AlXKJl f1lUNDATI~ ,lJR POLE
CU CODE
CLPGRDS/S U
CNDC4SD
,NDSSLlSBC
RODGRDS/SXS
IDa DESCRIPTION GTY
1 CLAMP-GROUND R D S/S' CU ALLOW 1
2 WIRE 4 AWG SOLID CU SO,T DRAWN 1
3 ,OUNDATI0N-STREET LIGHT 11'-17' I
4 ROD-GROUND S/S' X S' COPPERWELD I
PREFERRED
SIDEWALK
-L- ~
5'-0
5'-0
/
,
lllllE
SIDEWALK
BASE PLAN VIEW
NOTES.
1. STEEL STANDARDS SHALL BE PLUM ON TWO VERTICAL PLANES 90' APART.
2. ALL EXCAVATED DIRT AND CONCRETE TO BE HAULED AWAY.
3. IN CASE THE FOUNDATION WILL BE INSTALLED IN AN AREA WHERE A FUTURE SIDEWALK OR
CURB HAS NOT BEEN INSTALLED, THE FOUNDATION WILL BE INSTALLED AS SHOWN IN FIG. 2.
4. AUGER FOUNDATION APPROVED FOR STEEL POLES. M. C. NOS. 7705604, 7705605. AND 7705608.
~ 10' 'TO IS' BOLT CIRCLES.
~ THIS DIMENSION TO BE SPECIFIED BY THE CITY. COUNTY OR STATE OFFICIALS.
7. REQUIRES UNIVERSAL DRIVING TOOL AND CORRECT KELLY BAR ADAPTOR.
8. FOUNDATION SHOULD BE INSTALLED IN UNDISTURBED SOIL. WHERE THE SOIL IS DISTURBED.
IT SHALL BE BACKFILLED IN 6 INCH LAYERS AND AIR TAMPED.
NOTE, UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN INCHES
CAD, FILE I
ESTD. INSERV 0 03/31/03 RJO
132825.LC-00IOOP. STLT NO. DATE BY
WESTAR ENERGY
AUGER FOUNDATION
FOR STEEL POLES
DP
CK
SHEET I OF I
LCS 13-2825
REV 0
ALTERNATE
it
/ '
A
7 /4'
/4'
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,
BOLT CIRCLE
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GROUT AFTER POLE IS PLUMB
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CAD, FILE
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o 03/31/03 RJO
NO. DATE BY
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AND OVERHEAD TANGENTS)
DIMENSIONS ARE IN INCHES POLE FOUNDATIONS
WESTAR ENERGY 30-335 tAT AMNODUN1TIINGGA HT
SHEET 1 OF 2
LCS 13-2830
REV 0
,
,
COMPLETE MATERIAL LIST COMPLETE MATERIAL LIST
ID # MATERIAL QTY ID # MATERIAL QTY
1 ANCHOR BOLT 1-1/4'X48' 4 1 ANCHOR BOLT I' X 40' 4
2 GROUNDING CLAMP 1 2 ,GROUNDING CLAMP 1
3 GROUNDING CONNECTOR 1 3 GROUNDING CONNECTOR 1
4 GROUND ROD 5/8' X 8' 1 4 GROUND ROD 5/8' X 8' 1
CONCRETE 3/4 YO CONCRETE 3/4 YO
NO. 6 REBAR 4\ ELBOW 2' PVC J.
NO. 3 REBAR Ai\. EXTENSION 2' PVC /:
NO. 6 REBAR A
.' NO. 3 REBAR "
3 GA POLES ( OVERHEAD 11 GA POLES (ALL UNDERGROUND
DEADEND ONl Y) AND OVERHEAD TANGENTS)
NOTES.
&. CONCRETE SHALL BE 3500 LB. READY MIX. CONCRETE SHALL BE ADEQUATELY
V I BRA TED. ANCHOR BOLTS SHALL BE SET WITH A TEMPLATE. TOP OF
CONCRETE TO BE FINISHED SMOOTH AND LEVEL WITH SIDEWALK SURFACE. ' ALL
EXCAVATED DIRT AND CONCRETE TO BE HAULED AWAY. ALLOW 15 DAYS CURING
TIME BEFORE INSTALLING STEEL POLE. STEEL POLE SHALL BE PLUMB ON
TWO VERTICAL PLANES 90' APART.
& IN AN AREA WHERE THE SIDEWALK OR CURB HAS NOT BEEN INSTALLED, FINISH
THE TOP OF THE FOUNDATION LEVEL WITH THE TOP OF THE FUTURE CURB OR
S IIlEWALK. THE DIMENSION BETWEEN THE CENTERLINE OF THE FOUNDATION TO
THE EDGE OF THE CURB SHALL BE SPECIFIED BY THE CITY, COUNTY OR STATE.
.&. CONDUIT IS TO BE USED FOR UNDERGROUND SERVICE ONLY, AS REQUIRED FOR A
PARTI CULAR JOB.
&. VERTICAL REBAR FOR -
3 GA POLE. 6 - NO.6 REBAR 5'-6 EQUALLY SPACED ON A 18' DlA CIRCLE.
11 GA POLE' 6 - NO.6 REBAR 4'-6 EQUALLY SPACED ON A 18' DIA. CIRCLE.
&. HORIZONTAL REBAR RINGS FOR -
3 GA POLE, 8 - NO. 3 REBAR. ALL CIRCULAR TIES EQUALLY SPACED.
11 GA POLE. 6 - NO.3 REBAR. ALL CIRCULAR TIES EQUALLY SPACED.
&. SEE LCS 13-2825 FOR PREFERRED STREET LIGHT FOUNDATION.
NOTE' UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN INCHES POLE FDUNDA TI ONS
CAD,FILE 1 ,-.-. ~ ~EST AR ENERGY 30-35 FT MOUNTING HT
ESTD, INSERV 0 03/31/03 RJO Vj)'p 3 GA AND 11 GA
132830-LC-00200P,STLT NO. DATE BY CK APP SHEET 2 OF 2 LCS 13-2830 I REV 0
I
(
(
/
l.
"
( ~
',,-~ ~
\
l
'_.
~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
January 2008
Appendix I: Point-by-Point Lighting Calculations
Lighting Calculations and Input Data
Isofootcandle Plots (in back pocket)
Sheet 1 - Elm to Ash
Sheet 2 - Ash to Iron
Sheet 3 -Iron to Walnut
Sheet 4 - Walnut to Mulberry
.R,\:lOO7-Q255\Ol-SABIDLI<'HTING\WPC\REPORT\llgRe(Rpt-Orafl2.d<><;
lf1 ~~B
Appendices
@
BWR I Right in the Center
City of Salina, Kansas
Downtown Lighting Analysis
January, 2008
1
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
User and Job File Information
User Information
Amy Houghton
Bucher Willis & Ratliff Corporatiion
2335 Crawford
salina Kansas 67401
Voice Number: 785-827-3603
Fax Number : 785-827-3029
Email Address: itregs@bwrcorp.com
Job File Information
Filename
Location
Created By
Created Date
Created Version
Modified By :
Modified Date :
Modified Version
Total Time (Hrs)
Description
SalinaDowntownStreetLighting.A32
R:\2007-0255\01-SA BID LIGHTING\Calcs\
Amy Houghton
10/16/2007 9:36:08 AM
1. 95.2
Larry Stass
1/28/2008 1:52:16 AM
1. 95.2
26.35
Information
2
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting .A32
2/4/2008
BWR I Right in the Center
Luminaire Definition(s)
Pedestrianl
HL980130
Filename ==
Lumens per Lamp =
Number of Lamps ==
Lamp Lumen Depreciation (~LD) ==
Lamp Dirt Depreciation. (LDD) ==
Ballast Factor (BF) ~
Total Light Loss Factor (LLDxLDDxBF)
Lurninaire Watts =
Total Watts =
Luminaire Effective Projected Area
Total Effective Projected Area
Normal Mode Symbol
Normal Mode Symbol Scaling
Render Mode Symbol
Render Mode Symbol Scaling
Housing Color ==
Luminous Color
Arrangement =
Arm Length ==
Offset ~
Pole Mounted
Pedestrian2
HL980130
Filename ==
Lumens per Lamp ==
Number of Lamps ==
Lamp Lumen Depreciation (LLO) ==
Lamp Dirt Depreciation (LOO) ==
Ballast Factor (BF) ~
Total Light Loss Factor (LLDxLDDxBF)
Lurninaire Watts ==
Total Watts ==
Luminaire Effective Projected Area
Total Effective Projected Area
Normal Mode Symbol
Normal Mode Symbol Scaling
Render Mode Symbol
Render Mode Symbol Scaling
Housing Color ==
Luminous Color
Arrangement =
Arm Length ~
Offset ~
Pole Mounted
Cobraheadl
AE3860: 125 40M R3 DG
HL980130. IES
7700
1
0.4
1
1
0.400
188
188
o Sq.Ft.
o Sq.Ft.
CIRCLE DOWN
(X~ 2 y~ 2 z~ 2)
CIRCLE DOWN
(X~ 2 y~ 2 z~ 10)
(R~ 51 G~ 51 B~ 51)
(R~ 255 G~ 255 B~ 255)
SINGLE
o
o
HL980130. IES
7700
1
0.4
1
1
0.400
188
188
o Sq.Ft.
o Sq.Ft.
CIRCLE DOWN
(X~ 2 y~ 2 z= 2)
CIRCLE DOWN
(X~ 2 y~ 2 z~ 10)
(R~ 51 G~ 51 B~ 51)
(R= 255 G~ 255 B~ 255)
SINGLE
o
o
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting ,A32
2(4(2008
3
{iJ
BWR I Right in the Center
Luminaire Definition(s)
Filename =
Lumens per Lamp =
Number of Lamps =
Lamp Lumen Depreciation (LLO) =
Lamp Dirt Depreciation (LOO) =
Ballast Factor (BF) ~
Total Light Loss Factor (LLDxLDDxBF)
Lurninaire Watts =
Total Watts =
Lurninaire Effective Projected Area
Total Effective Projected Area
Normal Mode Symbol
Normal Mode Symbol Scaling
Render Mode Symbol
Render Mode Symbol Scaling
Housing Color =
Luminous Color
Arrangement =
Arm Length =
Offset ~
Pole Mounted
Shoebox
AE3536: 153 25V R3 SG
Filename
Lumens per Lamp =
Number of Lamps =
Lamp Lumen Depreciation (LLO) =
Lamp Dirt Depreciation (LOO) =
Ballast Factor (BF) =
Total Light Loss Factor (LLDxLDDxBF)
Luminaire Watts =
Total Watts =
Luminaire Effective Projected Area
Total Effective Projected Area
Normal Mode Symbol
Normal Mode Symbol Scaling
Render Mode Symbol
Render Mode Symbol Scaling
Housing Color =
Luminous Color
Arrangement =
Arm Length =
Offset ~
Pole Mounted
Cobrahead2
LTL14271: 115 10S R3 DA
Filename =
Lumens per Lamp =
Cont.
AE3860.ies
7700
1
0.4
1
1
0.400
465
465
o Sq.Ft.
o Sq.Ft.
CIRCLE DOWN
(X~ 2 y~ 2 z~ 2)
CIRCLE DOWN
(X~lY~.lZ~l)
(R~ 51 G~ 51 B~ 51)
(R~ 255 G~ 255 B~ 255)
SINGLE
12
0.68381
AE3536.ies
13000
1
0.5
1
1
0.500
285
285
o Sq. Ft.
o Sq.Ft.
SHOEBOX
(X~ 2 Y~ 2 Z~ 2)
SHOEBOX
(X~ 2 Y~ 2 Z~ 1)
(R~ 51 G~ 51 B~ 51)
(R~ 255 G~ 255 B~ 255)
SINGLE
12
0.68381
LTL14271. ies
15500
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
4
~
BWR I Right in the Center
Luminaire Definition(s)
Cont.
Number of Lamps =
Lamp Lumen Depreciation (LLO) =
Lamp Dirt Depreciation (LOO) =
Ballast Factor (BF) ~
Total Light Loss Factor (LLDxLDDxBF)
Luminaire Watts =
Total Watts ~
Luminaire Effective Projected Area
Total Effective Projected Area
Normal Mode Symbol
Normal Mode Symbol Scaling
Render Mode Symbol
Render Mode Symbol Scaling
Housing Color =
Luminous Color
Arrangement =
Arm Length =
Offset =
Pole Mounted
1
0.6
1
1
0.600
133
133
o Sq.Ft.
o Sq.Ft.
CIRCLE DOWN
(X~ 2 y~ 2 z~ 2)
CIRCLE DOWN
(X~ 2 y~ 2 z~ 1)
(R~ 51 G~ 51 B~ 51)
(R~ 255 G~ 255 B~ 255)
SINGLE
12
0.642615
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStICeetLighting.A32
2/4/2008
5
53
BWR I Right in the Center
Luminaire Location(s)
Luminaire Locations
Project Name : ProJect 1
Coordinates in Feet
Lum. Aiming Point
No. Label X L- -'--- Orient . Tilt Roll Spin L- L- -'--- Status
1 Pedestrian! 4915.85 6018.41 12 0 0 0 0 4915.85 6018.41 12 On
2 Pedestrian! 4915.8 6128.21 12 0 0 0 0 4915.8 6128.21 12 On
3 Pedestrianl 4916.14 6237.06 12 0 0 0 0 4916.14 6237.06 12 On
4 Pedestrianl 4915.55 6338.96 12 0 0 0 0 4915.55 6338.96 12 On
5 Pedestrian! 4989.4 5984.65 12 180 0 0 0 4989.4 5984.65 12 On
6 Pedestrian! 4990.03 6075.89 12 180 0 0 0 4990.03 6075.89" 12 On
7 Pedestrianl 4991.85 6183.15 12 180 0 0 0 4991.85 6183.15 12 On
8 Pedestrian! 4991.83 6285.41 12 180 0 0 0 4991. 83 6285.41 12 On
18 Shoebox 4916.12 6087.54 30 0 0 0 0 4916.12 6087.54 30 On
19 Shoebox 4989.88 6083.44 30 180 0 0 0 4989.88 6083.44 30 On
20 Shoebox 4916.12 6224.66 30 0 0 0 0 4916.12 6224.66 30 On
21 Shoebox 4991.77 6219.93 30 180 0 0 0 4991.77 6219.93 30 On
22 Shoebox 4915.56 6328.83 30 0 0 0 0 4915.56 6328.83 30 On
23 Shoebox 4992.17 6329.2 30 180 0 0 0 4992.17 6329.2 30 On
24 Pedestrian2 4916.64 6386.08 12 0 0 0 0 4916.64 6386.08 12 On
25 Pedestrian2 4992.21 6342.41 12 180 0 0 0 4992.21 6342.41 12 On
26 Pedestrian2 4916.6 6288.75 12 0 0 0 0 4916.6 6288.75 12 On
27 Pedestrian2 4991.7 6231.88 12 180 0 0 0 4991. 7 6231.88 12 On
28 Pedestrian2 4916.42 6184.12 12 0 0 0 0 4916.42 6184.12 12 On
29 Pedestrian2 4991.6 6131.42 12 180 0 0 0 4991. 6 6131.42 12 On
30 Pedestrian2 4916.02 6077.95 12 0 0 0 0 4916.02 6077.95 12 On
31 Pedestrian2 4991.06 6031.76 12 180 0 0 0 4991.06 6031. 76 12 On
33 Pedestrian1 4894.72 6434.4 12 0 0 0 0 4894.72 6434.4 12 On
37 Pedestrian2 4916.68 6503.73 12 0 0 0 0 4916.68 6503.73 12 On
39 Pedestrian1 4916.91 6557.11 12 0 0 0 0 4916.91 6557.11 12 On
40 Shoebox 4916.91 6577.21 30 0 0 0 0 4916.91 6577.21 30 On
42 Pedestrian2 4917.6 6601. 93 12 0 0 0 0 4917.6 6601.93 12 On
44 Pedestrian1 4917.6 6646.3 12 0 0 0 0 4917.6 6646.3 12 On
55 Pedestrian1 4917.3 6856.5 12 0 0 0 0 4917.3 6856.5 12 On
57 Pedestrian1 4917.08 6957 12 0 0 0 0 4917.08 6957 12 On
59 Pedestrian1 4916.33 7058.76 12 0 0 0 0 4916.33 7058.76 12 On
63 Pedestrian1 4916.9 7240.21 12 0 0 0 0 4916.9 7240.21 12 On
61 Pedestrian2 4916.69 7278.2 12 0 0 0 0 4916.69 7278.2 12 On
65 Pedestrian1 4918.2 7340.11 12 0 0 0 0 4918.2 7340.11 12 On
68 Pedestrian1 4916.85 7483.27 12 0 0 0 0 4916.85 7483.27 12 On
70 Pedestrian1 4861.26 7564.44 12 90 0 0 0 4861.26 7564.44 12 On
71 Pedestrian1 4769.47 7568.06 12 90 0 0 0 4769.47 7568.06 12 On
72 Pedestrian1 5052.22 7567.25 12 90 0 0 0 5052.22 7567.25 12 On
73 Pedestrian1 5211.12 7566.34 12 90 0 0 0 5211.12 7566.34 12 On
74 Pedestrian2 5155.02 7566.34 12 90 0 0 0 5155.02 7566.34 12 On
75 Pedestrian2 4797.09 7565.3 12 90 0 0 0 4797.09 7565.3 12 On
76 Pedestrian2 4699.52 7565.9 12 90 0 0 0 4699.52 7565.9 12 On
77 Pedestrian2 4918.61 7540.28 12 0 0 0 0 4918.61 7540.28 12 On
79 pedestrian2 4918.38 7399.38 12 0 0 0 0 4918.38 7399.38 12 On
81 Pedestrian2 4916.88 7190.62 12 0 0 0 0 4916.88 7190.62 12 On
6
AGl32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
...~
BWR I Right in the Center
Luminaire Location(s) Cont.
