HomeMy WebLinkAboutWPO200400096 Plan - E&S 2006-06-26j l � ram. E
FINAL SITE DEVELOPMENT PLANS FOR
RIVERS EDGE OFFICE
LOT 3 A PORTION OF
TM 78 PARCEL 58G
DB 1901 PAGE 126
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE: LOT 3 A PORTION OF TM 78 PARCEL 58G
SOURCE OF TITLE FOR PARCEL 58G: DB 2179-39
A SUBDIVISION PLAT FOR LOT 3 IS IN THE APPROVAL PROCESS.
OWNER:
FREE BRIDGE LAND TRUST
P.O. BOX 8147
CHARLOTTESVILLE, VA 22906
DEVELOPER:
CW HURT CONTRACTORS
,
P.O. BOX 8147
CHARLOTTESVILLE, VA 22906
ATTN.: KATURAH ROELL
ZONING: C1 - COMMERCIAL
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT
MAGISTERIAL DISTRICT: RIVANNA
SOURCE OF BOUNDARY SURVEY: FIELD SURVEY BY RIVANNA CNGINEERI,NG
& SURVEYING,--
PLC. #
SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY JAMES H BELL,
JR P:C"'
JANUARY 29, 1998.
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BENCHMARK: 'X' IN CONCRETE 'BASE OR STEEL�FR�ME.,ELECTRIC TA"
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A
ELEV = 361,28
a, . r
SETBACKS: BUILDING -30' FROM PUBLIC R/W
PARKING - 10' FROM PUBLIC R/W3
MAXIMUM BUILDING HEIGHT: 45'
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21B AGGREGATE BASE MATERIAL
r
2" - SM 9.5A SURFACE MATERIAL
SIDEWALKS: 4" - 3000 PSI CONCRETE
DUMPSTER PAD: 6" - 4000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE: OFFICE
PARKING SCHEDULE:
REQUIRED: ONE SPACE PER 200 SF OF NET OFFICE SPACE
(6,660 SF x 0.8)/200 = 26.4 SPACES
PROVIDED: 27 (INCLUDING 2 HANDICAP SPACES)
LOADING SPACES:
REQUIRED: 0
PROVIDED: 1
y
LAND USE SCHEDULE:
'
PRE -DEVELOPMENT % POST -DEVELOPMENT %
BUILDING: 0 SF 0 3,300 SF 5.7
PAVED: 4,459 SF 7.7 21172 SF 36.8
PERVIOUS: 53127 SF 92.3 33,114 SF 57.5
TOTAL: 57,586 SF 100 57,586 SF 100
;
GENERAL NOTES
1, DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. •BRING ANY DISCREPANCIES TO
ATTENTION OF THE ENGINEER. IT IS THE CON TRACTOWS AESPONSIBILITY .TO FIELD VERIFY ALL DIMENE
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY'THE EXACT LOCATION OF ALL EXISTING
3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMIRN
.NA. IES' ONTO PUBLIC ROADS AND PROPERTY I
OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXOEED ONE-HALF (1/2) FOOT CANDLE.
4, EACH OUTDOOR LUMINARY EQUIPPED WITH A LAMP ;WHICH EMITS 3,000 OR MORE MAXIMUM LUMEN
A FULL CUTOFF LUMINARY AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS..
5. THE RETAINING WALL WILL BE CONSTRUCTED OF COBBLE -FACED REDI ROCK. MAXIMUM SIZE: 1.5'11
COLOR: SEA FOAM BARK BROWN.
')HALL BE
DINING,,:
�i
4'W
I SITE SPECIFIC NOTES
1. THE APPROXIMATE LIMITS OF THE 10D YEAR FLOOD PLAIN ARE SHOWN ON THE SITE PLAN.
2. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
3. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN.
4. EXISTING LANDSCAPING CONSISTS OF GRASSED AND DECIDUOUS WOODED AREAS.
5. A PORTION OF THIS PROPERTY IS IN FLOOD ZONE A19.
6. THE MAXIMUM NUMBER OF EMPLOYEES WILL BE 20.
7. THE MAXIMUM IMPERVIOUS AREA ON LOT 3 IS 24,472 SF.
8. SDP-2002-129 RIVERS EDGE FURNITURE STORE PRELIMINARY SITE PLAN FOR RESIDUE OF PARCEL 58G IS
IN THE APPROVAL PROCESS.
