Development of Lighting Recommendations (2009)
Im--
."
BWR I RighI i;~~ the Centel
Prepared By:
BUCHER, WILLIS & RATLIFF CORPORATION
2335 East Crawford Street I Salina, Kansas 6'7401..3713 I P 785.827.3603 I F 785.827.3029 I www.bwrcorp.com
engineering I planning 1 architecture
;,~r';:cJ;~~I' ~'~'"8i'
I ~
Development of Li
Recommendations
Downtown Salina, Kansas
April 2009
EXECUTIVE SUMMARY
TABLE OF CONTENTS
1
SECTION 1 - INTRODUCTION 3
1 .1 Ba c kg rou nd ............ ..... ................. .............. ................................ ......... ........ ....... ..................;.......... ................. 3
1 .2 Sco pe of Se rv ices ................ ....... .............. ...... ...:... ................... .... ...................... ..... ........................................ 3
1 .3 Study A rea ......... ......................................... ........ .............................. ............... ......................... ......... ............... 4
SECTION 2 - STUDY APPROACH 5
2. 1 ' Da ta (ja the ri n g......................................................... ........................................... ........ .............................:......5
2.2 Illuminating Engineering Society of North America (IESNA) Recommendations...................6
2.3 Roadways ... .............. ................. ............................... ........ ....................... ................ ..... ......:....... ....................... 8
2.4 Par ki n 9 Lo ts ............. ............ ....... ........................... .......... ............................~... ................ ......... ................. ........ 8
2.5 A II eys ...... ............. ...... .............. ....... ......................... ...................... ............... .....:...... ........ .................................. 9
2.6 Plaza s ............... .......... ................................................................................. .... ......... ............................ ............... 9
2.7 Tun ne Is ......... .... ........ ................................................ ...... .......... ...... .................. ............. ....... ....... ................ ...... 9
2.8 C rossw a I ks ........................... .........................,.............................. ...................... ......................... ...................... 9
SECTION 3 - ANALYSIS OF EXISTING LIGHTING SYSTEM 10
3.1 Street Lighting ............................................................................................................................................. 10
3 .2 Par kin 9 Lot s ................ ..................................... .................. ........ ............. ............... .......... .............................. 1 3
3.3 Plazas ...... .......................................... ..................... ............................ ................... .......... ................................. 1 3
3.4 Alleys, ...... ................,..... ........... ............. ............. ........ ............................................... ...... ............ ..................... 14
3.5 Tun ne Is..................................... ................. ....... ........ ...................................................................................... 1 5
3.6 C ros swa I ks ........................................ ....................... .......... .;..................................................... .............. ....... 1 5
3.7 Lig hting Co ntrol Eq u i pment ..............................................,.................................................................... 15
3.8 Conduit and Conductors .......................................................................................................................... '16
, SECTION 4 - SALINA DOWNTOWN, INC. ' 17
4.1 I n put ............................. ........ ....... ............... ................. .......... ................ ...... ............ ..... ..... .............................. 1 7
SECTION 5 - FUTURE LIGHTING OPTIONS 18
5.1 Ge n e ra I..................... ............................................................................................... .................... .................... 1 8
5;2 0 pt ion s ............................................... ............. ................................................... ........ .................................... 1 9
SECTION 6 - RECOMMENDATIONS 28
6. 1 I n trod uct ion ........... ......... ......... ....... ................... ......... ........................... ....................................................... 28
6.2 S t reef Li 9 hti n g.... ............. ......... ..........,..... ......... .......................... ............ ............ ......... .......... ...... ..... ........... 28
6.3 P ed est ria n Lig h ti n 9 ;.............. ....... ........ ................................................. ................. ........ ...... ........,.... ......... 29
6.4 P a rki n 9 Lots ....................... ....... ................. ........................ ................... ......................................... ..... ........... 30
6.5 Pia za s ............................... ................................ ....................................................... ......................................... 31 '
6.6 Alleys ..................... .............;........ ..................................... ...................................... .................................... ...... 31
6.7 Tun ne Is ...;........... .............................. ..................... ...................................:.............................. ............... ........ 32
6.8 C r 0 S sw a I ks .........................;................................ ......................... ....................................... .. ................. ........ 3 2
6.9 Li 9 ht 'Sou rc es ........ ............................................. ........ .............. ...:...... ...................................... ..................... 32
R:\2007-0255\Ol-SA BID lIGHTING\WPC\REPOfmLt~Rpt-FlnaI-fI2.2009-04-23.doc
BWR
Table of Contents
~~,>~~"'; :,>~~~",'o{"';;'%~
-~
Re ort
Recommendations
Downtown Salina, Kansas
April 2009
List of Tables
Table 1: Lighting Inventory ...................................................................................................................................................5
Table 2: Summary of Current Street Lighting Levels ...................................;..........:................................................. 11
Table 3: Breakdown of Options ........................................................................................................................................ 27
List of Appendices
Appendix A: Business Improvement District #1 - Study Area
Appendix B: Legend
AppendixC: 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: Life Cycle Cost Analysis
Appendix J: Point-by-Point Lighting Calculations
R..\2007-025S\Ol-5A BID LIGHTLNG\WPC\REPORI'\UgRecRpt-Flnal-R2-2Q09-04-23.doc
BWR
Table of Contents
R9~;h~-~i
!!!'port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
EXECUTIVE SUMMARY
The Development of Lighting Recommendations Report is the result of a thorough
investigation bf 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.
LED: Light Emitting Diode.
Light Pole: A structural member that supports a lighting fixture.
R:\2007-02S5\01-5A BID UGHTlNG\WPC\REPORT\LtgRecRpt-Finat-RHOO9-04-23.doc
BWR
Page 1
~4~~':'$.tm%~~
Recommendations
Downtown Salina, Kansas
April 2009
Lighting Fixture: An object that contains a light source and the necessary components
that when electrical energy is applied, will produce visible light.
Lumen: 51 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 of the 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.
5/: 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.
R:\2007~55\01-SA BID LIGHTlNG\WPC\REPORT\UgRecRp1-FlnaI-R2-2Q09-04-23.doc
BWR
Page 2
f4:;i'0-::%> fA;-'",,"
!!port
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
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. (SOl), 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.
R:\2007-02S5\01-SA BID LIGHTlN6\WPC\REPORl\LtgAecRpt-Finitl-R2-20l>>-04-23.doc
BWR
Page 3
~<0f"',0.~;i,,*,,,"~
Report
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
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, plazas and
crosswalks.
R:\2007-02SS\Ol-SA BID llGHTlNG\WPC\REPORf\LtgRecRpt-Finat-R2-2009-04-23.doc
BWR
Page 4
Qi..>i.t"';{S')!;;:;1-
ort
Recommendations
Downtown Salina, Kansas
April 2009
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 Type Pole Type Ownership Quantity
A Octagon 1 Metal Halide Sq. Steel City 346
B Shoe Box 1 Mercury Vapor Octagon Steel Westar 47
C Flood Light 1 Mercury Vapor Wooden Pole Westar 1
D Lantern .2 High 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 Sq. Steel City 15
H Capped Acorn 1 High Pressure Sodium Cast Metal Private 14
I Shoe Box 4 Metal Halide Sq. Steel City 10
K Cobra Head 2 Mercury Vapor 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 :t7% was utilized for the data gathering.
R:\2007-Q2SS\Ol-$A BID LIGHTlNG\WPC\REPORT\ltgR<<Rpl-Flnal-R2-2009-04-2l.doc
BWR
u:t>tt>8'itVillti
Page 5
Re ort
Recommendations
Downtown Salina, Kansas
April 2009
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
. Plazas
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 5th 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 not 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. The AGI32 lighting program, version V2dotO
2.03 was utilized to model the downtown street lighting.
2.2 Illuminating Engineering Society of North America (lESNA) 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.
R:\2007~SS\01-SA BID lIGHTlNG\WPC\REPORT'UgRecRpI-FInaI-fU.~23.doc
BWR
~!f.:L~'>$tw*'
Page 6
Report
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
The first step in qetermining the recommended lighting level fora 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." ,
There are, however, loca,tions 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' 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.
R:\2007-Q2SS\Ol-$A BID lIGHTlNG\WPC\REPORT\LtgRecRpt-Final-R2-2009-04-23.doc
BWR
8piM*,*0Wf%.
Page 7
Recommendations
Downtown Salina, Kansas
April 2009
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 definitions1 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 15 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, Average 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 of4:1
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
R:\2Q07-o2SS\Ol-SA BID lIGHTJNG\WPC\REPORN.tgRecRpt.final-RHOO9-04-23.c1oc
BWR
Page 8
%N>&W{,,"""X%'
1'-
!!port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
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 IESNA
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.
R:\2007.()2S5\01.SA BID lIGHTlNG\WPC\REPORT\ltgRecRpl-Flnal-lU-2009-04-23.doc
BWR
Page 9
~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
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 was noted as 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 of the 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. The City personnel have also reported
problems with the receptacles needing replacement along with the lamps and
ballasts. A major concern reported are. the bases of the poles rusting out and the
anchor bolts rusting off. Additionally, the City personnel report that 1 % of the
pedestrian lighting is in poor condition, 94% in fair, and 5% good. The majority of the
poles and lighting fixtures are in fair condition due to the need for refurbishment.
The street lighting is owned and maintained by Westar Energy. The City leases this
lighting system by paying a monthly charge per light fixture. 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 20,000 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 lamp that lasts
substantially more than 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
R:\2007~5S\Ol.SA BID L1GHTING\WPC\REPORT\LlgRecRpt-Flnal-R2-2f.109.O+23.doc
BWR
l<ip1:h :j$~~~
Page 10
!!port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
than adjacent and visibly newer lamps. A modern replacement for such lamps is 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 with the mercury
lamps in the roadway lighting fixtures. These high pressure sodium lamps provide a
higher level of light output for the energy consumed, as compared to mercury vapor
or metal halide lamps, 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 (Calculations based upon computer
program modeling offield gathered data.)
Roadwav Designation
Walnut between 7th & 8th
Walnut between rh & Santa Fe
Intersection Walnut & Santa Fe
Intersection Walnut & 7th
Intersection Walnut & 8th
Mulberry between 8th & rh
Intersection Mulberry & 8th
8th between Walnut & Mulberry
Intersection Mulberry & 7th
rh between Walnut & Mulberry
Mulberry between 7th & Santa Fe
Santa Fe between Walnut & Mulberry
Mulberry between Santa Fe & 5th.
Intersection Mulberry & 5th
5th between Walnut & Mulberry
Intersection Mulberry & 4th
Mulberry between 5th & 4th
4th between Walnut & Mulberry
Walnut between 5th & 4th
R;\2007-02S5\Ol-SA BID L1GHTlNG\WPC\REPORT\ltgRecRpt-Final-R2.2009-04-21.doc
Avg. Fe
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
Min. Fe
0.0
0.0
0.2
0.1
0.0
0.1
0.00
0.0
001
0.0
0.5
0.1
0.2
0.1
0.0
0.0
0.0
0.0
0.0
BWR
h#~,b{mk~
Avg/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
Recommend Avg.
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
Page 11
ort Recommendations
Downtown Salina, Kansas .
April 2009
Intersection Walnut & 4th 0.27 0.0 0.00 1.8
Roadwav Designation Avg. Fc Min. Fe Avg/Min' Recommend Avg. cont.
Intersection Walnut & 5th 0.49 0.2 2.45 2.1
Walnut between Santa Fe & 5th 0.16 0.0 0.00 1.2
4th between Walnut & Iron 0.10 0.0 0.00 0.9
5th between Iron & Walnut 0.22 0.0 0.00 1.0
Intersection Iron & 4th 0.13 0.0 0.00 1.8
Iron between 5th & 4th 0.22 0.1 2.20 0.9
Intersection Iron & 5th 1.82 0.9 2.02 2.1
Iron between Santa Fe & 5th 0.35 0.1 3.50 1.0
5th between Ash & Iron 0.33 0.1 3.30 0.9
Santa Fe between Ash & Iron -0.79 0.3 2.63 0.9
Intersection Ash & Santa Fe 1.14 0.4 2.85 1.8
Ash between Santa Fe & 5th 0.64 0.3 2.13 0.9
Intersection Ash & 5th 0.43 0.2 2.15 1.8
5th between Elm & Ash 0.04 0.0 0.00 0.9
Santa Fe between Elm & Ash 0.29 0.1 2.90 0.9
Ash between 7th & Santa Fe 0.45 0.1 4.50 0.9
Intersection Ash & 7th 0.41 0.2 2.05 1.8
Ash between 8th & 7th 0.32 0.1 3.20 0.9
Intersection Ash & 8th 0.33 0.1 3.30 1.8
8th between Ash & Iron 0.26 0.1 2.60 0.9
7th between Elm & Ash 0.34 0.1 3.40 0.9
Intersection Elm & 7th 0.39 0.2 1.95 1.8
Elm between 7th & Santa Fe 0.09 0.0 0.00 0.9
Intersection Elm & Santa Fe 0.25 0.1 2.50 1.8"
Elm between Santa Fe & 5th 0.05 0.0 0.00 0.9
Intersection Elm & 5th 0.15 0.0 0.00 1.8
7th between Ash & Iron 0.36 0.1 3.60 0.9
Intersection 8th & Iron 0.37 0.1 3.70 1.8
Iron between 8th & 7th 0.31 0.1 3.10 0.9
Intersection Iron & 7th 2.06* 1.0 2.06 2.1
Iron between 7th & Santa Fe 0.35 0.1 3.50 1.2
Intersection Iron & Santa Fe 1.21 0.2 6.05 2.1
Santa Fe between Iron & Walnut 0.76 0.2 3.80 1.2
7th between Iron & Walnut 0.37 0.1 3.70 1.0
8th between Iron & Walnut 0.24 0.1 2.40 0.9
Intersection Mulberry & Santa Fe 1.34 0.3 4.47 2.1
Notes: 1. The Avg/Min ratio for all calculation areas is to be no greater than 4:1
2. Calculation areas marked with "*,, met recommended light level.
3. Calculated lighting levels based upon a sampling of representative areas and then
generating a computer model of the lighting system.
R."\2007-o25S\Ol-$A BID lIGHT1NG\WPC\REPORT\l.tgRec:Rpt-Fi~R2-2009-04-21doc
BWR
Page 12
<t~J~)) ~w' r~~~,;
!!port
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
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 adjacent to the parking lot would help to supplement these levels. In the core
downtown area from 7th to Ash to 5th to Mulberry, 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 the pedestrian lighting on
the streets. This is important as many of the downtown businesses have customer
entrances on both the street and alley 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:
Campbell .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 average minimum 0.5 footcandles
recommended by IESNA, for enhanced security. 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.
Phillips Pla,za: The lighting was well below the recommended average minimum level
of 0.5 footcandles for enhanced security, with a measured minimum value of 0.14
footcandles. Of the five pedestrian lighting fixtures in the plaza, one light was not
. .
operating~nd another was not operating properly. Maintenance of these pedestrian
lighting fixtures will increase the light levels closer to the recommended levels.
Strand Pla~a: The lighting in this plaza was below the recommended average lighting
level with a measured minimum recorded light level of 0.09 footcandles, which is less
than the IESNA recommended level of 0.5 footcandles average minimum for enhanced
R:\2001-02SS\Ol-SA 8/0 LIGHTING\WPC\REPORT\LtgRecRpt-FlnaI.RHOO9.04-23.doc
BWR
Page 13
~41k;h,twn-
Report
Develop~ent of lighting Recommendations
Downtown Salina, Kansas
April 2009
security lighting. 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.
Spillman 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 direct the mural
lights into the plaza rather than onto the north wall and this provides a very safe
feeling with the resulting light level. However, this level is still below the IESNA
recommended average minimum level of 0.5 footcandles for enhanced security.
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
an 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 business ''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
lighting fixtures. Both the north and south sides of the alley are private buildings built
('
R:\2007.o25S\Ol-SA BID LIGHTING\WPC\REPORT\UgRecRpt-FInat-R2-2OCl9-Ot-23.doc
BWR
Page 14
_l4qft_0<ho.n"";'G
I
Develo ment of Li
Recommendations
Downtown Salina, Kansas
April 2009
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 is 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
and the former Brown Mackie College). In the tunnels where the lighting fixtures were
functioning properly, the average light level was in the range of 15 to 20 footcandles
which is above the IESNA recommended minimum level of 5 footcandles.
3.6 Crossvvalks
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 and adequately lighting pedestrians and objects in the crosswalk.
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 contactor 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. The control equipment is all enclosed in individual weatherproof enclosures.
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
northwesttorner of Santa Fe and Ash, the controller and photoelectric cell are located
on the center pole.
R-\2007-025S\Ol-SA BID lIGHTJNG\WPC\REPOfmLlgRecRpr-flnal-R2-2009-04-23.doc
BWR
"4,,,,.d..z..
Page 15
Report
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
City personnel have reported continual problems with the circuit breakers supplying
the lighting system, requiring replacement. In addition, problems have been reported
with the need to replace the photoelectric cells. The photoelectric cell replacement is
a typical maintenance issue; however, the need to replace circuit breakers is not
typical and is an indication of the age of the equipment. Of the 37 electrical boxes
utilized in the powering of the street lighting or street lighting pole mounted electrical
receptacles, 13 are reported by City staff needing to be replaced due to repair needs.
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 (EMn. 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 of the sidewalk. This makes the burial depth at approximately 4-inches. In the
2008 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 (2008 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 which necessitate the replacement of
wiring/raceway that is part of the lighting system. Differential settlement of the
sidewalk, removal of a tree, or other utility excavation in the area of the street lighting
circuit, have allied to interruption of the lighting circuit.
R:\2007..Q25S\Ol-SA 61D UGHTlNG\WPC\REPORnugRKftpt-Flnal-Rl-2009-04-23.doc
BWR
Page 16
U.j0: ~l~,r"~~~,,,;
ort
Recommendations
Downtown Salina, Kansas
April 2009
SECTION 4 - SALINA DOWNTOWN, INC.
4.1 Input
As part of the downtown lighting study, BWR was directed to meet with Salina
Downtown, Inc. (SDI) to narrow down lighting fixture styles for evaluation. BWR
attended a, board meeting of the SDI and recorded 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 $150 for
two poles.
. Retain the existing pedestrian lights.
o 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.
o A survey conducted by the SDI 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.
o The current lanterns are dingy and need cleaning.
. Paii1t the existing poles to match the new traffic signal poles, benches and
trash can containers.
This information will be considered in the recommendations portion of the report.
R.-\2007-o255\01-SA BID llGHT!NG\WPC\/tfPORT\ltgRecRpt-flnat-RHOO9.04-23.doc
BWR
Page 17
~;h~"'8hh>{,.;;<;~<
!!!port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
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 resource to consult to determine recommended
levels. But lighting is also a very much a community decision. Preparing lighting
standards such as 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? Are a fewof the questions that need to be
asked.
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" (avoid spilling lighting into the night sky)?
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 street 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.
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
R:\2007.Q25S\01-SA BID .lfGH1JNG\WPC\RePORT\LtgRecRpl-Final-R2-2009-04-23.doc
BWR
Page 18
'-'\#.'i>-,<h:<:i';c;:',,,
1--
Report
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
lighting die roadway. This level of lighting is evident along south Eighth, south
Fourth, and north Seventh.
5.2 Options
5.2.1 Do nothing. 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 ~Iectrical 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. The City staff reported spending over
$16,000 in,: 2007 for maintenance on the downtown street lighting. The amended
budget amount for 2008 is $10,000 which is felt by City staff to be adequate for repair
and maint~nance ofthe existing lighting system.
5.2.2, Repaint existing pedestrian light poles. Two of the existing pedestrian light poles have
been repainted within the last four (4) 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 arid 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 th~ 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 pairtt is better at maintaining the color 'but will only last 5 to 10 years. The two
poles thatwere 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 fi'1ish. 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
base. Removing the pole, painting, and reinstalling would add an additional $200 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~he pole being painted. Painting the existing poles in place, at $150 per
R:\2007-Q2S5\Ol.SA BID LIGHTlNG\WPC\REPORT\LtgRecRpt-Final-R2-2009-04-23.doc
BWR
Page 19
%t~-~i04$,t0l-",ij
!!port
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
pole, for 346 poles, amounts to $51,900. Removing, painting and replacing the poles,
for 346 poles in the downtown area, amounts to $121,100.
