HomeMy WebLinkAboutARB200800045 Plan - Approved 2008-05-20Tlm.......BERWOOD GRILL
AT FOREST LAKES
SITE PLAN AMENDMENT
VICINITY MAP
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FOREST LAKES NORTH
SCALE: 1" = 2000'
NOTES
WATER RESOURCE AREA: DEVELOPMENT AREA
THIS SITE IS SERVED BY A PRIVATE BASIN WHICH SERVES THE
FOREST LAKES TOWNHOUSE C SECTION AND COMMERICAL AREA.
THE BASIN WAS DESIGNED FOR STORMWATER DETENTION, BUT
ALSO ADDRESSES THE COUNTY'S WATER QUALITY POLICY.
A MAINTENANCE AGREEMENT FOR THIS BASIN HAS BEEN PREVIOUSLY {RECORDED.
THERE IS NO 100 YEAR FLOOD PLAIN ON THIS PROPERTY
SITE IS NOT LOCATED IN A RESERVOIR WATERSHED
IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LO(CATION
OF ALL EXISTING UTILITIES.
DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BERING
ANY DESCREPANCIES TO THE ATTENTION OF THE ENGINEER.
NO SLOPES IN EXCESS OF 25% GRADE ON THIS PROPERTY.
LIGHTING NOTES
THE SPILLOVER OF LIGHTING FROM PARKING AREA LIMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (112) FOOT CANDLE.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 30010
OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LIMINAIRE ANDI
SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
ALBEMARLE COUNTY ENGINEERING
EXISTING
GENERAL WATER AND SEWER CONDITIONS
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
BUILDING
Rev. January 27. 1996
s.f.
1.
Work shall be subject to inspection by the Albemarle County
1. Prior to commencement of any construction within any existing
9.8%
Service Authority inspectors. The contractor will be
public right -of -way, including connection to any existing road,
s.f.
responsible for notifying the proper service authority
a permit shall be obtained from the Virginia Department of
s.f.
officials at the start of the work.
Transportation ( V.D.O.T.). This plan as drawn may not accurately
26621
s.f.
reflect the requirements of the permit. Where any discrepancies
2.
The location of existing utilities across the line of
occur the requirements of the permit shall govern.
TOTAL
the proposed work are not necessarily shown on the plans
s.f.
100%
and where shown, are only approximately correct. The
2. All paving, drainage related materials and construction methods
100%
contractor shall on his own initiative locate all
shall conform to current specifications and standards of V.D.O.T.
LL
underground lines and structures as necessary.
unless otherwise noted.
3.
All meterials and construction shall comply with General
3. Erosion and siltation control measures shall be provided in accordance
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Water and Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 15, 1998.
with the approved erosion control plan and shall be installed
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prior to any clearing, grading or other construction.
4.
Datum for all elevation shown in National Geodetic Survey.
4. All slopes and disturbed areas are to be fertilized, seeded and
mulched. The maximium allowable slope is 2:1(horizontal:vertical).
Where reasonably obtainable, lesser slopes of 4:1 or better are
to be achieved.
5. Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or the Director's designee, it is deemed necessary
in order to stabilize a drainage channel.
6. All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices.
7. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III.
8. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
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5. The contractor shall be resposible for notifing
"Miss Utiltity" (1- 800 - 552 - 7001).
6. All water and sewer pipes shall have a mimimum of
3 feet of cover measured from the top of pipe, over the
centerline of the pipe, This includes all fire hydrant
lines, service laterals and waterlines, etc.
7. All water and sewer appurtenances are to be located
outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provide adequate
restraint for the valve during a future extension of the line.
LEGAL REFERENCE
TAX MAP 46B4, PARCEL 1D2
SOURCE OF TITLE
D.B. 2821 pp. 315
rJ".P1
Timberwood Grill Associates, LLC
c/o Stephen Guiffre
1775 Mahogany Place
Charlottesville, VA 22911
DEVELOPER
Timberwood Grill Associates, LLC
c/o Stephen Guiffre
1775 Mahogany Place
Charlottesville, VA 22911
ZONING
HC
ENTRANCE CORRIDOR OVERLAY DISTRICT
AIA, AIRPORT IMPACT AREA
MAGISTERIAL DISTRICT
RIVANNA
SOURCE OF TOPOGRAPHIC SURVEY
ROUOABUSH, GALE 6 ASSOC., INC., FIELD TOPO
SOURCE OF BOUNDARY SURVEY
ROUDABUSH, GALE AND ASSOCIATES
DATUM
U.S.G.S. NAD -27
SITE BENCHMARK
RIM OF SANITARY MANHOLE S.W. CORNER OF LOT.
ELEV = 508.61
SETBACKS
STRUCTURES: 30' FROM ANY PUBLIC R.O.W.
PARKING: 10' FROM ANY PUBLIC R.O.W.
PARKING SCHEDULE
* 6650 SF GROSS FLOOR AREA (5550 BLDG + 1100 PATIO DINING)
* 13 SPACES REQUIRED PER 1000 SF OF GROSS FLOOR AREA
* 86 SPACES REQUIRED
* 4 HANDICAPPED SPACES REQUIRED
94 PARKING SPACES PROVIDED
INCLUDING 4 HANDICAPPED SPACES
LAND USE SCHEDULE
TOTAL IMPERVIOUS COVER IS 72.2% OF SITE
PAVING SPECIFICATIONS
STANDARD DUTY 6" - #21A AGGREGATE BASE MATERIAL
PAVEMENT 2" - SM 9.5A
PROPOSED USE
THE DEVELOPER IS PROPOSING TO CONSTRUCT A 1300 s.f. ADDITION
TO THE EXISTING RESTAURANT WITH AN ADDITIONAL 24 PARKING
SPACES.
EMPLOYEE COUNT
THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT IS 25.
SEATING COUNT
THE NEW TOTAL SEATING COUNT WILL BE 175.
TRAFFIC GENERATION
ITE CODE 831 (QUALITY RESTAURANT)
6,094 s.f. GFA
ADT (WEEKDAY) = 96.51 TRIPS /1,000 s.f. GFA = 588.13
ADT (WEEKDAY, A.M. PEAK) = 6.33/1,000 s.f. = 3B.58
ADT (WEEKDAY, P.M. PEAK) = 9.72/1,000 s.f. = 59.23
ADT (SATURDAY) = 92.65 TRIPS /1,000 s.f. GFA = 564.61
ADT (SAT., PEAK) = 11.06/1,000 s.f. = 67.40
ADT (SUNDAY) = 72.63 TRIPS /1,000 s.f. GFA = 442.61
ADT (SUN., PEAK) = 8.55/1,000 s.f. = 52.10
EXISTING
%
POST DEVELOPMENT %
BUILDING
4750
s.f.
7.6%
6094
s.f.
9.8%
PAVED /CONC
31152
s.f.
49.8%
39017
s.f.
62.4%
OPEN
26621
s.f.
42.6%
17412
s.f.
27.8%
TOTAL
62523
s.f.
100%
62523
s.f.
100%
TOTAL IMPERVIOUS COVER IS 72.2% OF SITE
PAVING SPECIFICATIONS
STANDARD DUTY 6" - #21A AGGREGATE BASE MATERIAL
PAVEMENT 2" - SM 9.5A
PROPOSED USE
THE DEVELOPER IS PROPOSING TO CONSTRUCT A 1300 s.f. ADDITION
TO THE EXISTING RESTAURANT WITH AN ADDITIONAL 24 PARKING
SPACES.
EMPLOYEE COUNT
THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT IS 25.
SEATING COUNT
THE NEW TOTAL SEATING COUNT WILL BE 175.