CONSERVATION PLAN CHECKLIST
1. The following items shall be shown on the plan:
0 Trees to be saved;
0 Limits of clearing (outside dripline of trees to be soved);
❑Location and type of protective fencing;
❑Grade changes requiring tree wells or walls;
21?iaposed trenching or tunneling beyond the limits of clearing.
` 2 Markings:
0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment
operators.
0 No grading shall begin until the tree marking has been inspected and approved by a County
Inspector.
3. Pre -Construction Conference:
0 Tree preservation and protection measures shall be reviewed with the contractor on site.
ik d Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be
permitted within the driplines of trees to be saved.
5. Soil Erosion and Stormwater Detention Devices:
0 Such devices sholl not adversely affect trees to be saved.
6. EkO:
0 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing
❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected
by fencing.
0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to
grading or construction.
9. Tree Wells:
0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall
be provided and o construction detail submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be
provided; and a construction detail submitted for approval.
11. Trenching and Tunneling:
0 When trenching is required within the limits of clearing, it sholl be done as for away from the
trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative
when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
0 Protective fencing shall be the lost items removed during the final cleanup.
13. Damaged Trees:
0 Damaged trees shall be treated immediately by pruning, fertilization or other methods
recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE
'`"` I CONTRACT PURCHASER SIGNATURE
(DATE)
(DATE)
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE
WORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR; SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM 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 WATER LINES,
ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
B. WARNING WORKING PRESSURES ARE GREATER THAN 120 PSI.
ALBEMARLE COUNTY ENGINEERING GENERAQCONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PE MIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIRE IENTS OF THE PERMIT SHALL GOVERN.
ai
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.L, UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALT 1 BE INST< LED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL)i 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 ENGINEERlt OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. W m $ T�. zooy ao0&*7
'-�6m1f Type
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 192 ). Reviewed and Approved by the
Community/ 'Development Department
Date... (9 - z 6o - o a�
96
DR.ANING INDEX
S1
of
6
COVER SHEET
S2
of
6
SITE PLAN
S3
of
6
UTILITY/GRADING PLAN
S4
of
6
LANDSCAPE PLAN
S5
of
6
LIGHTING PLAN
S6
of
6
SUBDIVISION PLAT
LEGEND
MH
Manhole
BPD
Backflow Prevention Device
C/O
Sanitary Cleanout
SCC
Stormwater Conveyance Channel
FH
Fire Hydrant
PP
Power Pole
Existing Critical Slopes
Concrete
New Asphalt
VICINITY MAP
SCAL& 1"=2000'
500
Existing Contour
s50.0
New Spot Elevation
500
New Contour
Si
Benchmark
--O/E--
Overhead Electric
f
Power Pole
0-r11111
New Light Pole
\-f 4
Al PROVA-LIS
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1
PLANNING DEE'I RTMENT
ZONING DEPA
TMENT
INSPECTIONS JEPARTMENT/FIRE
OFFICIAL
SERVICE AUTIIDRITY
ENGINEERING DEPARTMENT
VIRGINIA DEP
TMENT OF TRANSPORTATION
VIRGINIA HEAL
H DEPARTMENT
BOARD OF AR
HITECTURAL REVIEW
FIRE OFFICIAL.
DfHY RAY MILLER
0402 030542
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' .;;.CURB "(BY, OTHERS)
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TOP SLAB GALVANIZED ANGLE NGSING ., a"� ' z g•" �a .-
CLEANOUT COVER ' # , • -
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GGRB at#o curTER (Br orHERs) 11 t v _
CAST IN TOP SLAB
STREET MH-1517
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PLANT AS SUPPLIED BY. AMERICAST �` • �T(S/�TY OINT " .. " "
3X3 TREE FRAME & GRATE CAST IN TOP SLAB (NOT SHOWN FOR CLARITY) .:`. i ..-. -. -•.- .' x- L " ` . _. _. "...
