HomeMy WebLinkAbout96B.............
HA:25
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HA:26
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HA:2
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WP' GFI
3?' -i ................................ ----
�..............
HA 26 :H A:26
IO
......
......................
O
. .....
O
........ .........
...................
Avg/Min
Al
Q
HA: 7
HA:
.
O
D -FL
O
.........................
O
...........
O
.............................
------
._f Fl
P
Al
GID
HA:27
_.............:: ........._..........
35.36
O
IO
HA:31 HA
6
O
Illuminance
O
10.62
17.2
3.6
O
Al
Q
HA:27
Fc
40.33
65.6
IO
O
O
IO
Fc
21.67
A:2�}
12.6
P
Al
FI0
HA:2
O
i
SITE LIGHTING PLAN
SCALE: 1/32" = V-0"
LA19
C2 E
HA1,4
"? HA:3,
I
I
f
` E
i
w
CA: 21-31
. E
,
i
A2
HA:
GENERAL NOTES:
1. REFERENCE SHEET M-001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
0
2. PRIOR TO ROUGH -IN, VERIFY ZONING WITH
OWNER FOR ALL EXTERIOR LIGHTING. EACH
CIRCUIT SHALL BE ON A SEPARATE DIMMABLE
ZONE.
KEY NOTES:
OPROVIDE WATERPROOF GFI AT LIGHT POLES
WHERE INDICATED ON PLAN.
#6 COPPER GROUND
i WIRE BONDED TO POLE.
HAND HOLE 10
�— CANT AROUND TOP 1"
6„ ANCHOR BOLTS
P In Landscape areas
r�
36” In Parking areas, I+
(8) #4 REBAR VERTICALY WITH #4
I- I
I G D 11 REBAR SPIRALED AT 6" O.C. AND (3)
f LAYERS OF #4 REBAR AT TOP AND
60" I ' III BOTTOM OF BASE SPACED AT 2" O.C.
I I LII o MAINTAIN MINIMUM OF 3" FROM
I REBAR TO EDGE OF CONCRETE.
124"
3/4" RIGID
— — CONDUIT I
5/8"X10' GROUND ROD
I I WITH EXOTHERMIC
NOTES I I CONNECTION TO #6
1. POLE SHALL BE CAPABLE OF WITH u GROUNDING CONDUCTOR
STANDING 130 MPH WIND GUSTS
2. CONCRETE SHALL BE MINIMUM 3000 PSI
3. MATCH ANCHOR BOLT PATTERN TO
POLE MANUFACTURERS BASE PLATE
A LIGHT POLE DETAIL
NOT TO SCALE
Calculation Summary
......
......................
................. ,
. .....
Max
........ .........
...................
Avg/Min
�.,�.._..
CalcPts
Illuminance
HA:
.
65.6
D -FL
D -FL HA:2
.........................
..................
...........
.......
.............................
------
._f Fl
t=1A`32
LA223.........
............
SITE LIGHTING PLAN
SCALE: 1/32" = V-0"
LA19
C2 E
HA1,4
"? HA:3,
I
I
f
` E
i
w
CA: 21-31
. E
,
i
A2
HA:
GENERAL NOTES:
1. REFERENCE SHEET M-001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
0
2. PRIOR TO ROUGH -IN, VERIFY ZONING WITH
OWNER FOR ALL EXTERIOR LIGHTING. EACH
CIRCUIT SHALL BE ON A SEPARATE DIMMABLE
ZONE.
KEY NOTES:
OPROVIDE WATERPROOF GFI AT LIGHT POLES
WHERE INDICATED ON PLAN.
#6 COPPER GROUND
i WIRE BONDED TO POLE.
HAND HOLE 10
�— CANT AROUND TOP 1"
6„ ANCHOR BOLTS
P In Landscape areas
r�
36” In Parking areas, I+
(8) #4 REBAR VERTICALY WITH #4
I- I
I G D 11 REBAR SPIRALED AT 6" O.C. AND (3)
f LAYERS OF #4 REBAR AT TOP AND
60" I ' III BOTTOM OF BASE SPACED AT 2" O.C.
I I LII o MAINTAIN MINIMUM OF 3" FROM
I REBAR TO EDGE OF CONCRETE.
124"
3/4" RIGID
— — CONDUIT I
5/8"X10' GROUND ROD
I I WITH EXOTHERMIC
NOTES I I CONNECTION TO #6
1. POLE SHALL BE CAPABLE OF WITH u GROUNDING CONDUCTOR
STANDING 130 MPH WIND GUSTS
2. CONCRETE SHALL BE MINIMUM 3000 PSI
3. MATCH ANCHOR BOLT PATTERN TO
POLE MANUFACTURERS BASE PLATE
A LIGHT POLE DETAIL
NOT TO SCALE
Calculation Summary
......