5.2.3 Repaint existing pedestrian light 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 Powder coat existing poles. To refinish the existing poles with a powder coat finish
would require the removal of the lanterns, from the poles, and the removal of the pole
and base cover from the pole foundation. The poles and covers would need to be
sand or shot blasted to remove the existing painted finish as a clean, bare steel surface
is required for the powder coat process. Sand blasting utilizes sand to erode away the
paint and rust. The shot blast method utilizes steel shot to remove the paint and rust.
The poles and bases could be shot blasted at a local facility that performs this task, for
approximately $40 per pair (pole and base). Then, once the poles are clean, they
would need to be transported to a powder coat facility. The powder coat process
involves the application of paint to an electrically charged clean piece of metal. The
charge attracts the paint to allow for a uniform adhesion to the metal. The painted
metal is then placed in, or passed through, an oven which bakes and cures the paint.
The poles and bases could be powder coated, if run through the process in lots of 150
at a time, for approximately $30 per pair (pole and base). With the additional costs for
the removal of the poles, transportation to be shot blasted, transportation to be
powder coated, and reinstallation, at an estimated cost of $250 per pole, the total, per
pole cost for powder coating, is approximately $320. Powder coating 346 poles in the
downtown area amounts to $110,720.
5.2.5 Refurbish existing lanterns. The existing lanterns consist of a brass frame, along with
top and bottom plates. The eight sided lanterns have a total of 24 acrylic panels that
are held in the brass frame with silicone and screws (four for each top and bottom
panel and six for the side panels). The brass frame and plates are covered with a
lacquer coating to prevent the brass from tarnishing. However, all of the lanterns have
varying amounts of tarnishing with some that appear almost all tarnished to a few that
have very limited. tarnishing. The tarnishing does not damage the integrity of the
lantern and can be left to add to the "charm" of the lantern. Inside the lantern is a 175
R:\2007-02SS\Ol-$A BID lIGHTING\WP(\REPORT\LtgRecRpl:-Flnal-R2-2I)()9-04.23.doc
BWR
Page 20
0#>$0 :;>~%:;
In
~ort
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
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 has 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). This is in addition to the original "golden" color of the acrylic panels.
To refurbish the lanterns would require the removal of the lantern and the use of a
lacquer thinnet 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 discolo.ring 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 .Iacquered 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
lanterns will cost approximately $400 per lantern. With 346 pedestrian light poles, this
amounts to $138,400.
5.2.6 Replace existing lanterns with new. New lanterns. with metal halide lamps, equal to
the existing 175 watt lamps, could be placed upon the existing square poles. The
lanterns ~ould not be identical to the existing and could actually be significantly
different. A mounting adapter to connect to the square shaft would be required for
mounting ofthe new lantern. Within the lantern could be mounted the ballast, rather
than locating it in the base of the pole. Removing the existing lanterns and installing
new lanterns will cost approximately $970 per lantern. With 346 pedestrian lanterns,
this amounts to $335,620.
5.2.7 Replace existin9 lanterns with new LED 1i9ht source. New lanterns with an LED light
source with output equal to a 100 watt metal halide lamp (75 watts less than current
lantern lamp wattage) could be placed upon the existing square poles. The lanterns
would not be identical to the existing fixtures and the light contribution to the
roadway ar;td sidewalk light levels would be reduced due to the lower lumen output
from the LED light source. A mounting adapter to connect to the existing square pole
would be required for the mounting of the LED lantern. The electronic for the LEDs
R;\2007-02SS\Ol-SA BID UGHTlNG\WPC\REPORN.tgRe<:Rpt-FInaI.R2-2009-04-23.doc
BWR
Page 21
~\~h,S';"li'W~
Recommendations
Downtown Salina, Kansas
April 2009
would be mounted in the top of the fixture. Removing the existing lanterns and
installing new LED light source lanterns will cost approximately $2,110 per lantern.
With 346 pedestrian lanterns, this amounts to $730,060.
5.2.8 Replace all of the existing pedestrian lighting 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 lamp 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 includes approximately $1,850 for a lighting
fixture, pole, receptacle and lamp and $650 for labor to remove the existing light
fixture and pole and disconnect and reconnect the electrical wiring: 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.
5.2.9 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.
. Install a bollard. Option 1 = lighted or Option 2 = unlighted. 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 of the existing pedestrian light poles and replacing them
with new bollards is estimated to cost $62,400 (156 pedestrian lights at $400
each). An unlighted bollard is estimated to cost $360, with a resulting cost of
, .
$56,160 for 45 percent replacement of existing pedestrian light poles (156
pedestrian lights at $360 each).
R:\2OONJ2SS\Ol-SA BID LIGHTlNG\WPC\REPORT\LtgRecRpI-Anal-R2-2ClI:>>-04-2).doc
BWR
r%#hjwtYr>L7
Page 22
Recommendations
Downtown Salina, Kansas
April 2009
. 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
the box would require removal of some sidewalk 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 (156 pedestrian lights at $650 each). The
high cost for this option is the need to remove -the existing pole foundation
and a portion of the existing sidewalk to allow for the installation of the
junction box, flush in the sidewalk.
5.2.10 Replace the existing Westar Energy street lighting poles and fixtures with City owned
poles and fixtures to light the street and sidewalk (pedestrian lighting poles>. 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. A preliminary analysis indicates that a 12 foot mounting
height, 250 watt metal halide pole, place at a 55 foot center spacing will provide an
average of 1.3 footcandles of light on the roadway. This is approximately 10 feet
closer tog~ther than is currently installed along Santa Fe. Along Santa Fe Avenue, Fifth
Street and.5eventh Street there is currently approximately 160 pedestrian light poles.
With the shorter spacing between poles, that number of lighting fixtures and poles is
estimated at approximately 190. At an estimated cost of $6,500 per pole to include
new foundations, raceway, conductors, and concrete removal and replacement, this is
$1,235,000. This system would be owned and maintained by the City with an
expected L1seful service life of 20 years.
5.2.11 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 metal halide lamp provides a "whiter" light and better color
rendering than the high pressure sodium lamp which provides a yellow light. Even
though the high pressure sodium is a more efficient lamp, the lighting in a downtown
retail area is most commonly a whiter light to provide a more inviting environment.
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
R:\2007-Q25S\Ol-SA BID llGHTlNG\WP(\REPOftT\LtgRecRpt-fin>>-R2-20(9.()4.21.doc
BWR
Page 23
k~-h",~;;', .,,,~,~.:(;<:,;,:,t....,-
Recommendations
Downtown Salina, Kansas
April 2009
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. 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. Present cost is $0.00.
5.2.12 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 (Le. 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
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
in new 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. There are a
total of 231 roadway lighting poles and light fixtures in the downtown area owned by
Westar Energy. At $300 per pole, the City's cost is approximately $69,300. .
5.2.13 City paint existing Westar Energy street lighting poles. arm and shoebox fixtures black.
Westar Energy is agreeable to allowing the city of Salina to paint the existing street
lighting poles. The conditions for the painting the poles black are as follows:
A. The poles will be required to remain in place.
B. Coordination with Westar, for power disconnection, is required.
C. Westar. does not recommend painting the poles black and will not be
responsible for future painting maintenance on the poles.
R:\2007-o2SS\OI.SA 810 lIGHTING\WPC\REPORl\LfgRKRpt-Final-R2-2Q09-04-23.doc
BWR
Page 24
Recommendations
Downtown Salina, Kansas
April 2009
The 30 foots poles will need to be power washed to c1eanthe poles, a Scotchbrite pad
will need to be used on the poles to rough up the existing paint to provide a surface
for the new paint to attach to, and then the poles will need to be painted with an
acrylic DTM (Direct To Metal) paint which is available in either gloss or semi-gloss. We
estimate the cost to paint each of the existing poles, on Santa Fe Ave with shoebox
fixtures, at $500 per pole which includes cleaning, preparing, and painting the poles,
arms and shoebox lighting fixtures. With 47 shoebox lighting fixtures and poles, in the
downtowrl area, this equates to approximately $23,500.
5.2.14 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 s~rvice 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.
5.2.15 Take overthe downtown street lighting system from Westar. The existing Westar
Energy owned downtown street lighting system,. including poles, foundations,
lighting fixtures, raceway and wiring is available for the city of Salina to take over.
There would be no payment to Westar to take over the system. However, Westar
would require the City to install metering points to allow for the metering of the
energy used. There are approximately twelve connection points for the downtown,
Westar owned and operated, roadway lighting system. At an estimated cost of $2,000
per metering location, this would amount to approximately $24,000. At the time of
the transfer of the system, the city of Salina would be responsible for all energy usage
and maint~nance on the existing system. However, the City would be allowed to paint
the poles or install new poles on the existing foundations. Also, the lighting fixtures.
could be changed to meet the lighting needs. One word of caution is that the existing
system has been in-place for over 20 years and is nearing the end of its useful life
which would require the replacement or removal of the lighting system.
R:\2007.{!.25S\Ol.SA 810 UGHTlNG\WPC\REPORT\UgRKRpt-Flnal-R2-2009--04-23.doc
BWR
Page 25
i>4~:n;&:e:i::..::~:\=t
Report
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
5.2.16 Install City owned downtown street lighting system. As an option to taking over the
Westar Energy owned downtown street lighting system, the City may install a
completely new street lighting system with new foundations, poles, mast arms, and
lighting fixtures. With this approach, the pedestrian lighting system would be
eliminated. The basic layout would closely duplicate the existing pole locations and
quantities. Within the core downtown area, bordered with 7th Street on the west, Ash
on the north, 5th on the east, and Mulberry on the south, there are approximately 131
street lighting poles. The cost for removing the existing foundations, installing new
foundations, poles, mast arms, lighting fixtures and metering locations is estimated to
cost a total of $590,000.
5.2.17 Most efficient roadway lighting system. There are many varying roadway lighting
. systems available. Each specific project's criteria determines the design approach and
the viable options available. The location of the lighting fixtures with respect to the
roadway, the amount of light "spill" allowed, the desired end results, etc. all affect the
lighting system selection that will meet those needs. The lowest cost roadway lighting
system, with the exception of the high mast lighting system that is utilized at
interchanges of roadways, but this option is not feasible for typical linear roadway
lighting systems, is a system that utilizes non-cutoff lighting fixtures, with 40 foot tall
poles, and a 250 or 400 watt high pressure sodium light source. This system will
provide the maximum light coverage for the least cost. However, this best approach
roadway lighting system is not feasible with respect to the controlling of light
trespassing and may not work with available maintenance equipment. Each individual
lighting project must first determine the desired end result and then the various
approaches that can achieve this result must be investigated, researched and
designed.
The above options are recapped on the following page.
A Life Cycle Cost Analysis is provided in the Appendices for each of the options.
R:\2001-02SS\Ol-~ BID llGKT1NG\WPC\REPORT\LtgRecRpt-finaJ-A2-200!HM-23.doc
BWR
%#-}l'lM0~~,~w
Page 26
~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
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 lighting $10,000
system. $0 per vr. maint.
5.2.2 Repaint pole in place Sand, prime, clean and painting existing pole in place.
This includes masking off the lantern, sidewalk and
," utilizina a oortable Daint booth. $150 $51,900
5.2.2a Repaint pole by removing Disconnecting electrical service, removing pole, preparing
and replacing. and painting off-site, and re-installing on existing
foundation. $350 $121,000
5.2.3 Paint poles black. Same process as Items 5.2.2 and 5.2.2a with the same
," costs Der aooroach.
5.2.4 Powder coat paint poles. Remove poles and bases, shot blast, powder coat, and
reinstall. $320 $110,720
5.2.5 Refurbish lanterns. Remove lantern and clean and seal brass frame with
lacquer, replace 24 lens, refractor, lamp socket and
reinstall on existina oole. $400 $138,400
5.2.6 Replace existing lanterns Furnish and install new lanterns on existing poles.
with new. $970 $335,620
5.2.7 Replace existing lantems Furnish and install new LED lanterns on existing poles.
With new LED liQht source. $2,100 $730,060
5.2.8 Replace existing pedestrian Remove existing pedestrian lighting fixtures and replace in
lighting with new. the same location with a new cast metal pole,
convenience receotacle, and metal halide lumina ire. $2,500 $865,000
5.2.9a Install lighted bollard. Install a lighted bollard at the location of any removed
pedestrian Iiahtina fixtures. $400 $62,400
5.2.9b Install un-lighted bollard. Install an un-lighted bollard at the location of any removed
oedestrian Iiahtina fixtures. $360 $56,160
5.2.9c Install junction box. Install an at-grade junction box at the location of any
removed pedestrian liahtina fixtures. $650 $1,235,000
5.2.1(} New poles and lighting Eliminate Westar Energy Streetlighting and the Pedestrian
fixtures for roadway lighting. LiglJting fixtures and replace with a new streeUsidewalk $1,040,OOC
Iiahtina svstem on 30 foot poles. $6,500
5.2.11 Contract with Westar Energy Westar to remove existing cobra head or shoe box type
to install newlstreet lighting lighting fixtures with mercury vapor lamps and replace with
fixtures. new cobra head lighting fixtures. Monthly charge per
Westar Energy rate schedule for selected wattage and
lamp tVDe. $0 $0
5.2.12 Contract with Westar Energy New roadway lighting system consisting of new steel
to install new,steel poles and poles, overhead conductors, and new lighting fixtures
light 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 $69,300
5.2.12a Contract withWestar Energy New roadway lighting system consisting of new wooden
to install new:"wooden poles poles, overhead conductors, and new lighting fixtures
and light fixtures. installed in the current pole locations. City to remove
existina foundations. $150 $34,650
5.2.13 Repaint street lighting poles, City to paint Westar Energy street lighting poles black
black. includina arm and shoebox Iiaht fixture. $500 $23,500
5.2.14 Replace existing pedestrian Remove existing sidewalks and replace, excavate, install
lighting circuit with new. raceway and conductors at 24-inches below the top of
sidewalk for an estimated 18,000 lineal feet of circuit.
, $65 $1,170,000
5.2.15 Takeover downtown roadway Install metering points to supply power to existing Westar
lighting. owned downtown streetlights. 12 Meters Required.
$2,000 $24,000
5.2.16 Install City owned street Remove existing Westar Energy street lighting and
liQhtinQ system. replace with City owned street lightina system. $4,505 $590,000
R:\2007-02SS\01-SA BID UGHTlNG\WPC\REPORT\ltgRec:Rpt-Flnal-R2-2009-04-23.doc
BWR
Page2?
!!'port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
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 Business 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
recommend changing the spacing of the 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
commercial 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 stre~ts 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,
the lighting between one-half block east of Santa Fe and 7th Street is substandard and
R:\2007~2S5\Ol-SA BIO llGHT1NG\WPC\REPORT\LtgRecRpt-Flnat-R2-2009-04-23.doc
BWR
ffi0:,ht8'::{X':i?M
Page 28
~ort
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
should be improved. Limited roadway lighting is provided in this area and should be
increased to provide 1.2 footcandles average on the roadway. To achieve this level of
lighting would require the addition of six (6) streetlights. Pedestrian lighting is not
currently provided in this area.
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. Roadway lighting in this area should be an
average of 1.2 footcandles. To achieve this level would require the installation of
nineteen (19) roadway lighting fixtures. Existing pedestrian lighting is already
installed in the blocks each side of Santa Fe.
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. To achieve the 1.2 footcandles average light level would
require the installation of three (3) roadway lighting fixtures. Pedestrian lighting is
already installed in this area.
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 mainfunction is to provide an identity and pedestrian comfort. Suggestions to
. remove some of these pedestrian light poles will have a minor impact on the overall
lighting system performance. The existing pedestrian lighting fixtures are spaced
generally 50 to 65 feet apart.
Most of the communities that BWR has worked with have very similar pedestrian light
pole spacing. Salina's downtown is somewhat different in that the roadway lighting
R:\200H12SS\Olo$A BIO lIGHTlNG\WPC\REPORT\LtgRec:Rpt-Final-R2-2009-04-23.doc
BWR.
Page 29
~t{'-:i::h;,,,*OWf.i
!!!port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
fixtures actually light the roadway while the pedestrian lights 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. . .
BWR does not have a recommendation on reducing or leaving the number of
pedestrian light poles. As previously stated, with respect to the roadway and parking
lot lighting, the lighting levels would be relatively unchanged with the removal of the
pedestrian lights. In all areas that currently have pedestrian lights, only the plazas rely
upon the pedestrian lights to adequately illuminate the area.
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 help identify the
downtown area.
Repainting the existing fixtures is detailed in paragraphs 5.2.2, 5.2.3, and 5.2.4and the
refurbishing of the lanterns in 5.2.5, and is recommended if the existing lighting
fixtures and poles are to remain either in total or in part. New poles and lanterns are
detailed in paragraphs 5.2.6, 5.2.7 and 5.2.8 and deleting pedestrian lights and
replacing with either bollards or junction boxes is detailed in 5.2.9.
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 (away
from Santa Fe Avenue). 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 two 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 solution is 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
R:\2007-Q2S5\Ol.5A BID LIGHTING\WPC\REPORT\LtgRe'CRpt.FinII-R2.2009-04-23.doc
BWR
~~Afu,&;-~~~
Page 30
Re ort
Recommendations
Downtown Salina, Kansas
April 2009
connecting the lighting fixtures to power is estimated to cost $12,000 per pole. Only
one additional pole with floodlights is recommended per parking lot.
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 installing two additional light poles to help supplement the
parking lot lighting floodlights at an estimated cost of $4,000 per pole. 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 $1,000 per wall mounted fixture. Adding a light
pole and connecting it into the existing parking lot lighting system is estimated to cost
$4,000 perpole.
6.S 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 inadequate. 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. A 20 foot steel pole and
two (2) f1qodlights is estimated to cost $3,000 per pole. Alternatively, additional
lighting fixtures mounted on walls of buildings, either side of the plaza areas, could be
utilized if acceptable to building owners.
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
R;\200Hl2S5\Ol-SA BID llGHTlNG\WPC\REPORT\ltgRecRpt-Flnal-R2.2009.0H3.doc
BWR
Page 31
,;;:-/~~_ 'hh,;,;~",,,,':,,,
I---~~~
!!port
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
contiguous with the parking lots and have adequate lighting from the parking lot
lighting fixtures and the perimeter pedestrian lighting 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 create an egg crate pattern on the bottom of the lighting fixture
and provide protection for the lamps, are rusting and have been bent. The
environment in the tunnel is harsh both physically and climatically. The ability to
place a lighting fixture in an area that is not under constant 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 and debris.
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
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.
R:\2007.()2SS\Ol-SA BID lIGHTlNG\WPC\REPORT\LtgRecRpt-Flnal-R2-2OlJ9.04..2S.doc
BWR
~;"#(,~~~;:,~&-<<i"
Page 32
He ort
Recommendations
Downtown Salina, Kansas
April 2009
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 (6500 K) and simulate daylight in both
color and Vl,{avelength.
Advancements in technology are 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 of time 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 $1,000 each.
BWR recommends that roadway and pedestrian lighting, in the BID, utilize metal
halide lamps to provide a brighter, whiter and more color corrected light.
