HomeMy WebLinkAbout12080005.12wx - SPECIFY COLOR
NOTE: ALL POLES ARE DRILLED
FIXTURE TYPE:
SYMBOL
QUANTITY
CONFIG
QUANTITY
MHHEIIGHTG
LUMENS
POLE TYPE: )K
QUANTITY
RSB /RCS- 250PSMH- ww- 4 -MT -HS
❑
XX
SGL
9
20'
23,000
SSP- 4117 -GL - )K)K (41)
9
FACTORY
FOR PROPER POLE
SPECIFICATION
w
o
AND
MODEL
VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.
NUMBER.
8 1,2 -- 1,$ 2.8,._. 4 7.5 0,0 �
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to.
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- -V - PROPERTY LINE READINGS
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1y"
Z
25.0' 0.
W
U
__ 0.0 Average 0.1
I
Ld
25.0' Q
°
W
I Maximum 0.3
NOTES:
l THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING
CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES
TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT
BE THE RESPONSIBILITY OF SECURITY LIGHTING,
2. THE CONTRIBUTION OF THE SOFFIT / BUILDING LIGHTING IS NOT
REFLECTED ON THE DRAWING UNLESS SOFFIT / BUILDING LIGHTING
IS SPECIFIED IN THE FIXTURE SCHEDULE BELOW,
3. DISTANCE BETWEEN READINGS 10'
4. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTI ❑N OF FIXTURES MAY
BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO
ADJOINING PROPERTIES OR ROADWAYS,
5. FOOTCANDLE LEVELS SHOWN ARE MAINTAINED,
MAINTENANCE FACTOR USED ON THIS DRAWING IS
UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES
NOTES
SCALE DATE NEXT ASSEMBLY REF. DRWGS,
1' = 20' 0'
DRAWN BY MW 7/5/12
CHECKED BY
APPROVED BY
APPROVED BY FINISH
APPROVED BY
SHOP ORDER MATERIAL
PROJECT NO.
Perfor-ce Designed Lighting Products
.. Johnson Dr., Buffalo Grove, Illlnols 60089
POINT-BY-POINT POINTFOOTCANDLE PLOT FOR
McDONALD'S -
750 E CARMEL DR
CARMEL, IN
DRAWING NUMBER
1PCP26006
AN
POLES
90 MPH
SPECIFIED
WIND
❑N
LOAD,
THIS
FOR
DRAWING ARE
AREAS WHERE
RATED
THE
FOR
WIND
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS LU FROM LABORATORY DATA.
IL
TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ING ENGINEERING SOCIETY
LOAD
CRITERIA
EXCEEDS
90
MPH, PLEASE
CONSULT
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APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO
FACTORY
FOR PROPER POLE
SPECIFICATION
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MODEL
VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.
NUMBER.
8 1,2 -- 1,$ 2.8,._. 4 7.5 0,0 �
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2' -0" MIN
A A
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a d °
(2) 1" PVC CONDUIT
CHASES °
3" CLR TYP.
POLE BASE - PLAN VIEW
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SEE LIGHT POLE BASE ON -
TOP OF FOUNDATION DETAIL
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#4 CIRCULAR TIE �1�
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REINFORCING BAR
3
LIGHT POLE
RN CENI BAE ORGR
(2) 1" DIA. PVC CONDUIT
(4) 1" DIA. ANCHOR BOLTS
#4 CIRCULAR TIES
CLR TYP.
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ER OF CARMEL LLC
2010 PG. 22982
10- 31- 00 -00- 022.000
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ZI
/ 0.1 0,'0
Average 2.1
< 0 0, 0,9 0.8 0,5 - 3 0, 1.6 2.5 5,7 Maximum 9,9
0
0 Minimum 0.1
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° 0. 0. 0.6 0.6 0.4 .6 1.0 L 2.9 9,& Max :Min 99,00
#4 CIRCULAR TIE
WITH A 21" (MIN)
LAP SPLICE
1' -6"
LOCK
STRUCTURAL
PLATE WASHER (PER
POLE MANUFACTL
LEVELING
liff 31111111111111101
Y Z
1" DIA. ANCHOR BOLT
2" x 2" x 3/8" PLATE WASHER
WITH 1 1/16" DIA. HOLE TO
EMBEDDED IN FOUNDATION
BOTTOM NUT FOR 1 " DIA.