TRAFFIC GENERATION
ITE CODE 831 (QUALITY RESTAURANT)
6,094 s.f. GFA
ADT (WEEKDAY) = 96.51 TRIPS /1,000 s.f. GFA = 588.13
ADT (WEEKDAY, A.M. PEAK) = 6.33/1,000 s.f. = 3B.58
ADT (WEEKDAY, P.M. PEAK) = 9.72/1,000 s.f. = 59.23
ADT (SATURDAY) = 92.65 TRIPS /1,000 s.f. GFA = 564.61
ADT (SAT., PEAK) = 11.06/1,000 s.f. = 67.40
ADT (SUNDAY) = 72.63 TRIPS /1,000 s.f. GFA = 442.61
ADT (SUN., PEAK) = 8.55/1,000 s.f. = 52.10
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TABLE OF CONTENTS
APPROVAL
DEPT. OF PLANNING
VIRGINIA DEPT. OF TRANSPORTATION
6 COMMUNITY DEV
SHEET 3 /7---- - -SITE PLAN
DEPT. OF ENGINEERING
VIRGINIA DEPT. OF HEALTH
DEPT. OF ZONING
ALBEMARLE COUNTY
0W
02
SERVICE AUTHORITY
ALBEMARLE COUNTY FIRE
OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL
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TABLE OF CONTENTS
SHEET 1 /7----- -COVER SHEET
V
SHEET 2/7 - - - - -- EXISTING CONDITIONS
2
SHEET 3 /7---- - -SITE PLAN
V)
SHEET 4 /7----- -STORM DRAIN PROFILES
O
SHEET 5/7 - - - - -- LANDSCAPE PLAN
0W
02
SHEET 6/7 - - - - -- LIGHTING PLAN
z
SHEET 7 /7------ LIGHTING CUT SHEETS
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REVISIONS
APRIL 28, 2008
COUNTY COMMENTS
05. l ,3, DEj
A�t� t�Fv (s1ol�
DATE
MARCH 12, 2008
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APRIL 28, 2008
COUNTY COMMENTS
05. l ,3, DEj
A�t� t�Fv (s1ol�
DATE
MARCH 12, 2008
FILE NUMBER
7016
SHEET
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REVISIONS
APRIL 28, 2008
COUNTY COMMENTS
pC5,13.08
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DATE
MARCH 12, 2008
SCALE
1" =20'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
7016
SHEET
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KEY
QUANTITY
COMMON NAME
BOTANICAL NAME
HEIGHT
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WILLOW OAK
QUERCUS PHELLOS
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1-
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FRAXINUS AMERICANA
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AS SHOWN
RM
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RED MAPLE
Ln
N/A
Exist
i
Sanitary
i
Manhole
GINKGO BILOBA MAGYAR
Top- 516.88
2.5"
11-507. 8
K
II- 507.88
KATSURA TREE
I0- 507.68
N/A
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KEY
QUANTITY
COMMON NAME
BOTANICAL NAME
HEIGHT
CALIPER
SPACING
WO
4
WILLOW OAK
QUERCUS PHELLOS
N/A
3.5"
AS SHOWN
WA
4
WHITE ASH
FRAXINUS AMERICANA
N/A
3.5"
AS SHOWN
RM
6
RED MAPLE
ACER RUBRUM
N/A
3.5"
AS SHOWN
G
1
GINKGO
GINKGO BILOBA MAGYAR
N/A
2.5"
AS SHOWN
K
2
KATSURA TREE
CERCIDIP HYLLUM JAPONICUM
N/A
2.5"
AS SHOWN
YC
2
YOSHINO CHERRY
PRUNUS YEODENSIS
N/A
2.5"
AS SHOWN
JM
3
JAPANESE MAPLE
ACER PALMATUM
6 - 7 FT
N/A
AS SHOWN
PM
1
PAPERBARK MAPLE
ACER GRISEUM
6 - 7 FT
N/A
AS SHOWN
CM
7
CRAPE MYRTLE
LAGERSTROEMIA INDICA
12 - 15 FT
N/A
AS SHOWN
NS
1
NELLIE STEVENS HOLLY
ILEXX "NELLIE R. STEVENS"
4 - 5 FT
N/A
AS SHOWN
BP
17
BLUE PRINCESS HOLLY
ILEXX MESERVEAE
18 - 30"
N/A
5'
C
16
CARISSA HOLLY
ILEX CORNUTA
18 - 30"
N/A
5'
OL
20
OTTO LUYKEN LAUREL
PRUNUS LAUROCERASUS
18 - 30"
N/A
5'
TH
2
THORNLESS HONEY LOCUST
GLEDITSIA TRIACANTHOS
N/A
2.5"
AS SHOWN
SM
2
SAUCER MAGNOLIA
MAGNOLIA SOULANGIANA
N/A
2.5"
AS SHOWN
LL
4
LITTLELEAF LINDEN
TILIA CORDATA
N/A
2.5"
AS SHOWN
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LANDSCAPE PLAN NOTES
LANDSCAPE REQUIREMENTS
INTERIOR LANDSCAPING (Section 32.7.9.7b)
PARKING LOT
— 94 PARKING SPACES (PROP. + EX.) @ 1 LARGE OR MEDIUM SHADE TREE / 10
SPACES REQUIRED.
— 11 LARGE AND 8 MEDIUM SHADE TREES PROVIDED.
— 39,017 s.f. (PAVED PARKING AND CIRCULATION AREA) @ 5% = 1,951 S.F. OF
INTERIOR LANDSCAPING REQUIRED.
— 4,803 s.f. OF INTERIOR LANDSCAPING PROVIDED.
TREE CANOPY REQUIREMENTS (Section 32.7.9.9)
— TOTAL SITE AREA = 62,523 s.f. @ 10% = 6,253 s.f. OF TREE CANOPY REQUIRED
— 8,948 s.f. OF TREE CANOPY PROVIDED.
4 WHITE ASH @ 371 s.f. CANOPY /EA = 1,484 s.f.
4 WILLOW OAK @ 419 s.f. CANOPY /EA = 1,676 s.f.
6 RED MAPLE @ 234 s.f. CANOPY EA = 1,404 s.f.
7 CRAPE MYRTLE @ 77 s.f. CANOPY /EA = 539 s.f.
1 GINKGO @ 104 s.f. CANOPY /EA = 104 s.f.
2 KATSURATREE @ 289 s.f. CANOPY /EA s.f. = 578 s.f.
— 2 YOSHINO CHERRY @ 99 s.f. CANOPY /EA s.f. = 198 s.f.
3 JAPANESE MAPLE @ 163 s.f. CANOPY /EA s.f. = 489 s.f.
— 1 PAPERBARK MAPLE @ 80 s.f. CANOPY /EA s.f. = 80 s.f
1 NELLIE STEVENS HOLLY @ 44 s.f. CANOPY /EA = 44 s.f.
2 THORNLESS HONEY LOCUST @ 424 s.f. CANOPY /EA = 848 s.f.
2 SAUCER MAGNOLIA @ 254 s.f. CANOPY /EA = 508 s.f.
4 LITTLE LEAF LINDEN @ 249 s.f. CANOPY /EA = 996 s.f.
TOTAL CANOPY PROVIDED (POST DEVELOPMENT) = 8,948 s.f.
— ALL LANDSCAPING SHOWN IS EXISTING AND IS TO BE MOVED WHERE INDICATED.
THERE IS NO NEW LANDSCAPING PROPOSED.
— ALL LANDSCAPING IS TO BE MAINTAINED BY OWNER AND REPLACED BY OWNER
SHOULD ANY DIE.
— THE PROPERTY OWNER SHALL BE SOLELY RESPONSIBLE FOR REPLACING ANY OF
THE REQUIRED LANDSCAPING THAT MIGHT BE REMOVED FOR MAINTENANCE OR
REPAIRING OF THE UTILITIES LOCATED WITHIN THE DRAINAGE EASEMENT ALONG WORTH
CROSSING AND FORTUNE PARK ROAD.
— TREES ALONG WORTH CROSSING ARE TO BE LOCATED OUTSIDE OF THE SITE
EASEMENT.
— EVERGREEN SHRUBS TO BE ALLOWED TO FORM CONTINUOUS EDGE AND REACH
MATURE HEIGHT.
THIS PLAN IS FOR LANDSCAPING PURPOSES ONLY!
TAX MAP 9684, PARCEL 1A3
GATEWAY VILLAGE
TOWNHOMES
D. B. 1613 p. 71
ZONED 915
PRESENT USE COMMON AREA
OWNER.* GATEWAY VILLAGE TOWNHOMES ASSOCIATION
SCALE I"= 20'
20 10 0 20 40
SCALE IN FEET
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REVISIONS
APRIL 28, 2008
COUNTY COMMENTS
o5. ,3. 095
DATE
MARCH 12, 2008
SCAM
1" =20'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
7016
SHEET
50F7
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FILE NUMBER
7016
SHEET
50F7
LUMINAIRE
SCHEDULE
'7
MARCH 17, 2004
Reflectances
Symbol
Label
Qty
Catalog Number
Description
Lamp File
Lumens LLF Watts
Symbol Avg
5%
Max
AS2 250M SR4SC
ARCHITECTURAL ARM-
ONE 250 -WATT CLEAR Lt 110399.ies
20500 1.00 291.7
F]
S -1
3
MOUNTED ON 20'
MOUNTED CUTOFF
ED -28 METAL HALIDE,
22.1 fc
o
110.5:1
20.0:1
STRAIGHT STEELLUMINAIRE WITH SR4SC HORIZONTAL POS.
DUMPSTER
5%
POLE
REFLECTOR.