~
1 Ninth Edition of the IESNA lighting Handbook, Reference and Application
R:\2007-02S5\Ol.SA BID UGHTlNG\Wf'C\RePORT\lt9RKRpt-FInaI-R2-2009-04-23.doc
BWR
Page 33
~Ki,,",:;-" '++,:)':""Y<
Recommendations
Downtown Salina, Kansas
April 2009
Appendix A: Business Improvement District #1 - Study Area
R:\2007'()255\Ol-SA BID UGHTlNG\WPC\REPORN.tgRecRpt..fInal-R2-2009-04-23.doc
BWR
t;*d;W+~~
Appendices
Report
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
R:\2007-o2S5\01-$A BID UGHTlNG\WPC\REPORT\I.tgfleCRpt-FInal-R2-2009-o.4-23.doc
Appendix B: Legend
BWR
Appendices
~K~W:0&" >:",*,i;~":
~ort
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
Appendix C: Plan Sheets (1 - 4)
R:\2007-0255\Ol-SA BID UGHTlNG\WPC\REPORT\UgFIKRpt-AU-R2-2009-04-23.doc
BWR
Appendices
%)iB~~<0,{jmf-it '
r _m__~
!!port
. Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
Appendix D: Existing Downtown Light Fixtures
R:\2007-o255'.Ol-SA BIO UGHTlNG\WPC\REPORT\LtgRecRpt-fi,w.R2-2009-04-23.doc
Types A - D
Types E- H
Types I, K, ST & WD
BWR
Appendices
<-JiG/Mi~::r(:~d~
Recommendations
Downtown Salina, Kansas
April 2009
Appendix E: Business Improvement District #1 - Area Classifications
R:\2007.()2S5\Ol.SABIDlIGHTING\~REPORl\Lt~-Flnal-R2-2009-04-23.doc
(Business, Intermediate & Residential)
BWR
P'#p~"~b{wJi
Appendices
1-:-
Re ort
R:\2007-02S5\Ol-SA 810 L1GHTlNG\WPC\REPORJ\LrgRecRpt.Flnal-R2.20C)9.(l4..23.doc
Recommendations
Downtown Salina, Kansas
April 2009
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
5th Street between Iron & Walnut
BWR
Kfih~40$'
Appendices
Report
Development of lighting Recommendations
Downtown Salina, Kansas
April 2009
Appendix G: Parking Lot Data Sheets
Parking Lot South of United Building
Parking Lot between 5th & Iron North of Walnut
Parking Lot between Iron & Walnut (Between 4th & 5th Streets)
Parking Lot between Iron & Walnut (Between 7th & 8th Streets)
R:\2007~55\01-SA BIO L1GHTlNG\WPC\REPORJ\LtgRKRpt-Anal-R2-2009-04-23.doc
BWR
%ji0'~wK<;_
Appendices
R:\2007-o2SS\OT-$A BID lIGHTlNG\WPC\REPOR1\LtgRecRpt-FinaJ..R2-2009-04-23.doc
Recommendations
Downtown Salina, Kansas
April 2009
Appendix H: Westar Energy Information
Letter with Lighting Option Rates
Foundation Details
BWR
~~0\-,\~~",;:j\i!l:x
Appendices
Report
Development of Lighting Recommendations
Downtown Salina, Kansas
April 2009
Appendix I: Life Cycle Cost Analysis
R:\2007-025S\Ol-5A BID L1GHT1NG\WPC\REPORJ\LlgftKRpt-FI~.2009-04-23.c1oc
BWR
Appendices
Recommendations
Downtown Salina, Kansas
April 2009
Appendix J: 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:\2007-o2SS\Ol-$A BID lIGHTlNG\WPC\REPORT\l.tgRecRpHlnaJ.R2-2Q09..04.23.doc .
BWR
l'i.~Ji'~,>.;i& frMm
Appendices
~~n_
n,.
'1~
~...
f""'~'
'~1ii
&. un-l
l~~'
t.~:;~',
!"W
I'!.,..;,~
J~..
}".
~
t:-;':~,;~
~
~:~_:,~~
:.C'.
~
~~L''i,
t::
I;r \1
fJ:'::.b
i
t
~
i~-JJ
~~:j
Dev~!!t~ment of L!9~g Recommendation~
Downtown Salina, Kansas
April 2009
I.
!!!port
Appendix A: Business Improvement District #1 - Study Area
F\;\2007.o2S5\01-SA BID lIGHTlNG\WPC\REPORl\ltgRe<;Rpt-Flnal-R2-2009-04-23.doc
BWR
fi'ight in I!;;! (enM
""j
JjtE~~~ ~ T ~~ ~Ul~! 1.2
- Sf
01
~ ~tll.O~5T"
t;:: ==
1- ' . ~.3
tr C.
~ g"~ ~~ ~'
~I ~ -,-!:f;
1:jiu ... I ilw
~'D C4
w--- IRON
I~fii ~ ~
I--, - L
- c:: C-t
X Ul .~
... ...
l;=i ~ ~ ~
- :i e..c
IlT III Ii:
WALNU 5T
PC 10
....
t--'- Q I?
~ I-
ITrr~ F~
. -
Business Improvement It &
District #1 _i [_ C-2
PDD
R-3
1'\-3
I--
-
:.:
!;
Sh=i
m~
-
-
-
-
-
-
-----'
-
-
,-
-
-
-
-
-'"
-~
[c'"
il...:u
- ,..--1-
-I.,-
-........
-l-
f-- I--
I- II- !
IMIl: RISON --
~ H I
~
~.
I~ ~ I
-
-
-
~
I-
~
I
T
----
-'-. - '--
=t-'-
=t=.
I--
...
! I
L'
I
<:T
==
il
'-2 ----, l~l
Il{ I
l:lL'NE
'-:Q
~IW
;--'''t~ , ;--
R.
~r=w
0'
C4
ELM
~~.:~(l. F''''''~ ::.\,1".:'
'oI;,J.~:- ~,,,. ~ ;::......'~:: ';.l. ..... ""~:;" :~.
':';:~'\?Is". ).':".,,.':U ~%~;I~"';:'
I~~~I~~II.! y;'~" J
. ! f%iiJ~
'.. t:~\iI..i lrf~~r _
::'.~;. ~1...~:;:'.A..; ::':~;:l ;:~~(
"'<.fr:; :"'''::''. ";'J
~ :-~{r.r.~::;~~I'
l!'
~
t=
~
i-
~
:- a . ""
'- 0 _::::";,r" ,.:::.
o :.<
~ '- f-- 0'-- )1; /1""
... .. ./// R.3
:T ,--' i-I l
,., 1 ~fl' It
-'
· =~ d j
l'-IF, C
0-3 AV .
_ T11-L~
-
~!ilR.:a: .:= R.
--r~ ~ - :c,yp -:--
C-2 ~l k
I ~ )-y~
s~
~
il;
..
E
Ii:
Ye3
~ff
Ii;
t;
.".....: I !;~
~'.~~ IJi
01 /l,V lRO
it
H
Ii;
,\ I\fARK
gj
Llii
-
-'--
H--
i--J~
I--
~
1:'
~
R.3
-
~='ll
W '/
....... L...-
-
Tr
~-~
ST
H
~7
R.1
. '
S~u"'yA....
.
i
=~
-I--
-I-
-I-
- L..-
1--
-I
\ R/b:1
I 11 C.,\ I~
T I IfF
ctj ~~72
..~~
,_ Rrl:~,
'"
Ii
~
"'. , ,..~..,.~::;f:~
R-2
~~:~'.'.;':$!;
..
:j~ ~1.~~~
H I I IJ ill
:=:::LJ-IJ 1--
-I- :- _
APPENDIX A
o.;qr'
\11
oc:IlI..'~'
r~l
t'~,~
r "
t';'.~
Ff
p,-I.
~:
~'
~Ui
~~ ;
81
~:.j j
111
!>'lJ
~j
~'~l 'i
\E'!.;
fJl
;"!J
Ell
iF-~ J
~,
~q
fic'!_1
~31
~J
~. .
t:n
};!J
i
I
f31
k~J
f::ll
,1,,1,
b:!J
~j
b~Tu"""
EYj,
~-"
i
f...7:I.l;
r..~l
t;,J
B.!2ort
Develol!ment of Lighting Recommendation~
Downtown Salina, Kansas
April 2009
I.. .
Appendix B: Legend
R;\2007-o255\01-5A BID UGHllNG\WPC\REPORT\LtgRecRpt.Final-R2.2009-04-23.doc
BWR
Appendices
m9h~'ihllif:l"'f!i'?r
LEGEND
. PP POWER POLE
...... ST STEEL POLE WI COBRA HEAD
...... WD WOODEN POLE WI COBRA HEAD
* . * ST, K TWO COBRA HEADS
srX FOUR FLOODLIGHTS
1ST, G TWO FLOOD LIGHTS
..... ST, F COBRA HEAD
tST' E THREE FLOODLIGHTS
*ST, A PEDESTRIAN LIGHT
*ST, B . SHOE BOX LIGHT
*ST, C FLOOD LIGHT
* ST, D TWO HEAD LANTERN
*ST, H CAPPED ACORN LIGHT
*ST,O FIVE GLOBE INCANDESCENT
APPENDIX B
: c~~l
-~:f
\l -JJ
11i--:~!
I. 'II "',d
~":rrl
III "'UIi~
:;:'g~",
l.'ll';}
'!?']I",
;-'3:;;'
"-.il'"
'<;1.'." ,
~
I;-'~
'I.,.~~
ii ".;J
'jJ .,~
i ;']?
~ J ~~
i;-~
r! ~~
!..~
':-1
! ','.;Y
~l .1
';1
I' ..
:1
'1
I '
'1
1
'.
~r
, '.
",
1
. .J
I
--
!!!port
De,velopment ~f Li~9htinJI Recommendations
Downtown Salina, Kansas
April 2009
Appendix C: Plan Sheets (1 - 4)
'.~-
') ,
R:\2007-o25S\Ol_SA BID L1GHnNG\WPC\REPORnLtgRecRpHlnal.R2_2009-04_]!.1ioc
Appendices
BWR
mght in li:c (Hlt'~r
r
Plal:DItlr.~
APPENDIX C1
~MIM:~~ID~'"
gll~' .....1"" - I
..t ." ~.. "., ~
'~'ffi . _ li"'" . ..",,,,......~.~.....~r..,,.,,~..,....,,,,,,.,,..,,,,,,,,,......I=,*..~, '."'" '.
I .... 1'~ ',:, r... (., .11. '" . .;:"
, 1 ' .
I .',' l.' ~ . , ~.<< ~ ,.t.;~, - H t ....l)_
I "_..~ f"" · ~ ,," <ll!'; -....., ~i8"':r..
"'Jr JiR ..l'r;r,'-::' --" r:~' c~~.,; Jrl'J~' . 7'~:
... li.....rr ~" !!1 ~.....J-l, .~~~,lt.,. .1. I{.f
!! ,rl.~ ," "__I;Y'~;=> ~ ;r~.;;:a~..F,
I 'ii'- ~ ~a ; % l'I
~ II., , ,. ',~ ~~J,~ ~~;:J) ,,!\ % ,
I ~\f. ' .: ~~~_.~.JC:.I., ~..
q~\'* ..;~..... ! tiIo~ ;--~"'.~.. . "'" * r~:}b; -.
~j.." """--I~ .~,; !,L'..; ! ):'~ 'It! ..
~f'lJII .Cl~ ..
i::! L..-J,. _,
~_ -~-r~,-~:ti
At ~ ,~i..t
~ ~ IF''1.'!$P
r -
I"
,
~......,~
~
~
~4
r-
7
~
~-
. - .' - - . 1
~};~~')})~~,,\'),\Vl l\t\1.\ \-\\~~~~ >,,\~~~ ,,, st',M.a.,
\~~~ \\\\\~\~ 1\'h ~ \ l'I\ \ 'l st:'*i,..,
:.i :',7 !Q _ '", ao
~ 'V...'.... ~ :~~..l1ftr"v,.. ,. .......' ,.~:~'~'''~
-]" . !,"~.''''' ".\.st,i":~~;~"i\;;,'\. .'~. ~,r, ~.l.'..' ~"f~.'':'I,!!l.t.. ~l..:f, :.~;~,......~..J., '~~,'.I'lll:.J ~ >.~'( J T~~. ~.~ ~f , ~...
, i;:~':?:j'; .,' f. .'-c' .' J:' 1<;' ,.., ItJ I'~' ~'~:: ,.:
. !~ ;1:;2 ..#' '}t '" '. "". '..,p 1-' . .:tI
!'.... ... .', ..' ...~ . "'iI,
i~"},," ~ _!!l.~. ..,I..i! , l'I.l'I ....-- ~,' l'I ~,~ ;:,' l'I J!l. J!l J!l. ,':.1
" '.. l.... . ".;:;.~ "",:,;., .,,~.. ,'. .., t;. ~ <",I .,,;, ')2.. C~'''.'' ~ ,.i..... '> ".I .~.ia... -'~".
,;'o'1;b ~..... ! ,~) "'.., N.... :'.- - #.~., ..~ 'SANT' A F1E"l" ~ ~:. ~ -""~ ,~,. ~~
~o>Fr!:e_ .. ~ ." 'WIa .... ... '1 J M -:ti -~" -=~- ~.{II oS> _';. ~
_~; ~ /~'d' ft~... ..f,,:,.. _.:C. .~.~ f,:" :::~...'ll.f.,~,,,,~,,,<:O"""'<JrI\:'1":...._~~' _ ',~<~...::"":~.
.....~.".........,.~...1...*'".. ".'~." .....~.~. "l'I ~~ .....l'I J l'Il'I l'I. lm~i:J!i.J~'\~'::iIJ"L ,l'I r.~ ___;.i'!'i'_ l'I f:" ! Llll'~ f~: -l'I
:lrr.,'-:~ !-l-jf;'~.'''". . r~' [':.. m ." .ft, m., "~l' !:j. j I" "I m.l ~.- x;rJII..;JI:":
. l~.&~i~t~~i" '. ' . - _': .;' " 1 I J . [ .~7'.
~:, ..~~ J ... ..;;,;;,.....".".:.~ 1.11': I: . t. '1-1
.~'~ '. J ..... q. I . J r. \
,'l\.81l~b" t:c~"" . __ -~ "~:" I "/ !t.st..
~~...~.'. ~.a'J~~~..fr1~>.:..~:..~~.,;.r :.'-", ~'J~ ~~ ~~ ," ;;';:1;'"'' J<~? "11 i:~J r
\ . ,1 ;:'i~ . ". J' +.! :'" ." ,~ ' t. , ."
. .: 1: ",r-..1 D:,;;M ,,. ~.t ~ '-, . ')AP': ~~, ' 'f '. .' .I,U
,J..........l,.. :,{:. ~ ~L , *'1. ".. .
I' .~ ..~... ." _ : st", \J 'J' '-"
...:( lH".l:t1
r:a . t il r.....
t~...:i ,,--- ., ,I ..,;.>> It'-':''!
- )jJ..:'..." f lfJl
"'~~~~:E ;'q:T;
J..~. Ii'
e: " -
. ..... J' "l
~.1J~~ ~~
~!
""~ ........
~..'~
~~
L
i:
.,.,
~ ~l~ ;;! !
..II
1 i
I I !
... ....a. ~ ! ! !I!I
~
... ~
.... tfI'!iiiiI#"'a __ ~ (~
-]--~'--~j
WD......, "'"
,..'..'..,..,.,II;...,.....,..~....,..'.,..'..
'"(
'.,
'I:'
r
.
CITY OF SAUNA
O~~B
233liE.lllollIIord_ISoI1no._810401-37l3
P786Jl21.31lO3 I F7ll5.8Z7.302ll
SAUNA LEE DISTRICT UGHTlNG STUDY
,--
~""""'~"""""LDl1NMllRl.QG!lM ...
.....DtlIr.~
~1=1J .
t..,..,..,..,..,..;...Z~'"''t.:'::3'''''''
",,' 1~'~
. ,
'u
o I----~-r--:~:-~---~~-:.'
~ 8 iI"'f';O;~ "'-"'
.~~~~ ~. ....'. ~.~.." .'.::......'t!
:'--'''STH ' ,:'!l
'). 'lj\ 1 ,. . :>>.Jt~ "'-.. "
:;:- y. ...... 8 ...J~fi>oqp~~~:__.c I
,,~: ..n ",
., ~: ' ,'-> lJ .10 .
. . "'. '" .r" J:: , . '. Z::'; ... J .1
..~, '- 'J' 14-' J! - .
."h' .,' ~i .--: l~.. .J ~8 '"""JIi!". ~ ....., , "''''..
, . ~ I, . .,. ~ ~II. .Ii. ,.......:.
.'~, y #...> 8' :r '-~':' r:'~---'--f
~'1, ~'fl ~~'~~.]~J. t.'~.ila: ~:.. ",I\!' .s,~... I'
->''' . " iJJ!#! '\ii; " .,.. ~I, ..u ..."L.... 1l!
-)' '.... ~':) .', ~. \I~' "'-''''' ,r ~ 'ill>" ifr
.)I ~ ,~ ~~ ~;.;' 'Ii" " "I' iii:~~,.t I' "II :.,,~.;;,: :: I
[~i:;: :;;. ~i ~I -.... r:Z ~~. 'I ""i --4 ;.-
. l~ r::~" ..,,~ :l~~~,aj1 ~ ,j !!l ~. };,J: ~-Sl A.SJ~, d" X 1!l "'~
r~. -'It "'. "'," -.. DI'a , ...',';.... ~. ?.><, ~~ -.
.. ':>I .~. r~ .' ''iiIl:.!,~?", ~..:- ;7......,.,. "
_ .;l..l.J '7TH~:l' .~ _ - ,1; ,{> '" I;;;ij .
r,~.~t ,..lJ :~~,'", rt-~J' ~.~..!=;-~!,,- !1;MJ.~~ ..~., [";:,..:- 2 ~~l ,jl ~'~.~~:.....t~;,.-~~:~
~~-"' It:. ~ ...~j-tPPWl:l~ ~ a"Q~ M:..._.{. --~Jx ;''''''.~ ~;
.. ~ c ~ ' ... . ., .. Ir. ~.:.
~:: tI. "'" .J':l-J~;j iJ :j "'1. ,., ,-
, . '~,,]J . .' Ii:l ~ ua ~ . Ib :j! '1 __ ": c
.ST.A:...~ ~ -: ... ~ !:!It Itl[
. sf, .. ' . .Ll' "....flll .~. f.,~ '''I." .' . "". ,':. '-' \
ti,?~r4. p::FI.....}....~. ."I.'U j..~.. '
-.t:l'I . """., · ".~ r~~: fI!"
ST. I",:.~~T ..
r-J :: ~
)~ .'1
'\1
.J
0,
J
,
~
~1~ !'.,. ~
.. .0'" ....
'''''''''''''''j'''''''''''''''~''i''''''''';;",''''':;''''''''
I -. .;<
~~
III
CrTY OF SAUNA
O~~B
2335 E. CNwIonI_I_ _87401-3713
P 786.827.3llO3 I F 785.827 .302lI
...
! ! ! !I
SAUNA LEE DISTRICT UGHTlNG STUDY
~....~~_UlltfTltlMIR'ClI rrr ...
..DltrIw.~
.-
r; ...... .... ',; r
"'.:.i. ~... .ST,~ '.:: ...1' (',
~ dJ q ....ST~.. i
11-" ~,.. .~ ~ ,,\ I
.. :S ~I) "VI{~.... ''u !
J'l \ t:I'! 'A.......~."jq x J'l ~~ \ ~
<X.a. . .... >t"'x . ...!!l... .
.;~. 1 01)' ,{Ii. ...car,
.' ~1:~ '~; ~ ~'-
~ ~ . ,.
- t.~ ... .-!,*,.~*,.t..."._,-,
__~ . I'. :ll:-;~~",.
~lS.<;;' ". ';,rl ~~ "'. ~ i
t n.~
.~A..', ~. ~
. ~~-:---';-'
:P,;" - '" i~: '
"
;.
,~
. l... fti
.,.....~..".,......,..!~...........,...
!Ii 4.!',+
1 sr,....
"
....
;""4" ~
LI-~ -,' ~'i~ Z
:.II,
, ....
'i!U" ~.I ""'fi'"';;. ....-.
i.. '.' ,.....,'.11!-
. '."-,,
.cWiiiIDiiiiil . .'.""'.........."',i..."."...".....,,,.. ~. ,..,..,.~. ,..,....,..\..,..,.;,..,....
. . . i';'''' - ....- Sl ...
.u .,J:I~. '... ., .
.." 1 . ~. .",..,-"
" .. >' t, .' _.< '..J-J ~":I
~..~~ ::.
- '-.JJ~.'" '~...:J-..~j.t 'A
.~. .' \. ' , ...,
! .;;" r-. .~..,~r :J:
l'~' .-
!J.
1.Jq
'"
~;:;
-; -~: '^'~t~ i~~
"~"'...~ a ,.~~'"
'A'\"" . II"'}C.i&\
~~ . ';'" .:l,1
r............... . gf.L'.' ~.. !~" i'....... ."
t!lf'. .-!~' .....11(1. ~n
'.~/1'11~r~~t r.. ~' --.
'Z\ \\i~~" .
,-..J~, '. 1__._.llt.A,~.__~~ '15,,,
l( lA~:J #.1.* .ft \\';
"'. :\ '- .~\,:,,\~~\)~ ~.,~ ~ I Y,J. '~;.'11,
"t>,\\y~ )r~.., .J ~ ""it,. --:
',," ,.' .ST.-....~ :it.