FILTER MEDIA PROVIDED BY AMERICAST . • v t' 1 :�„-'" 7 Route 250
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SATE ROUTE 20 Da To Ra
MULCH PROVIDED BY AMERICAST } Y.. S ----` (Vara7b0le width R/W&pavement)
51giDistance ' 0'
Sigt'Distance 51vTERLxiNCaer( ) �:--- 50'
-----------------
Al
I NOTES: S — _....
z g 'r1. This decal was prodded by FikeRb. Any 96estivne regarding ' -4 a, — ...— _ -- -` ` ^ ` — — — — — — — — — — —. — — — — — — — — — — — — — — — — — — — - — ..�_.�..�.�.._.. _._ .
this; detail must be answered by a Filers Represmlatire a - s.• - _ — — — .�.—. — — -- -- ^ — — — — - -- . "
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iJlarra Representative must inspect the Fdterra '--
z `' ' • : „9nstallation and provide written approval prior to placement of
OIL A
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< CO ERCI AL ENTRANCE
4 Fl terra Detail 20 o zD 40 so ry
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TIMOTHY
R. MILLER
CERTIFICATE No.
30542
aFFsS/ONAL
Revisions:
NO.
DESCRIPTION
DATE
4
Cty
Comments
5 23 05
5
Cty
Comments
12 13
0
6
Cty
Comments
3 2 06
7
Cty
Comments
5 23 O6
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365 a °00 oM 365
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360 it �o _ 360
XISTING GRADE
355 [-FINISHED GRADE 355
Z5
350HDP
,.
1 Storm Profile
S3 SCALE: 1"=30' (Horz)
11'=10' (Vert)
❑:__ T_
3:1 Side
Slopes (M
n 350
-R SANITARY CROSSING 345
M
z 340
)0 1+50 2+00
TOP OF
BERM
NOTES:
1. THE 8I0-FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED,
ACCORDING TO THE WATER RESOURCES PERSONNEL,
2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL
BEFORE INSTALLATION OF THE BIO-FILTER.
3. THE BIO-FILTER SOIL MIX MUST BE LUCK BIO-FILTER MIX OR TESTED AND APPROVED EQUAL.
4. THE BIO-FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS
MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC-2 MATTING. BOTH WILL
REQUIRE A MINIMUM OF 3 TREE AND SHRUB SPECIES (SEE LIST TO THE RIGHT). PLANTING LOCATIONS
SHALL BE PER COUNTY REQUIREMENTS.
5. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFlLLING
THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND
THE SOIL MIX.
FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861.
2 BI0—FILTER DETAIL
S3 NOT TO SCALE
Channel
Number _ W D LINING
__ __.... _ ......... ..... ..
1 0 1.5 VDOT EC-2 Blanket/Matting
2 0 1.5' VDOT EC-2 Blanket/Matting
3 ! 0 1.5' VDOT EC-3 Blanket/Matting
3 Stormwati
S3 Not To Scale
V
Stone Wier
EIev=343.0
Length=6' SIDE SLOPE REGRADED
TO 3:1 (MAX)
1310—FILTER LANDSCAPING
SPECIES
C+ T-5 Willow Oak (1)
+ T-4 River Birch (1)
0 S-5 InkBerry Holly (10)
Bio—fitter shall be stabilized per note 4,
And shall be planted with all three 1,3 species
as *wn on the landscape plan.
SOIL/
`�TeuwI9 , ! f f'r. SNb c >—_�_ E
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D 3 cri OF
c�' TIMOTHY R. MILLER
i
•--�— r I ,` 1 - � �i ,; CERTIFICATE No.