MAX HT <
DUMPSTER
5X
5%
EXISTING AS2
ARCHITECTURAL ARM-
ONE 250 -WATT CLEAR Lt110399.ies
20500 1.00 2191.7
❑
S1 -EX
2
250M SR4SC
MOUNTED CUTOFF
ED -28 METAL HALIDE,
5%
o
ENCLOSURE
MOUNTED ON 20'
LUMINAIRE WITH SR4SC HORIZONTAL POS.
5%
7.1 fc
0.6 fc
11.8 :1
STRAIGHT STEELREFLECTOR.
DUMPSTER
5%
5%
ENCLOSURE
PROPERTY LINE
X 0.2 fc
POLE
0.5 fc
0.0 fc
N i A
N / A
DUMPSTER
EXISTING WSR
ARCHITECTURAL
ONE 175 -WATT COATED LTL11335.IES
11080 1.00 215
e
WM2 -E
2
175M MD
SCONCE WITH MEDIUM
ED -17 METAL HALIDE,
DUMPSTER
5%
PROPERTY LINE
0.1 fc
THROW DISTRIBUTION
HORIZONTAL POSITION.
0.0 fc
N / A
N / A
ENCLOSURE
WITH CLEAR, FLAT
DUMPSTER
5X
5X
ENCLOSURE
GLASS LENS. COATED
5X
5%
ENCLOSURE
LO
DUMPSTER
LAMP.
5X
ENCLOSURE
DUMPSTER
EXISTING SR4SC-
ARCHITECTURAL ARM-
ONE 400 -WATT CLEAR
l
20500 1.00 1158.5
S4 -EX
1
SR3 - SR4W
MOUNTED CUTOFF
ED -28 METAL HALIDE,
TIMBERWOOD GRILL
5%
5X
MOUNTED ON 20'
LUMINAIRE WITH SR4SC
HORIZONTAL POSITION.
ROUND STRAIGHT
REFLECTOR.
STEEL POLE DDB
r CL
FINISH
B °KPa 4619-01
LO -2
�
W
PW"M, MW
Wa nommMW
STATISTICS
REVISIONS
'7
MARCH 17, 2004
Reflectances
Name
Front
Back
2' BLOCK WALL
5%
5%
Description
Symbol Avg
5%
Max
Min
Max /Min
Avg /Min
.4
DUMPSTER
5%
EXISTING LOT
X 4.0 fc
4250 SF FLOOR AREA
22.1 fc
0.2 fc
110.5:1
20.0:1
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
MAX HT <
DUMPSTER
5X
5%
ENCLOSURE
'1.4 '2.
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5%
5X
ENCLOSURE
NEW TIMBERGRILL LOT
X 3.7 fc
5%
7.1 fc
0.6 fc
11.8 :1
6.2:1
DUMPSTER
5%
5%
ENCLOSURE
PROPERTY LINE
X 0.2 fc
DUMPSTER
0.5 fc
0.0 fc
N i A
N / A
DUMPSTER
g
5X
ENCLOSURE
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5%
PROPERTY LINE
0.1 fc
0.5 fc
0.0 fc
N / A
N / A
ENCLOSURE
CD ko
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5X
5%
ENCLOSURE
LO
DUMPSTER
5%
5X
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
TIMBERWOOD GRILL
5%
5X
r CL
XP° 4604-I
.0
LOT .-
�
1463
LUMINAIRE LOCATIONS
mEi MW
_
Location
No. Label
X Y
MH
Orientation
Tilt
.0
1 S -1
565.7 -12.5
20.0
156.5
0.0
2 S -1
590.7 -69.1
20.0
-29.5
0.0
.c
3 S4 -EX
481.1 -13.8
20.0
0.0
0.0
4 SI °EX
453.3 109.3
20.0
-2.9
040
5 S1 -EX
378.9 -109.4
20.0
-1.3
0.0
6 S -1
302.3 -83.4
20.0
87.4
0.0
7 WM2 -E
344.7 -30.9
15.0
178.7
0.0
8 WM2 -E
372.5 -30.7
15.0
181.3
0.0�
PROOSED-
LUMINAIRE
SURFACE SCHEDULE
REVISIONS
'7
MARCH 17, 2004
Reflectances
Name
Front
Back
2' BLOCK WALL
5%
5%
2' BLOCK WALL
5%
5%
DUMPSTER
5%
5X
ENCLOSURE
.4
DUMPSTER
5%
5%
ENCLOSURE
4250 SF FLOOR AREA
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
MAX HT <
DUMPSTER
5X
5%
ENCLOSURE
'1.4 '2.
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5%
5X
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5X
5X
ENCLOSURE
DUMPSTER
5X
5%
ENCLOSURE
DUMPSTER
5%
5X
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
DUMPSTER
5%
5%
ENCLOSURE
TIMBERWOOD GRILL
5%
5X
111
b.0 1
b.0 b.2
110
100
i
A'M= n
'1 1.5 4 5 11.6 1D.6 '1.0 1.4 1.5 11.4.1'51 4.7 44.9 44.6 .4 4.0 1.1 '1.0 '1.5 '1.1
70.1 3 1b.8 72.9 0'7 2.5 7.4 2.4 '1002 '2 `6 b.7 b.6 11 '1.4 '2.5
'1.3 .0 7. '2.2 '2.1 '1. h 4 '1 2 .9 .8 .9 b '1.2
0
'1. 4.0 4 '2. .0, '1. 7 4 '1.5 '1.3 '1.5 '1.0 '1.0 '1.5 '1.6
7.
14.4 13.0 12. '1.8 12.3 '2.0 12.2 17.0 12.2 '1.3 '1.2 '2.0 '2.1
4.2 4.6 A. 14.6 '4.2 4.6 '4.1 4.2 '1.6 '1.3 10.2 3.
4.2 %.0 '2.6 `2. '2. S 6 8 Sa '1.0 '4.1 '5.
2 +Pad 5 °° a' °°*4:tT =1.3"°°:h "r I W
3 '7. ' µW� °,6 2.1 .0
4 'g.3 '13.4 9 .1 113.0 '10.8 '6.3 '3.0 .2
_ .PROPOSED
LUMINA IR
5 .0 '16.0 w '18.2 y 18.8 1$.3 .5
9 '13.6 '17.2 '8. '15.1 "3.7 t.0 e
'4.9a 5. 16.1 '6.6 x.00 .1 b.
0 'j °0 {J.0 '1 .0 '10.7 73 '$.1 '4.8 .5
....,..,,a ^„ °�°a^ Y ^� ° j,1 .2 '5.9 44.2 4.1 '1.7 'b.
0 7.7 76�.4 17 '6.9 b.2 '5.4 b.5 .1
"h..� 'S.6 4.5 4.3 14.3 '53 }'_ .7 .8 �
4 '4.2 'k5. ' 0 12.7 '1.8
4 a m 7. b.8 4.6 '5.q '5 $. 44.
1 '3.0 uaw'dviauc'l.7 '1.3 b.9-N
{� 9 '1$ '3.6 5.2'$.4 ' .9
2 '2.5 '2.7 7 '7 .3 '1.3 10.9 10 .8' o -2
6 12.7 '7.8 '2.2 '1.2 .6 .5 5° ROPOSED
10.6 '1.1 5 LUMINAIRE
416 1.1 7.2 b 10.6 10.3 ,2
4 '5 6 .7,
Plan View
Scale 1" m 30'
f 4w
GATEWAY VILLAGE
TOWNHOMES
�€ € * K= a
W
WAC UNITS TO BE RAM ON
F W WEV,
PHOTOMETRIC PLAN CONTACT:
PAT MORGAN
ILLUMINATION CONCEPTS
11i
r
U a cco W
U
C%j co
W
Z 0� No
zo
Q
W @)
U 00 W o
og aZ �z
W 2
01 O j W
Z -j N
W Q , _ U'
0 � N
y cc
J W 0 o u_
y � JLo
(� L" U N
W P
�
W aW 00)
Q 0) W
W0
REVISIONS
'7
MARCH 17, 2004
°
TAP_ "'1
WM -3 -3
b.
O -
(MOVED)
}..5,,,...b.9 i
NOVEMBER 16, 2004
Z
0 z
1D.0
o ONE STORY
O Q o
�
.4
RESTAURANT
n
4250 SF FLOOR AREA
W a
0
1100 SF PATIO DINING
/P
V /
5350 GROSS SF TOTAL
'
b.9 '1 a
MAX HT <
°
b.0
s OO°
i� 'M 'WA
I
WM -3-
MOVED)
'1.4 '2.
70.1 3 1b.8 72.9 0'7 2.5 7.4 2.4 '1002 '2 `6 b.7 b.6 11 '1.4 '2.5
'1.3 .0 7. '2.2 '2.1 '1. h 4 '1 2 .9 .8 .9 b '1.2
0
'1. 4.0 4 '2. .0, '1. 7 4 '1.5 '1.3 '1.5 '1.0 '1.0 '1.5 '1.6
7.