ANCHOR BOLT
LOCK NUT
ANCHOR BOLT DETAIL
NOT TO SCALE
SEMENT PER
JT NO. 7349
'
w 10.1 - -- %
Lo =
Of 0
0- Ln El 1� 1.3 3, 4.3 2,9 //1.9 1.5 1.1 L2 1.7 2.3 3,9 4.6 2� 0.4 ,�Dc•
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z� °
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DESIGN CRITERIA:
AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS
FOR HIGHWAY SIGNS,
LUMINARIES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009
FOUNDATION DESIGN PARAMETERS
1. MAXIMUM LIGHT POLE BASE REACTIONS:
BASE MOMENT = 16,845 Ibs -ft
BASE SHEAR = 978 Ibs
2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH
3. MINIMUM REQUIRED SOIL PARAMETERS:
COHESIVE SOILS:
-SHEAR STRENGTH = 750 Ibs /ft'
-6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
COHESIONLESS SOILS:
-ANGLE OF INTERNAL FRICTION = 27 DEGREES
-WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF
THE FOUNDATION
-6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER
OF RECORD TO CONFIRM THAT
THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED
BEFORE THIS DESIGN IS USED. IF THE
MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN
SHALL NOT BE USED.
5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM
BASE REACTIONS AND DESIGN WIND
SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE
IF THE FOUNDATION'S MAXIMUM
DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION
DESIGN SHALL NOT BE USED IF
THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN
EXCEEDED.
6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS
WHICH ARE CLOSER THAN 8 ft
FROM A RETAINING WALL.
7. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS
WHERE THE GROUND SLOPE
EXCEEDS 4 INCHES PER FOOT.
GENERAL NOTES:
1. CONCRETE COMPRESSIVE STRENGTH (f ?c) SHALL BE A
MINIMUM OF 4000 psi
2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT
DIPPED GALVANIZED PER ASTM F2329
3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60
4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE HD, HOT
DIPPED PER ASTM A153
5, PLATE SHALL BE ASTM A572 GRADE 50, HOT DIPPED PER
ASTM A153
6. LOCK NUT SHALL BE HOT DIPPED PER ASTM A153
r j=
1
0.0 0.0 D,0
w�
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0
Lo
TOTAL 57636 (1.323 Ac)
PRE GREEEN 15555 (.357 Ac
POST GREEN 21585 (.496 Ac
0, 0
z
0.0
,}
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0, 5
0.7 0,7 0.5
1
8 1,2 -- 1,$ 2.8,._. 4 7.5 0,0 �
o
w
0,0
to.
O
U
_
- -V - PROPERTY LINE READINGS
--
J
w
O
w
1,3 1.3
_ _
_ _ -"
.5 4 1.4 1.7 1.9 2 L.
1y"
Z
25.0' 0.
W
U
__ 0.0 Average 0.1
I
Ld
25.0' Q
°
W
I Maximum 0.3
4
2 2 19 13
.2 2 16 L2 1 0.e� Minimum 0.0
#4 CIRCULAR TIE
WITH A 21" (MIN)
LAP SPLICE
1' -6"
LOCK
STRUCTURAL
PLATE WASHER (PER
POLE MANUFACTL
LEVELING
liff 31111111111111101
Y Z
1" DIA. ANCHOR BOLT
2" x 2" x 3/8" PLATE WASHER
WITH 1 1/16" DIA. HOLE TO
EMBEDDED IN FOUNDATION
BOTTOM NUT FOR 1 " DIA.