.....
LA:21iFD
................. ,
Avg
Max
�r
A
A
Avg/Min
�.,�.._..
CalcPts
Illuminance
.................. 44
D -FL
65.6
D -FL
D -FL HA:2
HA:29
SPILL
HA:29
HA:29
0.07
I,A:21-
0,
0.0
LA:21
' FI
,42 ...........
HA
9 FRONT ROW STALLS
Illuminance
_.............:: ........._..........
35.36
HA:3T–
HA:31
HA:31 HA
SITE LIGHTING PLAN
SCALE: 1/32" = V-0"
LA19
C2 E
HA1,4
"? HA:3,
I
I
f
` E
i
w
CA: 21-31
. E
,
i
A2
HA:
GENERAL NOTES:
1. REFERENCE SHEET M-001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
0
2. PRIOR TO ROUGH -IN, VERIFY ZONING WITH
OWNER FOR ALL EXTERIOR LIGHTING. EACH
CIRCUIT SHALL BE ON A SEPARATE DIMMABLE
ZONE.
KEY NOTES:
OPROVIDE WATERPROOF GFI AT LIGHT POLES
WHERE INDICATED ON PLAN.
#6 COPPER GROUND
i WIRE BONDED TO POLE.
HAND HOLE 10
�— CANT AROUND TOP 1"
6„ ANCHOR BOLTS
P In Landscape areas
r�
36” In Parking areas, I+
(8) #4 REBAR VERTICALY WITH #4
I- I
I G D 11 REBAR SPIRALED AT 6" O.C. AND (3)
f LAYERS OF #4 REBAR AT TOP AND
60" I ' III BOTTOM OF BASE SPACED AT 2" O.C.
I I LII o MAINTAIN MINIMUM OF 3" FROM
I REBAR TO EDGE OF CONCRETE.
124"
3/4" RIGID
— — CONDUIT I
5/8"X10' GROUND ROD
I I WITH EXOTHERMIC
NOTES I I CONNECTION TO #6
1. POLE SHALL BE CAPABLE OF WITH u GROUNDING CONDUCTOR
STANDING 130 MPH WIND GUSTS
2. CONCRETE SHALL BE MINIMUM 3000 PSI
3. MATCH ANCHOR BOLT PATTERN TO
POLE MANUFACTURERS BASE PLATE
A LIGHT POLE DETAIL
NOT TO SCALE
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
CalcPts
Illuminance
Fc
8.03
65.6
0.0
N.A.
N.A.
SPILL
Illuminance
Fc
0.07
0.3
0.0
N.A.
N.A.
9 FRONT ROW STALLS
Illuminance
Fc
35.36
53.4
16.9
2.09
6
BACK INVENTORY
Illuminance
Fc
10.62
17.2
3.6
2.95
8
[4.37
BOTTOM DISPLAY
Illuminance
Fc
40.33
65.6
15.0
2.69
INTERNAL
Illuminance
Fc
21.67
39.5
12.6
1.72
3
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Total Lamp Lumens
LLF
Description
4
Al
TWIN
N.A.
1.000
Visioniare Element II EL2-4 T4-168LC-5-55K-YOKE MOUNT EMAF @ 18' Mtg ht.
V)
W =
14
A2
TWIN
N.A.
1.000
Visioniare Element II EL2-4 T4A-168LC-5-55K-YM EMAF @ 18' Mtg ht. SHIELDED
25
B
SINGLE
N.A.
1.000
Visionaire Element II EL2-2 T3-120LC-5-55K-WALL @ 16' Mtg. ht.
1
C
SINGLE
N.A.
1.000
Visioniare Element II EL2-4 T4-168LC-5-55K-SINGLE @ 18' Mtg ht.
—�
4
C2
SINGLE
N.A.
1.000
Visioniare Element II EL2-4 T3-168LC-5-55K-SINGLE @ 22' Mtg ht. SHIELDED
24
D
BACK -BACK
N.A.
1.000
Visioniare Element EL2-4 T5W-168LC-5-55K-TWIN @ 22' Mtg ht.
of um
5
D -FL
GROUP
N.A.
1.000
Visioniare Element EL2-4 T5W-168LC-5-55K-TWIN @ 22' Mtg ht. w/D70° FLD T5W-96-5-55K-1
lilt
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GOODERUM & ASSOCIATES
Gooderum & Associates, P.C.
874 Cheltenham Way
Avon, Indiana 46123
Phone: (317) 506-8151
Fax: (317)745-5761
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03012 Ooadenun and Aawalata