110 Pedestrian2 5207.95 7127.26 12 90 0 0 0 5207.95 7127.26 12 On
111 Pedestrian2 5223.16 6964,65 12 270 0 0 0 5223.16 6964.65 12 On
112 Pedestrian! 5191.31 6964.65 12 270 0 0 0 5191.31 6964.65 12 On
113 Pedestrianl 5239.81 7127,74 12 90 0 0 0 5239.81 7127.74 12 On
114 Pedestrianl 5174'.66" 7121,26 12 90 0 0 0 5114. 66 7127.26 12 On
115 PedestrianZ 5157.55 7109,19 12 0 0 0 0 5157.55 7109.19 12 On
116 PedestrianZ 5139.48 7056.89 12 0 0 0 0 5139.48 7056.89 12 On
117 PedestrianZ 5138.53 6998.41 12 0 0 0 0 5138.53 6998.41 12 On
118 Pedestrian! 5138.05 7088.75 12 0 0 0 0 5138.05 7088.75 12 On
119 Pedestrianl 5139.48 7027.41 12 0 0 0 0 5139.48 7027.41 12 On
120 Pedestrian! 5097.33 7123.34 12 0 0 0 0 5097.33 7123.34 12 On
121 Pedestrian! 5060.48 7140.07 12 0 0 0 0 5060.48 7140.07 12 On
122 Pedestrian! 5027.55 _ 7123.6 12 0 0 0 0 5027.55 7123.6 12 On
123 PedestrianZ 5025.2 7146.08 12 0 0 0 0 5025.2 7146.08 12 On
124 PedestrianZ 5098.9 7146.08 12 0 0 0 0 5098.9 7146.08 12 On
126 Pedestrian1 5264.86 7158.1 12 0 0 0 0 5264.86 7158.1 12 On
125 Pedestrian2 5141.33 7180.57 12 0 0 0 0 5141.33 7180.57 12 On
127 Pedestrian1 5141.33 7211.7 12 0 0 0 0 5141.33 7211.7 12 On
128 Pedestrian2 5265.88 7236.72 12 0 0 0 0 5265.88 7236.72 12 On
129" pedestrian1 5266.38 7314.08 12 0 0 0 0 5266.38 7314.08 12 On
130 Pedestrian1 5266.38 7412.98 12 0 0 0 0 5266.38 7412.98 12 On
131 Pedestrian1 5326.2 7290.95 12 180 0 0 0 5326.2 7290.95 12 On
132 Pedestrian1 5326.,2 7396.23 12 180 0 0 0 5326.2 7396.23 12 On
13. Pedestrian2 5326.2 7338.01 12 180 0 0 0 5326.2 7338.01 12 On
135 Pedestrian2 5266.38 7357.15 .,2 0 0 0 0 5266.38 7357.15 12 On
136 Pedestrian2 5326.2 7451.27 12 180 0 0 0 5326.2 7451.27 12 On
137 Pedestrian2 .5265.69 7504.81 12 0 0 0 0 5265.69 7504.81 12 On
138 Pedestrian2 5327.62 7546.98 12 180 0 0 0 5327.62 7546.98 12 On
139 Pedestrian1 5264.62 7550.19 12 0 0 0 0 5264.62 7550.19 12 On
140 Pedestrianl 5325.48 7502.14 12 0 O. 0 0 5325-.48 7502.14 12 On
141 Pedestrian1 5346.83 7564.07 12 90 0 0 0 5346.83 7564.07 12 On
142 pedestrian1 4856.76 5939.05 12 0 0 0 0 4856.76 5939.05 12 On
143 pedestrian1 4763.74 5939.05 12 0 0 0 0 4763.74 5939.05 12 On
144 Pedestrian1 5112.14 5938.24 12 0 0 0 0 5112.14 5938.24 12 On
145 Pedestrian1 5247.58 5939.87 12 0 0 0 0 5247.58 5939.87 12 On
147 Pedestrian1 4886.13 5882.75 12 90 0 0 0 4886.13 5882.75 12 On
148 Pedestrian1 4758.85 5874.6 12 0 0 0 0 4758.85 5874.6 12 On
149 Pedestrian1 4697.66 5873.78 12 0 0 0 0 4697.66 5873.78 12 On
150 Pedestrian1 4652.78 5853.38 12 0 0 0 0 4652.78 5853.38 12 On
151 Pedestrian1 4650.33 5798.72 12 0 0 0 0 4650.33 5798.72 12 On
152 Pedestrian1 4652.78 5694.28 12 0 0 0 0 4652.78 5694.28 12 On
153 Pedestrian1 4770.27 5817.48 12 0 0 0 0 4770.27 5817.48 12 On
154 Pedestrian1 4769.46 5707.33 12 0 0 0 0 4769.46 5707.33 12 On
155 Pedestrianl 4769.46 5646.96 12 0 0 0 0 4769.46 5646.96 12 On
156 Pedestrianl 4749.06 5573.53 12 0 0 0 0 4749.06 5573.53 12 On
157 Pedestrianl 4648.7 5631.46 12 0 0 0 0 4648.7 5631. 46 12 On
158 pedestrian1 4648.7 5542.52 12 0 0 0 0 4648.7 5542.52 12 On
159 Pedestrian1 4769.46 5513 .15 12 0 0 0 0 4769.46 5513-.15 12 On
160 Pedestrianl 4651.15 5483.78 12 0 0 0 0 4651.15 5483.78 12 On
161 Pedestrian1 4768.64 5423.4 12 0 0 0 0 4768.64 5423.4 12 On
162 Pedestrian1 4650.33 5388.32 12 0 0 0 0 4650.33 5388.32 12 On
163 Pedestrian1 4715.61 5372 12 0 0 0 0 4715.61 5372 12 On
8
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
@
BWR I Right in the Center
Luminaire Location(s) Cont.
273 Pedestrianl 5257.06 6431.21 12 0 0 0 0 5257.06 6431.21 12 On
274 Pedestrian! 5255.97 6389.01 12 0 0 0 0 5255.97 6389.01 12 On
275 Pedestrian! 5222.54 6358.87 12 0 0 0 0 5222.54 6358.87 12 On
276 Pedestrian! 5264.74 6323.25 12 0 0 0 0 5264.74 6323.25 12 On
278 PedestrianZ 5265.2 6230.12 12 0 0 0 0 5265.2 6230.12 12 On
279 PedestrianZ 5227.52 6195.01 12 0 0 0 0 5227.52 6195.01 12 On
280 PedestrianZ 5172.72 6195.01 12 0 0 0 0 5172.72 6195.01 12 On
281 Pedestrian! 5255.78 6195.01 12 0 0 0 0 5255.78 6195.01 12 On
282 Pedestrianl 5200.97 6195.01 12 0 0 0 0 5200.97 6195.01 12 On
283 Pedestrian! 5147.03 6195.01 12 0 0 0 0 5147.03 6195.01 12 On
277 Pedestrian2 5256.63 6166.75 12 0 0 0 0 5256.63 6166.75 12 On
284 Pedestrianl 5325.46 6452.33 12 180 0 0 0 5325.46 6452.33 12 On
285 Pedestrian! 5325.46 6353.85 12 180 0 0 0 5325.46 6353.85 12 On
286 Pedestrian! 5324.39 6238.25 12 180 0 0 0 5324.39 6238.25 12 On
287 Pedestrian! 5323.32 6116.23 12 180 0 0 0 5323.32 6116.23 12 On
288 Pedestrian2 5324.39 6402.02 12 180 0 0 0 5324.39 6402.02 12 On
289 Pedestrian2 5325.46 6291. 77 12 180 0 0 0 5325.46 6291. 77 12 On
290 Pedestrian2 5324.39 6161.18 12 180 0 0 0 5324.39 6161.18 12 On
291 Pedestrian2 5259.1 6102.31 12 0 0 0 0 5259.1 6102.31 12 On
292 Pedestrian2 5158.48 6166.54 12 0 0 0 0 5158.48 6166.54 12 On
293 Pedestrian1 5157.41 6136.57 12 0 0 0 0 5157.41 6136.57 12 On
294 Pedestrian1 5256.96 6133.35 12 0 0 0 0 5256.96 6133.35 12 On
295 Pedestrian2 5256.64 6528.12 12 0 0 0 0 5256.64 6528.12 12 On
296 Pedestrian2 5204.4 6597.61 12 0 0 0 0 5204.4 6597.61 12 On
297 pedestrian2 5157.73 6580.87 12 0 0 0 0 5157.73 6580.87 12 On
298 Pedestrianl 5235.34 6596.6 12 0 0 0 0 5235.34 6596.6 12 On
299 Pedestrianl 5174.47 6597.61 12 0 0 0 0 5174.47 6597.61 12 On
300 Pedestrianl 5136.94 6557.03 12 0 0 0 0 5136.94 6557.03 12 On
262 Pedestrianl 5096.45 6390.4 12 0 0 0 0 5096.45 6390.4 12 On
264 Pedestrian2 5138.43 6389.51 12 0 0 0 0 5138.43 6389.51 12 On
265 Pedestrian2 5138.19 6446.07 12 0 0 0 0 5138.19 6446.07 12 On
266 Pedestrian1 5138.54 6419.77 12 0 0 0 0 5138.54 6419.77 12 On
267 Pedestrian1 5138.69 6496.98 12 0 0 0 0 5138.69 6496.98 12 On
301 pedestrian2 5138.27 6524.82 12 0 0 0 0 5138.27 6524.82 12 On
302 Pedestrian2 4584.04 6625.5 12 0 0 0 0 4584.04 6625.5 12 On
303 Pedestrian2 4567.05 6719.51 12 90 0 0 0 4567.05 6719.51 12 On
304 Pedestrianl 4585.17 6682.14 12 0 0 0 0 4585.17 6682.14 12 On
305 Pedestrian1 4533.07 6718.38 12 90 0 0 0 4533.07 6718.38 12 On
306 Pedestrian2 4534.73 6790.51 12 270 0 0 0 4534.73 6790.51 12 On
307 Pedestrian2 4413.35 6790.51 12 270 0 0 0 4413.35 6790.51 12 On
308 pedestrian1 4378.73 6791.37 12 270 0 0 0 4378.73 6791. 37 12 On
309 pedestrian1 4486.44 6791.37 12 270 0 0 0 4486.44 6791.37 12 On
310 Pedestrianl 4437.29 6719.14 12 90 0 0 0 4437.29 6719.14 12 On
311 Pedestrian2 4486.86 6718.71 12 90 0 0 0 4486.86 6718.71 12 On
312 Pedestrian2 4356.94 6718.71 12 90 0 0 0 4356.94 6718.71 12 On
313 Pedestrian1 4586.29 6850.35 12 0 0 0 0 4586.29 6850.35 12 On
314 Pedestrianl 4638.64 6888.81 12 180 0 0 0 4638.64 6888.81 12 On
315 Pedestrian2 4585.75 6906.98 12 0 0 0 0 4585.75 6906.98 12 On
316 Pedestrian2 4641.31 6836.46 12 180 0 0 0 4641. 31 6836.46 12 On
317 Pedestrianl 4697.94 6789.98 12 270 0 0 0 4697.94 6789.98 12 On
318 Pedestrian2 4764.19 6789.98 12 270 0 0 0 4764.19 6789.98 12 On
319 Pedestrianl 4800.05 6789.44 12 270 0 0 0 4800.05 6789.44 12 On
11
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
.Job File: Sa1inaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Luminaire Location(s) Cont.
374 Shoebox 4987.48 5528.35 30 180 0 0 0 4987.48 5528.35 3D On
375 Shoebox 4988.54 5400.88 3D 180 0 0 0 4988.54 5400.88 3D On
376 Shoebox 4915.83 5400.17 3D 0 0 0 0 4915.83 5400.17 3D On
377 Shoebox 4986.43 5257.24 3D 180 0 0 0 4986.43 5257.24 3D On
378 Shoebox 4916.54 5130.45 3D 0 0 0 0 4916.54 5130.45 3D On
379 Shoebox 4986.43 5130.1 3D 180 0 0 0 4986.43 5130.1 3D On
380 Shoebox 4986.43 5123.08 3D 180 0 0 0 4986.43 5123.08 3D On
381 Shoebox 5001. 88 5105.52 3D 270 0 0 0 5001.88 5105.52 3D On
382 Shoebox 5034.54 5104.46 3D 270 0 0 0 5034.54 5104.46 3D On
383 Shoebox 4897.22 5105.17 3D 270 0 0 0 4897.22 5105.17 3D On
384 Shoebox 4885.98 5107.63 3D 270 0 0 0 4885.98 5107.63 3D On
385 Shoebox 4789.19 5107.28 3D 270 D 0 0 4789.19 5107.28 3D On
386 Shoebox 4762.59 5106.27 3D 270 0 0 0 4762.59 5106.27 3D On
387 Shoebox 4691. 87 5105.6 3D 270 0 0 0 4691. 87 5105.6 3D On
388 Cobraheadl 4264.2 8489.47 3D 0 0 0 0 4264.2 8489.47 3D On
389 Cobraheadl 4326.29 8463.52 3D 270 0 0 0 4326.29 8463.52 3D On
390 Cobrahead1 4236.4 8394.94 3D 90 0 0 0 4236.4 8394.94 3D On
391 Cobrahead1 4236.4 8394.94 3D 270 0 0 0 4236.4 8394.94 3D On
392 Cobrahead1 4360.59 8394.01 3D 90 0 0 0 4360.59 8394.01 3D On
393 Cobrahead1 4360.59 8392.16 3D 270 0 0 0 4360.59 8392 .16 3D On
394 Cobrahead1 4534.82 8394.01 3D 90 0 0 0 4534.82 8394.01 3D On
395 Cobrahead1 4521. 85 8457.96 3D 270 0 0 0 4521. 85 8457.96 3D On
397 Cobraheadl 4658.09 8461.67 3D 270 0 0 0 4658.09 8461. 67 3D On
398 Cobrahead1 4646.04 8400.5 3D 180 0 0 0 4646.04 8400.5 3D On
399 Cobrahead1 4577.46 8318.94 3D 180 0 0 0 4577.46 8318.94 3D On
400 Cobrahead1 4578.38 8318.94 3D 0 0 0 0 4578.38 8318.94 3D On
396 Cobrahead1 4588.58 8479.28 3D 0 0 0 0 4588.58 8479.28 3D On
401 Cobrahead1 4911. 33 8567.7 3D 0 0 0 0 4911.33 8567.7 3D On
402 Cobrahead1 4994.93 8470.17 3D 220 0 0 0 4994.93 8470.17 3D On
403 Cobrahead1 4906.69 8395.87 3D 90 0 0 0 4906.69 8395.87 3D. On
404 Cobrahead1 4988.98 8347.36 30 180 0 0 0 4988.98 8347.36 3D On
406 Cobrahead1 4920.12 8256.61 3D 0 0 0 0 4920.12 8256.61 3D On
407 Cobrahead1 4993.11 8193.31 3D 180 0 0 0 4993.11 8193.31 3D On
408 Cobraheadl 4919.15 8108.37 3D 0 0 0 0 4919.15 8108.37 3D On
409 Cobrahead1 4993.66 8070.46 3D 180 0 0 0 4993.66 8070.46 3D On
410 Cobrahead1 4917.61 7968.18 3D 0 0 0 0 4917.61 7968.18 .30 On
411 Cobrahead1 4992.57 7919.,09 3D 180 0 0 0 4992.57 7919.09 3D On
412 Cobrahead1 4917.83 7832.09 3D 0 0 0 0 4917.83 7832.09 30 On
413 Cobrahead1 4992.57 7782.12 3D 180 0 0 0 4992.57 7782.12 3D On
414 Cobrahead1 4919.59 7698.4 3D 0 0 0 0 4919.59 7698.4 3D On
415 Cobrahead1 4991. 47 7652.81 3D 180 0 0 0 4991.47 7652.81 3D On
416 Cobrahead1 5080.59 7637.4 30 270 0 0 0 5080.59 7637.4 3D On
417 Cobrahead1 5065.87 7568.91 3D 90 0 0 0 5065.87 7568.91 3D On
418 Cobrahead1 5159.35 7568.56 3D 90 0 0 0 5159.35 7568.56 30 On
419 Cobrahead1 5155.93 7639.79 3D 270 0 0 0 5155.93 7639.79 3D On
420 Cobrahead1 52~0.11 7636.37 3D 270 O. 0 0 5250.11 7636.37 30 On
421 Cobrahead1 5254.21 7566.17 3D 90 0 0 0 5254.21 7566.17 3D On
422 Cobrahead1 5328.19 7549.39 3D 180 0 0 0 5328.19 7549.39 3D On
423 Cobrahead1 5340.52 7634.66 3D 270 0 0 0 5340.52 7634.66 3D On
424 Cobraheadl 5453.18 7567.19 3D 90 0 0 0 5453.18 7567.19 3D On
425 Cobrahead1 5265.87 7475.08 3D 0 0 0 0 5265.87 7475.08 3D On
426 Cobrahead1 5324.42 7405.22 3D 180 0 0 0 5324.42 7405.22 3D On
13
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc:.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
~
BWR I Right in the Center
Luminaire Location(s) Cont".