14.4 13.0 12. '1.8 12.3 '2.0 12.2 17.0 12.2 '1.3 '1.2 '2.0 '2.1
4.2 4.6 A. 14.6 '4.2 4.6 '4.1 4.2 '1.6 '1.3 10.2 3.
4.2 %.0 '2.6 `2. '2. S 6 8 Sa '1.0 '4.1 '5.
2 +Pad 5 °° a' °°*4:tT =1.3"°°:h "r I W
3 '7. ' µW� °,6 2.1 .0
4 'g.3 '13.4 9 .1 113.0 '10.8 '6.3 '3.0 .2
_ .PROPOSED
LUMINA IR
5 .0 '16.0 w '18.2 y 18.8 1$.3 .5
9 '13.6 '17.2 '8. '15.1 "3.7 t.0 e
'4.9a 5. 16.1 '6.6 x.00 .1 b.
0 'j °0 {J.0 '1 .0 '10.7 73 '$.1 '4.8 .5
....,..,,a ^„ °�°a^ Y ^� ° j,1 .2 '5.9 44.2 4.1 '1.7 'b.
0 7.7 76�.4 17 '6.9 b.2 '5.4 b.5 .1
"h..� 'S.6 4.5 4.3 14.3 '53 }'_ .7 .8 �
4 '4.2 'k5. ' 0 12.7 '1.8
4 a m 7. b.8 4.6 '5.q '5 $. 44.
1 '3.0 uaw'dviauc'l.7 '1.3 b.9-N
{� 9 '1$ '3.6 5.2'$.4 ' .9
2 '2.5 '2.7 7 '7 .3 '1.3 10.9 10 .8' o -2
6 12.7 '7.8 '2.2 '1.2 .6 .5 5° ROPOSED
10.6 '1.1 5 LUMINAIRE
416 1.1 7.2 b 10.6 10.3 ,2
4 '5 6 .7,
Plan View
Scale 1" m 30'
f 4w
GATEWAY VILLAGE
TOWNHOMES
�€ € * K= a
W
WAC UNITS TO BE RAM ON
F W WEV,
PHOTOMETRIC PLAN CONTACT:
PAT MORGAN
ILLUMINATION CONCEPTS
11i
r
U a cco W
U
C%j co
W
Z 0� No
zo
Q
W @)
U 00 W o
og aZ �z
W 2
01 O j W
Z -j N
W Q , _ U'
0 � N
y cc
J W 0 o u_
y � JLo
(� L" U N
W P
�
W aW 00)
Q 0) W
W0
DATE
MARCH 12, 2008
SCALE
CONTOUR INTERVAL
2 FEET
REVISIONS
MARCH 17, 2004
JUNE 1, 2004
JULY 30, 2004
.J.I W g
SEPTEMBER 28, 2004
NOVEMBER 16, 2004
DATE
MARCH 12, 2008
SCALE
CONTOUR INTERVAL
2 FEET
FILE NUMBER
7016
SHEET
6OF7
r
.J.I W g
0
�w
Z
0 z
O Q o
�
7 W
` J
MW�
W a O m
W a
0
/P
V /
CL
FILE NUMBER
7016
SHEET
6OF7
F,
LUMINAIRE SCNEWLE
Catvro9 tltlntb {r
LessMchorBolts
,.10110161* MOi
1
Symbol
4001
Lobo • Ut)f Cdllat" Number
Ousayiptlore
Lntlrtp
IF% l.uMeflu, LLF tt'ditlbt
1itrMONl 001 -- matt, welkkMrays, palwhv tars and surtgpndiat; scree,
Ati'S2 25tlt+A 8R48G ARCHITEWMAL, APM11-
81 MCIWFM ON 21Y WX kWC-D CU'1't:?FF
ONE 260-WATT CLEAR
EC)- 281VISTAL 14J0.t. M,
`r. #liO396.1ee. 2WO 11.00 291,7
*
STRM 34T ST1r"tL
WM06WW W1n1 SR480 HORIWNTAL PAS,
11081 dl wall thldkneas. of t18+. 014 avant door frame NU knpaet,oshlsil;
Arallltoehiral Arta & Roadway L gWng
POLE.
RMECTOR,
klttr tr tfatoll•ttaasi rrtrY tad rosaarlinQ. Nfi, lrrytant
el'ecuioal clesitocotors
tart. t1Mtu7ow, ta Ntiff !banad rd ;c a
WW J2 WSR 1?'GM WT
Apai€rCt; ufm
SCONCE 1 17" WIVE
CWP- 476-ffifA'TT cT.1~AR
l=t) -17 ME' Aj 14ALM,
t- T0133r IE5 MOD 1X0 2116
120Pxx4
6MCM, SktAtr+g(1 ",Qsndltrd vagmilpoo r4f llexots for supetu r unifore:hy
ii'1RC)1A DISTRIMMON
H0PJZWtAL POSITION,
204W, 25QW, 32DW, 35QW, 40OW
and 1tlterohArlgaebiit. No twoff dlw1bWoha arlilloblet Typo 111 (tosdWAy).
#Q' In W (V1ou>1l:(ng
V4(rH CLEW FLAT
`'i t tW
M
thf ovl} irsd V taY4xr owa $)taro).
1
VOLOTA19 1. SY M - > 16it Is cnotarn wattage avtotranvfamu[r baustt
OLASa LENS CLEAR
ttArWilld. 200W. 3YOtA1 Aced 3binM rdttuira Sailer tWA Pu1Yb Start Danast
OM49 4et8o°
(moat ordar WWA tupllan), All btltdito and i billnta$ 0 at t movable
:fjreaf +trtJdttlt
pntvor tray with tool-Isms Itfith bad havo potAe i0eklltg 00"nagt
AerisDriliNtaundag7 HK-0
P19911, 01111144ts 00 ttupper- sxatrnd nmd 100)6 f0tary4oati d. Pefaatain,
LP11` t fit
.
YdlkA -2 2 tR1Sf3 4T51v1 MV
ARCHITC07URAL
ti.3Gf3NGTs 1af(T'H ME01UM
of4e 176 -WATT CoATen
!~Ei.17 MEi{ti t fAi lE3li,
LT(1133S.1Efa tibBU i.W 215
OM28AS 2oti80°
T1T �3S•iM6JT10N
Wl� EAR, Fi.ro►T
HORO[?1+th'At.�bSf ON,
oftkS 2at9v
0
-
GLASS LEIS, 00Ai7E#
available,
t11i1;tNd �-•• tit. Elated fdtdnderdl. t:SA fhattiliad tr NtTNI GanaGed leas iiptans).
Wolof 4" IW 120.4 kn) ---
ill. iltted dUh0t11A tor' Wet Id000rs Idthlo faowl% otted rr taru-up Brian-
Uioni. IP rated,
of�tmonsiontl trip inrftJ Oftn atom untHSo taarwivolipodflod.
ORDgRING INFORMATION
Eumptas M2 22M 0111#2120 ft &p ONA IN
ChoorPtha# laidf[ faaratoltrgriatnaetcixturoNt4tda +Rauiiayoftrne tsandwA Nft(,nthaoppreprlutel[ne_
Order at4wamay***aaoomwouteto0no mb4n
wtt4 -.4 IWSR 17116W17r
ARCHITECTUt
:S"CE W1114
ONE 116 -WAIT CLP-AR
ED -37 MMA. HAUDF,
L'TLI133s IFS 12800 1,00 219
gstiea
�
I-t1RWARD TWOW
HORIZONTAL POSITION,
8• -9
1� 3PA squirt polo nrouli tttg (sip) gipped telaatlell filrabitoolw8l colotsa
CSR 24b1r1
03TRIBUT ON WI'TO
SP MI1910 fuse IIM 2",$7, ale T91 Sttlx"M QOtafs
ANIM
71101 vv9A Watt bracket NO or doY0 n!t nooMe fuse (2f1l, 244, 49OV, Ills TO) DOE UnA branto
Aix mom
CL1 fit, FLAT OLASS
PM NEMA ouist4otit rocoptacie ovty 1e1.4ndsfa)
AU 3WMI
_
AO O Ahura(
LEN3 MEAR'LAMP.
(ti( C4reaelon•resfslapt firnith ORL 81attt
.314 ix 18 x 3
M r
QUAD A 260M
e' �i2CI�fIT1~G"t"URAL, ARMI-
ONE 400 -WATT' CLEAR
0.125
• �'
$'+1 SR00 -SR3-
Wt1NT'ED:CLt• OP
i~R28 METAAt, i ArUOE.
