HomeMy WebLinkAboutSDP201700062 Plan - Approved Final Site Plan and Comps. 2018-05-14EXIST NEIN DESCRIPTION
X 125 TC TOP OF CURB ELEVATION
X 125 SPOT ELEVATION
X 125Tw TOP OF WALL ELEVATION
X 12'BW BOTTOM OF WALL ELEVATION
BENCHMARK
TREE LINE
FENCE
STREAM
- -- 12 INTERVAL CONTOUR
oo INDEX CONTOUR
CG -2 STANDARD 6" CURB
CG -6 COMBINATION 6" CURB &
GUTTER
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
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RIVER51DE VILLAGE
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OVERHEAD ELECTRIC WIRE
UGE
UNDERGROUND ELECTRIC
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OVERHEAD TELEPHONE LINE
.............:.::::............. UGT
UNDERGROUND TELEPHONE LINE
C7
PROPERTY LINE
- -
ADJACENT PROPERTY LINE
Variations to approved ZMA for landscaping and setbacks approved by the
VACATED PROPERTY LINE
C9
BUILDING SETBACK
- UTILITY DETAILS
PARKING SETBACK
0
BENCHMARK
-
DRAIN INLET (DI)
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STORM/SANITARY MANHOLE
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C 1
LIGHT POLE
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UTILITY POLE
...........................
SANITARY EASEMENT
....... ..... ....
GRADING EASEMENT
Route 20 and located on the property of The Elk's Lodge.
DRAINAGE EASEMENT
. ----------
UTILITY EASEMENT
.................. ........... -
WATER EASEMENT
........................ ...
ACCESS EASEMENT
SOURCE OF BOUNDARY
STORM DRAINAGE EASEMENT
TREE LINE
FENCE
STREAM
- -- 12 INTERVAL CONTOUR
oo INDEX CONTOUR
CG -2 STANDARD 6" CURB
CG -6 COMBINATION 6" CURB &
GUTTER
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
f I NAL 51TE DEVELOFMENT FLAN FOR
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IMAGE PROVIDED BY GOOGLE MAPS
GENERAL CONSTRUCTION NATES
SHEET INDEX
C I
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- COVED SHEET
C2
200 Garrett St, Suite S
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- BLOCK * LANDSCAFE SUMMARIES
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- EXISTING CONDITIONS * DEMO FLAN
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220
- SITE PLAN
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- GRADING FLAN
C7
sz
s
C8
Variations to approved ZMA for landscaping and setbacks approved by the
- UTILITY PROEI LES
C9
09/02/2015
- UTILITY DETAILS
C I
0
- INTERSECTION SIGHT DSTANCF
C1
I
- MOT * ROADWAY D ETA i LS
C 1
2
- LANDSCAPING FLAN * DETAILS
C 1
3
- LANDSCAPING DETAILS
C 1
4
- LIGHTING FLAN * DETAILS
C 1
5
- LIGHTING DETAILS
Datum for topography is NAVD88.
N
Benchmark located 40 feet South of the utility pole at East corner of Block
1 adjacent to
Route 20 and located on the property of The Elk's Lodge.
Benchmark Elevation - 381.5'
Field survey provided by Roger Ray & Associates on 7/24/2017.
N
Site plan for original subdivision, field verified by Shimp Engineering staff on
5/16/2017
SOURCE OF BOUNDARY
E
Recorded Plat: D.B. 4475 PG. 705
BUILDING HEIGHT
Maximum: 45' Per approved ZMA #2016-00019. See sheet C2.
y
SETBACKS
Per approved ZMA #2016-00019. See sheet C2 or page 4 of the ZMA.