~,ic.~~ ~.
i;l' ..1
.."..'ca
19 .:,~, ~ I
"En t,} ~
U;j~j~~ (~ .w--,
" 1. i- r.......""',~,.~'!.....1
"'$1
q .,
r...i~....UIil ~:"..7i
~ .4~
,-
:,
-t
;'9-
"
.,..... :
v'
'.'t" #, ~~. )"'-
ST," "~>L ' i
, r~" l. /
"~ J.' >t ~~" /
~~t",,,, )1 "'f J
,~~. ~ ,;;~ ~,
~~'i'" ~, /,
~~'j;( , ~. K~"
."" .... "'.'1 ~,~'~...
..:.;u .
~ f...Jj
.:r.~i ,-~.:.vf'...-.f.
or . :'-ri::t.-
~ '~ ~ ,
. .
.Cl
. .
'J
7TH
1 .~
;:
l'l
..ST.A,
Gi~'~
';1.J W ~o/'
t:. ~~'.-~ . ~
-~'J.I "X'.~..'.I
'.. ST I]' I
t~ .$T,A
, ""1
. . - ,.'~
/l~ J.Sr.',.
,p ,.
I II
, ,
_ST
q
.
~t::: ~ ~, ~~~~K:;~Ik-
.,..'::..,:.,..,..'....~.1'~
i ,,~~~.
, t
311' '
-51."1"', I
01)
r.:I '~
::l tl~i .~
-'~~~:
...,. ~,-
"f-;'
~
t .
...
",
ST,
L
:wlll~
.. I i
.
j+
i I
,. !i
....~.......... ~
i I
='~ lO$
.. eH ~
:.~ i - ,.:a:
!,r.!::"'............~..~. -r;;;:I
,,f III .
"1
~:
"
"'.i
, i)~
/;11-=
'<, .v'
.,~ ~
.
.
..55
01
z
~ _ at> .'i;v'>l _
-...;;p~ .. .....~ "",. ......- .
"!!I .'5."" "!!I~ ~ ~J ...~~ ~
_mm...o;:..."..mmm.........;;c,..,..~"j:,..,..,." .
, j,.. .~ Ii
"~~" I
;'';.9 s"
~" 'r7
::
,
~~
~.- ~"':;~
I ~~.
11~ -~ _ _ ~--!J : . ~.'..: ,- "\. . ~ #;l:~,
, -...,... . .,:~~fD4I~,J -Jr= ~"I
_t .. '"'._ rlF1' I'll i-" I-.. .~.
CITY OF SAUNA
o ~YfB
2336E.c.-.._I_ _87<401-3713
PlM,827,aeoa I FlM.827.3029
I I III1
SAUNA LEE DISTRICT UGHTlNG STUDY
"~llZ\fIDll7t1CtatMl
...,
~J
)
l'
.1mI _ ,lll\ ;::
, :.r:j!: ~ . I( -.."'#
I ..,. :
~,it
"":1
"
"
Qt
.,
\~
,I
. .j
,
'1';.
....
4 ~
D ),0
1--
~"-~......._~
PIIltDllirlw.~
PIIll:~W2UIlIlI7I:J1l::11AM
.J~
.t,.;.~
!!.:.WI '.
J
l'
.. l' 11"'. p-~
~4 . . ; \, ~~-'i:.'''''\:.~
~ ~...'''.' ..)1.........."',...
~:t!I'1) ~.~
7~ ~{;.1j ..~
.Ila>
li} 43 j
ST'C-"11
I
1:",,:1)
7!H . ~ "1
~~-t" .. ~ _..~ liiilIlL. .- . t f). i r
-'-~~~, . "--'. ~" ~< ..-:w., !!l~. ~'~ir-
; .'. .-t.~L.~ ~. !
.' ~ ..~~.~. !
. , .I' ,-' ~.. CHC.l , :
';;; ,- :,~.., ~l~ ~ ' i~(
,~ ~li. i
CII!'~' .,; '!:
':.' ~::~~::- ( - I ..~.~.:".*..-
~ .. ~i' t ~_. ,'" "'14
"'1 . . .' ~R~ ;~' ..'~.....""., t,
# .. . ("4~ i 'l:U .
. .. ~,;..J dD:ia
i~c~i ..oJ
....~~l . I'
" }:-:.I
t ~. -
_.. I .~.,
~ /:11 .~ RIi-
~.... ,:.'
.......~~lD ....:....~;;:........I;..~~ ~'. ,~
~. _ ~Jit ~. "l
. .ii~":I: rl' ' l
"'!' '~~ II ~
~~, ~4=f1
'" ,,;,,; . K
_J., ~.
'3 ,..
'3
.
. ...
-
,
"
.Q
. .
t'l ~ " . (l
. -..
t~~"'r .
i " ~ ~
I "P C:::! -.:.=
~ :~~~t. .~_ r: G -t. '~,,: ',~ ",,~,t > ,-.
~..:.'~;~!.. u i".'~..I~ :6~ ~ ~-l
~ :'7 ~~ rrl' f~~' ,: I ~t:
~) p...~,f.~t;lI. ..... ... .~- ....... r.-.:;:....
'l<l1AIIJ # j:.. . );f \\1'.~..-'~~~....,- ...., , '.~
\~~.~ ~)\\''''. ... is ' ~,/'?~'n ~ r I
j~"eI: }~ ~. y fll ~I
ST.-.t.-* ' '1
..... y! It
., .,N!'fl '~,U'l'~,t' \. "~
'~;i.' _III -. :'~-~ST... ~ .,i~~
,'''~'. ~. t. ~1,'
, ~~-,~.. ~ ~
P" - -,~
.._ o\., t~ ~~~ . ~ ">> 't~'), .
~.f-~:=: ,.~-----'" ~- - -~ \lI
SANTA FE
.. 'r......................................................................................................................;::
_;~ !! L.
~- 11 .
-i~.,.._.;j;<:' ~;<<iO; .~ 't.:":'"'.,:'''
'\ m"'::'" ...:.J ~._" ~...... - ~ _........-:00,; -T,'" I....
.a J ~ Jt.;,:: .
II .
<iI.. I I i ~ l
,fri1l . ,. i ',~ " . 1.4
l~'1' -.>~J. _ _'" rJ. . rli" . ~. ..~........~.. "
>0' -',(I)! oj '.~ 1>'......
':*',;" :c .;~ ,,': $lfu ,t~,-5:f.cit.. ~'," _
1,.1. ,': a:o "~
u." :..: I;l' ! ....... ...;;jllfi;~::f..lfllb'!i::~..tt~~~;~~--
f. {.,~.I !.! "!. -- !I~---' ---- ----;~
~;:......~.f....'it~.~................~.7~ -7~"'- j
i. ,. .~.~. " ~ : \ I[t~~,. ~
~ ,:;:-.," (
~ ~.. .~. ~- . ~ if ~~i
" ,Ie..'.. ,j, ~ . 0 . ....::1 ":!I'~
~ r-.. ,{~1~~ J
~..~l ... g ~cti(P-;
.~ 1
l~
,~ ...--. ~ :..::..--II~~:=
~...., ~~ _I__~ ~ ~"4j '"^,-,- ~.~-- "'~_~~'~~~s "~~
~:t" ~
~r
:~!111l
. I i
<<tz~
~"-t>'
. 1""
....
~~r8
-
r...u
~
':JI,I
:r.
;'~
.1"'3
~~~
'"
"11
-I'"''''
l~r
!l
~
--
CITY OF SAUNA
O~~B
2336 E. CIawIonI_I_ _ 87<101-3713
P 786.827._ I F 786.827.3028
I I lill
SAUNA LEE DISTRICT UGHTlNG STUDY
I
~'1
1'77J
, !~
~.$!IiI"""""""'-
,
, I
...
,:,",
.......\,j.-
"J
~ ....
.~*",!"WD"~
~ ~,
'~~~.' ~." -~.!
~ ~-=J..' .~
~rj
J....~... I
11" \
:l~l I
]""--..
,.
I
I il,} I
il.. :J. }
I ~ \
[~ .
I ,-:J I
I~
I ':~ I
1 :~
! !~~1 :
II "fL
I i;,~1
I. i "'.:'.]' l
.1, ~!
I' '''~.
1'.:] I
.';',.]1
I ";:~I
1111'; '.'.~
, ;':11
.: '0j
11'=r -
. ' I~
I ~""~
-]
I'C'-
."';I1
I R~C_
IIII'-:~
I ':~~
III)
I:',~
.! 1
I:".,.,,:,!, "
. "
II ","""J
11=1
B!port
R:\2007-025S\Ol .SA BID L1GHlING\WPC\REPORT\LtgR!cRpt-final-R2.2009.04.23.doc
Develo'pment of Li9htingRecommendations
. Downtown Salina, Kansas
April 2009
Appendix D: Existing Downtown Light Fixtures
TypesA-D
Types E - H
Types I, K, 5T & WD
.J;
BWR
Appendices
r;t9htinll1e(Oll~r
r,
p
'.
Existing Downtown Lighting Fixtures
Type A
Type C
Type B
Type 0
'\,
APPENDIX D
~ ~:.~~.....~.~ =r- ~~~
(
\
Existing Downtown Lighting Fixtures
Type E
Type G
L____
Type F
Type H
1-- .-----
..
I'
Existing Downtown Lighting Fixtures
~"I
Type K
Type I
n
Type ST
Type WD
...
. .
"
..,,~:i!'!iiil
~"'lE1
f''':~
,,'.I~
:,,,8
trq.~
,~;".,..~
..j]
:~.G[1
F~
~..~"";~
i. ~~jJ
[ ,,!!ll
!lI)
!E)
\r;
If:,. \
I~
'!~I
!~J
!'~l
1 :~
i~J
i~!
I.~ I
lJ,~. ..n!
I..~
1 .' _..
I.~ I
1 ......
;i:~J
Develol!~ent of Li(lhting Recommendations
Downtown Salina, Kansas
April 2009
. ~ort
Appendix E: Business Improvement District #1 - Area Classifications
(Business, Intermediate & Residential)
BWR
Appendices
R:\2007-o255\01-SA SID lIGHTING\WPC\REPORl\LtgRKRpl-Flnal-R2.2009-04.13.doc
fllg.hti'l:~Ct'!jt(.t
"'-"':"7.~..,i.!1_
T~~
~lst;;d!Z .- I~I U ~r
III H\D~~j II! LJJ~I
PDD ~Dsr .
R-3 !
~ '; ~1'or:JST /
;;= == '
I- R-3
L u: c-
:~~ bliF ASM
;=::~ xl--' r
l- > .... lit--
t:~ ~ \I~
~.D C~
l~~ ~
----
-
-
~~
~h=l
~G
-
-
-
-
;-
;--
.-
-
,===.:
-
-
-
---:-
-:I:
ffi
-~
::0='"
l~jl
C4
(-2 11.[ LJi I
/. fl ~~_ . "" ',' ..'.. .EI.M
. .' nA;,....... J-..'- .J."" I.
;} ;~}~~ I~~~~l-
_~djJ~" 1
:: .:~ :;~;'~'
~ i.~.~ ~
-r :JLS>>
r
..
'P.
R-3
rr- ~
G-
'--
L.. ,
I-- c:
1-1-- I-- 5
-t-
1:;= ~hT;: ""
l-- ....
WAl,NU
I ~ PC U .
i--
Iii f-- L.-
1-'-
- f--_
f--f-- '. .
I-- .
-
R
-
=::;
I =
I €
..r l:!
r . I
f--
hT
MUl
1~
1 1 Err I
--
- f--- ::::-
-.-- -i-
~'--
-- _l..-
- -- ---'T"""'-
- II-I I~ I I-
...nnmsnN ~ -..
,...J, r- II I \ n I -,-
~ L--l
h= !-:I' ~ ~ 1TF ~ -"
~,~ I r.=L ~ I..
I-l I-- -
r Ir ~ h:.= r-
Business Improvemenf~~
District #1 _ C-2
\
-
-
=1b
=1=
-f-- -
-~
.' <~ ;; i ~:~
Rl I fIll
=:t. I 11-
-f-- -
1-2. l-----. 1!l!1 1
'gl
"'L -NElP
I ID ~ l ~
:--i'" ,
0"
I-
l=
R-
I-
r=
:--- Q I'
f-- c!- '==, ./-:::-
~ :-- ~-l ;;1----
,... - _, r /' }\-3
T 'L:.....- f.J I
) ~ll ~
~h1
H
H
YIC3
~~. Iii
-
--=-R
-
=1:0 "
c
1
C-3
IW .
11 I
-
- .
- ~ it~ - EllIl
: :1rNi~
c
.--~ .'\'
I t::
Ltii
to
1\I
81
La.
IT
R.3 _ lit
g t::"~/ j
gf-
....
Sf'
PlJ/
~.//,
Core Business Area
Intermediate Area
Residential Area
"""""
R-1
'/~
IT ~, Jd
~
I {j~~' .-,
=lL~..
!l
,,-
I
~.~
APPENDIX E
1
'~~
..>",.......
J
li~
Ii)
'[1
I
I~
I.. <&'.
,I'...,..h.-.~'f
.;ili
;I~{.
fi~
Iql~
1\1"'-'
I\_~
Illr~1'
/' :. f
,."r;g. !
I.r;:~
;~~-:t
::n.,.d
u .iJ
'.'ill.........
' . ,
, I
I..:;'
:jd"il
1 "J
..1 ;r,,~
/I I~
'1::-;
i:ii"l
I ,J
""'.'.'1...
II;U
'1 .
il"ii-:.t
I II "~
i::1
lil
I I,
;~-D
ii'Jj
I ,L~
~
~ort
",.
R:\2007-QZS5\Ol-SA BID UGHTlNG\WPC\REPORnllgRecRpHlnal-RZ-2009-04-23.doc
Develo~mentof Lighting Recommendation~
Downtown Salina, Kansas
April 2009
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
5th Street between Iron & Walnut
BWR
Appendices
Highlin!Nff.e,.,r,:,r
APPENDIX F
SANT A FE BETWEEN
IRON & WALNUT
.
SANT A FE BETWEEN
ASH & ELM
i----mu---m-
lie
7TH STREET BETVVEEN
ASH & ELM
8TH STREET BETVVEEN
ASH AND IRON
8TH STREET BETVVEEN
IRON a VV ALNUT
I
,
I
.
5TH STREET BETVVEEN
IRON & VV ALNUT
!!port
Devel~l~ment of Lighting Recommendations_
Downtown Salina, Kansas
April 2009
Appendix G: Parking Lot Data Sheets
~.
~
~
1
]
]
]
'1t......,..
~
;~
~
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 petween Iron & Walnut (Between 7th & 8th Streets)
'~.
",._, ..
- \ 'I
I ,.
ffii
'~i
.~
~
I
I
I
Appendices
R;\2001.(l25S\Ol-SA BID l'GHnN~\WPOREPOlffiltgReCRPt-FlnaI'R2'2009.04.23.dOC
BWR
!l:~~irrl!~~ (I.!nt;;[
PARKING LOT SOUTH
OF UNITED BUILDING
PARKING LOT BETWEEN
5TH & IRON
NORTH OF WALNUT
PARKING LOT BETWEEN
IRON & WALNUT
L
PARKING LOT BETWEEN
IRON & WALNUT
"j.........
i ,. .
.,
r
'~ii;,
m;~
rrj
~~J
[:].
m'
~ I f'l"_
""'J
'dC,
"I"j'
PI ,
"
"1111",.
."; 1
II ~
.! 1
IliJ
: r:J
. ,
, t, I ~
11 '.J
II i
., ,
.1 'j
II:
'I. .1
II '~
!! ,:J
I. .J"
II ,
-, ..
; j
· I 3'
.' .
, i
-. ..~
., ~
.'
--: .....
....l...
a j
-,
'.
.. :""1
a1
:"".31
I
..",
,a1
'r'"
I
.. .''1
.~
[,~
. "
[J
..~
r;o,i,
II
-'!!Port,
p~velop~e~~9hting Recommendations
Downtown Salina, Kansas
April 2009
Appendix H: Westar Energy Information
Letter with Lighting Option Rates
Foundation Details
.' .j.
R:\2007.o2S5\Ol-SA BIDlIGHTlNG\WPC\REPORN.lgRecRpHlnal-R2-2009-04_23.doc
Appendices
BWR
[li(JJlti'ltbcC~lltt'r
,-'
...,.
/-
t ~wr Energy.
November 27,2007
Mr. Lany Stoss
BWR
2335 E. Crawford
Salina, Kansas 67401
Dear Larry:
In response to your request for information on street lighting options from
Westar Energy, I submit the following.
~lP.6"af:~~ fie~,
C'~" M ~t,,,,~l.i ,,"V" t~~ ~<'
~," ., ,,<''''''' "';.,." _.~>-. t. . . ',.~. ..# ~ j
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 requests underground feeds to the system then the City
will be required to provide the trench, backfill, and conduit or a CID qualified
contractor to install conductor in duct provided by Westar Energy. Any pole
change down town would require 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.
Res~r~~~
~g Jack~n
Electric Distribution SUPttW\~son PI/Salina, Kansas 67401-7426
GJlklm
MACRO UNIT APPLICATIONS
fSA AUGER FllUNDATIIJt Fm PILE
<"
1M DESCRIPTION QTY
1 CLAMP-GROUND ROD 5/8' CU ALLOW 1
2 "IRE 4 AWG SOLID cu son DRAWN 1
fOUNDATION-STREET LIGHT 11'-17' 1
4 ROD-GRDUND 5/8' X 8' CDPPERWELD 1
,
PREFERRED
5' -0
5'-0
3
/
IlJBE
SIDEWALK
BASE PLAN VIEW
NOTESI
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 DR
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 15" BOLT CIRCLES.
~ THIS DIMENSION TO BE SPECIfIED BY THE CITY, COUNTY DR 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 I UNLESS SPECIfIED OTHERWISE, ALL DIMENSIONS ARE IN INCHES
CAD, fILE 1
ESTD,INSERV 0 03/31/03 RJO DP
132825-LC-00100P, STLT NO. DATE BY CK APP
WESTAR ENERGY
AUGER FOUNDATION
FOR STEEL POLES
SHEET 1 Of 1
LCS 13-2825 REV 0
/'
..
ALTERNATE
& lifl
BOLT 1 C!RCLE I ~/ ./
11 ~/2' ~ /:.
_I
&
2 3/4
~
I. .
6'-0
. I :.
.
. .
~4~
3 GA POLES (OVERHEAD
DEADEND ONLY)
GROUT AFTER POLE IS PLUMB
.
. .
.
... ..
GROUT AFTER POLE IS PLUMB
36
L
. .
.
o
~
11 GA POLES (ALL UNDERGROUND
AND OVERHEAD TANGENTS)
NOTE. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN INCHES
CAD, FILE 1
ESTD, I NSERV 0 03/31/03 RJO
132830.LC-OOI00P, STL T NO. DATE BY CK APP
POLE FOUNDATIONS
WESTAR ENERGY 30-3j' tAT ~NO~N1TlNG~ HT
SHEET 1 Of' 2
LCS 13-2830
REV 0
.,
COMPLETE MATERIAL LIST COMPLETE MATERIAL LIST
ID . MATERIAL QTY ID ~ MATERIAL QTY
1 ANCHIlR BOLT 1-1I4"XW 4 1 ANCHOR BDL T I" X 40" 4
2 GROUNDING CLAMP 1 2 GROUNDING CLAMP 1
3 GROUNDING CONNECTOR 1 3 GROUNDING CONNECTOR 1
4 GROUND ROD SI8". X 8' 1 4 GROUND ROD 5/8" X 8' 1
CONCRETE 3/4 YD CONCRETE 3/4 YD
NO. 6 REBAR A\. ELBOW 2" PVC j ,
NO. 3 REBAR Ai\. EXTENSION 2" PVC . L ~
NO. 6 REBAR /4 \.
NO. 3 REBAR A
3 GA POLES (OVERHEAD 11 GA POLES (ALL UNDERGROUND
DEADEND ONLY) AND OVERHEAD TANGENTS)
NOTES.
& CONCRETE SHAll BE 3500 LB. READY MIX. CONCRETE SHALL BE ADEQUATELY
VIBRATED. ANCHDR BOLTS SHALL BE SET WITH A TEMPLATE. TOP OF'
CONCRETE TO BE F'INISHED SMOOTH AND LEVEL WITH SIDEWALK SURF'ACE. ALL
EXCAVATED DIRT AND CONCRETE TO BE HAULED AWAY. ALLOW 15 DAYS CURING
TIME BEF'DRE INSTALLING STEEL POLE. STEEL POLE SHALL BE PLUMB ON
TWO VERTICAL PLANES 90. APART.