I .. I 2a5O(7 1.00 1158.5
M Sagrrtatlwd Types fi roadvrey
IP 8tgtlismod TV00 IiI itynrntotfio
SR4W- MQUNTW
LUM1:NA0W_- VM SR46C 14ORIZOWAL P0,00101%
S14311liwopted iytp6 itr fgrwerd
ffiraw, sharp t[rinif
pixpmptac tt9R2e stC131i1t5A51H
t;]ItI WROUND
WLEtTCR,
Olds(" i It9o4noroeA
LPiI tarrt0 incttded IsYandardi oA>" Atld
toward throw
STRAJGHTa
4V Ldss lamp Will Rost
1;k5$ 90groirm tl Type V sgttpla
*MOM 2 kto tgraaa
$h!"id Sepatstelyl
.2
01110$ 8 tit 90da0lerrfs
FNi NEMAtvliat J=V F51121),24th240A
1 8
A,ur.Aamm
Catvro9 tltlntb {r
LessMchorBolts
,.10110161* MOi
M 7 P
Vh
TAPS & RPECIFUTICNS
Heist YYAe
TP
1itrMONl 001 -- matt, welkkMrays, palwhv tars and surtgpndiat; scree,
, ee tsl;r� tYftFlll,lvs�: ry win ,
T302 3- 112 "O.D,(3'NPS)
Hxx'•s
NedtontalArm
( raekot(ltixtura)
t:flh:xrpilftlT #dK -- flaoaftl, dirr.cnst; single•p[eoa aluminum housing wltil
T35: 4 "O,U.(3.1l2 NPS1
11081 dl wall thldkneas. of t18+. 014 avant door frame NU knpaet,oshlsil;
Arallltoehiral Arta & Roadway L gWng
�mttrred, gtettl lasts i3Jfb" thfukl, (spar trrkmer is foist( r }a!katad :uhf, ona•
DrillpAounfing7
klttr tr tfatoll•ttaasi rrtrY tad rosaarlinQ. Nfi, lrrytant
el'ecuioal clesitocotors
tart. t1Mtu7ow, ta Ntiff !banad rd ;c a
AS2
FtNitjH »- Stmoard 11010 M d0rk bronto WRO) poly !rw powdrtr tlydsh, with
OMS Modiumbrome
alher erah)SaCUhrri! roiom HvYa11itbt9.
120Pxx4
6MCM, SktAtr+g(1 ",Qsndltrd vagmilpoo r4f llexots for supetu r unifore:hy
HAt 1111E
and c ontral, ltetlattom att#ett wb tioMoss fantanem and ere folatabt6
204W, 25QW, 32DW, 35QW, 40OW
and 1tlterohArlgaebiit. No twoff dlw1bWoha arlilloblet Typo 111 (tosdWAy).
#Q' In W (V1ou>1l:(ng
Typ% ill (atymlos k), YVp iV tfotwsrd. throw), Typt ;V (Wide, lei" d
'dttpe
`'i t tW
M
thf ovl} irsd V taY4xr owa $)taro).
1
VOLOTA19 1. SY M - > 16it Is cnotarn wattage avtotranvfamu[r baustt
01�4'Throadod
ttArWilld. 200W. 3YOtA1 Aced 3binM rdttuira Sailer tWA Pu1Yb Start Danast
OM49 4et8o°
(moat ordar WWA tupllan), All btltdito and i billnta$ 0 at t movable
:fjreaf +trtJdttlt
pntvor tray with tool-Isms Itfith bad havo potAe i0eklltg 00"nagt
AerisDriliNtaundag7 HK-0
P19911, 01111144ts 00 ttupper- sxatrnd nmd 100)6 f0tary4oati d. Pefaatain,
LP11` t fit
OMIOAS 1oIW
.w
mdgO. fasa (mills( w1h capper amy, niak0pirtad RMW shall ah0 tea•
too,, 3.0 0110 eIn)
OM28AS 2oti80°
Ur aWact Vi. &std.
Wfd1h;
oftkS 2at9v
0
INVAUA110K --- intagrnl arm tar pile ar watt mountng. oomol moulionga
040111' 93 {2t.4 t +r)
available,
t11i1;tNd �-•• tit. Elated fdtdnderdl. t:SA fhattiliad tr NtTNI GanaGed leas iiptans).
Wolof 4" IW 120.4 kn) ---
ill. iltted dUh0t11A tor' Wet Id000rs Idthlo faowl% otted rr taru-up Brian-
Uioni. IP rated,
of�tmonsiontl trip inrftJ Oftn atom untHSo taarwivolipodflod.
ORDgRING INFORMATION
Eumptas M2 22M 0111#2120 ft &p ONA IN
ChoorPtha# laidf[ faaratoltrgriatnaetcixturoNt4tda +Rauiiayoftrne tsandwA Nft(,nthaoppreprlutel[ne_
Order at4wamay***aaoomwouteto0no mb4n
0.125
Aix 2601r1 8
TO R
LPI - Rp0
gstiea
�
� Qpt74ax ��mm� ^�j
ltohape pitksrtttiap
8• -9
1� 3PA squirt polo nrouli tttg (sip) gipped telaatlell filrabitoolw8l colotsa
CSR 24b1r1
bras( HPAd halt ambling
SP MI1910 fuse IIM 2",$7, ale T91 Sttlx"M QOtafs
ANIM
71101 vv9A Watt bracket NO or doY0 n!t nooMe fuse (2f1l, 244, 49OV, Ills TO) DOE UnA branto
Aix mom
,Ti'J AUMAt (Nast Arm adnplars
PM NEMA ouist4otit rocoptacie ovty 1e1.4ndsfa)
AU 3WMI
"M 00tt"ft wadyht amt, (nn phdtotawal) Ofiw"whiiA
AO O Ahura(
•�W
tit tati"t paid onto
(ti( C4reaelon•resfslapt firnith ORL 81attt
.314 ix 18 x 3
T04 DOW'Decarttive towed arm, 08 truer(( te)hrilw swom IMW 'Yearttutred 00aam
S$ 60'4C
$purr€ pule vnlyr
molmem, lamp trot inoludod) 0$00 gort: stay
0.125
11
98 Heusasidp shlald tin SFA 904w) Sy,p,O LlOht pray
fOtaltthNttftll
,
N, Aa1f hap. ullIV tlrUlints
`Ora
Art PnlffrgetnW CIrevk 9»E� Brack
M Sagrrtatlwd Types fi roadvrey
IP 8tgtlismod TV00 IiI itynrntotfio
tart attrt rotrsqu trsart
atd� rinttsrmtotroaluro odwhen
+ +OVa!w,lrv4fntanWObaarrw.
IF, T aper proof 011"awhito
CSA C$A eprXId . DNNII 04th branza
S14311liwopted iytp6 itr fgrwerd
ffiraw, sharp t[rinif
pixpmptac tt9R2e stC131i1t5A51H
son NOM Cart## NO 0PE 6roto
SOWA Swr OWA Pout Staft eel n& D>il* (lark cad
$PAW %gmbhtad 'type iV wide,
Olds(" i It9o4noroeA
LPiI tarrt0 incttded IsYandardi oA>" Atld
toward throw
0000 21tt"48644mm
4V Ldss lamp Will Rost
1;k5$ 90groirm tl Type V sgttpla
*MOM 2 kto tgraaa
$h!"id Sepatstelyl
.2
01110$ 8 tit 90da0lerrfs
FNi NEMAtvliat J=V F51121),24th240A
1 8
ti1ANA8 4hrt9adsAlrewa
?a NRMAWM tpttk rE (8t?VI
5.0 x W.0
134drxAfr stl2trd4rgrarrsfrovnd
poluapnlo
PE4 romA't ft-locit FE WOO
Na`tS,r`
443
Pry NEMA by imook PE tonj
_ 343
'r f>: tvstysarpaueeajient�tldtetp�lxa.
ASM VROM oulfil
x Chat a ll oteey"t evallekliltylal Carledo.
so 9horurrg Carp for PM 60M
s g�rrlrti[ i�pbakartt417Q .788.240,�77tf}[rjAe.577.
+�rr[ilaaRfial.
14 x:01' is Y'1!.`iDir Ahwnft9 840W
4 MavnWd3nt,etc•uprt ciao,( elan. lixtw�eisdla ,.prz>aatiunllyterl. {1�areaa9[7drgiR��kfgngYrr r. tVArst06us9dWWtrAUndpale�rfi6alntAptfrPAt.
5 Sh)ppatlaaparetaty.
t3 dotterdktaerpryfaravaUabplly.