427 Cobraheadl 5331.27 7254.55 30 180 0 0 0 5331.27 7254.55 30. On
428 Cobraheadl 5266.89 7205.24 30 0 0 0 0 5266.89 7205.24 30 On
429 Cobraheadl 5331.27 7138.81 30 180 0 0 0 5331.27 7138.81 30 On
430 Shoebox 5138.14 7138.13 30 180 0 0 0 5138.14 7138.13 30 On
431 Cobraheadl 5267.58 7066.91 30 0 0 0 0 5267.58 7066.91 30 On
432 Cobraheadl 5331. 61 7005.61 30 180 0 0 0 5331.61 7005.61 30 On
433 Cobraheadl 5267.58 6941.93 30 0 0 0 0 5267.58 6941.93 30 On
434 Cobraheadl 5329.56 6885.42 30 180 0 0 0 5329.56 6885.42 30 On
435 Cobraheadl .5156.97 6787.48 30 270 0 0 0 5156.97 6787.48 30 On
436 Cobraheadl 5079.24 6719.68 30 90 0 0 0 5079.24 6719.68 30 On
437 Cobraheadl 4727.62 6719.7 30 90 0 0 0 4727.62 6719'.7 30 On
438 Cobraheadl 4587.26 6704.8 30 0 0 0 0 4587.26 6704.8 30 On
439 Cobraheadl 4643.19 6688.49 30 180 0 0 0 4643.19 6688.49 30 On
440 Cobraheadl 4586.09 6610.41 30 0 0 0 0 4586.09 6610.41 30 On
441 Cobraheadl 4586.68 6844.64 30 0 0 0 0 4586.68 6844.64 30 On
442 Cohraheadl 4583.76 6463.58 30 0 0 0 0 4583.76 6463.58 30 On
443 Shoebox 4649'.6 6523.01 30 0 0 0 0 4649.6 6523.01 30 On
444 Shoebox 4770.21 6514.86 30 180 0 0 0 4770.21 6514.86 30 On
447 Cobrahead1 4583.76 6305.68 30 0 0 0 0 4583.76 6305.68 30 On
448 Cobrahead1 4640.86 6254.99 30 180 0 0 0 4640.86 6254.99 30 On
445 Shoebox 4770.87 6396.91 30 180 0 0 0 4770.87 6396.91 30 On
34 Shoebox 4921. 06 6456.47 30 0 0 0 0 4921. 06 6456.47 30 On
41 Shoebox 4995.57 6571.43 30 180 0 0 0 4995.57 6571. 43 30 On
35 Shoebox 4993.56 6456.82 30 180 0 0 0 4993.56 6456.82 30 On
449 Cobrahead1 4584.97 6197.95 30 0 0 0 0 4584.97 6197.95 30 On
450 Cobrahead1 4642.66 6138.74 30 180 0 0 0 4642.66 6138.74 30 On
446 Shoebox 4699.13 6306.14 30 90 0 0 0 4699.13 6306.14 30 On
451 Cobrahead1 4585.12 6062.89 30 0 0 0 0 4585.12 6062.89 30 On
452 Cobraheadl 4642.19 6001.77 30 180 0 0 0 4642.19 6001. 77 30 On
453 Cobrahead1 4584 5945.94 30 0 0 0 0 4584 5945.94 30 On
454 Cobrahead1 4441. 5 6054.25 30 0 0 0 0 4441. 5 6054.25 30 On
455 Cobrahead1 4441.51 6202.16 30 0 0 0 0 4441. 51 6202.16 30 On
456 Cobrahead1 4252.44 6280.8 30 0 0 0 0 4252.44 6280.8 30 On
457 Cobrahead1 4245.59 6185.39 30 0 0 0 0 4245.59 6185.39 30 On
458 Cobraheadl 4309.19 6032.62 30 180 0 0 0 4309.19 6032.62 30 On
460 Cobrahead1 4308.57 5866.71 30 180 0 0 0 4308.57 5866.71 30 On
459 Cobraheadl 4251.08 5959 30 0 0 0 0 4251.08 5959 30 On
461 Cobraheadl 4587.34 5872.95 30 0 0 0 0 4587.34 5872.95 30 On
462 Cobrahead1 4638.8 5874. 94 30 180 0 0 0 4638.8 5874.94 30 On
463 .Shoebox 4710.5 5874.27 30 270 0 0 0 4710.5 5874.27 30 On
464 Cobrahead1 5265.67 5884.26 30 90 0 0 0 5265.67 5884.26 30 On
465 Cobrahead1 5264.86 5956.39 30 0 0 0 0 5264.86 5956.39 30 On
466 Cobraheadl 5265.67 6089.31 30 0 0 0 0 5265.67 6089.31 30 On
467 Cobraheadl 5455.33 6052.84 30 0 0 0 0 5455.33 6052.84 30 On
468 Cobraheadl 5335.38 5937.75 30 270 0 0 0 5335.38 5937.75 30 On
469 Cobrahead1 5319.17 5871.29 30 180 0 0 0 5319.17 5871.29 30 On
470 Shoebox 5453.7 6025.28 30 0 0 0 0 5453.7 6025.28 30 On
471 Pedestrian1 5260 6077.15 12 0 0 0 0 5260 6077.15 12 On
472 Pedestrianl 5261. 62 5958.01 12 0 0 0 0 5261.62 5958.01 12 On
473 Pedestrian1 5324.03 6043.11 12 180 0 0 0 5324.03 6043.11 12 On
474 Pedestrian1 5323.22 5954.77 12 180 0 0 0 5323.22 5954.77 12 On
475 Pedestrian1 5225.96 6086.88 12 0 0 0 0 5225.96 6086.88 12 On
14
AGl32 - Copyright 1999-2006 by Lighting Arl.alysts. Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
@
BWR I Right in the Center
Luminaire Location(s) Cont.
476 Pedestrian! 5172.47 6087.69 12 0 0 0 0 5172.47 6087.69 12 On
477 PedestrianZ 5264.87 6035.01 12 0 0 0 0 5264.87 6035.01 12 On
478 PedestrianZ 5324.84 6061. 75 12 0 0 0 0 5324.84 6061. 75 12 On
479 PedestrianZ 5324.84 6007,.45 12 0 0 0 0 5324.84 6007.45 12 On
480 PedestrianZ 5199.22 6086.07 12 0 0 0 0 5199.22 6086.07 12 On
481 Pedestrian2 5146.54 6087.69 12 0 0 0 0 5146.54 6087.69 12 On
482 Cobraheadl 5454.52 6152.52 30 0 0 0 0 5454.52 6152.52 30 On
483 Cobraheadl 5588.25 5881.83 30 90 0 0 0 5588.25 5881. 83 30 On
484 Cobraheadl 5655.52 5878.59 30 90 0 0 0 5655.52 5878.59 30 On
485 Cobraheadl 5598.75 6200.5 30 0 0 0 0 5598.75 6200.5 30 On
486 Cobraheadl 5267.07 6247 30 0 0 0 0 5267.07 6247 30 On.
487 Cobraheadl 5324.3 6301.56 30 180 0 0 0 5324.3 6301.56 30 On
488 Cobraheadl 5324.41 6167.91 30 180 0 0 0 5324.41 6167.91 30 On
489 Cobraheadl 5598.96 6415.52 30 0 0 0 0 5598.96 6415.52 30 On
490 Cobraheadl 5551. 33 6639.23 30 180 0 0 0 5551.33 6639.23 30 On
491 Cobrahead1 5263.08 6659.53 30 0 0 0 0 5263.08 6659.53 30 On
492 Cobrahead1 5472.1 6789.73 30 270 0 0 0 5472 .1 6789.73 30 On
493 Cobrahead1 5723.43 6785.28 30 270 0 0 0 5723.43 6785.28 30 On
494 Cobrahead1 4531. 75 7644.39 30 270 0 0 0 4531. 75 7644.39 30 On
495 Cobrahead1 4577.83 7715.54 30 0 0 0 0 4577.83 7715.54 30 On
496 Cobrahead1 4577.15 7714.86 30 180 0 0 0 4577.15 7714.86 30 On
497 Cobrahead1 4642.87 7793.46 30 180 0 0 0 4642.87 7793.46 30 On
498 Cobrahead1 4663.2 7639.65 30 270 0 0 0 4663.2 7639.65 30 On
499 Cobrahead1 4721. 47 7569.18 30 90 0 0 0 4721.47 7569.18 30 On
500 Cobraheadl 4572.4 7576.64 30 90 0 0 0 4572 .4 7576.64 30 On
501 Cobrahead1 4461.28 7575.96 30 90 0 0 0 4461.28 7575.96 30 On
502 Cobrahead1 4310.19 7565.79 30 180 0 0 0 4310.19 7565.79 30 On
503 Cobrahead1 4240.4 7580.02 30 90 0 0 0 4240.4 7580.02 30 On
504 Cobrahead1 4256.66 7494.65 30 0 0 0 0 4256.66 7494.65 30 On
505 Cobrahead1 4439.6 7529.88 30 0 0 0 0 4439.6 7529.88 30 On
506 Cobrahead1 4583.25 7521.07 30 0 0 0 0 4583.25 7521. 07 30 On
507 Cobrahead1 4644.23 7556.99 30 180 0 0 0 4644.23 7556.99 30 On
508 Cobrahead1 4388.78 7646.42 30 90 0 0 0 4388-.78 7646.42 30 On
509 Cobraheadl 4388.78 7644.39 30 270 0 0 0 4388.78 764"4.39 30 On
510 Cobrahead1 4314.32 7373.66 30 180 0 0 0 4314.32 7373.66 30 . On
511 Cobrahead1 4820.37 7639.39 30 270 0 0 0 4820.37 7639.39 30 On
512 Cobrahead1 4577.04 7870.83 30 0 0 0 0 4577.04 7870.83 30 On
513 Cobrahead1 4575.42 7870.83 30 180 0 0 0 4575.42 7870.83 30 On
514 Cobrahead1 4774.88 7894.75 30 60 0 0 0 4774.88 7894.75 30 On
515 Cobrahead1 4643.93 7942.59 30 180 0 0 0 4643.93 7942.59 30 On
516 Cobrahead1 4577.63 8018.32 30 0 0 0 0 4577.63 8018.32 30 On
517 Cobrahead1 4577 8018.32 30 180 0 0 0 4577 8018.32 30 On
518 Cobrahead1 4577.63 8169.09 30 0 0 0 0 4577.63 8169.09 30 On
519 Cobrahead1 4577 8169.09 30 180 0 0 0 4577' 8169.09 30 On
520 Cobrahead1 4641. 61 8094.97 30 180 0 0 0 4641. 61 8094.97 30 On
521 Cobrahead1 4774.63 8098.14 30 60 0 0 0 4774.63 8098.14 30 On.
522 Cobrahead1 4789.2 8199.49 30 120 0 0 0 4789.2 8199.49 30 On
523 Cobrahead1 4643.51 8246.37 30 180 0 0 0 4643.51 8246.37 30 On
524 Cobrahead1 5135 _ 64 8163.25 30 270 0 0 0 5135.64 8163.25 30 On
525 Cobrahead1 5266.88 8166.27 30 0 0 0 0 5266.88 8166.27 30 On
526 Cobrahead1 5136.85 8039.88 30 270 0 0 0 5136.85 8039.88 30 On
527 Cobrahead1 5135.64 7942.51 30 90 0 0 0 5135.64 7942.51 30 On
15
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Luminaire Location(s) Cont.
528 Cobraheadl 5578.21 8457.27 30 270 0 0 0 5578.21 8457.27 30 On
529 Cobraheadl 4643.32 7414.84 30 180 0 0 0 4643.32 7414 .84 30 On
530 Cobraheadl 4586.65 7369.88 30 0 0 0 0 4586.65 7369.88 30. On
531 Cobraheadl 4585.92 7234.68 30 0 0 0 0 4585.92 7234.68 30 On
532 Cobraheadl 4640.87 7293.97 30 180 0 0 0 4640.87 7293.97 30 On
533 Shoebox '4918.51 7165.27 30 0 0 0 0 4918.51 7165.27 30 On
534 Cobraheadl 4255.5 7289.62 30 0 0 0 0 4255.5 7289.62 30 On
535 Cobraheadl 4254.06 7091. 52 30 0 0 0 0 4254.06 7091.52 30 On
536 Cobraheadl 4311. 9 7192.74 30 180 0 0 0 4311.9 7192.74 30 On
537 Cobraheadl 4405.89 7132 30 180 0 0 0 4405.89 7132 30 On
538 Cobr~headl 4449.27 7115.38 30 180 0 0 0 4449.27 7115.38 30 On
539 Cobraheadl 4585.92 7107.42 30 0 0 0 0 4585.92 7107.42 30 On
540 Cobraheadl 4311.17 7001. 86 30 180 0 0 0 4311.17 7001. 86 30 On
541 Cobraheadl 4455.05 7023.55 30 0 0 0 0 4455.05 7023.55 30 On
542 Cobraheadl 4586.64 6993.19 30 0 0 0 0 4586.64 6993.19 30 On
543 Cobraheadl 4644.48 6912.94 30 180 0 0 0 4644.48 6912.94 30 On
544 Cobraheadl 4444.2 6904.26 30 180 0 0 0 4444.2 6904.26 30 On
545 Cobraheadl 4253.32 6907.88 30 0 0 0 0 4253.32 6907.88 30 On
546 Cobraheadl 4310.45 6811.72 30 180 0 0 0 4310.45 6811.72 30 On
547 Cobraheadl 4243.21 6719.9 30 90 0 0 0 4243.21 6719.9 30 On
548 Cobraheadl 4333.59 6788.58 30 270 0 0 0 4333.59 6788.58 30 On
549 Cobraheadl 4497.71 6788.58 30 270 0 0 0 4497.71 6788.58 30 On
550 Cobraheadl 4420.35 6719.9 30 90 0 0 0 4420.35 6719.9 30 On
551 Cobraheadl 4838.25 6788.58 30 270 0 0 0 4838.25 6788.58 30 On
552 Cobraheadl 4251.16 6694.59 30 0 0 0 0 4251.16 6694.59 30 On
553 Cobraheadl 4309 6603.49 30 180 0 0 0 4309 6603.49 30 On
554 Cobraheadl 4256.17 6492.16 30 0 0 0 0 4256.17 6492.16 30 On
555 Cobraheadl 4437.78 6534.42 30 0 0 0 0 4437.78 6534.42 30 On
556 Cobraheadl 4310.46 6391.63 30 180 0 0 0 4310.46 6391. 63 30 On
557 Cobraheadl 4470.7 6349.67 30 0 0 0 0 4470.7 6349.67 30 On
558 Cobraheadl 4441. 94 6298.29 30 0 0 0 0 4441. 94 6298.29 30 On
559 Cobraheadl 4305.06 5340.97 30 318.8920 0 0 4305.06 5340.97 30 On
560 Cobraheadl 4256.16 5037.86 30 45 0 0 0 4256.16 5037.86 30 On
561 Cobraheadl 4340.28 . 5113 .14 30 270 0 0 0 4340.28 5113 .14 30 On
562 Cobraheadl 4458.04 5056.36 30 90 0 0 0 4458.04 5056.36 30 On
563 Cobraheadl 4568.24 5108.09 30 270 0 0 0 4568.24 5108.09 30 On
564 Cobraheadl 4634.69 5041.63 30 180 0 0 .0 4634.69 5041.63 30 On
565 Cobraheadl 4770.17 4983.8 30 90 0 0 0 4770.17 4983.8 30 On
566 Cobraheadl 4808.55 5052.67 30 90 0 0 0 4808.55 5052.67 30 On
567 Cobraheadl 4919.48 5039.53 30 35 0 0 0 4919.48 5039.53 30 On
568 Cobraheadl 5111.32 5104.55 30 270 0 0 0 5111.32 5104.55 30 On
569 Cobraheadl 5143.93 5105.29 30 270 0 0 0 5143.93 5105.29 30 On
570 Cobraheadl 5250.69 5103.33 30 270 0 0 0 5250.69 5103.33 30 On
571 Cobraheadl 5263.99 5052.42 30 0 0 0 0 5263.99 5052.42 30 On
572 Cobraheadl 5334.85 5171.29 30 40 0 0 0 5334.85 5171.29 30 On
573 Pedestrianl 5268.91 5119.81 12 0 0 0 0 5268.91 5119.81 12 On
574 Cobraheadl 5452.27 5226.43 30 230 0 0 0 5452.27 5226.43 30 On
575 Cobraheadl 5581 5104.41 30 270 0 0 0 5581 5104.41 30 On
576 Cobraheadl 5313.32 5336.59 30 180 0 0 0 5313.32 5336.59 30 On
577 Cobraheadl 5652.02 5365.27 30 180 0 0 0 5652.02 5365.27 30 On
405 Cobraheadl 5262.97 8464.43 30 270 0 0 0 5262.97 8464.43 30 On
578 Cobraheadl 4192.13 6797.68 30 270 0 0 0 4192.13 6797.68 30 On
16
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/2008
@
BWR I Right in the Center
Luminaire Lecatien(s) Cent.