&. IN AN AREA WHERE THE SIDEWALK DR CURB HAS NOT BEEN INSTALLED, F'INISH
THE TOP OF' THE F'OUNDATION LEVEL WITH THE TOP OF THE FUTURE CURB DR
SIDEWALK. THE DIMENSION BETWEEN THE CENTERLINE OF' THE F'OUNDATION TO
THE EDGE OF' T~E CURB SHALL BE SPECIFIED BY THE CITY, COUNTY DR STATE.
& CONDUIT IS TO BE USED F'OR UNDERGROUND SERVICE ONLY, AS REQUIRED F'OR A
PARTICULAR JOB.
&. VERTICAL REBAR F'OR -
3 GA POLE. 6 - NO.6 REBAR 5'-6 EQUALLY SPACED ON A IS" DIA CIRCLE.
11 GA POLE. 6 - NO.6 REBAR 4'-6 EQUALLY SPACED ON A IS" DIA. CIRCLE.
~ HORIZONTAL REBAR RINGS F'OR -
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 F'OR PREF'ERRED STREET LIGHT F'OUNDAT I ON.
NOTE. UNLESS SPECIF'IED OTHERWISE, ALL DIMENSIONS ARE IN INCHES POLE FOUNDATIONS
CAD,F'ILE 1 ~ ~ fWEST AR ENERGY 30-35 F'T MOUNTING HT
ESTD, INSERV 0 03/31/03 RJD Vn'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
\
I. "'l1'..'.........'...'........'....
,4'j.'"
~tj
.~.'
,"n
1"'1"1
r"-
i'.'.~.'1.'...'...J".'. "
'11ill
..['~.r; ,
'flP
.~;!~~
'I~'
I\;.~.'/,
'Ii]
~
Iq
~
1';"','
t ",
Lq
I. Il
i~-'-"'-"
I
g", i'
~ !]....
~
'! j
~
i,: "
I]
:u
~
~
q
~
iJ
~
J
"
J
"
I
!!port
.' '/
Develo~nt of Lighting Recommendations
, Downtown Salina, Kansas
April 2009
Appendix I: Life Cycle Cost Analysis
J
BWR
Appendices
R:\2007-o2SS\Ol.SA BID L1GHTlNG\wPC\REPORT\L!gRecRpt.Flnal-R2_2009.()4+23.doc
Wghtinllv:(Cflt?r
(I)(!)
_Z
(1)-
>-~z
..J:Z:o
c(~(I)
Z..J-
xc(~~
-~~ll.
o (I) O:e
ZO~O
~~~o
c(..JOZ
000
>- -
Oc(!i:
w2':O
U-..J
::::i:j
f!
..
CD
>-
o
N
II
'"CI
o
01::
CD
c..
OJ
oiij
,.,
iii
I::
<C
'"CI
CD
S~~
o .. 0
1-2CJ
c:
<C
iii:fJ!!
E oil :g
~OCJ
'"CI
CD
~-;;
.. 0
ECJ
~
'"CI 6
CD ...N
~1i)o~
"0'00
ECJ~:;::
~ ~
_CJ:
..CD'!::
o~g
I-c..>
cO ~CD
~€~~
d:~/Jl>
6"
...N
~~
..~.
u.!!::
e,.
~'O'"i1ij
~€:eo
c..~ECJ
s'E:
'00-.
..!!::
u.e,.
8, CD ~
~ ~ @;e
iii> 0
m N
,gfl
... ..
:a
>-~
ECDf
tD~i
=...JC
CD
:61;)
.. 0
eCJ
c..
E
~
'II
~
...J
<C
z
<C
?-
m
o
u
c
W
N
::::i
<C
:)
Z
Z
<C
_'"CI
~~1ij
.. 8. 0
;e!!CJ
c..
'#.
~
.!!.
o
o
'"
o
~
o
o
'"
o
v
...
o
...
v
v
'"
o
ci
o
...
o
v
CD
It)
N
'0
o
...
o
o
N
o
N
o
...
E
i
m
Cl
I::
:;:0
OJ
OJ(
W
,g
Cl
I::
S
o
z
o
C
...
N
iii
CD
o
o
N
N
"'
It).
It)
...
o
o
'"
o.
~
N
N
on
;;
v
v
'"
o
ci
It)
~
;0
...
...
o
v
CD
It)
N
ci
It)
~
;0
;;
o
o
N
o
...
It)
~
;0
;;
fl
..
n:
05
..
CD
i5
c..
c:
"Iii
I>.
CD
0:::
N
N
iii
CD
o
o
N
v
'"
~
on
~
...
o
o
'"
o
v
...
v
'"
v
It).
'"
...
v
v
'"
o
ci
o
o
o
ui
~
'"
...
o
v
CD
It)
N
ci
o
o
o
ui
~
'"
...
o
o
N
o
...
o
o
o
ui
~
'"
...
.
.
Cl
c:
OS:
o
E
CD
0:::
~
OJ
CD
i5
c..
c:
olii
I>.
CD
0:::
..
N
N
iii
CD
o
o
N
N
It)
~
o
It)
...
o
o
'"
o
v
...
N
It)
V
o
;;
v
v
'"
o
ci
o
N
~
o
...
;;
o
v
CD
It)
N
ci
o
N
~
o
...
;;
o
o
N
o
N
o
N
~
~
;;
..
CD
i5
c..
1U
o
CJ
...
CD
j
o
c..
v
N
iii
CD
o
o
N
It)
<0
'"
ai
v
...
o
o
'"
on
'"
...
It)
<0
o
<'i
;;
v
v
'"
o
ci
o
o
v
ui
'"
;;
o
v
CD
It)
N
ci
o
o
v
ai
'"
;;
o
o
N
o
N
o
o
v
ai
'"
;;
..
E
~
c:
..
...J
.c:
..
:e
.2
CD
0:::
It)
N
iii
CD
o
o
N
'"
CD
'"
ui
<0
...
o
o
'"
on
'"
...
'"
CD
<0.
...
'"
...
v
v
'"
o
ci
o
N
<0
on
'"
'"
...
o
~
It)
N
ci
o
N
<0
on
'"
'"
...
o
o
N
o
N
o
N
<0
It).
'"
'"
...
~
Z
}
..
E
~
c:
..
...J
f!
..
Q.
CD
0:::
<0
N
iii
CD
o
o
N
CD
N
v.
o
...
...
o
o
'"
on
'"
...
CD
;;
ai
<0
...
v
v
'"
o
ci
o
<0
o
o
'"
~
...
o
~
It)
N
ci
o
<0
o
o
'"
~
...
o
o
N
o
N
o
<0
o
o
'"
~
...
c
W
...J
~
CD
Z
}
..
E
CD
c:
..
...J
f!
..
Q.
CD
0:::
~
N
iii
CD
o
o
N
<0
It)
'"
ui
...
;;
o
o
'"
on
'"
...
<0
It)
<0.
...
CD
...
~
'"
o
ci
o
o
o
on
<0
CD
...
o
~
It)
N
ci
o
o
o
on
CD
CD
...
o
o
N
o
N
o
o
o
on
CD
CD
...
~
CD
Z
}
~
'"CI
CD
c..
fl
..
Q.
CD
0:::
CD
N
iii
CD
o
o
N
;;
'"
CD.
'"
...
o
o
It)
o
'"
...
;;
CD
on
...
~
'"
o
ci
o
o
v
N'
CD
...
o
v
CD
It)
N
ci
o
o
v
N'
CD
...
o
o
N
o
N
o
o
v
N'
CD
...
"E
.!!!
i5
llJ
'"CI
~
.c:
Cl
::i
~
.5
..
'"
N
iii
CD
o
o
N
N
o
It)
~.
N
...
o
o
N
N'
N
...
N
o
'"
on
...
v
v
'"
o
ci
o
<0
...
ui
It)
...
o
~
It)
N
ci
o
<0
...
ui
It)
...
o
o
N
o
N
o
:!!
ui
It)
...
"E
.!!!
i5
llJ
'"CI
~
.c:
Cl
::i
C:
:)
S
'"
.5
.Q
'"
N
iii
CD
o
o
N
N
~
~
;;;
...
o
o
N
N'
N
...
N
~
It)
a;
...
v
v
'"
o
ci
o
o
v.
;;
;;
o
~
It)
N
ci
o
o
v.
;;
;;
o
o
N
o
N
o
o
"":.
;;
;;
x
o
llJ
c:
o
'U
c:
"
-,
~
.5
u
'"
N
iii
CD
o
o
N
o
o
o
on
'"
N.
...
...
o
o
N
o
N
o
o
o
on
'"
N.
;;
,.,
~
'"CI
..
o
0:::
...
,E
Cl
::::i
~
CD
c:
~
.5
o
...
N
iii
CD
o
o
N
~
It)
ui
v
;;
o
o
o
o
'"
...
~
It)
ui
...
;;
v
v
'"
o
ci
o
o
o
It).
'"
l"'!.
;;
o
v
CD
It)
N
ci
o
<0
It)
",.
...
o
<0
It)
",.
...
o
...
v
v
'"
o
ci
o
...
o
~
It)
N
ci
o
...
o
o
N
o
N
o
...
"~
u.
~
~
CD
Z
S
'"
.5
,g
~
~
...
...
N
iii
CD
o
o
N
N
o
...
o
;;
o
<0
It)
<'i
...
N
v
It)
ui
...
v
v
'"
o
ci
o
o
'"
a;
<0
...
o
~
It)
N
ci
o
o
'"
a;
<0
...
o
o
N
o
N
o
o
'"
a;
<0
...
~
~
CD
Z
S
'"
.5
,g
.i!
'"
~
N
...
N
iii
CD
o
o
N
N
'"
It)
It).
...
N
'"
N'
...
;:
N
<'i
...
v
v
'"
o
ci
o 0
It) 0
<0 0
~ Ct'i
'" ~
... ...
o 0
v v
CD CD
It) It)
N N
ci d
o 0
It) 0
<0 0
"ft'- ".,;
'" ~
... ...
o 0
o 0
N N
~ /~
o
It)
<0
~
'"
...
..
CD
i5
I>.
c:
CD
'"CI
o
o
~
~
~
~
..
N
...
N
iii
CD
o
o
N
N
N
a;
...
N
'"
N'
...
;;
CD
ui
...
~
'"
o
ci
o
o
o
<'i
~
...
.
~
iii
'"
CD
i5
c..
~
~
c:
"Iii
c..
'"
...
N
iii
CD
o
~
'"
<0
~
N'
...
;;
N
'"
N'
...
CD
;
o.
...
...
...
v
~
o
ci
o
o
o
o
~
...
...
...
o
~
It)
N
ci
o
o
o
o.
~
...
;;
o
o
N
o
N
o
o
o
o
~
...
...
...
~
CD
Z
}
z;!
CJ
~
'"CI
CD
c..
7iI
~
fl
'"
Q.
CD
0:::
;!
N
...;
CD
o
o
N
<0
<0
N
N'
...
o
...
<0
CD
N
N'
...
v
v
'"
o
ci
o
o
o
~
...
o
v
CD
It)
N
ci
o
o
o
~
...
o
o
N
o
N
o
o
o
~
N
...
,;,
::::i
,.,
;
'"CI
'"
o
0:::
~
,g
~
C
~
o
~
{!!
It)
...
N
...;
CD
o
o
N
<0
'"
<0
on
It)
...
o
...
<0
'"
CD
on
It)
...
v
~
o
ci
o
o
o
o
'"
It)
...
-~-
a:;~
~~~
.5 ~.5
'#,......';f..
......1ii!::
1ii gal
~:el
~ .!.~
l!.l!!1>.
~.e~
J2Y""S
......
... ......
'.:as...
11 ~ m
>-1ii~
'ioea
~ ~..g
N.. ;X ~}
g:~~
w.~"O
-g i i
~ t; ~
m >- ~
~~c
i Ul =
.. l!! l!!
l!! I>. I>.
1>.00
000
o ~Il)..
"'...'"
~;;
~~ .!
co.!=
~=L.
-... '"
... .. CD
! ~6
~~~
.. .....
... Ci.e
,E....fl
f! of! os:
!!-:
;B.!~
8. 8. :;
ag:s
~ ~.~
.[ ~~
.... 6 oS
.e:.!!
J!!-"
~ ~ 8
CJ CJ "
O(!!f!
f! ","
81 CD ~
,., "'0
o;!~
~ fIJ.!!
.m '0 OJ
~..5 :S
=E:5~
ll!.~
_'!sO
~.!~
:5::i-;'
I .. :
. . .
o
~
It)
N
ci
o
o
o
o
'"
It)
...
o
o
N
o
N
o
o
o
o
'"
It)
...
E
CD
1ii
,.,
m
~
Gi
~
m
'"CI
CD
~
o
~
U
~
.5
CD
...
N
...;
CD
o
o
N
~
'"
~
'"
~
8
..
'l3
...
o
.!!
;;I
1i
...
...
!Il
"
..
Ii:
~
'B
~
Q
~
~
;;;
'"
1:>
..,
...
~
Q
!lI
E
1
1
1
I
4
1
1
1
1
1
1
1
1
]
]
~
J
J
~
-.1
LJ
I
~
i
(
~ort
Develo..,em'ent of Lighting Recommendations
Downtown Salina, Kansas
April 2009
Appendix J: 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
11
,.
~..
"
R:\2007.()25S\OT.SA BID UGHTlNG\WPC\REPQRl\ltgRecRpt.flnaJ..R2-2009-04.23.doc
Appendices
BWR
fli!l'ltinl!-w.C,!n!')f
i
BR
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
.
-6 R
User and Job File Info~ation
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 Stoss
1/28/2008 1:52:16 AM
1. 95 . 2
26.35
Information
2
L
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
.
BWR
Luminaire Definition(s)
Pedestrian1
HL980130
Filename =
Lumens per Lamp =
Number of Lamps =
Lamp Lumen Depreciation (LLD) =
Lamp Dirt Depreciation (LDD) =
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
Pedestrian2
HL980130
Filename =
Lumens per Lamp =
Number of Lamps =
Lamp Lumen Depreciation (LLD) =
Lamp Dirt Depreciation (LDD) =
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
Cobrahead1
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= 2Y= 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
BWR
1n the Center
Con t .
Luminaire Definition(s)
Filename =
Lumens per Lamp =
Number of Lamps =
Lamp Lumen Depreciation (LLD) =
Lamp Dirt Depreciation (LDD) =
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
Shoebox
AE3536: 153 25V R3 SG
Filename
Lumens per Lamp =
Number of Lamps =
Lamp Lumen Depreciation (LLD) =
Lamp Dirt Depreciation (LDD) =
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.=
Off set =
Pole Mounted
Cobrahead2
LTL14271: 115 10S R3 DA
Filename =
Lumens per Lamp =
.
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= 1 Y= 1 Z= 1)
(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
.
B
R
in the
Cont.
Luminaire Definition(s)
Number of Lamps =
Lamp Lumen Depreciation (LLD) =
Lamp Dirt Depreciation (LDD) =
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: SalinaOowntownStreetLighting.A32
2/4/2008
5
BWR JI1 the Cente,
Luminaire Location(s)
Luminaire Locations
.project Name : project_l
Coordinates in Feet
Lurn. Aiming Point
No. Label X Y Z Orient Tilt Roll Spin ~ Y Z Status
1 pedestrianl 4915.85 6018.41 12 0 0 0 0 4915.85 6018.41 12 On
2 Pedestrianl 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 Pedestrianl 4989.4 5984.65 12 180 0 0 0 4989.4 5984.65 12 On
6 pedestrianl 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 Pedestrianl 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 Pedestrianl 4917.6 6646.3 12 0 0 0 0 491 7.6 6646.3 12 On
55 Pedestrianl 4917.3 6856.5 12 0 0 0 0 4917.3 6856.5 12 On
57 Pedestrianl 4917.08 6957 12 0 0 0 0 4917.08 6957 12 On
59 Pedestrianl 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 Pedestrianl 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 Pedestrianl 4861. 26 7564.44 12 90 0 0 0 4861. 26 7564.44 12 On
71 Pedestrianl 4769.47 7568.06 12 90 0 0 0 4769.47 7568.06 12 On
72 Pedestrianl 5052.22 7567.25 12 90 0 0 0 5052.22' 7567.25 12 On
73 Pedestrianl 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 O. 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
AGI32 - Copyright 1999-2006 by Lighting Analysts. Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
B R in the
Luminaire Location(s) Cont.
84 Pedestrian2 4917.28 7008.66 12 0 0 0 0 4917.28 7008.66 12 On
86 Pedestrian2 4915.29 6909.23 12 0 0 0 0 4915.29 6909.23 12 On
46 Pedestrian1 5030.67 6720.12 12 90 0 0 0 5030.67 6720.12 12 On
49 pedestrian2 5065.65 6789.95 12 270 0 0 0 5065.65 6789.95 12 On
50 Pedestrian2 5146.68 6789.57 12 270 0 0 0 5146.68 6789.57 12 On
53 pedestrian1 5115.11 6789.95 12 270 0 0 0 5115.11 6789.95 12 On
54 pedestrian1 5210.21 6789.19 12 270 0 0 0 5210.21 6789.19 12 On
47 Pedestrian1 5154.73 6712.45 12 90 0 0 0 5154.73 6712.45 12 On
48 Pedestrian1 5249.26 671B.5B 12 90 0 0 0 5249.26 671B.5B 12 On
51 Pedestrian2 5101.41 671B.43 12 90 0 0 0 5101.41 671B.43 12 On
52 pedestrian2 5223.15 6717.67 12 90 0 0 0 5223.15 6717.67 12 On
66 pedestrian2 4993.37 7323.41 12 1BO 0 0 0 4993.37 7323.41 12 On
67 pedestrian2 4993.14 7430.31 12 1BO 0 0 0 4993.14 7430.31 12 On
69 pedestrian2 4993.46 7541. B3 12 1BO 0 0 0 4993.46 7541. B3 12 On
7B Pedestrian1 4993.23 74B9.62 12 1BO 0 0 0 4993.23 74B9.62 12 On
BO Pedestrian1 4993.27 7374.73 12 1BO 0 0 0 4993.27 7374.73 12 On
B2 pedestrian1 4994.71 7163.57 12 1BO 0 0 0 4994.71 7163.57 12 On
B3 Pedestrian1 4992.99 7047.99 12 1BO 0 0 0 4992.99 7047.99 12 On
B5 Pedestrian1 4993.17 6932.91 12 180 0 0 0 4993.17 6932.91 12 On
56 Pedestrian2 4992.79 6B77. B6 12 180 0 0 0 4992.79 6B77.B6 12 On
5B Pedestrian2 4993.22 69B4.44 12 180 0 0 0 4993.22 69B4.44 12 On
60 pedestrian2 4993.99 709B.6 12 1BO 0 0 0 4993.99 709B.6 12 On
64 Pedestrian2 4996.4 7229.24 12 1BO 0 0 0 4996.4 7229.24 12 On
62 Pedestrian1 4994.2 72BO.96 12 1BO 0 0 0 4994.2 72BO.96 12 On
9 pedestrian2 4992.19 641B.OB 12 1BO 0 0 0 4992.19 641B.OB 12 On
32 Pedestrian1 5022.97 6392.B1 12 1BO 0 0 0 5022.97 6392.B1 12 On
3B Pedestrian2 4992.47 6529.B4 12 1BO 0 0 0 4992.47 6529.B4 12 On
36 Pedestrian1 4992.47 6476.23 12 180 0 0 0 4992.47 6476.23 12 On
43 Pedestrian1 4992.47 65B6.22 12 1BO 0 0 0 4992.47 65B6.22 12 On
45 Pedestrian2 4992.93 6642.14 12 1BO 0 0 0 4992.93 6642.14 12 On
B7 pedestrian1 5265.1B 6693.25 12 0 0 0 0 5265.1B 6693.25 12 On
B9 Pedestrian2 5325.23 664B.4B 12 1BO 0 0 0 5325.23 664B.4B 12 On
91 pedestrian2 5257.36 6580.62 12 0 0 0 0 5257.36 65BO.62 12 On
90 pedestrian1 5325.94 659B.3B 12 1BO 0 0 0 5325.94 659B.3B 12 On
92 Pedestrian2 5324.B7 6580.62 12 1BO 0 0 0 5324.B7 65BO.62 12 On
BB Pedestrian1 5256.65 6548.99 12 0 0 0 0 5256.65 654B.99 12 On
94 Pedestrian1 5392.88 6717.41 12 90 0 0 0 5392.BB 6717.41 12 qn
95 pedestrian1 5444.77 6716. B2 12 90 0 0 0 5444.77 6716. B2 12 On
96 Pedestrian2 5414.11. 6715.64 12 90 0 0 0 5414.11 6715.64 12 On
97 pedestrian1 5412.95 6B05.92 12 270 0 0 0 5412.95 6B05.92 12 On
9B pedestrian1 5505.94 6B07.07 12 270 0 0 0 5505.94 6B07.07 12 On
99 pedestrian2 5451.43 6B06.61 12 270 0 0 0 5451.43 6B06.61 12 On
100 Pedestrian1 5337.25 6B49.B6 12 1BO 0 0 0 5337.25 6B49.B6 12 On
101 Pedestrian1 5333.33 6924.79 12 180 0 0 0 5333.33 6924.79 12 On
102 Pedestrian2 5337.73 6BB1.94 12 180 0 .0 0 5337.73 6881. 94 12 On
103 pedestrian2 5336.0B 6959.92 12 1BO 0 0 0 5336.08 6959.92 12 On
104 pedestrian1 5255.5 6964.65 12 0 0 0 0 5255.5 6964.65 12 On
105 Pedestrian1 5256.92 7033.12 12 0 0 0 0 5256.92 7033.12 12 On
106 Pedestrian1 5257.4 7075.43 12 0 0 0 0 5257.4 7075.43 12 On
107 Pedestrian2 5256.45 6996.5 12 0 0 0 0 5256.45 6996.5 12 On
108 pedestrian2 5256.92 7048.B1 12 0 0 0 0 5256.92 7048.81 12 On.