Nurnberafihcrurea
7 moyGs
Ohs 7 b °. T
fr AridltlatialurohiretaarrafCOdtthsawai (ablolsa8 2yla' BCRp�y08 irMi2e itlt Wo A II•32Q p/p tt /rr
vvav, ilthaniaaamfotrrloretilformarlon, pit q$1 •t� 141 1 Alii(a4111; J1 711( AST 9Aitfi9F4ffIt
9 tdatavadabtr 'whAdttst!`ular1d49>)V. - ..����dET�'t -� 0.1�A�Q ABi� i181Dit13,�0
13ttidoar
...... ... ..........
.. .......... , ... _......,.._ ..Ittiithi i'}` ARS9•iVI ,..........1At 130.....
,........ .... ..... ... ................ _,.....
AS2 Metal Halide Area Ughfing
� 1 xi 36 x 4
Cnlri"fff ham bt lltllt mvatl
WOO Wwidlliw
A62 400M S114N1 'Tot ft LTl.1ti11if A62 400M SRS T'etttm,altl(19l) AS' 400M 8I14SG u No, aLlow
0WK,.M0F!)1VAYItIr{ ter iClliftlFt)nji2�S1t70i �0#tIi1137i{3fQN
lilt N4eb1 ""lamp.0 rhltW
lwhinp, t nfg tralaaplt-b"M tMN Sr
ml>sal�lphel I>�titisiftlgh,ctll�f,
V
NWES;
i abetaler trtrioter afarottwrdisertbut #onras:e »b+aatrpas+<d
tryp{it the Wthonitl E,hlrrhnDwabetr0 (tvt+rw,lidtaniaaarnl.
z #ar pt6lctrrrEotl rrileraaterfat4aa re,etsull the0itniaal Bata tab.
3 ' t' asoetiroourmtttt68NAa4tdNl�AatsndardsUtlder
aytobllited fattarotAtY, catlQl ;iadts.VglTnudapntrtft>giaufam
earl oauirdltfutentis batvrQett tabutetory rsnd acWatfiWd
tYhalllout4Mtlentd .(�jtttaNalonif andl�rlelllgeGeA�erQbalrttl
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6
1
e
f IMlrAru4gt1'�Ulae,ll,liii�p, *+FtNW,li ,
4-
+1(1lFWlillabMi # tllfe611tIp, $24C0►ttetl
-hIAflMte, iQO!Adtttili 6alSad. art 9ti'
ttel�ptrt t)iaitlAltAltld 814!iBG, c�Oft,
Albussiag ltdljltt f1AtrAatiaa IF6tafar
(Mpialrtytia•la lewal bYtjss airt+rgien trtstvr}
lair. � 11'.x5
451(, r 5,s
8o, ft. � 11.38
40% M 0.71
a QottACNarrfvatar
fAAr-1jP,wq,ax1A,rw1v,ffr1,v=
rwaw�
FEATURES & SPECIFICATIONS
caNST�irl;Tlau '
Woldable- grade, fret- roliod, commercial - quality eafbon stool tubing with
a minimum yield of 55,400 psi (11- gauge), 0,000 psi { ?- gauge }, Uniform
wail thickness of .125" or .188`, Shaft ore ona -piece with a longitudinal
oloctric resistance Weld, Uniformly square in cross- seetion with flat sides,
shall cortor radii and excellent torsion. Avallabie shaft vridths are 4", 5"
end 6'.
Anchor base Ig fabricated from hot -rolled carbon stool plate that meets
or oxbeeds a minimum yield efongth of 36,000 pal, The anchor baso is
provided with slotted holes. Base cover is finished to nrat:6 pole.
A henditole having nominal dimensions of 9'x 5' for all shafts. Included is
a cover with afiaehment scrows.
Top cap provided with all drill-mount poles.
Fastoners are high - strength galvanized zinc- plated or stainless stool"
NNISH hark bronze (0011) polyester powder standard. Other arehlto'e-
tural colors available.
GROUNDING --- A nut holder located immediately Inside the hondhole rim is
providet) with a Ur 13 UNC grqund bolt and nut
ANCHOR BOLTS -• Top proflon of anchor bolt is galvanized per ASTM A-
153. Made of steel rod having a Inlnimtim yield strength of 55,040 psi,
[Notes Typo,
,ti+tatlht:hor Sege Poles
SSS
SWARE STRAIGHT STEEL
ORDEI ING INFORMATION Exainp(e; SSS 2050 DMIS ODD
Choose tho boWN" eataloq noliweciatare that boot suits your nuoda end
wilco it In the 8hpproprlate blank,
SSS
Shat typaj NOMIAai shaft ATomTnal shaft base slzar MauntTngr Options
Toroth welt thtol[ness '---' ---
SSS TononMountl Shippodlneualled Arci»tocturotColors
10 M 39 toot t&oo back pago.)
(See book peed,)
HANDHOL.E 0i4IEINTATION
13 } B
llan hale
NOTES:
I When ordorine toeon mounting and drill rnountlre for the cams
polo, follow th)9 example; f3M28/rko. Tire Corn notion requires to
extra hendhote.
9 31xe and A' tenon* available on S' and e' shafts only,
t The drilling template to ba used fora particular Iurl+4ppeiro deponda
an the luntinalre Chet Is usad. A�efor to To Teohnlasl Cr SoFnon
W tho outdoor Olnder for Drllllag Terr I too,
4 Specify Wmlon and ortontettoh whdn ordoring option,
For let *e, Specify the hololht In toot etwvo baca of polo,.
l5komAla; 5ft - s wtd loft s0
For god 'rc : Spoclfy orlontatlon from hantiholo ,tA E3,C.D)
nefor to rba 1441ndhe7e 0401)(460)) diagram on dills: pope,
G Horhomat arm is 1p" x 2419° O.D. tenon standard,
0 Combination of tonaH•top and drill trhount raqulrea extra hondholo.
7 Additional colors evadable; see Arohitoctural Colors brochure,
form no. 794.x.
p
PT Opentop IS
VAR
LessMchorBolts
(powdarlihish)r
124 231a'0,0.(2'iNPS)
Vh
Y(brat#on0amper StandaidColpm
T25 2 - ?/6 O.B. {2 tJ2 "NP5)
TP
Tamper Proof
DOB Dark bronze
T302 3- 112 "O.D,(3'NPS)
Hxx'•s
NedtontalArm
( raekot(ltixtura)
DMIM White
T35: 4 "O,U.(3.1l2 NPS1
r371aas6
Costoon0udetless
apt Black
DrillpAounfing7
Max.
wet its
el'ecuioal clesitocotors
pM19 tat90°
IOLx4
FestoonGflOWet
lesselooldoel
OMS Modiumbrome
OM28 2eti9o"
120Pxx4
Urcoupling
DNA Natural
Plulronum
OMPRPL 9, ht 1800m ifhono vide 34P.ihor4
314 '0eupiing
R. Sandstone
V11:048d
OM29 2at001
1t.Prut a
1zNPxx4
'
11 Coupling
11'2 "Threade61,41pplo
DGC Cherooa[gray
pAme 3at9o"
UNPitO
01�4'Throadod
b7G Tennisflroan
OTG Tenntgr
OM49 4et8o°
1NPxx4
pfppple
1 "ThreododN# to
ORA
AerisDriliNtaundag7 HK-0
E)ctraHAndhoto
1156 Steslblua
OMIOAS 1oIW
314;xI8x3
90
CALV t;alvanirad
OM28AS 2oti80°
4.10x14.0
01125
finish
oftkS 2at9v
0
1$.1
$78
1tM38AS 3 atg#w
293
8-3
3/4;xl8x3
bM45AS dat90°
SSS 16 4G
16
0 x 18:0
IMPORTANT IN91ALILATION N01a,
• Do apt erect pules without hailing RAuros lnstallod.
+ ractory- supplied termplow must be used whorl sattotd anchor
bokr, tlthonla will noot accept claim for incorrect anehorage
ploodmeht duo to faidure to use factory template.
+ if pates are stored ,outside, all profdot -rve wrapping mutt be
romoved lmmadibWW to prevent finish damage,
+ IRhoilia is not rotrotmfblo for the fnridetlon design.
+ InIUUMlon raaufaots prow to he Parked under bats to amuse
01111 4011tact with foo)adation.
Outdoor STioet #: polo -58S PL - 320
SSS Square Straight Steel Pules
A
TECHNICAL iNFORMATION
8011
Ease
Anehor
Warehouse Template
Base
EPA (ft') with 1,3 gust
projection
Square
Dolt
Catalog
Numtser,
Nominal
shaft
ienih fee t?
Pple Shaft
Size(inxinXiff
Wall
Thickness
„{ no, os)
Ganh
60
Max
wet ht
00
rn h
Max.
woi it
160
m h
10
Max.
wet its
BoRcircle
(inches
Bmltsize
Iirt.7xln.xin.)
