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<br />H:\JL Louisville_2416\PUD\PIotting\A31
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<br />"A20, A320 Sc BB"
<br />LIGHT FIXTURES
<br />SITE LIGHI1NG DETAIL
<br />CALCULATION SUMMARY
<br />Area Name Dimensions
<br />R1 Exterior 175.00 x 345.00 Feet
<br />FIXTURE SCHEDULE
<br />Qty Label Lumens Watts
<br />6 A 23000 250
<br />U
<br />FIXTURE DETAIL - A, AA20
<br />FIXTURE DETAIL - C, E
<br />1 1 1 1 1 1 1
<br />1 fi 1 1 1 1 1
<br />1 1 i 1 1 1 I
<br />1 1 1 1 1 1
<br />a
<br />2416A004
<br />NTS
<br />2416A003
<br />NTS 4 i
<br />2416A002
<br />3/4-.1 '-0" (6,i LIGHTING DETAIL
<br />Grid / Type # Pts Space Group
<br />Pavement / H -H 497 10.00 (+)
<br />Lamp
<br />(1) M-250
<br />1 AA20 23000 250 (2) M250
<br />11 C 5900 70 (1) M57 MVR70/U/MED
<br />1 E 3450 50 (1) M57 MVR50/U/MED
<br />PHOTOMETRIC DATA
<br />Mounting Ballast
<br />24'-0" S.S.S
<br />Flush Concrete
<br />24'-0" S.S.S
<br />Flush Concrete
<br />a
<br />Surface Mount
<br />Surface Mount
<br />Ave Max Min Max / Min Ave / Min
<br />1.6 11.0 0.0 N/A N/A
<br />LLF
<br />0.65
<br />0.65
<br />0.70
<br />0.70
<br />Description
<br />Spaulding CM -H25 -H4 -F
<br />(1) 'M254' CM -M25 -H4 -F
<br />Spaulding CM -H25 -H4 -F
<br />(2) 'CM74' CM -H25 -H4 -F
<br />Teron Lighting, HN-70MH-MTH
<br />(1)'HOGB' HN-70MH-MTH
<br />Teron Lighting, HN-50MH-MTH
<br />(1)'HOGC' HN-50MH-MTH
<br />2416A001
<br />1 /4"=1'-0" 3�
<br />1
<br />LU
<br />EL
<br />0
<br />a.
<br />HECLA WAY
<br />+ + + + + + + + - + + + - -
<br />Grill!
<br />0.01 0.01 0.01 0.01 0.00 0.01 0.03 0,03 0,04 llrcv
<br />0.01.�1 001
<br />+ �+ + + +
<br />0.01 ! 0.01 2 0,03 0.03
<br />01 � 03 0 04
<br />+ + +
<br />0.02 0.05 0.10
<br />0.01 0,11 0 23
<br />+ + LL0.01
<br />0.01
<br />+ +I
<br />0.40 1
<br />0,01 0.59
<br />0 05 0,62
<br />0.10 0,66
<br />+• +
<br />0.12 0.49
<br />0.16 0.46
<br />+• +
<br />0.18 0.36
<br />0.02 001 0.03 005 0.0 4 0.04 0.54
<br />0,04 004 008 008 0 04� 0 23 0.96
<br />LEHRER'S FLOWERS
<br />3376sf
<br />+
<br />0.44 0.6
<br />+ +
<br />0.96 1.6
<br />2.04 Q413
<br />647 1.26 2.01 6.
<br />¶5.1
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<br />2.01 5,04 r / , 228 2.95
<br />1661 3,66 3.94 3,07 2.34 16
<br />134 12 09 220 214 215 2 43
<br />+f + + + + +
<br />l 1.94 2.55 a36:-.82
<br />+ + + + +
<br />1.17 •2.86 r48 427 7.19 ; .69
<br />024 0,50 1.52 • 2.93 .60 5.08 9.70 1,0
<br />+ + + + +
<br />0,32. 0.55 1.30 6b1 2.46
<br />+
<br />0.59 0.98
<br />+ +
<br />0.69. 1.37
<br />0.73 2.57
<br />0.90 . 274
<br />+ +
<br />0.77 227
<br />+ +
<br />0,54. 1.67
<br />0.59 0.95
<br />+
<br />1,19
<br />1,55
<br />1.95
<br />+
<br />2.04
<br />1.35
<br />1.27
<br />+
<br />071
<br />0 28 0.51 046
<br />+
<br />0.19
<br />0,12 018
<br />0,08 0,11
<br />016 0.07
<br />0.04 0.03
<br />003 008
<br />+
<br />+ + +
<br />4.50 7.59 .28
<br />200 2.71 3 54 3.77
<br />1.76 2,08 2.46 214 187
<br />2,67 348 + 2.33 14
<br />8
<br />3.17 5.00 %.3 1.48
<br />.I. .I. __...\ 4-
<br />2.79 4.04 521 4,92 2.89
<br />1.64 2.13
<br />+
<br />1.03 2.30
<br />+ +
<br />0.83 4,15
<br />0.67 418
<br />0,17 O,j60 3.�2i.