579 Shoebox 4991.33 7157.74 30 180 0 0 0 4991. 33 7157.74 30 On
580 Cobrahead2 5327.03 6711.78 30 150 0 0 0 5327.03 6711.78 30 On
581 Cobrahead2 5260.38 6710.13 30 50 0 0 0 5260.38 6710.13 30 On
582 Cobrahead2 5260.38 6796.53 30 325 0 0 0 5260.38 6796.53 30 On
583 Cobrahead2 5324.56 6794.88 30 225 0 0 0 5324.56 6794.88 30 On
584 CobraheadZ 4991.33 6795.7 30 225 0 0 0 4991.33 6795.7 30 On
585 CobraheadZ 4913.16 6795.7 30 320 0 0 0 4913.16 6795.7 30 On
586 CobraheadZ 4912.34 6710.13 30 50 0 0 0 4912.34 6710.13 30 On
587 CobraheadZ 4991.33 6710.96 30 145 0 0 0 4991.33 6710.96 30 On
591 CobraheadZ 4579.1 6794.88 30 320 0 0 0 4579.1 6794.88 30 On
589 CobraheadZ 4643.28 6710.13 30 142.4630 0 0 4643.28 6710.13 30 On
588 CobraheadZ 4578.28 6711. 78 30 45.063 0 0 0 4578.28 6711.78 30 On
590 CobraheadZ 4643.59 6796.08 30 225 0 0 0 4643.59 6796.08 30 On
592 Cobrahead2 4911.53 '5944.72 30 321. 7070 0 0 4911.53 5944.72 30 On
593 Cobrahead2 4991. 47 5943.77 30 225 0 0 0 4991. 47 5943.77 30 On
594 Cobrahead2 4993.05 5879.31 30 143.6520 0 0 4993.05 5879.31 30 On
595 Cobrahead2 4911.85 5878.68 30 46.672 0 0 0 4911. 85 5878.68 30 On
596 Cobrahead1 5268.55 5567.93 30 0 0 0 0 5268.55 5567.93 30 On
597 Cobrahead1 4587.36 5740.41 30 0 0 0 0 4587.36 5740.41 30 On
598 Cobrahead1 4307.36 5534.45 30 180 0 0 0 4307.36 5534.45 30 On
599 Cobrahead2 4907.99 7644.5 30 270 0 0 0 4907.99 7644.5 30 On
600 Cobrahead2 5012.21 7570.55 30 90 0 0 0 5012.21 7570.55 30 On
357 Shoebox 4900.9 7566.49 30 90 0 0 0 4900.9 7566.49 30 On
Summary By Label
Project Name : ProJect 1
Label ~ .2..fL Total
Pedestrian1 1 0 181
Pedestrian2 1 0 167
Cobraheadl 1 0 174
Shoebox 1 0 48
Cobrahead2 1 0 18
17
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
0
BWR I Right in the Center
Expanded Luminaire Location(s)
,
Expanded Lurninaire Locations
Project Name : Project 1
Coordinates in Feet
(TCF/D Tilted Lamp Correction Factor * Dimming Factor)
Lurn. Group Aiming Point
~ Label Label "---- "----- "---- Orient Tilt Roll Spin L- "----- L- TCF/D Status
1 pedestrianl 4915.85 6018.41 12 0 0 0 0 4915.85 6018.41 0 1 On
2 Pedestrianl 4915.8 6128.21 12 0 0 0 0 4915.8 6128.21 0 1 On
3 Pedestrian! 4916.14 6237.06 12 0 0 0 0 4916.14 6237.06 0 1 On
4 Pedestrian! 4915.55 6338.96 12 0 0 0 0 4915.55 6338.96 0 1 On
5 Pedestrian! 4989.4 5984.65 12 180 0 0 0 4989.4 5984.65 0 1 On
6 Pedestrian! 4990.03 6075.89 12 180 0 0 0 4990.03 6075.89 0 1 On
7 Pedestrian! 4991. 85 6183.15 12 180 0 0 0 4991.85 6183.15 0 1 On
8 Pedestrian! 4991. 83 6285.41 12 180 0 0 0 4991.83 6285.41 0 1 On
18 Shoebox 4928.12 6087.54 30 0 0 0 0 4928.12 6087.54 0 1 On
19 Shoebox 4977.88 6083.44 30 180 0 0 0 4977.88 6083.44 0 1 On
20 Shoebox 4928.12 6224.66 30 0 0 0 0 4928.12 6224.66 0 1 On
21 Shoebox 4979.77 6219.93 30 180 0 0 0 4979.77 6219.93 0 1 On
22 Shoebox 4927.56 6328.83 30 0 0 0 0 4927.56 6328.83 0 1 On
23 Shoebox 4980.17 6329.2 30 180 0 0 0 4980.17 6329.2 0 1 On
24 Pedestrian2 4916.64 6386.08 12 0 0 0 0 4916.64 6386.08 0 1 On
25 Pedestrian2 4992.21 6342.41 12 180 0 0 0 4992.21 6342.41 0 1 On
26 Pedestrian2 4916.6 6288.75 12 0 0 0 0 4916.6 6288.75 0 1 On
27 Pedestrian2 4991.7 6231. 88 12 180 0 0 0 4991. 7 6231. 88 0 1 On
28 Pedestrian2 4916.42 6184.12 12 0 0 0 0 4916.42 6184.12 0 1 On
29 Pedestrian2 4991.6 6131.42 12 180 0 0 0 4991. 6 6131.42 0 1 On
30 Pedestrian2 4916.02 6077.95 12 0 0 0 0 4916.02 6077.95 0 1 On
31 Pedestrian2 4991.06 6031. 76 12 180 0 0 0 4991. 06 6031.76 0 1 On
33 Pedestrian1 4894.72 6434.4 12 0 0 0 0 4894.72 6434.4 0 1 On
37 Pedestrian2 4916.68 6503.73 12 0 0 0 0 4916.68 6503.73 0 1 On
39 Pedestrian1 4916.91 6557.11 12 0 0 0 0 4916.91 6557.11 0 1 On
40 Shoebox 4928.91 6577.21 30 0 0 0 0 4928.91 6577.21 .0 1 On
42 Pedestrian2 4917.6 6601. 93 12 0 0 0 0 4917.6 6601. 93 0 1 On
44 Pedestrian1 4917.6 6646.3 12 0 0 0 0 4917.6 6646.3 0 1 On
55 Pedestrian1 4917.3 6856.5 12 0 0 0 0 4917.3 6856.5 0 1 On
57 Pedestrian1 4917.08 6957 12 0 0 0 0 4917.08 6957 0 1 On
59 Pedestrian1 4916.33 7058.76 12 0 0 0 0 4916.33 7058.76 0 1 On
63 Pedestrian1 4916.9 7240.21 12 0 0 0 0 4916.9 7240.21 0 1 On
61 Pedestrian2 4916.69 7278.2 12 0 0 0 0 4916.69 7278.2 0 1 On
65 Pedestrian1 4918.2 7340.11 12 0 0 0 0 4918.2 7340.11 0 1 On
68 Pedestrian1 4916.85 7483.27 12 0 0 0 0 4916.85 7483.27 0 1 On
70 Pedestrian1 4861.26 7564.44 12 90 0 0 0 4861. 26 7564.44 0 1 On
71 Pedestrian1 4769.47 7568.06 12 90 0 0 0 4769.47 7568.06 0 1 On
72 Pedestrian1 5052.22 7567.25 12 90 0 0 0 5052.22 7567.25 0 1 On
73 Pedestrian1 5211.12 7566.34 12 90 0 0 0 5211.12 7566.34 0 1 On
74 Pedestrian2 5155.02 7566.34 12 90 0 0 0 5155.02 7566.34 0 1 On
75 Pedestrian2 4797.09 7565.3 12 90 0 0 0 4797.09 7565.3 0 1 On
76 Pedestrian2 4699.52 7565.9 12 90 0 0 0 4699.52 7565.9 0 1 On
77 Pedestrian2 4918.61 7540.28 12 0 0 0 0 4918.61 7540.28 0 1 On
79 Pedestrian2 4918.38 7399.38 12 0 0 0 0 4918.38 7399.38 0 1 On
18
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
81 Pedestrian2 4916.88 7190.62 12 0 0 0 0 4916.88 7190.62 0 1 On
84 PedestrianZ 4917.28 7008.66 12 0 0 0 0 4917.28 7008.66 0 1 On
86 PedestrianZ 4915.29 6909.23 12 0 0 0 0 4915.29 6909.23 0 1 On
'6 Pedestrianl 5030.67 6720.12 12 90 0 0 0 5030.67 6720.12 0 1 On
'9 PedestrianZ 5055.65 6789.95 12 270 0 0 0 5065.65 6789.95 0 1 On
50 Pedestrian2 5146.68 6789.57 12 270 0 0 0 5146.68 6789.57 0 1 On
53 Pedestrian! 5115.11 6789.95 12 270 0 0 0 5115.11 6789.95 0 1 On
5' Pedestrian! 5210.21 6789.19 12 270 0 0 0 5210.21 6789.19 0 1 On
47 Pedestrian! 5154.73 6712.45 12 90 0 0 0 5154.73 6712.45 0 1 On
48 Pedestrian! 5249.26 6718.58 12 90 0 0 0 5249.26 6718.58 0 1 On
51 PedestrianZ 5101. 41 6718.43 12 90 0 0 0 5101.41 6718.43 0 1 On
52 PedestrianZ 5223.15 6717.67 12 90 0 0 0 5223.15 6717.67 0 1 On
66 PedestrianZ 4993.37 7323.41 12 180 0 0 0 4993.37 7323.41 0 1 On
67 PedestrianZ 4993.14 7430.31 12 180 0 0 0 4993.14 7430.31 0 1 On
69 PedestrianZ 4993.46 7541. 83 12 180 0 0 0 4993.46 7541. 83 0 1 On
78 Pedestrian1 4993.23 7489.62 12 180 0 0 0 4993.23 7489.62 0 1 On
80 Pedestrianl 4993.27 7374.73 12 180 0 0 0 4993.27 7374.73 0 1 On
82 Pedestrian1 4994.71 7163.57 12 180 0 0 0 4994.71 7163.57 0 1 On
83 Pedestrian1 4992.99 7047.99 12 180 0 0 0 4992.99 7047.99 0 1 On
85 Pedestrian1 4993.17 6932.91 12 180 0 0 0 4993.17 6932.91 0 1 On
56 Pedestrian2 4992.79 6877.86 12 180 0 0 0 4992.79 6877.86 0 1 On
58 Pedestrian2 4993.22 6984. 44 12 180 0 0 0 4993.22 6984.44 0 1 On
60 Pedestrian2 4993.99 . .7098.6 12 180 0 0 0 4993.99 7098.6 0 1 On
64 pedestrian2 4996.4 7229.24 12 180 0 0 0 4996.4 7229.24 0 1 On
62 pedestrian1 4994.2 7280.96 12 180 0 0 0 4994.2 7280.96 0 1 On
9 Pedestrian2 4992.19 6418.08 12 180 0 0 0 4992.19 6418.08 0 1 On
32 Pedestrian1 5022.97 6392.81 12 180 0 0 0 5022.97 6392.81 0 1 On
38 Pedestrian2 4992.47 6529.84 12 180 0 0 0 4992.47 6529.84 0 1 On
36 Pedestrian1 4992.47 6476.23 12 180 0 0 0 4992.47 6476.23 0 1 On
43 Pedestrian1 4992.47 6586.22 12 180 0 0 0 4992.47 6586.22 0 1 On
'5 Pedestrian2 4992.93 6642.14 12 180 0 0 0 4992.93 6642.14 0 1 On
87 Pedestrian1 5265.18 6693.25 12 0 0 0 0 5265.18 6693.25 0 1 On
89 Pedestrian2 5325.23 6648.48 12 180 0 0 0 5325.23 6648.48 0 1 On
91 Pedestrian2 5257.36 6580.62 12 0 0 0 0 5257.36 6580.62 0 1 On
90 pedestrian1 5325.94 6598.38 12 180 0 0 0 5325.94, 6598.38 0 1 On
92 Pedestrian2 5324.87 6580.62 12 180 0 0 0 5324.87 6580.62 0 1 On
88 Pedestrian1 5256.65 6548.99 12 0 0 0 0 5256.65: 6548.99 0 1 On
94 Pedestrian1 5392.88 6717.41 12 90 0 0 0 5392.88 6717.41 0 1 On
95 Pedestrian1 5444.77 6716.82 12 90 0 0 0 5444.77 6716.82 0 1 On
96 Pedestrian2 5414.11 6715.64 12 90 0 0 0 5414.11 6715.64 0 1 On
97 pedestrian1 5412.95 6805.92 12 270 .0 0 0 5412.95 . 6805.92 0 1 On
98 pedestrian1 5505.94 6807.07 12 270 0 0 0 5505.94 6807.07 0 1 On
99 Pedestrian2 5451.43 6806.61 12 270 0 0 0 5451.43 6806.61 0 1 On
100 Pedestrian1 5337.25 6849.86 12 180 0 0 0 5337.25 ' 6849.86 0 1 On
101 pedestrian! 5333.33 6924.79 12 180 0 0 0 5333'.33. 6924.79 0 1 On
102 Pedestrian2 5337.73 6881. 94 12 180 0 0 0 5337.73 6881. 94 0 1 On
103 Pedestrian2 5336.08 6959.92 12 180 0 0 0 5336.08 6959.92 0 1 On
10' ,Pedestrian1 5255.5 6964.65 12 0 0 0 0 5255.5 6964.65 0 1 On
105 pedestrian1 .5256.92 7033.12 12 0 0 0 0 5256.92 7033.12 0 1 On
106 Pedestrian1 5257.4 7075.43 12 0 0 0 0 5257.4 7075.43 0 1 On
107 Pedestrian2 5256.45 6996.5 12 0 0 0 0 5256.45 6996.5 0 1 On
108 Pedestrian2 5256.92 7048.81 12 0 0 0 0 5256.92 7048.81 0 1 On
19
AG132 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownSt:nl'etLighting.A32
2/4/2008
~
~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
109 PedestrianZ 5256.45 7109.67 12 0 0 0 0 5256.45 7109.67 0 1 On
110 PedestrianZ 5207.95 7127.26 12 90 0 0 0 5207.95 7127.26 0 1 On
111 PedestrianZ 5223.16 6964.65 12 270 0 0 0 5223.16 6964.65 0 1 On
112 Pedestrian! 5191. 31 6964.65 12 270 0 0 0 5191.31 6964.65 0 1 On
113 Pedestrian! 5239.81 7127.74 12 90 0 0 0 5239.81 7127.74 0 1 On
114 Pedestrian! 5174.66 7127.26 12 90 0 0 0 5174.66 7127.26 0 1 . On
115 PedestrianZ 5157.55 7109.19 12 0 0 0 0 5157.55 7109.19 0 1 On
116 PedestrianZ 5139.48 7056.89 12 0 0 0 0 5139.48 7056.89 0 1 On
117 PedestrianZ 5138.53 6998.41 12 0 0 0 0 5138.53 6998.41 0 1 On
118 Pedestrian! 5138.05 7088.75 12 0 0 0 0 5138.05 7088.75 0 1 On
119 Pedestrianl 5139.48 7027.41 12 0 0 0 0 5139.48 7027.41 0 1 On
120 Pedestrian! 5097.33 7123.34 12 0 0 0 0 5097.33 7123.34 0 1 On
121 Pedestrian! 5060.48 7140.07 12 0 0 0 0 5060.48 7140.07 0 1 On
122 Pedestrian! 5027.55 7123.6 12 0 0 0 0 5027.55 7123.6 0 1 On
123 PedestrianZ 5025.2 7146.08 12 0 0 0 0 5025.2 7146.08 0 1 On
124 Pedestrian2 5098.9 7146.08 12 0 0 0 0 5098.9 7146.08 0 1 On
126 Pedestrian! 5264.86 7158.1 12 0 0 0 0 5264.86 7158.! 0 1 On
125 Pedestrian2 514!.33 7180.57 12 0 0 0 0 5!41. 33 7180.57 0 1 On
127 Pedestrian! 5141.33 7211.7 12 0 0 0 0 5!41. 33 72!1.7 0 1 On
128 Pedestrian2 5265.88 7236.72 12 0 0 0 0 5265.88 7236.72 0 1 On
129 Pedestrian! 5266.38 7314.08 12 0 0 0 0 5266.38 73!4.08 0 1 On
130 Pedestrian! 5266.38 7412.98 12 0 0 0 0 5266.38 74!2.98 0 1 On
131 Pedestrian! 5326.2 7290.95 12 180 0 0 0 5326.2 7290.95 0 1 On
132 Pedestrian! 5326.2 7396.23 12 180 0 0 0 5326.2 7396.23 0 1 On