Approximate
shipwejght
oundsi
SS.S '10 4Q
10
4.0 x I0.0
0.125
11
30.6
765
23,8
595
413
8• -9
3/4 x 18 x 3
75
SSS 1240
112
4.0x12,0
0.125 -
11
24.4
610
18,8
470
10
370
8-9
314;xI8x3
90
SSS 1440
14
4.10x14.0
01125
11
19.9
0
1$.1
$78
11.7,
293
8-3
3/4;xl8x3
100
SSS 16 4G
16
0 x 18:0
0.125
11
15,9
398
11.8
295
8.9
223
8• -9
.3/4 ,x 18 x 3
115
US Is 4C
18
4.0-x 18.0
as
0..126
11
12.6
316
9.2
230
6.7 .
188
9
.314 ix 18 x 3
1 5
S$ 60'4C
20
4,0x24.0
sear
0.125
11
9.8
240
6.7
167.
4.5
150
8 -•9
3/4;x 1813
140
SSS
20
1004alle
0,188'
7
18:5
416
12,28
310
9.3
.2
8--8
3/4;130x3
1 8
SSS 20 Be
20
5.0 x W.0
0.125
11
11.7
443
123
_ 343
'94
235
10 - -12
1 x(36 x 4
185
S$S 20 5111
20
5.0 x 200
0.188
1
25.1
703
21A
535
16.2
405
10--12
� 1 xi 36 x 4
265
SSS 25 4C
25
4.0 x 25.0
0.126
11
4,8
1110
2.6
100
1,0
50_
$--9
3J4 )x 18 x 3
170
$SS 25 46
25
4.o, x 25.0
0,183
7
10,81
270
71
188
16.4
135
8-•.9
V4 )x 90 x 3
245
SSS 25 6C
2o,"
5,0 x 25.0
0.125
11
0.8
246
63
157
—7-51507
p aitult #pOrdsr►dw�l�t rutb:aagaotbititidlnutriia4,
10 -12
1 x; 36 x 4
226
SSS 26 6G
25
5.0 x 2510
0,188
7
18.0
350
12,6
$50
5.0
250
10 - -12
1 x; 36 x4
320
SSS 31146
30
4.0 x 3010
0.186
7
6.4
160
4.0
100
23
68
8-"9
3)4tx 30 x 3
296
SS$ 3D 5C
3fl
6,0):30,0
0,126
11
4.7
150
2.0
50
--
--
10.12
t x. 96 x 4
265
SSS 84 50
30
5,0 x X0
01188
7
10.7
267
63
167
3.9
100
110 --12
1 x, 36 x 4
380
SSS 30 GO
30
0 x 30.0 1
0,188
7
153
392.
113.2
267 16.4
160
11 - -13
1 x :36 x4
520
SSS$5t36
35
6.0x35.0
01188
7
5.9
150
216
100 1
--
--
10.42
1x;30x4
440
sss'"s8111
35
6.0x35,0
0,188
7
9.5
237
S.0
150 11.8
50
11 -43
1x, 36x4
640
SSS 39 SG
39
6.0x39.0
01188
7 1
6.1
128
1,3
33
-
111 - -13
]1',36x4
6011
C- --*I
BASE DET
Shalt Bolt
8011
Ease
Anehor
Warehouse Template
Base
Clydo
projection
Square
Dolt
Anohor Bolt Number
Size
A
0
C
Dewiplion
Desdfptlon
4 "C
8112`
4 314 "• -4"
W
A03SS•40
AB18-0 P40004
4%
8.1/2"
2.3/4 -4"
8'
ABSSS aQ
A630.0 PJ5004
5'
10'-&
3. 318 " 4"
11'
ABSSS -5
A896 -0 RJ500i0
$'
11"• -13'
3- 3/I;' -4'
12.11?.`
ABSSS -6
A838.0 PJ50011
1MIPORTANP
Theto o4otfkatlons Oro lntondod for gsntrel purposes 6oaly. Llthonia reserves the right
to change msterioi or dosilin, wihout prior notice, in a eorrainuine Mart to upgtedo its
products.
leiag Number
I`FAWRES & SPKINCAI(IONS
ridtot
>dCi71►ft� VROw�rlfalEifBUytota
IM,-2 I
INTFNDEtl USE ••-- For 4ulld;n3- and Wal),mnunted applioaltotts.
FrSFWn2biHtCWVlafnlhunoN
• t�rrM+`i
CON4THtfCTION "-- tiuggad, dio,oas4 sin6ls•plstto sluminuot hrauang, pill.
ij Q yh
WaII( "fyrptgtted E.tghiitl�l
Peet door trd" bet a 116" thlift ttmparid 0111A tart, Oftor 02me It luny
LtlN9rp11srria;u - Rugged, dio -oatt ainght -were alt ml avm housing, We-
V
14'
VId1h onli-0)600 loo 3111tune.
e4st door trotho bus x 1%A" thick ttr»parad_g)ass tors, Der frame is folly
DOaorativa
Wa(T•'Motlo d t.ightfol;
FIN161od
FIIJISH --• SiondArd flniah is act/( textured it4lk hrpnxa i0991l Corrnrian•
h is
`; �; :�::::» ••....,.
Mir
WSR
rdslokht p0jillsolt a pA wder,Mich, Witt •atbor Arch O MNI 0103 avollable.
fa k "J "••ar ;� =�.
WSR
iARlGfettt ttotyastar poivrd;3r tlniair, wHh 4th9f arrhiletta3'etl cifiave avallabla,
OPTICAL 9Y8'ITM -; $9Qlilil" teflaotots for svparbr aridotmCy Acrd con-
►
1Gtb
OPY(tAt, tVS19M -•• S"metxcd ronliliwo fair $bporior Ufl#oM V rind con-
tnA, eellomars are htbtrtitanpaabts. rhrrte feu atMtf dt "62ht dit"daons
i
0.311
1(N T'119. NA( D5
04480% Ft ltorWard shrew), NO foodtunr throws and Wr twidd thtmul. Four
( i
hiAt^ r741I,141sLME
$Dt1iIN17y1N
WII%M drtributbns 4valraW, M {forward ihraw, 109E t, 1. Mau Imediisro
thtaiv. UK UP). tb W (wide thrrow, 10% ups Add P 1DtJ1 lupld*Wn mddlum
. , e FJ1kHtAna '�ti'�„ HI�(tL'i��SSUf'�S{ii)lilipl
lama. �a up 0% do*.
- ��
prrosie "", 1
355.1 row
Eti'CicAt, "Stf:M ---- $Offil5AW t IN$ a bNh rsocttrnte, blob pw*r fate
r
!�zrs "w+� i
till�tiPit�fai4iR1 817ttlt3lH
vac bilt"L 45S u1ins p MO&Ano Not per` faptot 00861, 115W ut(fit4o a
.�
36W_1 sow
44r;W00009b 00 trattsforator ballast. QulOk 410001140 plug eekiiy dire
,
0,18
a.r8
ebMirats ralbptter hart b 6110L Satiates are fmppvi�W Wnd end i't)RSt, tae.
5ipWmps
4.0
OAS
fare- Xeated. �634141it, medlar -biwg satklllt whh oNVer ulky, 4ickO plated
tybaatt! ptruNasAtos
tit
7miip9
straw shod anti aertrtt oonta6L tit (mod Wily, O W 40 pu w irMad,
0.72
4.48
0.53
(NSTALtATION -- UnIVOrsdl inNootihp meahArilbm with idta$raf Mouihting
Length( 1" (417)
130
1.01
supoort alfowa MW# to hinge dotan. Subbla Covet pmvidss coftitt align,
deptr 11.0 W41
4At
15dWN -011
?A01 With D ofy ipttatie1611,
Qvplis0 HaNtm 7.7.511$,4)
IS
U,5I
0114 --• Ul, UOW tritenderd). t6A Bred tape ilptlOW, figitsbls ter Wit
M8lt, Welghl: 3,rt lba (t3. kg)
1p009ahs (derma 104804n limed in lept -tfp alleltttwont, vvtu option ft"ars
tlrrarali 14e1ght 7.28 (t8,4)
thntt locpdmr Sarno In up Affatttdtian (sea Optiansj, lf$6 tarot(.
Al 6trtoo06m are leohas tceirktforq) 4nlo4i Mhtrmito spotdied.