New: Temporary �' I ; j 1, t ,ll 0 30542
i
30'x)5' Grading I - 4.
ement �FSS/p ENS'\#
NAL
._.. - O) pa /
\ Crl CD
Revisions:
NO. DESCRIPTION DATE
c sy/ \ G \ v o, Ct Comments 5 23
! Flood n N_ /6�^��. MH-86� ,�� a /,f �� 5 Ct Comments 12 13 0;
Ze! I C� A 90 \ ;\ �„! x ✓ `" w� \ T 6 Ct Comments 3 2 06
l / O
I \ �� e y 7 Ct Comments 5 23 OE
� Steel From
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A r -2 - MP
It 0 SCC 1 Outflow A08 Fifterro \ \ \
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ts a e ( BENCHMARK:
N� � 0 d / .aft ❑❑'% \\ \ 1sv i �� o "X" In concrete base o
+ s HVAC Units \ \ e 5 I O EIev=361.28 (USGS)24;, z
— F-�-�
Tree Protection ` o'
" k r \ 1 O O
}
Fencing h o <j
New 18:, o 1\, �; P� I—�
HDPE Culvert 2 Story Building �\ \ / tea, o fob
27 \ y B f 1.
3 300 SF/Floor
vq
1 6,600 ''SF Total
M LFE = 344.00 o ` \ze
i S Ater rvice \ m
qq
' UFE 356. 00; 7 !' _ I
\ New Tree Line
Limits of Clearing ► - \ \o\ O�P,y. % __ E— < n
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Management I /le° \ — X mm
Easement �. 20' Drain Easeme
3
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\ \ 72'-18" HDPE ® 3.7 \ f' j,r- U
\ \ 15' D!ainc4e Ease -
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14 --14'13-4
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i.. Entrance —` .�t 35.4 _ _ _...::_ .. . ,�..:.. Exist: 6" DI WL ,\ ..__.. , C
t 10' Waterline Easeme 3 I
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Exls DB 13C19c377 r...- 56 .: _ _ ......N-1\Q
58 _3
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_• __ STONY P61NT ROAD
E ROUTE 20 _ z
STATE 70D' Ta cd
(Variable width R/W'& pavelq,,
Sight Distance = 700' ` F Cd — — — — — — " — — — — — ---------— — — — — — — — — — Sight Distance = 550'
-----
A/ _ — — — — -- ............ _. __.._ ... ... .. ....�. _.. ........ _..... _. .
---------------------- ---------------------_ Sheet
No
— —
20 0--�t7-- 40 60
NAW
SCALE:1 = 20' _ S3 of 6
POSSI RI C nEn,nr -� —
LANDSCAPE
SCHEDULE
— OFFICE
TREE
BOTANICAL &
MINIMUM
HEIGHT
QUANTITY
CANOPY
TOTAL
CANOPPY
KEY
COMMON NAME
CALIPER
PLA®IN
PLANTED
10 YEARS
T-1
Cratoegus Phaenopyrum
3 1/2"
—
8
145 sf
1,305 sf
Washington Hawthorn
Sassafras Albidum
T-2
2 1/2"
—
4
197 sf
788 sf
Sassafras
............
.....................-3
... ..................... ._......
Acer Rubrum
/..
2 1/2"
—
4
177 sf
531 sf
Red Maple
.......
... ....... ...................
Betula Nigro "Heritage"
........
......_..
.................
.................
T-4
2 1/2"
—
9
137 sf
822 sf
....
Heritage River Birch
.._.... _ .. ...... .......
__. ....
.........
.... -
.. ..... .__
T-5
Quercus phellas
3 1/2'
—
12
143 sf
1,716 sf
Willow .....
_.................................
...............................
...........................Oak
T-6
.
Prunus serrulata
2-1/2°
6'-7'
4
87 sf
348 sf
Japanese Flowering Cherry
......
......
Cercis Conadensis
T-7
2 1/2"
—
3
124 sf
248 sf
Eastern Redbud
.......
Clethra alnifolio
S-1
_
18"
15
—
—
Summersweat Clethra
Spires Bumolda
S-2
18"
20
—
Gold Flame Spirea
S-3
Viburnum dentatum
—
24
25
•
Mapleleof Viburnum
Prunus laurocerasus
24
31
S-4
Skip Laurel .........
Ilex glabra "Nigro"
24"
40
S-5
Inkberry Holly 'Nigro"
..W. _.
_�..
m.
—.. ,,,-
5 6
Rhododendron spp.
_
24"
19
Azalea Girard
Total Canopy
5,758 sf
N
v aim
348 F c L1 a —v
f ` f \ ° 0
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TIMOTHY R. MILLER
i CERTIFICATE No.