109 pedestrian2 5256.45 7109.67 12 0 0 0 0 5256.45 7109.67 12 On
7
AGI32 - Copyright 1999-2006 by Lighting Analysts. Inc.
Job File: SalinaDowntownStreet.Lighting .A32
2/4/2008
[,
BWR
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 Pedestrian1 5191.31 6964.65 12 270 0 0 0 5191.31 6964.65 12 On
113 Pedestrian1 5239.81 7127.74 12 90 0 0 0 5239.81 7127.74 12 On
114 Pedestrian1 5174.66 7127.26 12 90 0 0 0 5174.66 7127.26 12 On
115 Pedestrian2 5157.55 7109.19 12 0 0 0 0 5157.55 7109.19 12 On
116 Pedestrian2 5139.48 7056.89 12 0 0 0 0 5139.48 7056.89 12 On
117 Pedestrian2 5138.53 6998.41 12 0 0 0 0 5138.53 6998.41 12 On
118 Pedestrian1 5138.05 7088.75 12 0 0 0 0 5138.05 7088.75 12 On
119 Pedestrian1 5139.48 7027.41 12 0 0 0 0 5139.48 7027.41 12 On
120 pedestrian1 5097.33 7123.34 12 0 0 0 0 5097.33 7123.34 12 On
121 pedestrian1 5060.48 7140.07 12 0 0 0 0 5060.48 7140.07 12 On
122 Pedestrian1 5027.55 7123.6 12 0 0 0 0 5027.55 7123.6 12 On
123 Pedestrian2 5025.2 7146.08 12 0 0 0 0 5025.2 7146.08 12 On
124 pedestrian2 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
134 Pedestrian2 5326.2 7338.01 12 180 0 0 0 5326.2 7338.01 12 On
135 Pedestrian2 5266.38 7357.15 12 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 Pedestrian1 5325.48 7502.14 12 0 0 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 pedestrian1 4749.06 5573.53 12 0 0 0 0 4749.06 5573.53 12 On
157 Pedestrian1 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 pedestrian1 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
-----------
r-----
BWR in
Luminaire Location(s) Cont.
273 pedestrian1 5257.06 6431.21 12 0 0 0 0 5257.06 6431. 21 12 On
274 Pedestrian1 5255.97 6389.01 12 0 0 0 0 5255.97 6389.01 12 On
275 pedestrian1 5222.54 6358.87 12 0 0 0 0 5222.54 6358.87 12 On
276 Pedestrian1 5264.74 6323.25 12 0 0 0 0 5264.74 6323.25 12 On
278 Pedestrian2 5265.2 6230.12 12 0 0 0 0 5265.2 6230.12 12 On
279 Pedestrian2 5227.52 6195.01 12 0 0 0 0 5227.52 6195.01 12 On
280 Pedestrian2 5172.72 6195.01 12 0 0 0 0 5172 . 72 6195.01 12 On
281 pedestrian1 5255.78 6195.01 12 0 0 0 0 5255.78 6195.01 12 On
282 pedestrian1 5200.97 6195.01 12 0 0 0 0 5200.97 6195.01 12 On
283 pedestrian1 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 pedestrian1 5325.46 6452.33 12 180 0 0 0 5325.46 6452.33 12 On
285 Pedestrian1 5325.46 6353.85 12 180 0 0 0 5325.46 6353.85 12 On
286 Pedestrian1 5324.39 6238.25 12 180 0 0 0 5324.39 6238.25 12 On
287 Pedestrian1 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 pedestrian1 5235.34 6596.6 12 0 0 0 0 5235.34 6596.6 12 On
299 pedestrian1 5174.47 6597.61 12 0 0 0 0 5174.47 6597.61 12 On
300 pedestrian1 5136.94 6557.03 12 0 0 0 0 5136.94 6557.03 12 On
262 pedestrian1 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 Pedestrian1 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 pedestrian1 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 pedestrian1 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 pedestrian1 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 Pedestrian1 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: SalinaDowntownStreetLighting.A32
2/4/2008
BWR in the Center
Luminaire Location(s) Cont.
320 pedestrian2 4846.8 6790.11 12 270 0 0 0 4846.8 6790.11 12 On
321 Pedestrian1 4585.6 6949.49 12 0 0 0 0 4585.6 6949.49 12 On
322 pedestrian1 4584.3 7064.88 12 0 0 0 0 4584.3 7064.88 12 On
323 Pedestrian1 4581.71 7166.66 12 0 0 0 0 4581. 71 7166.66 12 On
324 Pedestrian2 4584.3 7012.38 12 0 0 0 0 4584.3 7012.38 12 On
325 Pedestrian2 4584.3 7116.75 12 0 0 0 0 4584.3 7116.75 12 On
326 Pedestrian2 4654.32 6946.9 12 0 0 0 0 4654.32 6946.9 12 On
327 Pedestrian2 4654.32 7038.31 12 0 0 0 0 4654.32 7038.31 12 On
328 pedestrian2 4654.32 7138.14 12 0 0 0 0 4654.32 7138.14 12 On
329 pedestrian2 4758.69 6941. 07 12 0 0 0 0 4758.69 6941.07 12 On
330 pedestrian2 4771 7014.97 12 0 0 0 0 4771 7014.97 12 On
331 pedestrian2 4772.3 7140.73 12 0 0 0 0 4772 . 3 7140.73 12 On
332 pedestrian1 4702.94 6930.69 12 0 0 0 0 4702.94 6930.69 12 On
333 pedestrian1 4771 6977.37 12 0 0 0 0 4771 6977.37 12 On
334 pedestrian1 4771.65 7121.28 12 0 0 0 0 4771.65 7121.28 12 On
335 pedestrian1 4771 7156.94 12 0 0 0 0 4771 7156.94 12 On
336 Pedestrian1 4653.67 7096 12 0 0 0 0 4653.67 7096 12 On
337 pedestrian1 4654.32 7002 12 0 0 0 0 4654.32 7002 12 On
338 Pedestrian1 4653.67 7164.07 12 0 0 0 0 4653.67 7164.07 12 On
339 pedestrian2 4654.32 7203.6 12 0 0 0 0 4654.32 7203.6 12 On
340 Pedestrian2 4693.21 7252.87 12 0 0 0 0 4693.21 7252.87 12 On
341 Pedestrian2 4765.17 7193.88 12 0 0 0 0 4765.17 7193.88 12 On
342 pedestrian1 4654.32 7236.67 12 0 0 0 0 4654.32 7236.67 12 On
343 pedestrian1 4728.87 7253.52 12 0 0 0 0 4728.87 7253.52 12 On
344 Pedestrian1 4753.5 7228.24 12 0 0 0 0 4753.5 7228.24 12 On
346 pedestrian2 4584.71 7262.44 12 0 0 0 0 4584.71 7262.44 12 On
347 pedestrian2 4585.52 7359.68 12 0 0 0 0 4585.52 7359.68 12 On
348 Pedestrian1 4584.71 7313.49 12 0 0 0 0 4584.71 7313.49 12 On
350 pedestrian1 4645.48 7294.04 12 180 0 0 0 4645.48 7294.04 12 On
349 Pedestrian2 4646.29 7331.32 12 180 0 0 0 4646.29 7331.32 12 On
351 pedestrian1 4584.71 7409.91 12 0 0 0 0 4584.71 7409.91 12 On
352 Pedestrian1 4583.9 7526.6 12 0 0 0 0 4583.9 7526.6 12 On
353 pedestrian1 4643.05 7421.26 12 0 0 0 0 4643.05 7421.26 12 On
354 pedestrian1 4646.29 7548.48 12 0 0 0 0 4646.29 7548.48 12 On
355 Pedestrian2 4584.71 7460.15 12 0 0 0 0 4584.71 7460.15 12 On
356 pedestrian2 4646.29 7473.93 12 0 0 0 0 4646.29 7473.93 12 On
358 Shoebox 4918.89 7518.63 30 0 0 0 0 4918.89 7518.63 30 On
359 Shoebox 4993.93 7533.91 30 180 0 0 0 4993.93 7533.91 30 On
360 Shoebox 4916.85 7426.61 30 0 0 0 0 4916.85 7426.61 30 On
361 Shoebox 4993.25 7420.15 30 180 0 0 0 4993.25 7420.15 30 On
362 Shoebox 4918.21 7286.72 30 0 0 0 0 4918.21 7286.72 30 On
363 Shoebox 4994.27 7284.69 30 180 0 0 0 4994.27 7284.69 30 On
364 Shoebox 4916.28 7030.88 30 0 0 0 0 4916.28 7030.88 30 On
365 Shoebox 4992.79 7034.76 30 180 0 0 0 4992.79 7034.76 30 On
366 Shoebox 4915.2 6900.57 30 0 0 0 0 4915.2 6900.57 30 On
367 Shoebox 4992.84 6904.02 30 180 0 0 0 4992.84 6904.02 30 On
368 pedestrian2 5049.78 5937.77 12 270 0 0 0 5049.78 5937.77 12 On
369 Pedestrian2 5145.55 5938.63 12 270 0 0 0 5145.55 5938.63 12 On
370 Shoebox 4916.98 5772.73 30 0 0 0 0 4916.98 5772.73 30 On
371 Shoebox 4988.23 5803.07 30 180 0 0 0 4988.23 5803.07 30 On
372 Shoebox 4916.89 5644.61 30 0 0 0 0 4916.89 5644.61 30 On
373 Shoebox 4988.89 5645.31 30 180 0 0 0 4988.89 5645.31 30 On
12
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File, SalinaDowntownStreetLighting.A32
2/4/2008
I
I
BWRI
Luminaire Location(s) Cont.
374 Shoebox 4987.48 5528.35 30 180 0 0 0 4987.48 5528.35 30 On
375 Shoebox 4988.54 5400.88 30 180 0 0 0 4988.54 5400.88 30 On
376 Shoebox 4915.83 5400.17 30 0 0 0 0 4915.83 5400.17 30 On
377 Shoebox 4986.43 5257.24 30 180 0 0 0 4986.43 5257.24 30 On
378 Shoebox 4916.54 5130.45 30 0 0 0 0 4916.54 5130.45 30 On
379 Shoebox 4986.43 5130.1 30 180 0 0 0 4986.43 5130.1 30 On
380 Shoebox '4986.43 5123.08 30 180 0 0 0 4986.43 5123.08 30 On
381 Shoebox 5001.88 5105.52 30 270 0 0 0 5001. 88 5105.52 30 On
382 Shoebox 5034.54 5104.46 30 270 0 0 0 5034.54 5104.46 30 On
383 Shoebox 4897.22 5105.17 30 270 0 0 0 4897.22 5105.17 30 On
384 Shoebox 4885.98 5107.63 30 270 0 0 0 4885.98 5107.63 30 On
385 Shoebox 4789.19 5107.28 30 270 0 0 0 .4789.19 5107.28 30 On
386 . Shoebox 4762.59 5106.27 30 270 0 0 0 4762.59 5106.27 30 On
387 Shoebox 4691.87 5105.6 30 270 0 0 0 4691. 87 ,5105.6 30 On
388 Cobrahead1 4264.2 8489.47 30 0 0 0 0 4264.2 8489.47 30 On
389 Cobrahead1 4326.29 8463.52 30 270 0 0 0 4326.29 8463.52 30 On
390 Cobrahead1 4236.4 8394.94 30 90 0 0 0 4236.4 8394.94 30 On
391 Cobrahead1 4236.4 8394.94 30 270 0 0 0 4236.4 8394.94 30 On
392 Cobrahead1 4360.59 8394.01 30 90 0 0 0 4360.59 8394.01 30 On
393 Cobrahead1 4360.59 8392.16 30 270 0 0 0 4360.59 8392.16 30 On
394 Cobrahead1 4534.82 ~394.01 30 90 0 0 0 4534.82 8394.01 30 On
395 Cobrahead1 4521.85 8457.96 30 270 0 0 0 4521.85 8457.96 30 On
397 Cobrahead1 4658.09 8461.67 30 270 0 0 0 4658.09 8461. 67 30 On
398 Cobrahead1 4646.04 8400.5 30 180 0 0 0 4646.04 8400.5 30 On
399 Cobraheas:l1 4577.46 8318.94 30 180 0 0 0 4577.46 8318.94 30 On
400 Cobrahead1 4578.38 8318.94 30 0 0 0 0 4578.38 8318.94 30 On
396 Cobrahead1 4588.58 8479.28 30 0 0 0 0 4588.58 8479.28 30 On
401 Cobrahead1 4911.33 8567.7 30 0 0 0 0 4911.33 8567.7 30 On
402 Cobrahead1 4994.93 8470.17 30 220 0 0 0 4994.93 8470.17 30 On
403 Cobrahead1 4906.69 8395.87 ' 30 90 0 0 0 4906.69 8395.87 30 On
404 Cobrahead1 4988.98 8347.36 30 180 0 0 0 4988.98 8347.36 30 On
406 Cobrahead1 4920.12 8256.61 30 0 0 0 0 4920.12 8256.61 30 On
407 Cobrahead1 4993.11 8193.31 30 180 0 0 0 4993.11 8193.31 30 On
408 Cobrahead1 4919.15 8108.37 30 0 0 0 0 4919.15 8108.37 30 On
409 Cobrahead1 4993.66 8070.46 30 180 0 0 0 4993.66 8070.46 30 On
410 Cobrahead1 4917.61 7968.18 30 0 0 0 0 4917.61 7968.18 30 On
411 Cobrahead1 4992.57 7919.09 30 180 0 0 0 4992.57 7919.09 30 On
412 Cobrahead1 4917.83 7832.09 30 0 0 0 0 4917.83 7832.09 30 On
413 Cobrahead1 4992..57 7782.12 30 180 0 0 0 4992.57 7782.12 30 On
414 Cobrahead1 4919.59 7698.4 30 0 0 0 0 4919.59 7698.4 30 On
415 Cobrahead1 .4991.47 7652.81 30 180 0 0 0 4991.47 7652.81 30 On
416 CObrahead1 5080.59 7637.4 30 270 0 0 0 5080.59 7637.4 30 On
417 Cobrahead1 5065.87 7568.91 30 90 0 0 0 5065.87 7568.91 30 On
418 Cobrahead1 5159.35 7568.56 30 90 0 0 0 5159.35 7568.56 30 On
419 Cobrahead1 5155.93 7639.79 30 270 0 0 0 5155.93 7639.79 30 On
420 Cobrahead1 5250.11 7636..37 30 270 0 0 0 5250.11 7636.37 30 On
421 Cobrahead1 5254.21 7566.17 30 90 0 0 0 5254.21 7566.17 30 On
422 Cobrahead1 5328.19 7549.39 30 180 0 0 0 5328.19 7549.39 30 On
423 Cobrahead1 5340.52 7634.66 30 270 0 0 0 5340.52 7634.66 30 On
424 Cobrahead1 5453.18 7567.19 30 90 0 0 0 5453.18 7567.19 30 On
425 Cobrahead1 5265.87 7475.08 30 0 0 0 0 5265.87 7475.08 30 On
426 Cobrahead1 5324.42 7405.22 30 180 0 0 0 5324.42 7405.22 30 On
13
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaOowntownStreetLighting.A32
2/./2008
B R in tneCenter
Luminaire Location(s) Cont.
476 Pedestrianl 5172.47 6087.69 12 0 0 0 0 5172.47 6087.69 12 On
477 Pedestrian2 5264.87 6035.01 12 0 0 0 0 5264.87 6035.01 12 On
478 pedestrian2 5324.84 6061.75 12 0 0 0 0 5324.84 6061.75 12 On
479 Pedestrian2 5324.84 6007.45 12 0 0 0 0 5324.84 6007.45 12 On
480 Pedestrian2 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 Cobraheadl 5263.08 6659.53 30 0 0 0 0 5263.08 6659.53 30 On
492 Cobraheadl 5472 .1 6789.73 30 270 0 0 0 5472.1 6789.73 30 On
493 Cobraheadl 5723.43 6785.28 30 270 0 0 0 5723.43 6785.28 30 On
494 Cobraheadl 4531.75 7644.39 30 270 0 0 0 4531.75 7644.39 30 On
495 Cobraheadl 4577.83 7715.54 30 0 0 0 0 4577.83 7715.54 30 On
496 Cobraheadl 4577.15 7714.86 30 180 0 0 0 4577.15 7714.86 30 On
497 Cobraheadl 4642.87 7793.46 30 180 0 0 0 4642.87 7793.46 30 On
498 Cobraheadl 4663.2 7639.65 30 270 0 0 0 4663.2 7639.65 - 30 On
499 Cobraheadl 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 Cobraheadl 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 \565.79 30 On
503 Cobraheadl 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 Cobraheadl 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 7644.39 30 On
510 Cobraheadl 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 4829.37 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 Cobraheadl 4643.93 7942.59 30 180 0 0 0 4643.93 - 7942.59 30 On
516 Cobraheadl 4577.63 8018.32 30 0 0 0 0 4577.63 8018.32 30 On
517 Cobraheadl 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 Cobraheadl 4641.61 8094.97 30 180 0 0 0 4641.61 8094.97 30 On
521 Cobraheadl 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 Cobraheadl 5136.85 80j9.88 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 the:
Luminaire Location(s) Cont.