ORDERING INFORWCN
6r;MIt :W000Mrr1200 LPI PUT
Caaasa the i0idfsae overt not"llviktom that Ilea auix your nA66 and write it on she
INSI )OC46n 141 "frt up orlontabon (ate tlpilana). JP65 randd.
aP0W?l6% 600,
ORDERING INFORMAI.10
W$it 1To i lib to
LM • ODST
l7fM Pr
Ull," Ltr1 DNAt
#rbtN41► well yrittr>xe rte--- 1liett)lwttpq wt,o tt , -^•. -- wppfEaktfi
VItS>4 1t1sh61 04llda plowflllgtltl ulatsffrxtialls In
410014Ine(PI164 in Tbtatm
Amillfs+siturm L•atlltso
1iQ{A Fr frarwar4 throw up
8F Mnglofusst17.0,277,a47t1.
Steadstel
ftiUtwod cvlatt.
1 mo modttlm ilxtlw 2W
111a TO)
OVAT
Dark hrome
106M (austod lift Owl i:1<r
Bar Double use 000 24W. nfd TV,
ltroldteowtot 40fore
(3tO
1"M Wt %Mdit throw 847
Vi)
o TOV)nc
as"
Sardatone
i tIp/iit+Wb iilsbitsp4iottx xB`
1 C Circuit
ow Yoo 1 Inoridescutlt
0vr
lB NAT
t
u mhlium
ftd¢� mna fTe FIRWaril t1l ow TBV,
uv{dt 10% uptight
lamp included)
OW149
White
iUltbO throne Wxh
0012 ronetgencv Wruult 12 vott IZW
I681p owood .std,)
OSLO
6140
lotdittln
1105 1 r WHSt
looatatt ramp stdf
as$ (luau etetfitco si'ataM 06M+
Optlool Tbxlptudi 44141A
70 WTO Imo v wi.)
moat 12DV, gusto lamp riot
includedl
DBlNIJ
(hire
Fronts
Ottk gray
10� T it;
lot 1s au& lUA14 kfi ntsdialm
Fit unhon"d cortbsiov Ivs1s.
1 ?llPd
tight gray
thya,P v a M%
uptight: &•t#t196
tattoo
CttT Non•r;ti+tt prousatva sassing
WE
0$P3
$roar(
bark red
d~110ht tcoaWd
lamp std;
We& only)
Pt? Photuelatxric catt•hdtton type
�&1')
WY
f2tWt
t;A eohanoud oarmMon tes16.
th/e ss/1'AIIF
Oatk 4ray
URM grey
iltlt4a
CAT Non4 tk {stolactivu caAiing
tWstok ontltj
W110 Wet loeoft; door fat up
SH91oll
dosNlhtlpbl (hoatsld
lamp std,j
NfrtBS
orientation
ll1$ lAwinal becktlght atiitidl
$011
tow"
ffark hrorua
White
S )7aYrmay
2 canfuhtictorvfar�veaehifityittC4r +ado
fiTt Oittetsstng tans
Llot to" Inotvdad fstd,)
,GOAL
Ul>toit
4 iraYOnitrrxskttap? assert( lie, to6. 94�27tVI;il2a•YrA3r7VIaGin►de1.
jAht lentil
SRNA
N8lutai
Natural
4 gptgrtnipasltedaptafleatiflg, 200, 200" 7,•tft06,avaNahluia)00dal.1156V
maul Attwti only
01A i3A Cvrdod
$k};;i
Stuninuna
b itbta40*,%,fthV Worm.
11118 uptight ooinponont shiatdr
$07%
Tohafa preen
p aitult #pOrdsr►dw�l�t rutb:aagaotbititidlnutriia4,
36ipPodSap+ktataty
.SIihA
04ghtMd
x Hatt+ vaih6totubkalodtuntti +fawthtDfdfdsd4irNota,
wstsw back box
SBOOA
Dark blue
8 AddldArraf6rttaittoatMltolodevoilnlo-fa; t��v�vrvlhhilaiQ .Otxtrtermoreinftxmation.
tl7A �dppraes
SgOttNt
Gtay
9 (hall whit f7t1.1!.00 ryck bnNdrta to oaaaael Inlamat stvautnat r omp4a14htt,
wallwo wirA guard'
S13Yf,>1
Y@ltavr
tflAtt uoo; t onmpanent elliotao
WV"VA vorwal guard=
Toorlis 9NAN
9 Ulm he aldered v* *We, Annear b e Wd INWIN4,
0106olr
Shotst#1 WSWM4
_ Wr ,12p
�
rN7 A A/ZNffAF1AL15ffJVr*AeV Ir WSR I ISM Ir't TS 2.PT 008T
FgATURFS & SP - �yIHIy A iO S
Pase
Tip*
FrSFWn2biHtCWVlafnlhunoN
• t�rrM+`i
INTEN0150 itS[ - Far bvildina• and watt - mounted apalications.
trlWAIRtirde
LtlN9rp11srria;u - Rugged, dio -oatt ainght -were alt ml avm housing, We-
V
14'
IT
e4st door trotho bus x 1%A" thick ttr»parad_g)ass tors, Der frame is folly
DOaorativa
Wa(T•'Motlo d t.ightfol;
gasketed ih o oe•picco (rand Silicone.
apt
Mir
XWIAH
FINISH - S1e0d6td finish fa naW ta910red (1atii bxonxl It76gtl corrosiati•
(1154
WSR
iARlGfettt ttotyastar poivrd;3r tlniair, wHh 4th9f arrhiletta3'etl cifiave avallabla,
; ";..�•, . • .:t< ^��
tBaVr'MH
1Gtb
OPY(tAt, tVS19M -•• S"metxcd ronliliwo fair $bporior Ufl#oM V rind con-
t
0,4d1
0.311
(tor, Roltoomore nrd ihferailanp0at116. "mo full cutoff dir tttight djswbtlllatlq .
t
tit
hiAt^ r741I,141sLME
evOIJ016r F1 001wetd threw), MR tmo6ium.thmw1 and Wr (wide throw). four
1
ur 'r"`a'6s?►.
I7sWM4
SIiV1 -17a1 W
tMV91At dlrirlWilona a%NUObte, FM (tofWard OmW, 10% up), MAU tmadiam
prrosie "", 1
V d
Pas
throw, 10% 1111), WTV (wldh throw. 10% ups anti Motl$ Ivp /+town medium
!�zrs "w+� i
till�tiPit�fai4iR1 817ttlt3lH
ihrovr, Sorb up 0% data,
�� r•.
36W_1 sow
Ets;CTRICAt,•Si IFM •w-• of w -lww udUzoa d high redctahto, Moll power tat.
,
0,18
a.r8
Wr bnilatt 098 ofto a r"011bo hlkh powarfattor dalloL 176W ut3frre5 a
5ipWmps
4.0
OAS
tun not- WIJUego VAO vorm4 mar bodart. lbkk dhtootfroct.040 easbty tfia-
OX
tit
7miip9
InrAneato roffemor fNm ballast. NNUM a ere noppor•wound 4M 1(x(46 fey
0.72
4.48
0.53
tprytaatad. Perdelain, madium -base sokkfi with topper 404y, okkakplated
� fljtliaa5 #tear
130
1.01
Attaw that) sttd cetttsr S111h'r Ot tit i4ttAd &SO4Str WV 4KV olm rtud,
- ..._-.-....
4At
15dWN -011
IN&TA1. ATION M. VnWorsal moVIl*9 m6attaniKtft Wilh rlilegrtl tntlunong
WOO; 1110 t4a71
IS
U,5I
140150tt 0111OW1 fiXtWO M 114VO down, (rubble loom provict43 cortt.tl align'
Oeo:1,0(22.B)
aidnt with nvettit installation,
tlrrarali 14e1ght 7.28 (t8,4)
T1$ii110 M• tJl 13ateti ( standard)" CRA 0001ed.4sse Upfiaa4t, $uiftsbto lot knot
M#rx Welgltl >!D 1ta4 tt3,6 Kg}
iotwonsr ldamp (newoon 119,0d -In lone -up v+iental mo ftj owns offira
INSI )OC46n 141 "frt up orlontabon (ate tlpilana). JP65 randd.
An dntanatana Mteihtlhit lcenrlMltorsl antics CdtErWlaeea+tiEit{8tf.
ORDERING INFORMAI.10
f:><a►nPia:wS8
l7fM Pr
Ull," Ltr1 DNAt
4Aeut4 thlt t041400 0064 rkgtortcl Wf4, ft Watt Vtu your treads and %rtto it on thl,
spptopliattr 1ki,
411 1111 Fx '[iEt LPI .OID19T
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CAM
MARCIi 12,20M
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in .� 2p'
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2 FEET
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Oz � g
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FILE NUMBER
7016
SHEET
70F7
1'. j
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REVISIONS
CAM
MARCIi 12,20M
BGIF
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CONTOUR R11EAVAL
2 FEET
wines
Oz � g
W IL
�� n
� J
FILE NUMBER
7016
SHEET
70F7
1'. j