134 Pedestrian2 5326.2 7338.01 12 180 0 0 0 5326.2 7338.01 0 1 On
135 Pedestrian2 5266.38 7357.15 12 0 0 0 0 5266.38 7357.15 0 1 On
136 Pedestrian2 5326.2 745!.27 12 180 0 0 0 5326.2 745!.27 0 1 On
137 Pedestrian2 5265.69 7504.81 12 0 0 0 0 5265.69 7504.81 0 1 On
138 Pedestrian2 5327.62 7546.98 12 180 0 0 0 5327.62 7546.98 0 1 On
139 Pedestrian! 5264.62 7550.19 12 0 0 0 0 5264.62 7550.19 0 1 On
140 Pedestrian! 5325.48 7502.14 12 0 0 0 0 5325.48 7502.14 0 1 On
141 Pedestrian! 5346.83 7564.07 12 90 0 0 0 5346.83 7564.07 0 1 On
142 Pedestrian1 4856.76 5939.05 12 0 0 0 0 4856.76 5939.05 0 1 On
143 Pedestrian1 4763.74 5939.05 12 0 0 0 0 4763.74 5939.05 0 1 On
144 Pedestrian1 5112.14 5938.24 12 0 0 0 0 5112.14 5938.24 0 1 On
145 Pedestrian1 5247.58 5939.87 12 0 0 0 0 5247.58 5939.87 0 1 On
147 Pedestrian1 4886.13 5882.75 12 90 0 0 0 4886.13 5882.75 0 1 On
148 Pedestrian1 4758.85 5874.6 12 0 0 0 0 4758.85 5874.6 0 1 On
149 Pedestrian1 4697.66 5873.78 12 0 0 0 0 4697.66 5873.78 0 1 On
150 Pedestrian1 4652.78 5853.38 12 0 0 0 0 4652.78 5853.38 0 1 On
151 Pedestrian1 4650.33 5798.72 12 0 0 0 0 4650.33 5798.72 0 1 On
152 Pedestrian1 4652.78 5694.28 12 0 0 0 0 4652.78 5694.28 0 1 On
153 Pedestrian1 4770.27 5817.48 12 0 0 0 0 4770.27 5817.48 0 1 On
154 Pedestrian1 4769.46 5707.33 12 0 0 0 0 4769.46 5107.33 0 1 On
155 Pedestrianl 4769.46 5646.96 12 0 0 0 0 4769.46 5646.96 0 1 On
156 Pedestrian1 4749.06 5573.53 12 0 0 0 0 4749.06 5573.53 0 1 On
157 Pedestrian! 4648.7 5631. 46 12 0 0 0 0 4648.7 5631. 46 0 1 On
158 Pedestrian1 4648.7 5542.52 12 0 0 0 0 4648.7 5542.52 0 1 On
159 Pedestrian1 4769.46 5513 .15 12 0 0 0 0 4769.46 5513 ..15 0 1 On
160 Pedestrian1 4651.15 5483.78 12 0 0 0 0 4651.15 5483.78 0 1 On
161 Pedestrian! 4768.64 5423.4 12 0 0 0 0 4768.64 5423.4 0 1 On
162 Pedestrian! 4650.33 5388.32 12 0 0 0 0 4650.33 5388.32 0 1 On
20
AG132 - Copydght 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/2008
0
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
163 Pedestrian! 4715.61 5372 12 0 0 0 0 4715.61.. 5372 0 1 On
164 PedestrianZ 4690.31 5372 12 0 0 0 0 4690.31 5372 0 1 On
165 PedestrianZ 4722.95 5393.21 12 0 0 0 0 4722.95 5393.21 0 1 On
166 PedestrianZ 4651.15 5425.85 12 0 0 0 0 4651.15 5425.85 0 1 On
167 PedestrianZ 4647.07 5506.63 12 0 0 0 0 4647.07 5506.63 0 1 On
168 PedestrianZ 4649.52 5572.71 12 0 0 0 0 4649.52 5572.71 0 1 On
169 pedestrian2 4651. 96 5673.89 12 0 0 0 0 4651. 96 5673.89 0 1 On
170 PedestrianZ 4769.46 5454.41 12 0 0 0 0 4769.46 5454.41 0 1 On
171 PedestrianZ 4749.06 5527.02 12 0 0 0 0 4749.06 5527.02 0 1 On
172 Pedestrian2 4769.46 5593.11 12 0 0 0 0 4769.46 5593.11 0 1 On
173 PedestrianZ 4769.46 5677.15 12 0 0 0 0 4769.46 5677.15 0 1 On
174 PedestrianZ 4747.43 5738.35 12 0 0 0 0 4747.43 5738.35 0 1 On
175 PedestrianZ 4653.6 5723.66 12 0 0 0 0 4653.6 5723.66 0 1 On
176 PedestrianZ 4652.78 5824.02 12 0 0 0 0 4652.78 5824.02 0 1 On
177 PedestrianZ 4770.27 5847.68 12 0 0 0 0 4770.27 5847.68 0 1 On
178 Pedestrian2 4769.46 5788.12 12 0 0 0 0 4769.46 5788.12 0 1 On
179 Pedestrian1 4749.06 5763.64 12 0 0 0 0 4749.06 5763.64 0 1 On
180 Pedestrian2 4666.65 5873.79 12 0 0 0 0 4666.65 5873.79 0 1 On
181 Pedestrian2 4722.95 5874.6 12 0 0 0 0 4722.95 5874.6 0 1 On
182 Pedestrian2 4798.83 5885.21 12 0 0 0 0 4798.83 5885.21 0 1 On
183 Pedestrian2 4917.95 5833.81 12 15.469 0 0 0 4917.95 5833.81 0 1 On
185 pedestrian2 4915.5 5718.76 12 260 0 0 0 4915.5 5718.76 0 1 On
186 Pedestrian2 4918.77 5602.09 12 360 0 0 0 4918.77 5602.09 0 1 On
146 Pedestrian1 5055.02 5885.2 12 90 0 0 0 5055.02 5885.2 0 1 On
184 Pedestrian2 5100.72 5883.58 12 90 0 0 0 5100.72 5883.58 0 1 On
187 Pedestrian1 4917.14 5785.67 12 0 0 0 0 4917 .14 5785.67 0 1 On
188 Pedestrian1 4917.14 5673.07 12 0 0 0 0 4917 .14 5673.07 0 1 On
189 Pedestrianl 4917.14 5504.18 12 0 0 0 0 4917 .14 5504.18 0 1 On
190 Pedestrian1 4988.94 5744.06 12 180 0 0 0 4988.94 5744.06 0 1 On
191 Pedestrian1 4987.3 5612.7 12 180 0 0 0 4987.3 5612.7 0 1 On
192 Pedestrian2 4988.12 5770.17 12 180 0 0 0 4988.12 5770.17 0 1 On
193 pedestrian2 4988.12 5676.34 12 180 0 0 0 4988.12 5676.34 0 1 On
195 pedestrian2 4916.32 5434.83 12 0 0 0 0 4916.32 5434.83 0 1 On
196 Pedestrian1 4988.94 5439.73 12 180 0 0 0 4988.94 5439.73 0 1 On
198 pedestrian2 4986.49 5389.96 12 180 0 0 0 4986.49 5389.96 0 1 On
197 Pedestrian1 4915.64 5377.72 12 0 0 0 0 4915.64 5377.72 0 1 On
199 Pedestrian2 4915.86 5331.49 12 0 0 0 0 4915.86 5331.49 0 1 On
200 Pedestrian2 4914.43 5250.62 12 0 0 0 0 4914.43 5250.62 0 1 On
201 pedestrian2 4987.21 5246.34 12 0 0 0 0 4987.21 5246.34 0 1 On
202 pedestrian2 4916.33 5164.52 12 0 0 0 0 .4916.33 5164.52 0 1 On
203 Pedestrian1 4987.68 5192.11 12 180 0 0 0 4987.68 5192 .11 0 1 On
204 Pedestrian1 4915.86 5219.22 12 0 0 0 0 4915.86 5219.22 0 1 On
205 Pedestrianl 4915.38 5268.69 12 0 0 0 0 4915.38 5268.69 0 1 On
206 Pedestrianl 4989.11 5335.76 12 180 0 0 0 4989.11 5335.76 0 1 On
207 Pedestrian1 4643.12 5264.93 12 180 0 0 0 4643.12 5264.93 0 1 On
208 pedestrian1 4643.12 5134.94 12 180 0 0 0 4643.12 5134.94 0 1 On
209 Pedestrian2 4644.4 5322.2 12 180 0 0 0 4644.4 5322.2 0 1 On
210 Pedestrian2 4643.76 5203.15 12 180 0 0 0 4643.76 -5203.15 0 1 On
211 pedestrian1 5264.63 5766.3 12 0 0 0 0 5264.63 5766.3 0 1 On
212 Pedestrian2 5262.08 5669.11 12 0 0 0 0 5262.08 5669.11 0 1 On
213 Pedestrian2 5262.08 5565.69 12 0 0 0 0 5262.08 5565.69 0 1 On
214 Pedestrian2 5265.81 5468.67 12 0 0 0 0 5265.81 5468.67 0 1 On
21
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaOowntownStreetLighting.A32
2/4/2008
~
~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
215 PedestrianZ 5127.74 5590.75 12 0 0 0 0 5127.74 5590.75 0 1 On
"
216 Pedestrianl 5261.55 5619 12 0 0 0 0 5261. 55 5619 0 1 On
217 Pedestrianl 5263.15 5520.38 12 0 0 0 0 5263.15 5520.38 0 1 On
218 Pedestrian! 5266.88 5432.42 12 0 0 0 0 5266.88 5432.42 0 1 On
219 Pedestrian! 5129.34 5558.23 12 0 0 0 0 5129.34 5558'.23 0 1 On
220 Pedestrian! 5130.41 5627 12 0 0 0 0 5130.41 5627 0 1 On
222 PedestrianZ 4794.19 5937.79 12 270 0 0 0 4794.19 5937.79 0 1 On
221 PedestrianZ 4733.25 5939.55 12 270 0 0 0 4733.25 5939.55 0 1 On
223 Pedestrianl 4643.15 5980.18 12 180 0 0 0 4643.15 5980.18 0 1 On
224 Pedestrian! 4579.56 6021. 7 12 0 0 0 0 4579.56 6021.7 0 1 On
225 Pedestrian! 4652.87 6070.28 12 180 0 0 0 4652.87 6070.28 0 1 On
226 Pedestrian! 4652.34 6125.64 12 180 0 0 0 4652.34 6125.64 0 1 On
227 Pedestrian! 4583.34 6145.87 12 0 .0 0 0 4583.34 6145.87 0 1 On
228 Pedestrian! 4582.72 6256.12 12 0 0 0 0 4582.72 6256.12 0 1 On
229 PedestrianZ 4651.65 6043.92 12 180 0 0 0 4651. 65 6043.92 0 1 On
230 Pedestrian2 4651.65 6101.23 12 180 0 0 0 4651. 65 6101.23 0 1 On
231 Pedestrian2 4642.36 6194.94 12 180 0 0 0 4642.36 6194.94 0 1 On
232 pedestrian2 4584.27 5950.2 12 0 0 0 0 4584.27 5950.2 0 1 On
233 Pedestrian2 4583.5 6088.83 12 0 0 0 0 4583.5 6088.83 0 1 On
234 Pedestrian2 4582.72 6203.46 12 0 0 0 0 4582.72 6203.46 0 1 On
235 Pedestrianl 4643.91 6245.28 12 180 0 0 0 4643.91 6245.28 0 1 On
236 pedestrianl 4582.86 6355.09 12 0 0 0 0 4582.86 6355.09 0 1 On
237 Pedestrianl 4684.43 6304.85 12 0 0 0 0 4684.43 6304.85 0 1 On
238 Pedestrianl 4650.57 6357.64 12 180 0 0 0 4650.57 6357.64 0 1 On
239 Pedestrianl 4770.71 6343.44 12 0 0 0 0 4770.71 6343.44 0 1 On
240 Pedestrian2 4650.21 6375.84 12 0 0 0 0 4650.21 6375.84 0 1 On
241 Pedestrian2 4649.84 6324.15 12 0 0 0 0 4649.84 6324.15 0 1 On
242 pedestrian2 4718.65 6305.22 12 0 0 0 0 4718.65 6305.22 0 1 On
243 Pedestrian2 4769.62 6370.38 12 0 0 0 0 4769.62 6370.38 0 1 On
244 Pedestrian2 4583.95 6311.04 12 0 0 0 0 4583.95 6311.04 0 1 On
245 pedestrian2 4583.44 6404.35 12 0 0 0 0 4583.44 6404.35 0 1 On
246 pedestrian2 4583.18 6522.77 12 0 0 0 0 4583.18 6522.77 0 1 On
247 Pedestrian1 4583.5 6457.49 12 0 0 0 0 4583.5 6457.49 0 1 On
248 Pedestrian1 4650.07 6425.16 12 180 0 0 0 4650.07 6425.16 0 1 On
249 Pedestrian! 4649.75 6484.69 12 180 0 0 0 4649.75 6484.69 0 1 On
250 Pedestrian2 4650.71 6452.37 12 180 0 0 0 4650.71 6452.37 0 1 On
251 Pedestrian2 4648.47 6501.01 12 180 0 0 0 4648.47 6501.01 0 1 On
252 Pedestrian1 4648.08 6540.65 12 180 0 0 0 4648.08 6540.65 0 1 On
253 Pedestrian1 4583.85 6574.05 12 0 0 0 0 4583.85 6574.05 0 1 On
254 Pedestrian2 4648.72 6559.58 12 180 0 0 0 4648.72 6559.58 0 1 On
255 Pedestrian1 4817.24 6448.25 12 0 0 0 0 4817.24 6448.25 0 1 On
256 Pedestrianl 4771.15 6488.85 12 0 0 0 0 4771.15 6488.85 0 1 On
259 Pedestrian2 4771. 69 6462.52 12 0 0 0 0 4771. 69 6462.52 0 1 On
260 Pedestrian2 4847.42 6442.21 12 0 0 0 0 4847.42 6442.21 0 1 On
261 Pedestrian2 4815.59 6490.5 12 0 0 0 0 4815.59 6490.5 0 1 On
257 Pedestrian2 4770.05 6544.82 12 0 0 0 0 4770.05 6544.82 0 1 On
258 Pedestrian1 4815.59 6527.81 12 0 0 0 0 4815.59 6527.81 0 1 On
263 Pedestrian1 5104.98 6362.79 12 0 0 0 0 5104.98 6362.79 0 1 On
268 Pedestrian2 5192.94 6362.71 12 0 0 0 0 5192.94 6362.71 0 1 On
269 pedestrian2 5255.97 6358.32 12 0 0 0 0 5255.97 6358.32 0 1 On
270 Pedestrian2 5256.51 6406 12 0 0 0 0 5256.51 6406 0 1 On
271 Pedestrian2 5257.06 6453.13 12 0 0 0 0 5257.06 6453.13 0 1 On
22
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: salinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
272 Pedestrian! 5257.06 6483.27 12 0 0 0 0 5257.06 6483.27 0 1 On
273 Pedestrianl 5257.06 6431.21 12 0 0 0 0 5257.06 6431.21 0 1 On
27' Pedestrian! 5255.97 6389.01 12 0 0 0 0 5255.97 6389.01 0 1 On
275 Pedestrian! 5222.54 6358.87 12 0 0 0 0 5222.54 6358.87 0 1 On
276 Pedestrian! 5264.74 6323.25 12 0 0 0 0 5264.74 6323.25 0 1 On
278 PedestrianZ 5265.2 6230.12 12 0 0 0 0 5265.2 6230.12 0 1 On
279 Pedestrian2 5227.52 6195.01 12 0 0 0 0 5227.52 6195.01 0 1 On
280 PedestrianZ 5172.72 6195.01 12 0 0 0 0 5172.72 6195.01 0 1 On
281 Pedestrian! 5255.78 6195.01 12 0 0 0 0 5255.78 6195.01 0 1 On
282 Pedestrian! 5200.97 6195.01 12 0 0 0 0 5200.97 6195.01 0 1 On
283 Pedestrian! 5147.03 6195.01 12 0 0 0 0 5147.03 6195.01 0 1 On
277 PedestrianZ 5256.63 6166.75 12 0 0 0 0 5256.63 6166.75 0 1 On
28' Pedestrian! 5325.46 6452.33 12 180 0 0 0 5325.46 6452.33 0 1 On
285 Pedestrianl 5325.46 6353.85 12 180 0 0 0 5325.46 6353.85 0 1 On
286 Pedestrian1 5324.39 6238.25 12 180 0 0 0 5324.39 6238.25 0 1 On