EXISTING USE
Vacant Land
PROPOSED USE
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GENERAL CONSTRUCTION NATES
SHEET INDEX
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- COVED SHEET
C2
200 Garrett St, Suite S
- AFFROVED FROEEERS *LOT REGULATIONS
C3
out
- BLOCK * LANDSCAFE SUMMARIES
C4
TMP 78G -1-A
- EXISTING CONDITIONS * DEMO FLAN
C5
220
- SITE PLAN
CG
Dam Inundation Zone
- GRADING FLAN
C7
11
- UTILITY FLAN
C8
Variations to approved ZMA for landscaping and setbacks approved by the
- UTILITY PROEI LES
C9
09/02/2015
- UTILITY DETAILS
C I
0
- INTERSECTION SIGHT DSTANCF
C1
I
- MOT * ROADWAY D ETA i LS
C 1
2
- LANDSCAPING FLAN * DETAILS
C 1
3
- LANDSCAPING DETAILS
C 1
4
- LIGHTING FLAN * DETAILS
C 1
5
- LIGHTING DETAILS
SIGNATURE BLOCK
CUR ENTCCOP(V��T PLANNER
CURRENT DrEVELOPMENT"ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE/OF
ARCH ITECTU RAL REVIEW BOARD
BUILDING OFFICIAL
- r4w (�
1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the
Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any
discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwiise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any
clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or desiginee, it is deemed necessary
in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926).
GENERAL WATER AND SEWER NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY 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 ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 1HE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT,
THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY,
4. DATUM FOR ALL ELEVATIONS SHOWN IN 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 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALI FIRE HYDRANT
LINES, SERVICE LATERALS AND WATER LINES, 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,
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE
SAFE DIRINKING WATER ACT).
OWNER / DEVELOPER
AM I
Riverside Village Properties, Inc.
Use Description
200 Garrett St, Suite S
Qty
Charlottesville, VA 22902
out
ZONING
in
TMP 78G -1-A
Total
NMD - Neighborhood Model Development ZMA 2012-00002.
220
EC - Entrance Corridor
4
Dam Inundation Zone
15
Scenic Byways Overlay
11
Steep Slopes - Managed
Commercial
Variations to approved ZMA for landscaping and setbacks approved by the
board of
supervisors on 12/10/2014. Affordable housing proffer revision approved on
09/02/2015
ZMA-2015-00003,
74
ZMA 2016-019 for additional density for Block 1 was approved by the Board
of
Supervisors on 5/10/2017.
1 65
SOURCE OF TITLE
89
Tax Map 78G, Block 1, Parcel A
56
DB 4150 PG 20
DB 4475 PG 705 (Plat)
MAGISTERIAL DISTRICT
�
Rivanna
i
SOURCE OF TOPO
Datum for topography is NAVD88.
N
Benchmark located 40 feet South of the utility pole at East corner of Block
1 adjacent to
Route 20 and located on the property of The Elk's Lodge.
Benchmark Elevation - 381.5'
Field survey provided by Roger Ray & Associates on 7/24/2017.
N
Site plan for original subdivision, field verified by Shimp Engineering staff on
5/16/2017
SOURCE OF BOUNDARY
E
Recorded Plat: D.B. 4475 PG. 705
BUILDING HEIGHT
Maximum: 45' Per approved ZMA #2016-00019. See sheet C2.
SETBACKS
Per approved ZMA #2016-00019. See sheet C2 or page 4 of the ZMA.
EXISTING USE
Vacant Land
PROPOSED USE
o
24 Multi -family residential 2Br dwelling units:
Commercial Use: 13,284 SF
AFFORDABLE UNITS BY TYPE & BLOCK
15% Affordable dwellings per C.O.D. section VI
Total Riverside Village residents = 93 x .15 - 14 Affordable units required
Blocks 5 provided 4 units + Block 2 provided 6 units 10 affordable units.
Block 1 provides 4 affordable units + 10 = 14 affordable units
LAND USE SCHEDULE
EXISTING Area %
Undeveloped Area 104,980 SF 100.0%
Total= 104,980 SF (2.41 ac.)
PROPOSED Area % -
New Building 13,290 SF 12.66%
New Pavement 39,463 SF 37.59%
New Sidewalk 8,148 SF 7.77%
Plaza 6,421 SF 6.12%
Open Space 37,658 SF 35.86%
Total- 104,980 SF (2.41 ac.)