0 30542
n-
'S'SIONAL
'Lop
\
Revisions:
/ ;' �. ♦ NO. DESCRIPTION DATE
4 Cty Comments 5 23 01
f \ - / 5 C Comments .241340
'
\ �� 6 Comments 3 2 O6
7 t Comments 5 23 OLJ
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Type 5teMaster Roadway Series
Catalog No. Horizontal Lump Cutoff Luminaire
APPLICATIONS ,.s=
• Building Perimeters, Parks, Recreation Areas, Parking Areas, n i9o.smmt
RoacMtays. Outdoor Sales Areas, Sport Courts, Outdoor (i t2Awn)--
Areas.
CONSTRUCTION
to Precision die-cast aluminum housing.
(1551mrni . {4828irun
• one-piece fully gaskated die-cast aluminum lens frame. r- —2
• Construction and gasketing prohibit dust, moisture and bug III!
entry. T
t?s.2mm7 :�
• Toolless entry into houdng?lart3p chamber via doer/fans
smr4}
frarne latch. _ i374.
• Corrosion resistant Guraplex II bronze polyester pounder
coated finish.
• Optional designer finishes available. Sea page 281 in the EPA. is sq.n.
EaceLlne catalog. 150 to 400 Watt (MA) Metal Halide
ELECTRICAL i
• Porcelain spring -loaded 4KV pulse rated socket -mogul 100 to 400 Watt (LXj High Pressure S(xfium
base.
• High Power Factor Cb4'A ballast. 1
• Electrical components mounted to hinged ballast tray. 4s'
l tii imml
• Starting te'nperaturet t�HPS)-40`F/•40''G: C FA groin; E,
MA(MH)-2CYF/-30°C. W. y. �r ils.smm;
OPTICS sD.amnu
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• One-piece hydroformed anodized aluminum reflector. 2
• Type IV reflector Incorporates. segmented inserts. rso.amm
• 40OW MA Type II and IV optics require reduced outer
,j
jacketed lamps. c151.4mri7i '10
MOUNTING
• Factory installed die-cast aluminum arm, ISO 9001 Rery"atered
• Arm contains integral wring/splice chai•bervla side access.
Key slot design provides one person Installation.
• Hands, -free wiring.
WARRANTY/LIS'll't-
• UL 1572 listed for v4et loeatlona.
Is Published five year limited warranty t
t
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EXceLlne Luminaire Schedule
Pro ect! River's Edge Commercial Building
Symbol
Qty
Label
Arran ement
Lumens
ILLF I
Description
{
2
IB
ISINGLE 1
19100
11,000
ISMR253MA
4
1C
I SINGLE 1
19100
11,000
ISMR254MA
-]
1
ICS
ISINGLE 1
19100
11.000
1 SMR254MA — SMRGS
ALL FIXTURES ARE SHOWN MOUNTED AT 18 F ET ABOVE FINISHED GRADE
C!
4..
ExceLine
Numeric Summary
Pro jectl
River's Edge Commercial Building
Label
CalcType
Max
Min
Avg/Min
I Max/Min
Parking
Lot FC at Grad Illuminance
13.10 _:
13r9
10.2
115.50
169.50
FC Beyond Property Link Illuminance
10.01
10.7
100
10.00
10.00
ALL VALUES SHOWN ARE HORIZONTAL IlIt
FIXTURE DISTRIBUTION TEMPLATES ARE Sit
VALUES DO NOT INCLUDE SUPPLEMENTAL LII
CALCULATIONS DO NOT INCLUDE OBSTRUCTIO
1, ,Y
i `.
I
FOOTCANDLES AT GRADE
AT Or25MFC.FOR REFERENCE ONLY
FROM ADJACENT PROPERTIES OR STREET
FROM LANDSCAPING AND TREES
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R. MILLER aCATE
No.542
7
o�FSS/OfVAL
E�G��
Revisions:
NO.
DESCRIPTION
DATE
Ct
omments
Ct
Comments
6
Ct
Comments
M23
7
Ct
Comments
3
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