287 Pedestrian1 5323.32 6116.23 12 180 0 0 0 5323.32 6116.23 0 1 On
288 Pedestrian2 5324.39 6402.02 12 180 0 0 0 5324.39 6402.02 0 1 On
289 Pedestrian2 5325.46 6291. 77 12 180 0 0 0 5325.46 6291. 77 0 1 On
290 Pedestrian2 5324.39 6161.18 12 180 0 0 0 5324.39 6.161.18 0 1 On
291 Pedestrian2 5259.1 6102.31 12 0 0 0 0 5259.1 6102.31 0 1 On
292 Pedestrian2 5158.48 6166.54 12 0 0 0 0 5158.48 6166.54 0 1 On
293 Pedestrian1 5157.41 6136.57 12 0 0 0 0 5157.41 6136.57 0 1 On
294 Pedestrian1 5256.96 6133.35 12 0 0 0 0 5256.96 6133.35 0 1 On
295 Pedestrian2 5256.64 6528.12 12 0 0 0 0 5256.64 6528.12 0 1 On
296 Pedestrian2 5204.4 6597.61 12 0 0 0 0 5204.4 6597.61 0 1 On
297 Pedestrian2 5157.73 6580.87 12 0 0 0 0 5157.73 6580.87 0 1 On
298 Pedestrian1 5235.34 6596.6 12 0 0 0 0 5235.34 6596.6 0 1 On
299 Pedestrian1 5174.47 6597.61 12 0 0 0 0 5174.47 6597.61 0 1 On
300 Pedestrianl 5136.94 6557.03 12 0 0 0 0 5136.94 6557.03 0 1 On
262 Pedestrian1 5096.45 6390.4 12 0 0 0 0 5096.45 6390.4 0 1 On
26' Pedestrian2 5138.43 6389.51 12 0 0 0 0 5138.43 6389.51 0 1 On
265 Pedestrian2 5138.19 6446.07 12 0 0 0 0 5138.19 6446.07 0 1 On
266 Pedestrian1 5138.54 6419.77 12 0 0 0 0 5138.54 6419.77 0 1 On
267 Pedestrian1 5138.69 6496.98 12 0 0 0 0 5138.69 6496.98 0 1 On
301 Pedestrian2 5138.27 6524.82 12 0 0 0 0 5138.27 6524.82 0 1 On
302 Pedestrian2 4584.04 6625.5 12 0 0 0 0 4584.04 6625.5 0 1 On
303 Pedestrian2 4567.05 6719.51 12 90 0 0 0 4567.05 6719.51 0 1 On
3D' Pedestrian1 4585.17 6682.14 12 0 0 0 0 4585.17 6682.14 0 1 On
305 Pedestrian1 4533.07 6718.38 12 90 0 0 0 4533.07 6718.38 0 1 On
306 pedestrian2 4534.73 6790.51 12 270 0 0 0 4534.73 6790.51 0 1 On
307 Pedestrian2 4413.35 6790.51 12 270 0 0 0 4413.35 6790.51 0 1 On
308 Pedestrian1 4378.73 6791.37 12 270 0 0 0 4378.73 6791.37 0 1 On
309 Pedestrianl 4486.44 6791.37 12 270 0 0 0 4486.44 6791.37 0 1 On
310 Pedestrianl 4437.29 6719.14 12 90 0 0 0 4437.29 6719.14 0 1 On
311 Pedestrian2 4486.86 6718.71 12 90 0 0 0 4486.86 6718.71 0 1 On
312 Pedestrian2 4356.94 6718.71 12 90 0 0 0 4356.94 6718.71 0 1 On
313 Pedestrian1 4586.29 6850.35 12 0 0 0 0 4586.29 6850.35 0 1 On
314 Pedestrian1 4638.64 6888.81 12 180 0 0 0 4638.64 6888.81 0 1 On
315 pedestrian2 4585.75 6906.98 12 0 0 0 0 4585.75 6906.98 0 1 On
316 Pedestrian2 4641.31 6836.46 12 180 0 0 0 4641. 31 6836.46 0 1 On
317 Pedestrianl 4697.94 6789.98 12 270 0 0 0 4697.94 6789.98 0 1 .On
318 Pedestrian2 4764.19 6789.98 12 270 0 0 0 4764.19 6789.98 0 1 On
23
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
53
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
319 Pedestrianl 4800.05 6789.44 12 270 0 0 0 4800.05 6789.44 0 1 On
320 PedestrianZ 4846.8 6790.11 12 270 0 0 0 4846.8 6790.11 0 1 On
321 Pedestrianl 4585.6 6949.49 12 0 0 0 0 4585.6 6949.49 0 1 On
322 Pedestrianl 4584.3 7064.88 12 0 0 0 0 4584.3 7064.88 0 1 On
323 Pedestrianl 4581. 71 7166.66 12 0 0 0 0 4581.71 7166.66 0 1 On
324 Pedestrian2 4584.3 7012.38 12 0 0 0 0 4584.3 7012.38 0 1 On
325 Pedestrian2 4584.3 7116.75 12 0 0 0 0 4584.3 7116.75 0 1 On
326 PedestrianZ 4654.32 6946.9 12 0 0 0 0 4654.32 6946.9 0 1 On
327 PedestrianZ 4654.32 7038.31 12 0 0 0 0 4654.32 7038",31 0 1 On
328 PedestrianZ 4654.32 7138.14 12 0 0 0 0 4654.32 7138.14 0 1 On
329 PedestrianZ 4758.69 6941. 07 12 0 0 0 0 4758.69 6941.07 0 1 On
330 PedestrianZ 4771 7014.97 12 0 0 0 0 4771 7014.97 0 1 On
331 PedestrianZ 4772.3 7140.73 12 0 0 0 0 4772.3 7140.73 0 1 On
332 Pedestrianl 4702.94 6930.69 12 0 0 0 0 4702.94 6930.69 0 1 On
333 Pedestrianl 4771 6977.37 12 0 0 0 0 4771 6977.37 0 1 On
334 Pedestrian1 4771. 65 7121.28 12 0 0 0 0 4771. 65 7121.28 0 1 On
335 Pedestrian1 4771 7156.94 12 0 0 0 0 4771 7156.94 0 1 On
336 Pedestrian1 4653.67 7096 12 0 0 0 0 4653.67 7096 0 1 On
337 pedestrian1 4654.32 7002 12 0 0 0 0 4654.32 .7002 0 1 On
338 Pedestrian1 4653.67 7164.07 12 0 0 0 0 4653.67 7164.07 0 1 On
339 Pedestrian2 4654.32 7203.6 12 0 0 0 0 4654.32 7203.6 0 1 On
340 Pedestrian2 4693.21 7252.87 12 0 0 0 0 4693.21 7252.87 0 1 On
341 Pedestrian2 4765.17 7193.88 12 0 0 0 0 4765.17 7193.88 0 1 On
342 Pedestrian1 4654.32 7236.67 12 0 0 0 0 4654.32 7236.67 0 1 On
343 Pedestrian1 4728.87 7253.52 12 0 0 0 0 4728.87 7253.52 0 1 On
344 pedestrian1 4753.5 7228.24 12 0 0 0 0 4753.5 7228: 24 0 1 On
346 Pedestrian2 4584.71 7262.44 12 0 0 0 0 4584.71 7262.44 0 1 On
347 Pedestrian2 4585.52 7359.68 12 0 0 0 0 4585.52 7359.68 0 1 On
348 Pedestrian1 4584.71 7313.49 12 0 0 0 0 4584.71 7313 .49 0 1 On
350 Pedestrian1 4645.48 7294.04 12 180 0 0 0 4645.48 7294.04 0 1 On
349 Pedestrian2 4646.29 7331. 32 12 180 0 0 0 4646.29 7331.32 0 1 On
351 Pedestrian1 4584.71 7409.91 12 0 0 0 0 4584.71 7409.91 0 1 On
352 Pedestrian1 4583.9 7526.6 12 0 0 0 0 4583.9 7526.6 0 1 On
353 Pedestrian1 4643.05 7421. 26 12 0 0 0 0 4643.05 7421.26 0 1 On
354 Pedestrian1 4646.29 7548.48 12 0 0 0 0 4646.29 7548.48 0 1 On
355 Pedestrian2 4584.71 7460.15 12 0 0 0 0 4584.71 7460.15 0 1 On
356 Pedestrian2 4646.29 7473.93 12 0 0 0 0 4646.29 7473.93 0 1 On
358 Shoebox 4930.89 7518.63 30 0 0 0 0 4930.89 7518.63 0 1 On
359 Shoebox 4981. 93 7533.91 30 180 0 0 0 .4981. 93 7533.91 0 1 On
360 Shoebox 4928.85 7426.61 30 0 0 0 0 4928.85 7426.61 0 1 On
361 Shoebox 4981.25 7420.15 30 180 0 0 0 4981.25 7420.15 0 1 'On
362 Shoebox 4930.21 7286.72 30 0 0 0 0 4930.21 7286.72 0 1 On
363 Shoebox 4982.27 7284.69 30 180 0 0 0 4982.27 7284.69 0 1 On
364 Shoebox 4928.28 7030.88 30 0 0 0 0 4928.28 7030.88 0 1 On
365 Shoebox 4980.79 7034.76 30 180 0 0 0 4980.79 7034.76 0 1 On
366 Shoebox 4927.2 6900.57 30 0 0 0 0 4927.2 6900.57 0 1 On
367 Shoebox 4980.84 6904.02 30 180 0 0 0 4980.84 6904.02 0 1 On
368 Pedestrian2 5049.78 5937.77 12 270 0 0 0 5049.78 5937.77 0 1 On
369 Pedestrian2 5145.55 5938.63' 12 270 0 0 0 5145.55 5938.63 0 1 On
370 Shoebox 4928.98 5772.73 30 0 0 0 0 4928.98 5772.73 0 1 On
371 Shoebox 4976.23 5803.07 30 180 0 0 0 4976.23 5803.07 0 1 On
372 Shoebox 4928.89 5644.61 30 0 0 0 0 4928.89 5644.61 0 1 On
24
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2(4(2008
53
BWR I Right in the Center
Expanded Luminaire Location(s) Cont..
373 Shoebox 4976.89 5645.31 30 180 0 0 0 4976.89 5645.31 0 1 On
374 Shoebox 4975.48 5528.35 30 180 0 0 0 4975.48 5528.35 0 1 On
375 Shoebox 4976.54 5400.88 30 180 0 0 0 4976.54 5400.88 0 1 On
376 Shoebox 4927.83 5400.17 30 0 0 0 0 4927.83 5400.17 0 1 On
377 Shoebox 4974.43 5257.24 30 180 0 0 0 4974.43 5257.24 0 1 On
378 Shoebox 4928.54 5130.45 30 0 0 0 0 4928.54 5130.45 0 1 On
379 Shoebox 4974.43 5130.1 30 180 0 0 0 4974.43 5130.1 0 1 On
380 Shoebox 4974.43 5123.08 30 180 0 0 0 4974.43 5123.08 0 1 On
381 Shoebox 5001. 88 '5093.52 30 270 0 0 0 5001.88 5093.52 0 1 On
382 Shoebox 5034.54 5092.46 .30 270 0 0 0 5034.54 5092.46 0 1 On
383 Shoebox 4897.22 '5093.17 30 270 0 0 0 4897.22 5093.17 0 1 'On
384 Shoebox 4885.98 5095.63 30 270 0 0 0 4885.98 5095.63 0 1 On
385 Shoebox 4789.19 5095.28 30 270 0 0 0 4789.19 5095.28 0 1 On
386 Shoebox 4762.59 5094.27 30 270 0 0 0 4762.59 5094.27 0 1 On
387 Shoebox. 4691. 87 5093.6 30 270 0 0 0 4691. 87 5093.6 0 1 On
388 Cobraheadl 4276.2 8489.47 30 0 0 0 0 4276.2 8489.47 0 1 On
389 Cobrahead1 4326.29 ,,8451.52 30 270 0 0 0 4326.29 8451.52 0 1 On
390 Cobrahead1 4236.4 8406.94 30 90 0 0 0 4236.4 8406.94 0 1 On
391 Cobrahead1 4236.4 8382.94 30 270 0 0 0 4236.4 8382.94 0 1 On
392 Cobrahead1 4360.59 8406.01 30 90 0 0 0 4360.59 8406.01 0 1 On
393 Cobrahead1 4360.59 8380.16 30 270 0 0 .0 4360.59 8380.16 0 1 On
394 Cobrahead1 4534.82 8406.01 30 90 0 0 0 4534.82 8406.01 0 1 On
395 Cobraheadl 4521.85 8445.96 30 270 0 0 0 4521. 85 8445.96 0 1 On
397 Cobrahead1 4658.09 8449.67 30 270 0 0 0 4658.09 8449.67 0 1 On
398 Cobrahead1 4634:04 8400.5 30 180 0 0 0 4634.04 8400.5 0 1 On
399 Cobrahead1 4565.46 8318.94 30 180 0 0 .0 4565.46 8318.94 0 1 On
400 Cobrahead1 4590.38 8318.94 30 0 O' 0 0 4590.38 8318.94 0 1 On
396 Cobrahead1 4600.58 8479.28 30 0 0 0 0 4600.58 8479.28 0 1 On
401 Cobrahead1 4923.33 8567.7 30 0 0 0 0 4923.33 8567.7 0 1 On
402 Cobrahead1 4985.737 8462.457 30 220 0 0 0 4985.737 8462.457 0 1 On
403 Cobrahead1 4906.69 8407.87 30 90 0 0 0 4906.69 8407.87 0 1 On
404 Cobrahead1 4976.98 8347.36 30 180 0 0 0 4976.98 8347.36 0 1 On
406 Cobrahead1 4932.12 8256.61 30 0 0 0 0 4932.12 8256.61 0 1 On
407 Cobrahead1 4981.11 8193.31 30 180 0 0 0 4981.11 8193.31 0 1 On
408 Cobrahead1 4931.15 8108.37 30 0 0 0 0 4931.15 8108.37 0 1 On
409 Cobraheadl 4981.66 8070.46 30 180 0 0 0 4981. 66 8070.46 0 1 On
410 Cobraheadl 4929.61 7968.18 30 0 0 0 0 4929.61 7968.18 0 1 On
411 Cobrahead1 4980.57 7919.09 30 180 0 0 0 4980.57 7919.09 0 1 On
412 Cobraheadl 4929.83 7832.09 30 0 0 0 0 4929.83 7832.09 0 1 On
413 Cobrahead1 4980.57 . 7782.12 30 180 0 0 0 4980.57 7782.12 0 1 On
414 Cobrahead1 4931.59 7698.4 30 0 0 0 0 4931. 59 7698.4 0 1 On
415 Cobrahead1 4979.47 7652.81 30 180 0 0 0 4979.47 . 7652.81 0 1 On
416 Cobrahead1 5080.59 7625.4 30 270 0 0 0 5080.59 7625.4 0 1 On
417 Cobrahead1 5065.87 7580.91 30 90 0 0 0 5065.87 7580.91 0 1 On
418 Cobrahead1 5159.35 7580.56 30 90 0 0 0 5159.35 7580.56 0 1 On
419 Cobrahead1 5155.93 7627.79 30 270 0 0 0 5155.93 7627.79 0 1 On
420 Cobrahead1 5250.11 7624.37 30 270 0 0 0 5250.11 7624.37 0 1 On
421 Cobraheadl 5254.21 7578.17 30 90 0 0 0 5254.21 7578.17 0 1 On
422 Cobraheadl 5316.19 7549.39 30 180 0 0 0 5316.19 7549.39 0 1 On
423 Cobrahead1 5340.52 7622.66 30 270 0 0 0 5340.52 7622.66 0 1 On
424 Cobrahead1 5453.18 7579.19 30 90 0 0 0 5453.18 7579.19 0 1 On
425 Cobrahead1 5277.87 7475.08 30 0 0 0 0 5277.87 7475.08 0 1 On
25
AGI32 - Copyright 1999-2006 by Lighting. Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
426 Cobraheadl 5312.42 7405.22 30 180 0 0 0 5312.42 7405.22 0 1 On
427 Cobraheadl 5319.27 7254.55 30 180 0 0 0 5319.27 7254.55 0 1 On
428 Cobraheadl 5278.89 7205.24 30 0 0 0 0 5278.89 7205.24 0 1 On
429 Cobraheadl 5319.27 7138.81 30 180 0 0 0 5319.27 7138.81 0 1 On
430 Shoebox 5126.14 7138.13 30 180 0 0 0 5126.14 7138.13 0 1 On
431 Cobraheadl 5279.58 7066.91 30 0 0 0 0 5279.58 7066.91 0 1 On
432 Cobraheadl 5319.61 7005.61 30 180 0 0 0 5319.61 7005.61 0 1 On
433 Cobraheadl 5279.58 6941.93 30 0 0 0 0 5279.58 6941.93 0 1 On