Total Impervious Area - 67,322 SF (64.12%)
WATERSHEDS
This site lies within the Upper Rivanna River Watershed,
outside any Water Supply Protection Areas.
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005
(Community Panel 51003CO287D), Block 1 is located in an area of minimal flood hazard.
MECHANICAL EQUIPMENT
Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
FIRE CODE REQUIREMENT
Knox Box Required, Contact Albemarle County Fire Marshal Office For Location.
PARKING & LOADING
Required Parking: 2 Spaces per Unit (2 Bedroom) 24 X 2 = 48 Spaces
1 Per 250 SF of commercial 13284 / 250 - 54 Spaces
Required Loading: 1 loading space per 8,000 SF. 13284 / 8,000 = 1.7 spaces
Provided Parking: 110 Spaces 5 handicap & 1 loading spaces
TRIP GENERATION
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Use Description
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Total
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24units
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15
18
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Total
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File No.
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COn:tiiurlity Uevelopment Deparlmen1
File# ' G ��01 9
Approve4 by the Board of Supervisors
Date
} II
PROFFER. STATEMENT
Sig ;afore Planner
ZMA Number: 201600019
Original Proffers
Amendment X
Tax Map and Parcel Number: 07800-00-01-00OA0
Owner: Riverside Village Properties, Inc.
200 Garrett Street, Suite O
Charlottesville, VA 22942
Hate of Previous Proffer Signature: August 22, 2015
Date of Proffer Amendment Signature: ,April 28, 2017
2.41 acres to be rezoned frown. NMD to NMD
Riverside Village Properties, Inc, is the owner (the "Owner") of Tax Map and Parcel Number
078010-00--01-00OA0 (the "Property") which is the subject of rezoning application ZMA No,
2016-00019, a project known as "Riverside Village: Block I" (tie "Project"). For the purpose of
these proffers, the Project is further described in the Code of Development and application plan
(the "Plan") entitled "Rezoning Application Plan Amendment to Block. 1. for Riverside Village"
prepared May 21, 2012 by Shimp Engineering PC, and last revised on April 0.201 T
This current proffer statement for Block I (the "Proffer Statement") supersedes the proffer
statement dated August 20, 2015, for ZMA 201500003 as it pertains to Block / only. The Plan
supersedes, as to Block I only, the previous Cade of Development and application plan entitled,
"Rezoning Application Plan Amendment for Riverside Village?', prepared by Shimp Engineering
PC, last updated June 18, 2015, which 2015 Application Plan pertained to the entire Riverside
Village development project (18.56 acres referred to at the time as Tax Map 78 Parcel 58).
Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle
County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be
applied to the Property if it is rezoned to the zoning district identified above. These conditions
are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions
are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants
that it is an authorized signory of the Owner for this Proffer Statement.
t � .
1, Affordable Housing. Within the Project, the Owner shall provide fifteen percent
(15%) of the housing units as affordable housing units ("Affordable Housing Units") in the form
of for -sale and/or for -rent condominiums or apartment units. The Project Affordable Housing
Units shall be subject to the requirements as set forth in Section VI of the Code of Development,
The Project Affordable Housing Units shall be constructed within Block I as shown on the Plan.
A. For -Sale Affordable Units, All purchasers of the for -sale Affordable
Housing Units shall be approved by the Albemarle County Housing Office or .its
designee. The for -sale Affordable Housing Units will be designed for households with
incomes less than eighty percent (80%) of the area median income such that housing
costs consisting of principal, interest, real estate taxes, and homeownem insurance (P1TI)
do not exceed thirty percent (30%) of the gross household income. The Owner shall
provide the County or its designee a period of ninety (90) days to identify and prequalify
an eligible purchaser for the for -sale Affordable Housing Units. The ninety (90) day
period shall commence upon written notice from the Owner that the unit(s) will be
available for sale. This notice shall not be givers more than sixty (60) days prior to
receipt of the Certificate of Occupancy for the applicable Affordable Housing Unit; the
County or its designee may then have thirty (30) days within which to provide a qualified
purchaser for such Affordable Housing Unit. If the County or its designee does not
provide a qualified purchaser during the ninety (90) day period, the Owner shall have the
right to sell the unit(s) without any restriction on sales price or income of the
purchaser(s). This proffer shall apply only to the first sale of each of the for -sale
Affordable Housing Units.
