HomeMy WebLinkAboutRIGDEN FARM THIRTEENTH - Filed L-LIGHTING PLAN - 2010-02-24I
LIGHTING FIXTURE SCHEDULE
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175 W METAL HALIDE
GARDCO
1
SINGLE FIXTURE INSTALLATION.
NI
SEMI-SHERICAL ALUMINUM HOUSING
MULTI TAP
MAXIMUM HEIGHT OF INSTALLATION 25' AFG TO
MA17-13175MH-QUAD-BRP-HS-F
GE
SEGMENTED OPTICS
_
MXR175 VBU A
TO BOTTOM OF FIXTURE.
70W METAL HALIDE
ARCHITECTURAL AREA LIGHTING
1
POST TOP INSTALLATION
N2
ROUND POST TOP
MULTI TAP
MAXIMUM HEIGHT OF INSTALLATION 12' AFG TO
ACRD-SOLID-70MH-WRZ-WRZ-POST TOF
GE
PEDESTRIAN PATHWAY FIXTURE
_
MXR70 9U PA
TO BOTTOM OF FIXTURE.
70W METAL HALIDE
ARCHITECTURAL AREA LIGHTING
1
PENDANT MOUNTED
N3
ROUND PENDANT MOUNTED
MULTI TAP
SOLID WEATHERED BRONZE
ACRD-SOLID-70MH-WRZ-WRZ-PMS
GE
GAZEBO LIGHTING FIXTURE
_
MXR70 VBU PA
NOTES:
LIGHTING DESIGN CONCEPT IS INTENDED TO PROVIDE OPTIMAL PATIIMNY LN*ff iO AND PARKING LOT LIGHTING IN ACCORDANCE NTH TOWN OF AURORA
ORDINANCES AND GUIDELINES.
0E16ML NOTES N I LY M ALL R1I11AE8:
RIGIDEN FARM FILING NO. 13
LIGHTING PLAN
PHOTOMETRIC LIGHTING STATISTICS
AREA DESCRIPTION
UNITS
AVG
MAX
m
AVG=
MAXIMA
NORTH PATH
Ic
0."
5.1
0.1
9.90
51.00
WEST PATH
Ic
0.52
3.8
0.0
0.00
0.00
SOUTH PATH
It
1.19
4.8
0.3
3.97
15.33
EAST PATH
Ic
1.08
5.8
0.0
0.00
0.00
PARKING
It
1.70
3.4
0.3
5.87
11.33
DRIVE
1c
1.42
2.9
0.5 1
2.84
15.80
- __ - _.. - .- - ... w, - rs uz .I y2 92 9.2 02 02 62 02 D2 D2 112 id Dl
w
r
STEEL POLE NTH FNNSH TO MATCH
FIXTURE. VO4D LOAD RATING 100 Q
M.P.H. MIN.
N LL
v
F1IJiDHOLE ( J
BASE COLLAR NTH GUSSET PLATE Lu %VnG 4M
BOND POLE TO GROUND.
(4) HOT DIPPED GALVANIZED STEEL
ANCHOR BOLTS FURNISHED NTH POLE
p � FINISHED GRADE w _
STUB OUR AND CAP (1) W4" C SPARE
N od
MATCH AND LAP 484 VERTICAL REBARS
1 1 NTH 4 ANCHOR BOLTS v v
84 REBAR TIES ALL AROUND AT 1r
1 O.C. (TYPICAL)
PVC CONDUIT
NTH BOND
2Cr 2500 PSI CONCRETE BASE. POUR AGAINST
DLA UNDISTURBED OR VVELL COMPACTED EARTH,
POLE MOUNTED PATHWAY LIGHTING FIXTURES
NOT TO SCALE
POLE BASE DEPTH, REBAR QUANTITIES AND SIZES ARE SHOWN FOR ESTIMATION
PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE FOR AND SUMMIT TO THE
ENGINEER, A POLE BASE INSTALLATION DETAIL V"CH HAS BEEN PREPARED AND
SEALED BY A STRUCTURAL ENGINEER. THE INSTALLATION DETAIL SHALL SPECIFY
EXACT POLE BASE DIMENSIONS, MATERIALS, ETC. ALL FIXTURE POLES AND POLE
BASES SWILL BE PROVIDED AS REQUIRED FOR PROPEL STRUCTURAL AND WMD
LOADING SUPPORT. THE INSTALLATION DETAIL SWILL BE SPECM FOR THE FIXTURES
AND POLES BEING PROVIDED FOR THIS PROJECT.
0' 30' 60' 90'
SCALE: 1 " = 30'
PVC COI
vVITH Ba.,.. V..
LUMINAIRE
STEEL POLE NTH FINISH TO
MATCH FIXTURE.
WIND LOAD RATING -100 M.P.H.
BASE COLLAR NTH GUSSET PLATE
:. . •.: K ..s
(4) HOT DIPPED GALVANIZED STEEL
ANCHOR BOLTS FURNISHED NTH POLE
FINISHED GRADE
MATCH AND LAP 404 VERTICAL REBARS
WITH 4 ANCHOR BOLTS
84 REBAR TIES ALL AROUND AT 1r
O.C. (TYPICAL)
STUB OUT AND CAP (1) 3WC SPARE
25M PSI CONCRETE BASE. POUR AGAINST
UNDISTURBED OR WELL COMPACTED EARTH.
PARKING/DRIVE POLE MOUNTED LIGHTING FIXTURES
NOT TO SCALE
POLE BASE DEPTH, REBAR QUANTITIES AND SIZES ARE SHOM FOR ESTMMTION
PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE FOR AND SUBMIT TO THE
ENGINEER, A POLE BASE INSTALLATION DETAIL WFNCH HAS BEEN PREPARED AND
SEALED BY A STRUCTURAL ENGINEER. THE INSTALLATION DETAIL SHILL SPECIFY
EXACT POLE BASE DIMENSIONS, MATERIALS, ETC. ALL FIXTURE POLES AND POLE
BASES SHALL BE PROVIDED AS REQUM2ED FOR PROPER STRUCTURAL AND VIAND
LOADING SUPPORT. THE INSTALLATION DETAIL SHALL BE SPECIFIC FOR THE FIXTURES
AND POLES BEING PROVIDED FOR THIS PROJECT. R - 10 1
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REVISIONS
File Nom*ND06066-Si
Sheet
E1.0
1F17
ND06066 I of 1