434 Cobraheadl 5317.56 6885.42 30 180 0 0 0 5317; 56 6885.42 0 1 On
435 Cobraheadl 5156.97 6775.48 30 270 0 0 0 5156.97 6775.48 0 1 On
436 Cobraheadl 5079.24 6731. 68 30 90 0 0 0 5079.24 6731.68 0 1 On
437 Cobraheadl 4727.62 6731. 7 30 90 0 0 0 4727.62 6731.7 0 1 On
438 Cobraheadl 4599.26 6704.8 30 0 0 0 0 4599.26 6704.8 0 1 On
439 Cobraheadl 4631.19 6688.49 30 180 0 0 0 4631.19 6688.49 0 1 On
440 Cobraheadl 4598.09 6610.41 30 0 0 0 0 4598",09 6610.41 0 l. On
441 Cobrahead1 4598.68 6844.64 30 0 0 0 0 4598.68 6844.64 0 1 On
442 Cobrahead1 4595.76 6463.58 30 0 0 0 0 4595.76 6463.58 0 1 On
443 Shoebox 466L 6 6523.01 30 0 0 0 0 4661.6 6523.01 0 1 On
444 Shoebox 4758.21 6514.86 30 180 0 0 0 4758.21 6514.86 0 1 On
447 Cobrahead1 4595.76 6305.68 30 0 0 0 0 4595.76 6305.68 0 1 On
448 Cobrahead1 4628.86 6254.99 30 180 0 0 0 4628.86 6254.99. 0 1 On
445 Shoebox 4758.87 ,6396.91 30 180 0 0 0 4758.87 6396.91 0 1 On
34 Shoebox 4933.06 6456.47 30 0 0 0 0 4933.06 6456.47 0 1 On
41 Shoebox 4983.57 6571.43 30 180 0 0 0 4983.57 6571. 43 0 1 On
35 Shoebox 4981. 56 6456.82 30 180. 0 0 0 4981.56 6456.82 0 1 On
449 Cobrahead1 4596.97 6197.95 30 0 0 0 0 4596.97 6197.95 0 1 ,On
450 Cobrahead1 4630.66 6138.74 30 180 0 0 0 4630.66 6138.74 0 ,1 On
446 Shoebox 4699.13 6318.14 30 90 0 0 0 4699.13 6318.14 0 1 On
451 Cobrahead1 4597.12 6062.89 30 0 0 0 0 4597.12 6062.89 0 1 On
452 Cobrahead1 4630.19 6001.77 30 180 0 0 0 .4630.19 6001. 77 0 1 On
453 Cobrahead1 4596 5945.94 30 0 0 0 0 4596 5945.94 0 1 On
454 Cobrahead1 4453,5 6054.25 30 0 0 0 0 4453.5 6054.25 0 1 On
455 Cobrahead1 4453.51 6202.16 30 0 0 0 0 4453.51 6202.16 0 1 On
456 Cobrahead1 4264.44 6280.8 30 0 0 0 0 4264.44 6280.8 0 1 On
457 Cobrahead1 4257.59 6185.39 30 0 0 0 0 4257.59 6185.39 0 1 On
458 Cobrahead1 4297.19 6032.62 30 180 0 0 0 4297.19 6032.62 0 1 On
460 Cobrahead1 4296.57 5866.71 30 180 0 0 0 4296.57. 5866.71 0 1 On
459 Cobrahead1 4263.08 5959 30 0 0 0 0 4263.08 5959 0 1 On
461 Cobrahead1 4599.34 5872.95 30 0 0 0 0 4599.34 5872.95 0 1 On
462 Cobrahead1 4626.8 5874.94 30 180 0 0 0 4626.8 5874.94 0 1 On
463 Shoebox 4710.5 5862.27 30 270 0 0 0 4710.5 5862.27 0 1 On
464 Cobrahead1 5265.67 5896.26 30 90 0 0 0 5265.67 5896.26 0 1 On
465 Cobrahead1 5276.86 5956.39 30 0 0 0 0 5276.86 5956.39 0 1 On
466 Cobrahead1 5277.67 6089.31 30 0 0 0 0 5277.67 6089.31 0 1 On
467 Cobraheadl 5467.33 6052.84 30 0 0 0 0 5467.33 6052.84 0 1 On
468 Cobraheadl 5335.38 5925.75 30 270 0 0 0 5335.38 5925.75 0 1 On'
469 Cobraheadl 5307.17 5871.29 30 180 0 0 0 5307.17 5871.29 0 1 On
470 Shoebox 5465.7 6025.28 30 0 0 0 0 5465.7 6025.28 0 1 On
471 Pedestrian1 5260 6077 .15 12 0 0 0 0 5260 6077.15 0 1 On
472 Pedestrian1 5261. 62 5958.01 12 0 0 0 0 5261.62 5958.01 0 1 On
473 Pedestrian! 5324.03 6043.11 12 180 0 0 0 5324.03 6043.11 0 1 On
474 Pedestrian1 5323.22 5954,77 12 180 0 0 0 5323.22 5954.77 0 1 On
26
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting. A32
2/4/2008
~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
475 Pedestrianl 5225.96 6086.88 12 0 0 0 0 5225.96 6DB6.BB 0 1 On
476 Pedestrianl 5172.47 6087.69 12 0 0 0 0 5172.47 6087.69 0 1 On
477 PedestrianZ 5264.87 6035.01 12 0 0 0 0 5264.87 6035.01 0 1 On
478 PedestrianZ 5324.84 6061.75 12 0 0 0 0 5324.84 6061. 75 0 1 On
479 PedestrianZ 5324.84 6007.45 12 0 0 0 0 5324.84 6007.45 0 1 On
480 PedestrianZ 5199.22 6086.07 12 0 0 0 0 5199.22 6086.07 0 1 On
481 PedestrianZ 5146.54 6087.69 12 0 0 0 0 5146.54 6087.69 0 1 On
482 Cobraheadl 5466.52 6152.52 30 0 0 0 0 5466.52 6152.52 0 1 On
483 Cobraheadl 5588.25 5893.83 30 90 0 0 0 5588.25 5893.83 0 1 On
484 Cobraheadl 5655.52 5890.59 30 90 0 0 0 5655.52 5890.59 0 1 On
485 Cobraheadl 5610.75 6200.5 30 0 0 0 0 5610.75 6200.5 0 1 On
486 Cobraheadl 5279.07 6247 30 0 0 0 0 5279.07 6247 0 1 On
487 Cobraheadl 5312.3 6301.56 30 180 0 0 0 5312.3 6301.56 0 '1 On
488 Cobraheadl 5312.41 6167.91 30 180 0 0 0 5312.41 6167.91 0 1 On
489 Cobraheadl 5610.96 6415.52 30 0 0 0 0 5610.96 6415.52 0 1 On
490 Cobrahead1 5539.33 6639.23 30 180 0 0 0 5539.33 6639.23 0 1 On
491 Cobrahead1 5275.08 6659.53 30 0 0 0 0 5275.08 6659.53 0 1 On
492 Cobrahead1 5472 .1 6777.73 30 270 0 0 0 5472.1 6777.73 0 1 On
493 Cobrahead1 5723.43 6773.28 30 270 0 0 0 5723.43 6773.28 0 1 On
494 Cobrahead1 4531. 75 7632.39 30 270 0 0 0 4531. 75 7632.39 0 1 On
495 Cobrahead1 4589.83 7715.54 30 0 0 0 0 4589.83 7715.54 0 1 On
496 Cobrahead1 4565.15 7714.86 30 180 0 0 0 4565.15 7714.86 0 1 On
497 Cobrahead1 4630.87 7793.46 30 180 0 0 0 4630.87 7793.46 0 1 On
498 Cobrahead1 4663.2 7627.65 30 270 0 0 0 4663.2 7627.65 0 1 On
499 Cobrahead1 4721.47 7581.18 30 90 0 0 0 4721. 47 7581.18 0 1 On
500 Cobrahead1 4572.4 7588.64 30 90 0 0 0 4572.4 7588.64 0 1 On
501 Cobrahead1 4461.28 7587.96 30 90 0 0 0 4461. 28 7587.96 0 1 On
502 Cobrahead1 4298.19 7565.79 30 180 0 0 0 4298.19 7565.79 0 1 On
503 Cobrahead1 4240.4 7592.02 30 90 0 0 0 4240.4 7592.02 0 1 On
504 Cobrahead1 4268.66 7494.65 30 0 0 0 0 4268.66 7494.65 0 1 On
505 Cobrahead1 4451.6 7529.88 30 0 0 0 0 4451.6 7529.88 0 1 On
506 Cobrahead1 4595.25 7521.07 30 0 0 0 0 4595.25 7521.07 0 1 On
507 Cobrahead1 4632.23 7556.99 30 180 0 0 0 4632.23 7556.99 0 1 On
508 Cobrahead1 4388.78 7658.42 30 90 0 0 0 4388.78 7658.42 0 1 On
509 Cobrahead1 4388.78 7632.39 30 270 0 0 0 4388.78 7632.39 0 1 On
510 Cobrahead1 4302.32 7373.66 30 180 0 0 0 4302.32 7373.66 0 1 On
511 Cobrahead1 4820.37 7627.39 30 270 0 0 0 4820.37 7627.39 0 1 On
512 Cobrahead1 4589.04 7870.83 30 0 0 0 0 4589.04 7870.83 0 1 On
513 Cobrahead1 4563.42 7870.83 30 180 0 0 0 4563.42 7870.83 0 1 On
514 Cobrahead1 4780.88 7905.142 30 60 0 0 0 4780.88 7905.142 0 1 On
515 Cobrahead1 4631. 93 7942.59 30 180 0 0 0 4631.93 7942.59 0 1 On
516 Cobrahead1 4589.63 8018.32 30 0 0 0 0 4589.63 8018.32 0 1 On
517 Cobrahead1 4565 8018.32 30 180 0 0 0 4565 8018.32 0 1 On
518 Cobrahead1 4589.63 8169.09 30 0 0 0 0 4589.63 8169.09 0 1 On
519 Cobrahead1 4565 8169.09 30 180 0 0 0 4565 8169.09 0 1 On
520 Cobrahead1 4629.,61 8094.97 30 180 0 0 0 4629.61 8094.97 0 1 On
521 Cobrahead1 4780.63 8108.532 30 60 0 0 0 4780.63 8108.532 0 1 On
522 Cobrahead1 4783.2 8209.882 30 120 0 0 0 4783.2 8209.882 0 1 On
523 Cobrahead1 4631.51 8246.37 30 180 0 0 0 4631. 51 8246.37 0 1 On
524 Cobrahead1 5135.64 8151.25 30 270 0 0 0 5135.64 8151.25 0 1 On
525 Cobraheadl 5278.88 8166.27 30 0 0 0 0 5278.88 8166.27 0 1 On
526 Cobrahead1 5136.85 8027.88 30 270 0 0 0 5136.85 8027.88 0 1 On
27
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Righl in the Center
Expanded Luniinaire Location(s) Cont.
527 Cobraheadl 5135.64 7954.51 30 90 0 0 0 5135.64 7954.51 0 1 On
528 Cobraheadl 5578.21 8445.27 30 270 0 0 0 5578.21 8445.27 0 1 On
529 Cobraheadl 4631.32 7414.84 30 180 0 0 0 4631. 32 7414.84 0 1 On
530 Cobraheadl 4598.65 7369.88 30 0 0 0 0 4598.65 7369.88 0 1 On
531 Cobraheadl 4597.92 7234.68 30 0 0 0 0 4597.92 7234.68 0 1 On
532 Cobraheadl 4628.87 7293.97 30 180 0 0 0 4628.87 7293.97 0 1 On
533 Shoebox 4930.51 7165.27 30 0 0 0 0 4930.51 7165.27 0 1 On
534 Cobraheadl 4267.5 7289.62 30 0 0 0 0 4267.5 7289.62 0 1 On
535 Cobraheadl 4266.06 7091. 52 30 0 0 0 0 4266.06 7091.52 0 1 On
536 Cobraheadl 4299.9 7192.74 30 180 0 0 0 4299.9 7192.74 0 1 On
537 Cobrahe,adl 4393.89 7132 30 180 0 0 0 4393.89 7132 0 1 On
538 Cobraheadl 4437.27 7115.38 30 180 0 0 0 4437.27 7115.38 0 1 On
539 Cobraheadl 4597.92 . 7107.42 30 0 0 0 0 4597.92 7107.42 0 1 On
540 Cobraheadl 4299.17 7001. 86 30 180 0 0 0 4299.17 7001.86 0 1 On
541 Cobraheadl 4467.05 7023.55 30 0 0 0 0 4467.05 7023.55 0 1 On
542 Cobraheadl 4598.64 6993.19 30 0 0 0 0 4598.64 6993.19 0 1 On
543 Cobrahead1 4632.48 6912.94 30 180 0 0 0 4632.48 6912.94 0 1 On
544 Cobrahead1 4432.2 6904.26 30 180 0 0 0 4432.2 6904.26 0 1 On
545 Cobrahead1 4265.32 6907.88 30 0 0 0 0 4265.32 6907.88 0 1 On
546 Cobrahead1 4298.45 6811.72 30 180 0 0 0 4298.45 6811. 72 0 1 On
547 Cobrahead1 4243.21 6731.9 30 90 0 0 0 4243.21 6731.9 0 1 On
548 Cobrahead1 4333.59 6776.58 30 270 0 0 0 4333.59 6776.58 0 1 On
549 Cobrahead1 4497.71 6776.58 30 270 0 0 0 4497.71 6776.58 0 1 On
550 Cobrahead1 4420.35 6731.9 30 90 0 0 0 4420.35 6731.9 0 1 On
551 Cobrahead1 4838.25 6776.58 30 270 0 0 0 4838.25 6776.58 0 1 On
552 Cobraheadl 4263.16 6694.59 30 0 0 0 0 4263.16 6694.59 0 1 On
553 Cobraheadl 4297 6603.49 30 180 0 0 0 4297 6603.49 0 1 On
554 Cobrahead1 4268.17 6492.16 30 0 0 0 0 4268.17 6492.16 0 1 On
555 Cobraheadl 4449.78 6534.42 30 0 0 0 0 4449.78 6534.42 0 1 On
556 Cobraheadl 4298.46 6391. 63 30 180 . 0 0 0 4298.46 6391. 63 0 1 On
557 Cobrahead1 4482.7 6349.67 30 0 0 0 0 4482.7 6349.67 0 1 On
558 Cobraheadl 4453.94 6298.29 30 0 0 0 0 4453.94 6298.29 0 1 On
559 Cobrahead1 4314.102 5333.08 30 318.692 0 0 0 4314.102 5333.08 0 1 On
560 Cobrahead1 4264.645 5046.345 30 45 0 0 0 4264.645 5046.345 0 1 On
561 Cobrahead1 4340.28 5101.14 30 270 0 0 0 4340.28 5i01.14 0 1 On
562 Cobrahead1 4458.04 5068.36 30 90 0 0 0 4458.04 5068.36 0 1 On
563 Cobrahead1 4568.24 5096.09 30 270 0 0 0 4568.24 5096.09 0 1 On
564 Cobrahead1 4622.69 5041. 63 30 180 0 0 0 4622.69 5041. 63 0 1 On
565 Cobrahead1 . 4770.17 4995.8 30 90 0 0 0 4770.17 4995.8 0 1 On
566 Cobrahead1 4808.55 5064.67 30 90 0 0 0 4808.55 5064.67 0 1 On
567 Cobrahead1 4929.31 5046.413 30 35 0 0 0 4929.31 5046.413 0 1 On
568 Cobrahead1 5111.32 5092.55 30 270 0 0 0 5111.32 5092.55 0 1 On
569 Cobraheadl 5143.93 5093.29 30 270 0 0 0 5143.93 5093.29 0 1 On
570 Cobraheadl 5250.69 5091. 33 30 270 0 0 0 5250.69 5091. 33 0 1 On
571 Cobrahead1 5275.99 5052.42 30 0 0 0 0 5275.99 5052.42 0 1 On
572 Cobraheadl 5344.043 5179.003 30 40 0 0 0 5344.043 5179.003 0 1 On
573 Pedestrianl 5268.91 5119.81 12 0 0 0 0 5268.91 5119.81 0 1 On
574 Cobrahead1 5444.557 5217.237 30 230 0 0 0 5444.557 5217.237 0 1 On
575 Cobrahead1 5581 5092.41 30 270 0 0 0 5581 5092.41 0 1 On
576 Cobrahead1 5301.32 5336.59 30 180 0 0 0 5301. 32 5336.59 0 1 On
577 Cobrahead1 5640.02 5365.27 30 180 0 0 0 5640.02 5365.27 0 1 On
405 Cobrahead1 5262.97 8452.43 30 270 0 0 0 5262.97 8452.43 0 1 On
28
AGI32 - Copyright 1999-2006 by Ligh"tin<;l Analysts. Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
..~
BWR I Right in the Center
Expanded Luminaire Location(s) Cont.