<br />011
<br />0,094 D}
<br />+1
<br />0.06 0.66 1.49
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<br />1 I I I
<br />2.03 033 090 1,S0
<br />+ + i I.
<br />1.74 0.52 114 2.32
<br />2.05
<br />0.60 124 2.50
<br />it
<br />2.17
<br />2
<br />0
<br />Si 1©/4,05
<br />+
<br />5,30 4.37
<br />1.85 1,02 129 2.01 2.59
<br />2,69 1.63 158 152 8
<br />+ +
<br />2.73 2.03 0.'3
<br />54
<br />69
<br />+
<br />2,60
<br />+ +
<br />.1_
<br />2.81 2.82 1.79 0. yl
<br />.68 2 64 2.72 201 0 A
<br />2 39 1.781.63 1.34 0.84
<br />+ + +
<br />1.16 1.12 1.40
<br />0.69 0.99
<br />+
<br />1,7e.
<br />1.94 1.66
<br />3403.62
<br />+ + + +
<br />0.43 0.68 22? 5,0
<br />+
<br />2.25
<br />1,04
<br />+
<br />0.64
<br />0.41
<br />+
<br />0.48
<br />0.72
<br />122
<br />2.60
<br />E5010 3.65
<br />0.47 0.74 2.02 4.11 4-30
<br />81 1.60 1.34 2 05 1.91
<br />C
<br />,! FFY
<br />4180st c
<br />44 2.79 118 2.62 2,14 3.9
<br />00 117 1.6 2.68 1.3 2.64
<br />11 0.78 1,17 1.135
<br />--1
<br />I-- -� E 1,60 065
<br />48-1 06.
<br />1rV1 17----0.r 0.65 1 5 200 037 066
<br />3.42
<br />2.65 2.19
<br />216 215
<br />1.99
<br />312
<br />.03
<br />ori 019 012 004 0.04 004 0.09 0.2__--0.8- 148.112
<br />0.63
<br />1.38
<br />3.10
<br />453 2 1
<br />3.6013
<br />2,0 4 1,51
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<br />1.45
<br />1.44 j1?
<br />2.26 1.6)
<br />+
<br />0.8
<br />+ +
<br />3.08 1.91
<br />+ +
<br />2.92 1.8
<br />1.76
<br />0.88
<br />0.56
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<br />+ a
<br />+
<br />1.00
<br />+
<br />1.92
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<br />0.5
<br />0.34
<br />0.40
<br />0.59
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<br />14.
<br />019
<br />016
<br />0.4 3 0144
<br />0r4' 0 43
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<br />07 3
<br />+
<br />+
<br />1.03
<br />1.80
<br />2.12
<br />+
<br />2.28
<br />+
<br />1.94
<br />2.28
<br />4,17 31
<br />A tt
<br />5.64 4./1
<br />f
<br />0}72
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<br />11 0196
<br />2.4 1 1170
<br />+
<br />117(.
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<br />1.9) 1,3(
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<br />1,+_ 14
<br />37 5 1{6,
<br />Ir5 011
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<br />+
<br />0.'' 021
<br />2.71
<br />4+01
<br />aha
<br />0.11 01 I 0.10
<br />001 '<Ol 001 I --0_ _$3 --Off--�Qi-=- 01- 005
<br />Ol 001`�t101 (c1.01 0:01 0,01 001 0.01 at 0.03 0.07 0.07 0.04 0.03 0.02
<br />SOUTH BOULDER ROAD
<br />®PHOTOMETRIC PLAN
<br />■
<br />012
<br />001
<br />1
<br />CARWASH
<br />Ji
<br />L
<br />1:20
<br />•
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<br />This drawing is the property of Overway + Pedersen Architects,
<br />LLP and is not to be reproduced or copied in whole or in part.
<br />It shall only be used for the project and site specifically
<br />identified herein and shall not be used on any other project.
<br />xon
<br />and
<br />E'fil7evilJ 1ll©ira
<br />S BOULDER RD AT PLAZA DR
<br />LOUISVILLE, CO
<br />CARCOLO #1 LTD.
<br />9111 JOLLYVILLE ROAD, SUITE 106
<br />AUSTIN, TX 78759
<br />PROJ.
<br />NO.
<br />2416
<br />FINAL PUD & DEV. PLAN PLAN. COMM. COND IRONS
<br />• 17 NOV 2004 . . 21 FEB 2005
<br />PUD COMMENTS
<br />• 03 JAN 2005 ..
<br />PLAN. COMM. COMMENTS
<br />• 28 JAN 2005
<br />PHOTOMETRIC PLAN
<br />LIGHTING DETAILS
<br />A3.1
<br />
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