ANCHOR BOLT
LOCK NUT
ANCHOR BOLT DETAIL
NOT TO SCALE
SEMENT PER
JT NO. 7349
'
w 10.1 - -- %
Lo =
Of 0
0- Ln El 1� 1.3 3, 4.3 2,9 //1.9 1.5 1.1 L2 1.7 2.3 3,9 4.6 2� 0.4 ,�Dc•
� o ° 1 �' 0
z z o 0,0
Ld
+V`+
w z � - � jQ8 7. 7.6 4'.6 2.4 1.6 1.2 1.9 34 6.1 9.0 .1 ,
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(� \
w 0.0 25' SL
z� °
z 0,0
- - 0 0:0 ='
2.4 1.6 0.9 0.6 0.4 0.4 0.6 1.1 2.0
U,U 4-ff
- -- -- --
0,0 0,0 6 - b,0 0,0 - 0.1
:,i_',T � 9A I
w� 8,2 -, '
�L`
DESIGN CRITERIA:
AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS
FOR HIGHWAY SIGNS,
LUMINARIES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009
FOUNDATION DESIGN PARAMETERS
1. MAXIMUM LIGHT POLE BASE REACTIONS:
BASE MOMENT = 16,845 Ibs -ft
BASE SHEAR = 978 Ibs
2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH
3. MINIMUM REQUIRED SOIL PARAMETERS:
COHESIVE SOILS:
-SHEAR STRENGTH = 750 Ibs /ft'
-6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
COHESIONLESS SOILS:
-ANGLE OF INTERNAL FRICTION = 27 DEGREES
-WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF
THE FOUNDATION
-6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER
OF RECORD TO CONFIRM THAT
THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED
BEFORE THIS DESIGN IS USED. IF THE
MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN
SHALL NOT BE USED.
5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM
BASE REACTIONS AND DESIGN WIND
SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE
IF THE FOUNDATION'S MAXIMUM
DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION
DESIGN SHALL NOT BE USED IF
THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN
EXCEEDED.
6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS
WHICH ARE CLOSER THAN 8 ft
FROM A RETAINING WALL.
7. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS
WHERE THE GROUND SLOPE
EXCEEDS 4 INCHES PER FOOT.
GENERAL NOTES:
1. CONCRETE COMPRESSIVE STRENGTH (f ?c) SHALL BE A
MINIMUM OF 4000 psi
2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT
DIPPED GALVANIZED PER ASTM F2329
3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60
4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE HD, HOT
DIPPED PER ASTM A153
5, PLATE SHALL BE ASTM A572 GRADE 50, HOT DIPPED PER
ASTM A153
6. LOCK NUT SHALL BE HOT DIPPED PER ASTM A153
r j=
1
0.0 0.0 D,0
w�
I-
0
Lo
TOTAL 57636 (1.323 Ac)
PRE GREEEN 15555 (.357 Ac
POST GREEN 21585 (.496 Ac
PREPARED FOR
Donald':
PROJECT NAME
MCDONALD`$
USA, LLC 7
INDIANAPOLIS
REGION
SITE ID 013 -009
PROJECT LOCATION
750 CARMEL DF
CARMEL, IN
PROJECT NUMBER
1116
DRAWN BY
M. ROLPH
CHECKED
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CERTIFIED
SHEET NAME
S ITE
LIGHTING
PLAN
SHEET NUMBER
C7.0i
PLAN DATE
JULY 7, 2012
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PREPARED FOR
Donald':
PROJECT NAME
MCDONALD`$
USA, LLC 7
INDIANAPOLIS
REGION
SITE ID 013 -009
PROJECT LOCATION
750 CARMEL DF
CARMEL, IN
PROJECT NUMBER
1116
DRAWN BY
M. ROLPH
CHECKED
';
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V N
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Q =3 -
0
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Cno
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Ln N 00
CERTIFIED
SHEET NAME
S ITE
LIGHTING
PLAN
SHEET NUMBER
C7.0i
PLAN DATE
JULY 7, 2012