528 Cobrahead1 5578.21 8457.27 30 270 0 0 0 5578.21 8457.27 30 On
529 Cobrahead1 4643.32 7414.84 30 180 0 0 O. 4643.32 7414.84 30 On
530 Cobrahead1 4586.65 7369.88 30 0 0 0 0 4586.65 7369.88 30 On
531 Cobrahead1 4585.92 7234.68 30 0 0 0 0 4585.92 7234.68 30 On
532 Cobrahead1 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 Cobrahead1 4255.5 7289.62 30 0 0 0 0 4255.5 7289.62 30 On
535 Cobrahead1 4254.06 7091.52 30 0 0 0 0 4254.06 7091. 52 30 On
536 Cobrahead1 4311.9 7192.74 30 180 0 0 0 4311.9 7192.74 30 On
537 Cobrahead1 4405.89 7132 30 180 0 0 0 4405.89 7132 30 On
538 Cobrahead1 4449.27 7115.38 30 180 0 0 0 4449.27 7115.38 30 On
539 Cobrahead1 4585.92 7107.42 30 0 0 0 0 4585.92 7107.42 30 On
540 Cobrahead1 4311.17 7001.86 30 180 0 0 0 4311.17 7001.86 30 On
541 Cobrahead1 4455.05 7023.55 30 0 0 0 0 4455.05 7023.55 30 On
542 Cobrahead1 4586.64 6993.19 30 0 0 0 0 4586.64 6993.19 30 On
543 Cobrahead1 4644.48 6912.94 30 180 0 0 0 4644.48 6912.94 30 On
544 Cobrahead1 4444.2 6904.26 30 180 0 0 0 4444.2 6904.26 30 On
545 Cobrahead1 4253.32 6907.88 30 0 0 0 0 4253.32 6907.88 30 On
546 Cobrahead1 4310.45 6811.72 30 180 0 0 0 4310.45 6811.72 30 On
547 Cobrahead1 4243.21 6719.9 30 90 0 0 0 4243.21 6719.9 30 On
548 Cobrahead1 4333.59 6788.58 30 270 0 0 0 4333.59 6788.58 30 On
549 Cobrahead1 4497.7l 6788.58 30 270 0 0 0 4497.71 6788.58 30 On
550 Cobrahead1 4420.35 6719.9 30 90 0 0 0 4420.35 6719.9 30 On
551 Cobrahead1 4838.25 6788.58 30 270 0 0 0 4838.25 6788.58 30 On
552 Cobrahead1 4251.16 6694.59 30 0 0 0 0 4251.16 6694.59 30 On
553 Cobrahead1 4309 6603.49 30 180 0 0 0 4309 6603.49 30 On
554 Cobrahead1 4256.17 6492.16 30 0 0 0 0 4256.17 6492.16 30 On
555 Cobrahead1 4437.78 6534.42 30 0 0 0 0 4437.78 6534.42 30 On
556 Cobrahead1 4310.46 6391.63 30 180 0 0 0 4310.46 6391.63 30 On
557 Cobrahead1 4470.7 6349.67 30 0 0 0 0 4470.7 6349.67 30 On
558 Cobrahead1 4441.94 6298.29 30 0 0 0 0 4441.94 6298.29 30 On
559 Cobrahead1 4305.06 5340.97 30 318.8920 0 0 4305.06 5340.97 30 On
560 Cobrahead1 4256.16 5037.86 30 45 0 0 0 4256.16 5037.86 30 On
561 Cobrahead1 4340.28 5113.14 30 270 0 0 0 4340.28 5113.14 30 On
562 .Cobrahead1 4458.04 5056.36 30 90 0 0 0 4458.04 5056.36 30 On
563 Cobrahead1 4568.24 5108.09 30 270 0 0 0 4568.24 5108.09 30 On
564 Cobrahead1 4634.69 5041. 63 30 180 0 0 0 4634.69 5041. 63 30 On
565 Cobrahead1 4770.17 4983.8 30 90 0 0 0 4770.17 4983.8 30 On
566 Cobrahead1 4808.55 5052.67 30 90 0 0 0 4808.55 5052.67 30 On
567 Cobrahead1 4919.48 5039.53 30 35 0 0 0 4919.48 5039.53 30 On
568 Cobrahead1 5111.32 5104.55 30 270 0 0 0 5111.32 5104.55 30 On
569 Cobrahead1 5143.93 5105.29 30 270 0 0 0 5143.93 5105.29 30 On
570 Cobrahead1 5250.69 5103.33 30 270 0 0 0 5250.69 5103.33 30 On
571 Cobrahead1 5263.99 5052.42 30 0 0 0 0 5263.99 5052.42 30 On
572 Cobrahead1 5334.85 5171. 29 30 40 0 0 0 5334.85 5171.29 30 On
573 Pedestrian1 5268;91 5119.81 12 0 0 0 0 5268.91 5119.81 12 On
574 Cobrahead1 5452.27 5226.43 30 230 0 0 0 5452.27 5226.43 30 On
575 Cobrahead1 5581 5104.41 30 270 0 0 0 5581 5104.41 30 On
576 Cobrahead1 5313.32 5336.59 30 180 0 0 0 5313.32 5336.59 30 On
577 Cobrahead1 5652.02 5365.27 30 180 0 0 0 5652.02 5365.27 30 On
405 Cobrahead1 5262.97 8464.43 30 270 0 0 0 5262.97 8464.43 30 On
578 Cobrahead1 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 in the Center
Luminaire Location(s) Cont.
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 Cobrahead2 4991.33 6795.7 30 225 0 0 0 4991.33 6795.7 30 On
585 Cobrahead2 4913.16 6795.7 30 320 0 0 0 4913 .16 6795.7 30 On
586 Cobrahead2 4912.34 6710.13 30 50 0 0 0 4912.34 6710.13 30 On
587 Cobrahead2 4991.33 6710.96 30 145 0 0 0 4991. 33 6710.96 30 On
591 Cobrahead2 4579.1 6794.88 30 320 0 0 0 4579.1 6794.88 30 On
589 Cobrahead2 4643.28 6710.13 30 142.4630 0 0 4643.28 6710.13 30 On
588 Cobrahead2 4578.28 6711.78 30 45.063 0 0 0 4578.28 6711.78 30 On
590 Cobrahead2 4643.59 6796.08 30 225 0 0 0 4643.59 6796.08 30 On
592 Cobrahead2 4911.53 5944.72 30 321.707 0 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 Cobraheadl 5268.55 5567.93 30 0 0 0 0 5268.55 5567.93 30 On
597 Cobraheadl 4587.36 5740.41 30 0 0 0 0 4587.36 5740.41 30 On
598 Cobraheadl 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 On Off Total
pedestrianl 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; SalinaOOwntownStreetLighting.A32
2/4/2008
BWR
Expanded Luminaire Location(s)
Expanded Luminaire Locations
Project Name : Project 1
Coordinates in Feet
(TCF/D Tilted Lamp Correction Factor * Dimming Factor)
Lum. Group Aiming Point
No. Label Label X Y Z Orient Tilt Roll Spin X y Z TCF/D Status
1 Pedestrianl 4915.85 6018.41 12 0 0 0 0 4915.85 6018.41 0 1 On
2 pedestrian1 4915.8 6128.21 12 0 0 0 0 4915.8 6128.21 0 1 On
3 Pedestrian1 4916.14 6237.06 12 0 0 0 0 4916.14 6237.06 0 1 On
4 Pedestrian1 4915.55 6338.96 12 0 0 0 0 4915.55 6338.96 0 1 On
5 Pedestrian1 4989.4 5984.65 12 180 0 0 0 -4989.4 5984.65 0 1 On
6 pedestrian1 4990.03 6075.89 12 180 0 0 0 4990.03 6075.89 0 1 On
7 Pedestrian1 4991. 85 6183.15 12 180 0 0 0 4991.85 6183.15 0 1 On
8 pedestrian1 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 O. 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
"-':,1.
B R 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 pedestrian2 4917.28 7008.66 12 0 0 0 0 4917.28 7008.66 0 1 On
86 Pedestrian2 4915.29 6909.23 12 0 0 0 0 4915.29 6909.23 0 1 On
46 pedestrian1 5030.67 6720.12 12 90 0 0 0 5030.67 6720.12 0 1 On
49 Pedestrian2 5065.65 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 pedestrian1 5115.11 6789.95 12 270 0 0 0 5115.11 6789.95 0 1 On
54 Pedestrian1 5210.21 6789.19 12 270 0 0 0 5210.21 6789.19 0 1 On
47 pedestrian1 5154.73 6712.45 12 90 0 0 0 5154.73 6712.45 0 1 On
48 pedestrian1 5249.26 6718.58 12 90 0 0 0 5249.26 6718.58 0 1 On
51 pedestrian2 5101.41 6718.43 12 90 0 0 0 5101.41 6718.43 0 1 On
52 pedestrian2 5223.15 6717.67 12 90 0 0 0 5223.15 6717.67 0 1 On
66 Pedestrian2 4993.37 7323.41 12 180 0 0 0 4993.37 7323.41 0 1 On
67 pedestrian2 4993.14 7430.31 12 180 0 0 0 4993.14 7430.31 0 1 On
69 Pedestd.an2 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 pedestrian1 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 l' On
36 pedestrian1 4992.47 6476.23 12 180 0 0 0 4992.47 6476.23 0 i On
43 Pedestrian1 4992.47 6586.22 12 180 0 0 0 4992.47 6586.22 0 1 On
45 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 Pedestrian1 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
104 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
AGI32 - Copyright 1999-2006 'by Lighting Analysts. Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
,
BWR r
Expanded Luminaire Location(s) Cont.
109 Pedestrian2 5256.45 7109.67 12 0 0 0 0 5256.45 7109.67 0 1 On
110 Pedestrian2 5207.95 7127.26 12 90 0 0 0 5207.95 7127.26 0 1 On
111 Pedestrian2 5223.16 6964.65 12 270 0 0 0 5223.16 6964.65 0 1 On
112 Pedestrian1 5191.31 6964.65 12 270 0 0 0 5191-.31 6964.65 0 1 On
113 pedestrian1 5239.81 7127.74 12 90 0 0 0 5239.81 7127.74 0 1 On
114 pedestrian1 5174.66 7127.26 12 90 0 0 0 5174.66 7127.26 0 1 On
115 pedestrian2 5157.55 7109.19 12 0 0 0 0 5157.55 7109.19. 0 1 On
116 pedestrian2 5139.48 7056.89 12 0 0 0 0 5139.48 7056.89 0 1 On
117 pedestrian2 5138.53 6998.41 12 0 0 0 0 5138.53 6998.41 0 1 On
118 Pedestrian1 5138.05 7088.75 12 0 0 0 0 5138.05 7088.75 0 1 On
119 pedestrian1 5139.48 7027.41 12 0 0 0 0 5139.48 7027.41 0 1 On
120 pedestrian1 5097.33 7123.34 12 0 0 0 0 5097.33 7123.34 0 1 On
121 pedestrian1 5060.48 7140.07 12' 0 0 0 0 5060.48 7140.07 0 1 On
122 pedestrian1 5027.55 7123.6 12 0 0 0 0 5027.55 7123.6 0 1 On
123 pedestrian2 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 Pedestrian1 5264.86 7158.1 12 0 0 0 0 5264.86 7158.1 0 1 On
125 Pedestrian2 5141.33 7180.57 12 0 0 0 0 5141. 33 7180.57 0 1 On,
127 pedestrian1 5141.33 7211 . 7 12 0 0 0 0 5141. 33 7211.7 0 1 On
128 pedestrian2 5265.88 7236.72 12 0 0 0 0 5265.88 7236.72 0 1 On
129 Pedestrian1 5266.38 7314.08 12 0 0 0 0 5266.38 7314.08 0 1 On
130 pedestrian1 5266.38 7412.98 12 0 0 0 0 5266.38 7412.98 0 1 On
131 Pedestrian1 5326.2 7290.95 12 180 0 0 0 5326.2 7290.95 0 1 On
132 pedestrian1 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 7451. 27 12 180 0 0 0 5326.2 7451.27 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 Pedestrian1 5264.62 7550.19 12 0 0 0 0 5264.62 7550.19 0 1 On
140 pedestrian1 5325.48 7502.14 12 0 0 0 0 5325.48 7502.14 0 1 On
141 Pedestrian1 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 5707.33 0 1 On
155 pedestrian1 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 pedestrian1 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 Pedestrian1 4768.64 5423.4 12 0 0 0 0 4768.64 5423.4 0 1 On
162 Pedestrian1 4650.33 5388.32 12 0 0 0 0 4650.33 5388.32 0 1 On
20
AGI32 - Copyright 1999~2006 by Lighting Analysts. Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
BWR
Expanded Luminaire Location{s} Cant.
163 pedestrian1 4715.61 5372 12 0 0 0 0 4715.61 5372 0 1 On
164 Pedestrian2 4690.31 5372 12 0 0 0 0 4690.31 5372 0 1 On
165 pedestrian2 4722.95 5393.21 12 0 0 0 0 4722.95 5393.21 0 1 On
166 pedestrian2 4651.15 5425.85 12 0 0 0 0 4651.15 5425.85 0 1 On
167 Pedestrian2 4647.07 5506.63 12 0 0 0 0 4647.07 5506.63 0 1 On
168 Pedestrian2 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 Pedestrian2 4769.46 5454.41 12 0 0 0 0 4769.46 5454.41 0 1 On
171 pedestrian2 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 pedestrian2 4769.46 5677 .15 12 0 0 0 0 4769.46 5677.15 0 1 On
174 Pedestrian2 4747.43 5738.35 12 0 0 0 0 4747.43 5738.35 0 1 On
175 Pedestrian2 4653.6 5723.66 12 0 0 0 0' 4653.6 5723.66 0 1 On
176 Pedestrian2 4652.78 5824.02 12 0 0 0 0 4652.78 5824.02 0 1 On
177 pedestrian2 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 pedestrian1 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 Pedestrian1 4915.38 5268.69 12 0 0 0 0 4915.38 5268.69 0 1 On
206 pedestrian1 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: SalinaDowntownStreetLighting .A32
2/4/2008
BWR in
Expanded Luminaire Location(s) Con t .
215 pedestrian2 5127.74 5590.75 12 0 0 0 0 5127.74 5590.75 0 1 On
216 pedestrian1 5261.55 5619 12 0 0 0 0 5261. 55 5619 0 1 On
217 pedestrian1 5263.15 5520.38 12 0 0 0 0 5263.15 5520.38 0 1 On
218 Pedestrian1 5266.88 5432.42 12 0 0 0 0 5266.88 5432.42 0 1 On
219 Pedestrian1 5129.34 5558.23 12 0 0 0 0 5129.34 5558.23 0 1 On
220 Pedestrian1 5130.41 5627 12 0 0 0 0 5130.41 5627 0 1 On
222 pedestrian2 4794.19 5937.79 12 270 0 0 0 4794.19 5937.79 0 1 On
221 pedestrian2 4733.25 5939.55 12 270 0 0 0 4733.25 5939.55 0 1 On
223 pedestrian1 4643.15 5980.18 12 180 0 0 0 4643.15 5980.18 0 1 On
224 Pedestrian1 4579.56 6021.7 12 0 0 0 0 4579.56 6021.7 0 1 On
225 Pedestrian1 4652.87 6070.28 12 180 0 0 0 4652.87 6070.28 0 1 On
226 Pedestrian1 4652.34 6125.64 12 180 0 0 0 4652.34 6125.64 0 1 On
227 pedestrian1 4583.34 6145.87 12 0 0 0 0 4583.34 6145.87 0 1 On
228 Pedestrian1 4582.72 6256.12 12 0 0 0 0 4582.72 6256.12 0 1 On
229 Pedestrian2 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 Pedestrian1 4643.91 6245.28 12 180 0 0 0 4643.91 6245.28 0 1 On
236 pedestrian1 4582.86 6355.09 12 0 0 0 0 4582.86 6355.09 0 1 On
237 pedestrian1 4684.43 6304.85 12 0 0 0 0 4684.43 6304.85 0 1 On
238 pedestrian1 4650.57 6357.64 12 180 0 0 0 4650.57 6357.64 0 1 On
239 pedestrian1 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 O' 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 pedestrian1 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 Pedestrian1 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
1--
BWR In
Expanded Luminaire Location(s) Cont.
272 Pedestrian1 5257.06 6483.27 12 0 0 0 0 5257.06 6483.27 0 1 On'
273 Pedestrian1 5257.06 6431.21 12 0 0 0 0 5257.06 6431.21 0 1 On
274 Pedestrian1 5255.97 6389.01 12 0 0 0 0 5255.97 6389.01 0 1 On
275 pedestrian1 5222.54 6358.87 12 0 0 0 0 5222.54 6358.87 0 1 On
276 pedestrian1 5264.74 6323.25 12 0 0 0 0 5264.74 6323.25 0 1 On
278 pedestrian2 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 Pedestrian2 5172.72 6195.01 12 0 0 0 0 5172.72 6195.01 0 1 On
281 Pedestrian1 5255.78 6195.01 12 0 0 0 0 5255.78 619?01 0 1 On
282 Pedestrian1 5200.97 6195.01 12 0 0 0 0 5200.97 6195.01 0 1 On
283 pedestrian1 5147.03 6195.01 12 0 0 0 0 514 7.03 6195.01 0 1 On
277 Pedestrian2 5256.63 6166.75 12 0 0 0 0 5256.63 6166.75 0 1 On
284 pedestrian1 5325.46 6452.33 12 180 0 0 0 5325.46 6452.33 0 1 On
285 pedestrian1 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 6161.18 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 pedestrian1 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
264 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
304 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 Pedestrian1 4486.44 6791.37 12 270 0 0 0 4486.44 6791. 37 0 1 On
310 pedestrian1 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 pedestrian1 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
BWR in the Center
Expanded Luminaire Location(s) Con t .
319 Pedestrian1 4800.05 6789.44 12 270 0 0 0 4800.05 6789.44 0 1 On
320 Pedestrian2 4846.8 6790.11 12 270 0 0 0 4846.8 6790.11 0 1 On
321 Pedestrian1 4585.6 6949.49 12 0 0 0 0 4585.6 6949.49 0 1 On
322 Pedestrian1 4584.3 7064.88 12 0 0 0 0 4584.3 7064.88 0 1 On
323 pedestrian1 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 pedestrian2 4654.32 6946.9 12 0 0 0 0 4654.32 6946.9 0 1 On
327 Pedestrian2 4654.32 7038.31 12 0 0 0 0 4654.32 7038.31 0 1 On
328 Pedestrian2 4654.32 7138.14 12 0 0 0 0 4654.32 7138.14 0 1 On
329 Pedestrian2 4758.69 6941.07 12 0 0 0 0 4758.69 6941. 07 0 1 On
330 Pedestrian2 4771 7014.97 12 0 0 0 0 4771 7014.97 0 1 On
331 Pedestrian2 4772.3 7140.73 12 0 0 0 0 4772.3 7140.73 0 1 On
332 Pedestrian1 4702.94 6930.69 12 0 0 0 0 4702.94 6930.69 0 1 On
333 pedestrian1 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 4'928.98 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 .An
2/4/2008
BWR
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 Cobrahead1 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 Cobrahead1 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 0 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 Cobrahead1 4981.66. 8070.46 30 180 0 0 0 4981.66 8070.46 0 1 On
410 Cobrahead1 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 Cobrahead1 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 Cobraheadi 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 Cobrahead.1 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 Cobrahead1 5254.21 7578.17 30 90 0 0 0 5254.21 7578.17 0 1 On
422 Cobrahead1 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 in the Center
Expanded Luminaire Location(s) Cont.
426 Cobrahead1 5312.42 7405.22 30 180 0 0 0 5312.42 7405.22 0 1 On
427 Cobrahead1 5319.27 7254.55 30 180 0 0 0 5319.27 7254.55 0 1 On
428 Cobrahead1 5278.89 7205.24 30 0 0 0 0 5278.89 7205.24 0 1 On
429 Cobrahead1 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 Cobrahead1 5279.58 7066.91 30 0 0 0 0 5279.58 7066.91 0 1 On
432 Cobrahead1 5319.61 7005.61 30 180 0 0 0 5319.61 7005.61 0 1 On
433 Cobrahead1 5279.58 6941.93 30 0 0 0 0 5279.58 6941. 93 0 1 On
434 Cobrahead1 5317.56 6885.42 30 180 0 0 0 5317.56 6885.42 0 1 On
435 Cobrahead1 5156.97 6775.48 30 270 0 0 0 5156.97 6775.48 0 1 On
436 Cobrahead1 5079.24 6731.68 30 90 0 0 0 5079.24 6731.68 0 1 On
437 Cobrahead1 4727.62 6731.7 30 90 0 0 0 4727.62 6731.7 0 1 On
438 Cobrahead1 4599.26 6704.8 30 0 0 0 0 4599.26 6704.8 0 1 On
439 Cobrahead1 4631.19 6688.49 30 180 0 0 0 4631.19 6688.49 0 1 On
440 Cobrahead1 4598.09 6610.41 30 0 0 0 0 4598.09 6610.41 0 1 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 4661.6 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 Cobrahead1 5467.33 6052.84 30 0 0 0 0 5467.33 6052.84 0 1 On
468 Cobrahead1 5335.38 5925.75 30 270 0 0 0 5335.38 5925.75 0 1 On
469 Cobrahead1 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 Pedest:dan1 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 pedestrian1 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 in the- Ce-nter
Expanded Luminaire Location(s) Cont .