578 Cobraheadl 4192.13 6785.68 30 270 0 0 0 4192.13 6785.68 0 1 On
579 Shoebox 4979.33 7157.74 30 180 0 0 0 4979.33 7157.74 0 1 On
580 Cobrahead2 5316.638 6717.78 30 150 0 0 0 5316.638 6717.78 0 1 On
581 Cobrahead2 5268.093 6719.323 30 50 0 0 0 5268.093 6719.323 0 1 On
582 CobraheadZ 5270.21 6789.647 30 325 0 0 0 5270.21 6789.647 0 1 On
583 CobraheadZ 5316.075 6786.395 30 225 0 0 0 5316.075 6786.395 0 1 On
584 CobraheadZ 4982.845 6787.215 30 225 0 0 0 4982.845 6787.215 0 1 On
585 Cobrahead2 4922.353 6787.987 30 320 0 0 0 4922.353 6787.987 0 1 On
586 CobraheadZ 4920.053 6719.323 30 50 0 0 0 4920.053 6719.323 0 1 On
587 CobraheadZ 4981. 5 6717.843 30 145 0 0 0 4981. 5 6717.843 0 1 On
591 CobraheadZ 4588.293 6787.167 30 320 0 0 0 4588.293 6787.167 0 1 On
589 CobraheadZ 4633.764 6717.441 30 142.4630 0 0 4633.764 6717.441 0 1 On
588 Cobrahead2 4586.756 6720.275 30 45.063 0 0 0 4586.756 6720.275 0 1 On
590 Cobrahead2 4635.105 6787.595 30 225 0 0 0 4635.105 6787.595 0 1 On
592 Cobrahead2 4920.948 5937.284 30 321. 7070 0 0 4920.948 5937'.284 0 1 On
593 Cobrahead2 4982.985 5935.285 30 225 0 0 0 4982.985 5935.285 0 1 On
59' Cobrahead2 4983.385 5886.422 30 143.6520 0 0 4983.385 5886.422 0 1 On
595 Cobrahead2 4920.084 5887.409 30 46.672 0 0 0 4920.084 5887.409 0 1 On
596 Cobrahead1 5280.55 5567.93 30 0 0 0 0 5280.55 5567.93 0 1 On
597 Cobrahead1 4599.36 5740.41 30 0 0 0 0 4599.36 5740.41 0 1 On
598 Cobrahead1 4295.36 5534.45 30 180 0 0 0 4295.36 5534.45 0 1 On
599 Cobrahead2 4907.99 7632.5 30 270 0 0 0 4907.99 7632.5 0 1 On
600 Cobrahead2 5012.21 7582.55 30 90 0 0 0 5012.21 7582.55 0 1 On
357 Shoebox 4900.9 7578.49 30 90 0 0 0 4900.9 7578.49 0 1 On
Summary By Label
Project Name : Project 1
Label ""-- Q.!.L Total
Pedestrian1 1 0 181
Pedestrian2 1 0 167
Cobrahead1 1 0 17'
Shoebox 1 0 '8
Cobrahead2 1 0 18
29
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Numeric Summary
Walnut - 8th&7th
Walnut - 8th&7th
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Walnut - 7th&SantaFe
Walnut - 7th&SantaFe
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
10
10
270
o
Horizontal
(Fe)
0.01
0.1
0.0
0.00
0.00
10
10
270
o
Horizontal
(Fe)
0.17
1.2
0.0
0.00
0.00
Intersection - Walnut&SantaFe
Intersection -'Walnut&SantaFe
ProJect: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
10
10
o
o
Horizontal.
30
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: Salin3DowntownStreetLighting.A32
2/4/2008
o
BWR I Right in the Center
Cont.
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
(Fe)
1. 4 B
3.5
0.2
7.40
17.50
Intersection - Walnut&7th
Intersection - Walnut&7th
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fe)
0.45
1.1
0.1
4.50
11.00
Intersect~on - Walnut&8th
Intersection - Walnut&8th
Project: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Mulberry - 8th&7th
Mulberry - Bth&7th
Project: Project 1
3 pt. Grid
10
10
o
o
Horizontal
(Fe)
0.22
0.6
0.0
0.00
0.00
31
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
~
BWR I Right in the Center
Numeric Summary
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
Cont.
10
10
270
o
Horizontal
(Fe)
0.24
0.6
0.1
2.40
6.00
Intersection - Mulberry&8th
Intersection - Mulberry&8th
ProJect: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
8th - Walnut&Mulberry
,8th - Walnut&Mulberry
ProJect: ProJect 1
3 Pt. Grid
Coordinates in Feet
.Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Til t ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
10
10
o
o
Hor.i'zontal
(Fe)
0.18
0.5
0.0
0.00
0.00
10
10
o
180
Horizontal
(Fe)
0.07
0.5
0.0
32
AGI32 - Copyright 1999~2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
o
BWR I Right in the Center
Numeric Summary
Avg/Min
MaxiMin
Cont.
0.00
0.00
Intersection - Mulberry&7th
Intersection - Mulberry&7th
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
7th - Walnut &Mulberry
7th - Walnut&Mulberry
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
Mulberry - 7th&SantaFe
Mulberry - 7th&SantaFe
Project: Project 1
3 Pt. Grid
Coordinates in Feet
10
10
o
o
Horizontal
(Fe)
0.33
0.6
0.1
3.30
6.00
10
10
o
180
Horizontal
(Fe)
0.08
0.7
0.0
0.00
0.00
Point Spacing L-R 10
Point Spacing T-B 10
33
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
~
BWR I Right in the Center
Numeric Summary
Grid Orient
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
270
o
Horizontal
(Fe)
1.22
2.4
0.5
2.44
4.80
Santa Fe - Walnut~ulberry
Santa Fe - Walnut&Mulberry
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Mulberry - SantaFe&5th
Mulberry - SantaFe&5th
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
180
Horizontal
(Fe)
0.60
1.5
0.1
6.00
15.00
10
10
270
o
Horizontal
(Fe)
0.65
1.9
0.2
3.25
9.50
34
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
f3
BWR I Right in the Center
Numeric Summary
Cont.
Intersection - Mulberry&5th
Intersection - Mulberry&5th
ProJect: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
5th - Walnut &Mulberry
5th - Walnut&Mulberry
ProJect: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Til t ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fe)
0.28
0.6
0.1
2.80
6.00
10
10
o
180
Horizontal
(Fe)
0.11
0.5
0.0
0.00
0.00
Intersection - Mulberry&4th
Intersection - Mulberry&4th
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
10
10
o
o
Horizontal
35
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
BWR I Right in the Center
"
Numeric Sununary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Mulberry - 5th&4th
Mulberry - 5th&4th
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
4th - Walnut~ulberry
4th - Walnut&Mulberry
ProJect: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Walnut - 5th&4th
Walnut - 5th&4th
Project: Project 1
3 Pt.. Grid
Cont.
(Fe)
0.12
0.5
0.0
0.00
0.00
10
10
270
o
Horizontal
(Fe)
0.06
0.5
0.0
0.00
0.00
10
10
o
180
Horizontal
(Fe)
0.04
0.5
0.0
0.00
0.00
36
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
~
BWR I Right in the Center
Numeric Summary
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
10
10
270
o
Horizontal
(Fe)
0.12
0.5
0.0
0.00
0.00
Intersection - Walnut&4th
Intersection - Walnut&4th
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Til t ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fe)
0.27
0.6
0.0
0.00
0.00
Intersection - Walnut&5th
Intersection - Walnut&5th
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
10
10
o
o
Horizontal
(Fe)
0.49
0.7
0.2
37
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Numeric Summary
Avg!Min
Max/Min
Walnut - SantaFe&5th
Walnut - SantaFe&5th
Project: Project 1
3 Pt. Grid
Coordinates. in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg!Min
Max/Min
4th - Walnut&Iron
4th - Walnut&Iron
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg!Min
Max/Min
5th - Iron&Walnut
5th - Iron&Walnut
ProJect: ProJect 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Cont.
2.45
3.50
10
10
270
o
Horizontal
(Fe)
0.16
1.5
0.0
0.00
0.00
10
10
o
o
Horizontal
(Fe)
0.10
0.5
0.0
0.00
0.00
10
10
38
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting .A32
2/4/2008
53
BWR I Right in the Center
Numeric Summary
Grid Orient
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
o
180
Horizontal
(Fe)
0.22
1.1
0.0
0.00
0.00
Intersection - Iron&4th
Intersection - Iron&4th
Project: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Iron - Sth&4th
Iron - 5th&4th
Project: Project 1
3 pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
10
10
o
o
Horizontal
(Fe)
0.13
0.5
0.0
0.00
0.00
10
10
270
o
Horizontal
(Fe)
0.22
0.7
0.1
2.20
7.00
39
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Cont.
Numeric Summary
Intersection - Iron&5th
Intersection - Iron&5th
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Iron - SantaFe&5th
Iron - SantaFe&5th
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
5th - Ash&Iron
5th - Ash&Iron
Project: project_l
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
10
10
o
o
Horizontal
(Fe)
1. 82
3.3
0.9
2.02
3.67
10
10
270
o
Horizontal
(Fe)
0.35
1.1
0.1
3.50
11.00
10
10
o
180
Horizontal
40
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/2008
lf3
BWR I Right in the Center
Cont.
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Santa Fe - Ash&Iron
Santa Fe - Ash&Iron
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
(Fe)
0.33
1.2
0.1
3.30
12.00
10
10
o
180
Horizontal
(Fe)
0.79
1.4
0.3
2.63
4.67
Intersection - Ash&SantaFe
Intersection - Ash&SantaFe
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
MaxiMin
Ash - SantaFe&5th
Ash - SantaFe&5th
Project: Project 1
3 Pt. Grid
10
10
o
o
Horizontal
(Fe)
1.14
2.4
0.4
2.85
6.00
41
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008'
@
BWR I Right in the Center
Numeric Summary
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Intersection - Ash&5th
Intersection - Ash&5th
ProJect: ProJect 1
Polygon
Coordinates in F~et
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
5th - Elm&Ash
5th - Elm&Ash
Project: ProJect 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Coot.
10
10
270
o
Horizontal
(Fe)
0.64
2.1
0.3
2.13
7.00
10
10
o
o
Horizontal
(Fe)
0.43
0.9
0.2
2.15
4.50
10
10
o
180
Horizontal
(Fe)
0.04
0.5
0.0
42
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/200e
BWR I Right in the Center
Numeric Summary
Avg/Min
Max/Min
Santa Fe - Elm&Ash
Santa Fe - Elm&Ash
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt.=
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Ash - 7th&SantaFe
Ash - 7th&SantaFe
ProJect: ProJect 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Intersection - Ash&7th
Intersection - Ash&7th
Project: Project 1
Polygon
Coordinates in Feet
Coot.
0.00
0.00
10
10
o
180
Horizontal
(Fc)
0.29
0.7
0.1
2.90
7.00
10
10
270
o
Horizontal
(Fc)
0.45
1.6
0.1
4.50
H.OO
Point Spacing L-R 10
Point Spacing T-B 10
43
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/4/2008
lfJ
BWR I Right in the Center
Numeric Summary
Grid Orient
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Ash - 8th&7th
Ash - 8th&7th
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Intersection - Ash&8th
Intersection - Ash&8th
Project: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L~R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
o
o
Horizontal
(Fe)
0.41
0.7
0.2
2.05
3.50
10
10
270
o
Horizontal
(Fe)
0.32
0.7
0.1
3.20
7.00
10
10
o
o
Horizontal
(Fe)
0.33
0.7
0.1
3.30
7.00
44
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting,A32
2/4/2008
{f3
BWR I Right in the Center
Numeric Summary
8th - Ash&Iron
8th - Ash&Iron
Project: Project 1
3 Pt. Grid -
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
7th - Elm&Ash
7th - Elm&Ash
Project: Project 1
3 Pt. Grid -
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Intersection - Elm&7th
Intersection - Elm&7th
Project: Project 1
Polygon -
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Coot.
10
10
o
180
Horizontal
(Fe)
0.26
0.6
0.1
2.60
6.00
10
10
o
180
Horizontal
(Fe)
0.34
0.7
0.1
3.40
7.00
10
10
o
o
Horizontal
45
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownSt:r:eetLighting .A32
2/4/2008
1i3
BWR I Right in the Center
Cont.
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Elm - 7th&SantaFe
Elm - 7th&SantaFe
ProJect: ProJect 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
(Fe)
0.39
0.7
0.2
1. 95
3.50
10
10
270
o
Horizontal
(Fe)
0.09
0.6
0.0
0.00
0.00
Intersection - Elm&SantaFe
ProJect: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Elm - SantaFe&5th
Elm - SantaFe&5th
Project: ProJect 1
3 Pt. Grid
10
10
o
o
Horizontal
(Fe)
0.25
0.6
0.1
2.50
6.00
46
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreettighting .A32
2/4/2008
f3
BWR I Right in the Center
Numeric Summary
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient ==
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Intersection - Elm&5th
Intersection - Elm&5th
ProJect: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
7th - Ash&Iron
7th - Ash&Iron
ProJect: ProJect 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Cont.
10
10
270
o
Horizontal
(Fe)
0.05
0.3
0.0
0.00
0.00
10
10
o
o
Horizontal
(Fe)
0.15
0.5
0.0
0.00
0.00
10
10
o
180
Horizontal
(Fe)
0.36
1.7
0.1
47
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
{f3
BWR I Right in the Center
Numeric Summary
Avg/Min
Max/Min
Intersection - 8th&Iron
Intersection - 8th&Iron
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Iron - 8th&7th
Iron - 8th&7th
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
3.60
17.00
10
10
.0
o
Horizontal
(Fe)
0.37
0.7
0.1
3.70
7.00
10
10
270
o
Horizontal
(Fe)
0.31
0.7
0.1
3.10
7.00
Intersection - Iron&7th
Intersection - Iron&7th
ProJect: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
10
10
48
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
~
BWR I Right in the Center
Numeric Summary
Grid Orient
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Iron - 7th&SantaFe
Iron - 7th&SantaFe
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
o
o
Horizontal
(Fe)
2.06
3.6
1.0
2.06
3.60
10
10
270
o
Horizontal
(Fe)
0.35
1.0
0.1
3.50
10.00
Intersection - Iron&SantaFe
Intersection - Iron&SantaFe
Project: Project 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fe)
1. 21
2.9
0.2
6.05
14 .50
..
49
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting ,A32
2/4/2008
13
BWR I Right in the Center
Cont.
Numeric Summary
Santa Fe - Iron&Walnutl
Santa Fe - Iron&Walnutl
Project: Project 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt ~
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
7th - Iron&Walnut
7th - Iron&Walnut
ProJect: ProJect 1
3 Pt. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
8th - Iron&Walnut
8th - Iron&Walnut
Project: Project 1
3 PI. Grid
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type ~
10
10
o
180
Horizontal
(Fe)
0.76
1.4
0.2
3.80
7.00
10
10
o
180
Horizontal
(Fe)
0.37
1.7
0.1
3.70
17.00
10
10
o
180
Horizontal
50
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
~
~
BWR I Right in the Center
Cont.
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
(Fe)
0.24
0.6
0.1
2.40
6.00
Intersection - MUlberry&SantaFe
Intersection - Mulberry&SantaFe
ProJect: ProJect 1
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fe)
1. 34
2.7
0.3
4.47
9.00
51
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File; SalinaDowntownStreetLighting.A32
2/412008
~
BWR \ Right in the Center
Object(s)
PARKING 1
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type,: Imported
PARKING 1 - Component: PARKING
PARKING 2
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 2 - Component: PARKING
PARKING 3
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 3 - Component: PARKING
PARKING 4
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 4 - Component: PARKING
PARKING 5
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 5 - Component: PARKING
PARKING 6
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
52
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
214/2008
BWR I Right in the Center
Object(s)
Cont.
PARKING 6 - Component: PARKING
PARKING 7
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 7 - Component: PARKING
PARKING 8
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 8 - Component: PARKING
PARKING 9
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 9 - Component: PARKING
PARKING 10
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 10 - Component: PARKING
PARKING 11
Project: STREETS.dwg
Type: Imported
16 Oct 07 -- 10:10:49
PARKING 11 - Component: PARKING
PARKING 12
53
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
53
BWR I Right in the Center
Object(s) :
Cont.
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 12 - Component: PARKING
PARKING 13
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 13 - Component: PARKING
PARKING 14
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 14 - Component: PARKING
PARKING 15
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 15 - Component: PARKING
PARKING 16
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 16 - Component: PARKING
PARKING 17
Project: STREETS.dwg -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 17 - Component: PARKING
54
AGI32 - Copyriqht 1999~2006 by Liohtinq Analysts, Inc.
Job File: SalinaDowntownStreetLiqhtinq .A32
2/4/2008
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SAUNA LEE DISTIUC:T L/GIfT1NG STUDY
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SAUNA LEE DISTRICT UGHTlNG STUDY
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2335 E.c..wfon;l SlrMtl SalIna,Kansas67401-3713
P7SS-827.3603IF785.827.3029
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SALINA LEE DISTRICT UGH11NG STUDY
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