475 Pedestrian1 5225.96 6086.88 12 0 0 0 0 5225.96 6086.88 0 1 On
476 pedestrian1 5172.47 6087.69 12 0 0 0 0 5172.47 60.87.69 0 1 On
477 Pedestrian2 5264.87 6035.01 12 0 0 0 0 5264.87 6035.01 0 1 On
478 Pedestrian2 5324.84 6061.75 12 0 0 0 0 5324.84 6061.75 0 1 On
479 Pedestrian2 5324.84 6007.45 12 0 0 0 0 5324.84 6007.45 0 1 On
480 pedestrian2 5199.22 6086.07 12 0 0 0 0 5199.22 6086.07 0 1 On
481 Pedestrian2 5146.54 6087.69 12 0 0 0 0 5146.54 6087.69 0 1 On
482 Cobrahead1 5466.52 6152.52 30 0 0 0 0 5466.52 6152.52 0 1 On
483 Cobrahead1 5588.25 5893.83 30 90 0 0 0 5588.25 5893.83 0 1 On
\ 484 Cobrahead1 5655.52 5890.59 30 90 0 0 0 5655;52 5890.59 0 1 On
485 Cobrahead1 5610.75 6200.5 30 0 0 0 0 5610.75 6200.5 0 1 On
486 Cobrahead1 5279.07 6247 30 0 0 0 0 5279.07 6247 0 1 On
487 Cobrahead1 5312.3 6301.56 30 180 0 0 0 5312.3 6301.56 0 1 On
488 Cobrahead1 5312.41 6167.91 30 180 0 0 0 5312.41 6167.91 0 1 On
489 Cobrahead1 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 Cobrahead1 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
Expanded Luminaire Location(s) Cont.
527 Cobrahead1 5135.64 7954.51 30 90 0 0 0 5135.64 7954.51 0 1 On
528 Cobrahead1 5578.21 8445.27 30 270 0 0 0 5578.21 8445.27 0 1 On
529 Cobrahead1 4631. 32 7414.84 30 180 0 0 0 4631.32 7414.84 0 1 On
530 Cobrahead1 4598.65 7369.88 30 0 0 0 0 4598.65 7369.88 0 1 On
531 Cobrahead1 4597.92 7234.68 30 0 0 0 0 4597.92 7234.68 0 1 On
532 Cobrahead1 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 Cobrahead1 4267.5 7289.62 30 0 0 0 0 4267.5 7289.62 0 1 On
535 Cobrahead1 4266.06 7091.52 30 0 0 0 0 4266.06 7091. 52 0 1 On
536 Cobrahead1 4299.9 7192.74 30 180 0 0 0 4299.9 7192.74 0 1 On
537 Cobrahead1 4393.89 7132 30 180 0 0 0 4393.89 7132 0 1 On
538 Cobrahead1 4437.27 7115.38 30 180 0 0 0 4437.27 7115.38 0 1 On
539 Cobrahead1 4597.92 7107.42 30 0 0 0 0 4597.92 7107.42 0 1 On
540 Cobrahead1 4299.17 7001.86 30 180 0 0 0 4299.17 7001. 86 0 1 On
541 Cobrahead1 4467.05 7023.55 30 0 0 0 0 4467.05 7023.55 0 1 On
542 Cobrahead1 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 O. 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 Cobrahead1 4263.16 6694.59 30 0 0 0 0 4263.16 6694.59 0 1 On
553 Cobrahead1 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 Cobrahead1 4449.78 6534.42 30 0 0 0 0 4449.78 6534.42 0 1 On
556 Cobrahead1 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 Cobrahead1 4453.94 6298.29 30 0 0 0 . .0 4453.94 6298.29 0 1 On
559 Cobrahead1 4314.102 5333.08 30 318.8920 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 5101.14 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 Cobrahead1 5143.93 5093.29 30 270 0 0 0 5143.93 5093.29 0 l' On
570 Cobrahead1 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 Cobrahead1 5344.043 5179.003 30 40 0 0 0 5344.043 5179.003 0 1 On
573 Pedestrian1 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 Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
1---
BWR Center
Expanded Luminaire .Location(s) Cont.
578 Cobrahead1 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 Cobrahead2 5270.21 6789.647 30 325 0 0 0 5270.21 6789.647 0 1 On
583 Cobrahead2 5316.075 6786.395 30 225 0 0 0 5316.075 6786.395 0 1 On
584 Cobrahead2 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 Cobrahead2 4920.053 6719.323 30 50 0 0 0 4920.053 6719.323 0 1 On
587 Cobrahead2 4981. 5 6717.843 30 145 0 0 0 4981.5 6717.843 0 1 On
591 Cobrahead2 4588.293 6787.167 30 320 0 0 0 4588.293 6787.167 0 1 On
589 Cobrahead2 4633.764 6717.44J. 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 30 321.707 0 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
594 Cobrahead2 4983.385 5886.422 30 143.652 0 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 O. 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_l
Label On Off Total
pedestrian1 1 0 181
Pedestrian2 1 0 167
Cobrahead1 1 0 174
Shoebox 1 0 48
Cobrahead2 1 0 18
29
AGI32 - Copyright 1999-2006 by Lighting Analysts. Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
BWR
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
AvglMin
MaxiMin
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
AvglMin
MaxiMin
10
10
270
o
Horizontal
(Fc)
0.01
0.1
0.0
0.00
0.00
10
10
270
o
Horizontal
(Fc)
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
AGI32 - Copyright 1999-2006 by Lighting Analysts. Inc.
Job File: Sal~naDowntownStreetLighting.A32 .
2/4/2008
30
B
R
in
Cont.
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
(Fc)
1.48
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 Til t =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fc)
0.45
1.1
0.1
4.50
11.00
Intersection - 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 - 8th&7th
Project: project_1
3 Pt. Grid
10
10
o
o
Horizontal
(Fc)
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
Numeric Summary
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
AvglMin
MaxiMin
Cont.
10
10
270
o
Horizontal
(Fc)
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
AvglMin
MaxiMin
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
Horizontal
(Fc)
0.18
0.5
0.0
0.00
0.00
10
10
o
180
Horizontal
(Fc)
0.07
0.5
0.0
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File, SalinaDowntownStreetLighting.A32
2/4/2008
32
BWR
in
Cont.
Numeric Summary
Avg/Min
Max/Min
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
Max/Min
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
Max/Min
Mulberry - 7th&SantaFe
Mulberry - 7th&SantaFe
Project: project_1
3 Pt. Grid
Coordinates in Feet
10
10
o
o
Horizontal
(Fc)
0.33
0.6
0.1
3.30
6.00
10
10
o
180
Horizontal
(Fc)
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
B R
Numeric Summary
Grid Orient
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
Cont.
270
o
Horizontal
(Fc)
1.22
2.4
0.5
2.44
4.80
Santa Fe - Walnut&Mulberry
Santa Fe - Walnut &Mulberry
Project: project_l
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_l
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
180
Horizontal
(Fc)
0.60
1.5
0.1
6.00
15.00
10
10
270
o
Horizontal
(Fc)
0.65
1.9
0.2
3.25
9.50
34
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: salinabowntownStreetLighting.A32
2{4{2008
1--
BWR
Numeric Summary
Con t .
Intersection - Mulberry&5th
Intersection - Mulberry&5th
Project: project_l
Polygon
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
AvglMin
MaxiMin
5th - Walnut&Mulberry
5th - Walnut&Mulberry
Project: project_l
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
AvglMin
MaxiMin
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_l
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
the
'\
Numeric Summary
Cont.
Illuminance Values
Average
Maximum
Minimum
AvglMin
MaxiMin
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 Til t =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
AvglMin
MaxiMin
(Fc)
0.12
0.5
0.0
0.00
0.00
10
10
270
o
Horizontal
(Fc)
0.06
0.5
0.0
0.00
0.00
4th - Walnut&Mulberry
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
AvglMin
MaxiMin
Walnut - 5th&4th
Walnut - 5th&4th
Project: project~l
3 Pt. Grid
10
10
o
180
Horizontal
(Fc)
0.04
0.5
0.0
0.00
0.00
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
36
BWR
in the; Genter
Con t .
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
10
10
270
o
Horizontal
(Fc)
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 Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
10
10
o
o
Horizontal
(Fc)
0.27
0.6
0.0
0.00
0.00
Intersection - Walnut&Sth
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
(Fc)
0.49
0.7
0.2
37
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
BWR
in
Cont.
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 Til t =
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
2.45
3.50
10
10
270
o
Horizontal
(Fc)
0.16
1.5
0.0
0.00
0.00
10
10
o
o
Horizontal
(Fc)
0.10
0.5
0.0
0.00
0.00
Point Spacing L-R 10
Point Spacing T-B 10
38
AG132 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
BWR
in
Cont.
Numeric Swmnary
Grid orient
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
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
Max/Min
o
180
Horizontal
(Fc)
0.22
1.1
0.0
0.00
0.00
10
10.
0.
o
Horizontal
(Fc).
0..13
0.5
0.0.
0.00.
0.0.0
10
10
270
0.
Horizontal
(Fc)
0..22
0.7
0.1
2.20.
7.0.0.
39
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
BWR
in the Center
Con t .
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
AvglMin
MaxiMin
Iron - SantaFe&5th
Iron - SantaFe&5th
Project: project_l
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
AvglMin
MaxiMin
5th - Ash&Iron
5th - Ash&Iron
Project: project_1
3 Pt. Grid
Coordinates in Feet
l
L-R
T-B
Point Spacing
Point Spacing
Grid Orient =
Grid Til t =
Meter Type =
10
10
o
o
Horizontal
(Fc)
1.82
3.3
0.9
2.02
3.67
10
10
270
o
Horizontal
(Fc)
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
BWR
Con t .
Numeric Swmnary
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 =
(Fc)
0.33
1.2
0.1
3.30
12.00
10
10
o
180
Horizontal
(Fc)
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 =
Max/Min =
Ash - SantaPe&Sth
Ash - SantaFe&5th
Project: project_1
3 Pt. ~rid
10
10
o
o
Horizontal
(Fc)
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
in the
Cont.
Numeric Summary
Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
Illuminance Values
Average
Maximum
Minimum
AvglMin
MaxiMin
Intersection - Ash&5th
Intersection - Ash&5th
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
AvglMin
MaxiMin
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
10
10
270
o
Horizontal
(Fc)
0.64
2.1
0.3
2.13
7.00
10
10
o
o
Horizontal
(Fc)
0.43
0.9
0.2
2.15
4.50
10
10
o
180
Horizontal
(Fc)
0.04
0.5
0.0
42
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job ,File: SalinaDowntownStreetLighting.A32
2/4/2008
BWR
in
Con t .
Numeric Summary
AvglMin
MaxiMin
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
AvglMin
MaxiMin
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
AvglMin
MaxiMin
Intersection - Ash&7th
Intersection - Ash&7th
Pr~ject: project_1
Polygon
Coordinates in Feet
0.00
0.00
10
10
o
180
Horizontal
(Fe)
0.29
0.7
0.1
2.90
7.00
10
10
270
o
Horizontal
(Fe)
0.45
1.6
0.1
4.50
16.00
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
BWR
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_l
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
Cont.
o
o
Horizontal
(Fc)
0.41
0.7
0.2
2.05
3.50
10
10
270
o
Horizontal
(Fc)
0.32
0.7
0.1
3.20
7.00
Intersection - Ash&8th
Intersection - Ash&8th
Project: project_l
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
(Fc)
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
I
B
R
in the (enter
Cont.
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 =
10
10
o
180
Horizontal
(Fc)
0.26
0.6
0.1
2.60
6.00
10
10
o
180
Horizontal
(Fc)
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: SalinaDowntownStreetLighting.A32
2/4/2008
BWR
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
AvglMin
MaxiMin
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
AvglMin
MaxiMin
Cont.
(Fc)
0.39
0.7
0.2
1. 95
3.50
10
10
270
o
Horizontal
(Fc)
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
AvglMin
MaxiMin
Elm - SantaFe&5th
Elm - SantaFe&5th
Project: project_1
3 Pt. Grid
10
10
o
o
Horizontal
(Fc)
0.25
0.6
0.1
2.50
6.00
46
AGI32 - Copyright 1999-2006 by Lighting Analysts. Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
BWRI
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
(Fc)
0.05
0.3
0.0
0.00
0.00
10
10
o
o
Horizontal
(Fc)
0.15
0.5
0.0
0.00
0.00
10
10
o
180
Horizontal
(Fc)
0.36
1.7
0.1
47
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
.
BWR
in the Center
Cont.
Numeric Summary
AvglMin
MaxiMin
Intersection - 8th&Iron
Intersection - 8th&Iron
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
AvglMin
MaxiMin
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
AvglMin
MaxiMin
3.60
17.00
10
10
o
o
Horizontal
(Fc)
0.37
0.7
0.1
3.70
7.00
10
10
270
o
Horizontal
(Fc)
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 10
Point Spacing T-B 10
48
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
BWR
Cont.
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
o
o
Horizontal
(Fc)
2.06
3.6
1.0
2.06
3.60
10
10
270
o
Horizontal
(Fc)
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
(FC)
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
B R
Con t .
Numeric Summary
Santa Fe - Iron&Walnutl
Santa Fe - Iron&Walnut1
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 Pt. Grid
, Coordinates in Feet
Point Spacing L-R
Point Spacing T-B
Grid Orient =
Grid Tilt =
Meter Type =
10
10
o
180
Horizontal
(Fc)
0.76
1.4
0.2
3.80
7.00
10
10
o
180
Horizontal
(Fc)
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
in
Cont.
Numeric Summary
Illuminance Values
Average
Maximum
Minimum
Avg/Min
Max/Min
(Fc)
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
(Fc)
1.34
2.7
0.3
4.47
9.00
51
AGI32 - Copyright 1999-2006 by Lighting Analysts. Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
.
BWR
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
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting.A32
2/4/2008
52
I-
.
In the:
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 -- 16 Oct 07 -- 10:10:49
Type: Imported
PARKING 11 - Component: PARKING
PARKING 12
53
AGI32 - Copyright 1999-2006 by Lighting Analysts, Inc.
Job File: SalinaDowntownStreetLighting .A32
2/4/2008
.
BWR
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 Lightinq Analysts, Inc.
Job File: SalinaDowntownStreetLiqhtinq.A32
2/4/2008
.........ItI3Xl7-G251N1I-MIlO~\M,_.iuxIcP.....ZI,2llllI.11:2lMo
$1.
~
$1
$1.
ST,Il:
,..,
~ r
! :;::
$1
$1
," " "
7tH
"
$1.
-a. CNC. L
~.
r..
~
tf
ll"
o CNC. 1.
~
~"""
"".."
........
rrl ......"
r ........
3: ::::
........
~
J>
'"
:x:
"'r..
,/'
+
FE
v"r*
., v.
., va
~
-....
......"
..~....
....~..
.......
........
p ::::
3:
........
........
........
.......
.......
........
$1
$1
v.
CITY OF SALINA
o ~:!fB
.....
i
I
h
SALINA LEE DISTRICT UGHTlNG STUDY
2335 E. Cnrwford Shet I Salin.. J<ansq 157401~713
P 785.827.3803 J F 785.827.3029
..
~~R12OONI25S\01.MllIO~""l!I,2Qll8.11:3l11m
, FE
~
"'I\)
...
;0
o
z
ST.
rST, '"
fsr, A
ST
rST, A
ST,1(l:
sr,f(:r:
ST,':f)
ST,1:t)
(lST,N
(lSf,N
(IST,N
OST, N
~
<
r
~
t
~~~::~t ~~ I :;!:~ ~l:
~o
~ ~ ~
*
~
~
CITY OF SALINA
~ ~..
~
~ ~
or
~
~
SALINA LEE DISTRICT LIGHTING STUDY
ST.~
T
SANTA FE
O~~B
2335 E. Ctawford Straet I Salina, Kansas 67401-3713
p 785.827.3603 I F 785.827.3029
~
8TH
<
r
~...
..........
rrm"
, . .
:: ~
.... ....
l> .... ....
Vl ......
Is~:
~..
..........
~ :~::
i:" ..
...
~
:;::: :
ST. ~::::.
T ..
l>" ....
(,I) ...... ..
:r: ........::
..........
ST. ~ ST
ST. ~
.r.s:
~"""R:120G7.(t25IS\Q;-$A8IO~"2lI,DI5.tl:3''''
FE
~(N
.
~
J>
r
Z
C
-i
ST. A
ST, A
ST, A
SANTA FE
~
~
I'"
~
<>
ST., f f fST. A
ST" tST. A
ST" *
~
~
t
i
Ill!!
'i 'r i
; ,II ;
~i ;;f~ i
~
<
,
CITY OF SALINA
SALINA LEE DISTRICT UGHTING STUDY
f f t ,
..,~
! f f
f
*
SANTA FE
,"
f
ST. A
ST,
ST,I(I (I ST, ~
ST.I(I (1ST, N
ST.I(I (1ST, N
sr,ttJ: (x ST. "
O~~B
2335 E. CnIwford SInlet I Salina. Kansas 61401-3713
P 785.827.3603 I F 785.827.3029
Drw*Ig~R:\20Df.025S001-8A8D~Jln2lJDD5.11:>>-n
. .. , I",~l,,~. .,,~ ",1:: ""
~:,:...~......,.......... . "".."... ".. . " " .. ",,,.,,,,..,..... ". ,,':::'g: ~I::~
~~ It::: ~~ It r.. r r r rr r It r It ~r; ~~: r It r r r r r r r!. r:"-:: r.{"It.~r:~, It 1 r It r It r r.. r r r 1'."'" r r~.. ~ It-r:,>,~", , ;,Ir r........
It It It r r r r r r r r, I' r r ~, ~;;; A~ r r r r r rrrr'\;., ~; It'; It ; 1" ;/" I' ~ r r It It r r r r r rr It, r r It r It\; r J; It\;; ..:,.......... r~1t
r::~:.. . .. ,::~..
rT't ......-;.. .
W'D ~ .......
:t~
3: ,~
C
r
'"
fTl
;0
;0
-<
"
~ " "
(lST,P <>
(lST,P " " ~
~ "
" " "
:(
l>
r
z
c
-i
3: ;
c
r
'" ~ ~*
fTl x ~Y
VDr' ;0 ~ " t. ~ ~ ~ . ~ ~ ~
;0 <;><;> -
-<
SANTA FE
SANTA FE
SI
ST. A
ST. A
ST.~
ST. E
......"
.-.
~ ~ . ~ 5TH, ::;~~T~ill" 5;
~ ~ ~ ~: ~ :;: : : : : ~ '}.: : : 1:.; :1: FY : ~: ~ : 1: : : ; : : : : ; : : : ; ;!.. ; ;~; ~ ;;; r r It ~ ~: :
; 1; , -; I' ,,{ r .. r r I' ......; }. , , ;-..;. ;i r r r; .. , It r , It .. r r r r r . , . It . r I' t .. , .. It , ; "'l' l' 'l' 'l' It r : :
((x) QXl: (:(:l:): rrr r"
, "
.ll . I
~
ll~
""""
~
II ".....
;;0
r ""..
z ..""
.':i~
~ a.:.
...... VD .. "1~"
'T 4TH 4TH 4TH v CE~' 4TH
~, "rrrltrrltltr~rrltrrr(~r r, ..r rrrrrrl'rrrrrrrrrrrrrrltrrrrrrrrrlt.rltrrrrrrrr "It~;:: rrrr
r ....It IIltltrrltrr~rrl'rltrrrr IIr ..~%..]r..rrrltltltrrltrl:rt't't'....rt'I'........rr"lIl1l'''l'l'rrrltrl.~rt:rrltrr 1....rr
r r It , "It It It It It It .. It r r r r r It r It It It It , It It r r r r r It It .. It It It It It It r r r r It r It ~ It It It r r r r It r It It It .. r r r r It ~ It .. ~ It r r It It r It It It It It ,
It ~ :;-:-:-:; It It It It r ~ It It It ~ It r r r r r It r r It It It r It' r r r It r r r It r It r r r r It l' r r r r It It r It r r r r r It r It r It It ~ r r It It It It , r .. It l' r It It r It r It
'~:~,-!""......"'''''. ...,.' ....""..."....."........."...."...."..,..1
~";; .. ""I
5TH
5TH
3:
C
r
t:x;I .."....
fTl
;0
;0
-<
"1."
)
:;t;
:0
~
~
..~
CITY OF SALINA
O~Y:!B
2335 E. Crawford Streell SliIina, Kansas 67401-3713
P 785.827.3603 I F 785.827.3029
SALINA LEE DISTRICT LIGHTING STUDY
...