B. For -Rent Affordable Units.
(1), trental Rates. The initial net rent for each for -rent Affordable
Housing Unit shall not exceed. the then -current and applicable maximum net rent rate
approved by the Albemarle County Housing Office. in each subsequent calendar year,
the monthly net rent for each for -rent Affordable Dousing Unit may be increased up to
three percent (3%). For purpose of this proffer statement, the terra "net rent" means that
the rent does not include tenant -paid utilities. The requirement that the rents for such Tor-
rent Affordable Housing Units may not exceed the maximum rents established in this
paragraph IB shall apply for a period of ten (10) years following the date the certificate
of occupancy is issued by the County for each for -rent Affordable Housing Unit, or until
the units are sold as low or moderate cost units qualifying as such under either the
Virginia Housing Development Authority, Farmers Home Administration, or Housing
and Urban Development, Section 8, whichever comes first (the "Affordable Terra").
(2). Conveyance of Interest. All deeds conveying any interest in the
for -rent Affordable .Housing Units during the Affordable Term shall contain language
reciting that such unit is subject to the terms of this paragraph 1. In addition, all contracts
pertaining to a conveyance of any for -rent Affordable Housing Unit, or any part thereof,
during the Affordable Term shall contain a complete and full disclosure of the restrictions
and controls established by this paragraph 113. At least thirty (30) days prior to the
conveyance of any interest in any for -rent Affordable Housing Unit during the Affordable
- Page Z
LOT/ FARK NG / BU I Lal NG REGU LATION5
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PROP05ED
MIN LOT
FRONT
FRONT PARKING
51DE BUILDING
51DE PARKING
REAR BUILDING
REAR PARKING
MIN/MAX
MAX BLDG
BLOCK
CON5TRUCTED MAX
r
WIDTH
BUILD-TO-LINE5
5ETDACK
SETBACK
5ETBACK
SETBACK
5ET15ACK
5TORIE5
HEIGHT
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BLDG HEIGHT
BLOCK 1
20'
5. K. 20 10'-25'
S.K. 20 50'
5'
5'
30'
5'
2-3
45'
43'
C30.=
TKAILSIDE DK, 25'-75'
TKAILSIDE DK. 50'
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BLOCK 2
I B'
TPAILSIDE DK. 8'-50'
TKAILSIDE DK. 30'
3
5
1 O
BLOCK 2A/2C: 5'
1-4
50'
31'
r'
KIVEKWALK XING 5'- 15'
KIVEKWALK XING 15'
BLOCK 213: 0'
0
BLOCK 3
30'
TKAILSIDE DK. 18'-25'
TKAILSIDE DK, 15'
3'
51
101
5'
1-3
45'
31'
(DO
TKAILSIDE CT, 16'-25'
TKAILSIDE CT. 10'
BLOCK 4
20'
TKAILSIDE DR. 5'- 1 2'
TKAILSIDE DK. 15'
3
5'
20'
10,
1-3
45'
23'
TKAILSIDE CT. 1,5'-25'
TKAILSIDE CT. 10'
BLOCK 5
30'
MF AND COMMERCIAL
TKAILSIDE CT. 0'
0'
5'
0'
0'
2-4
60'
5 1 '
0'-2 5'
BLOCK 6
N/A
5.R. 1421: 50'
20'
10,
20'
50'
20'
1-2
30'
0'
5. R. 20: 75'
ACCESSORY
N/A
(t)
N/A
(3)
N/A
(3)
N/A
3
35'
N/A
STRUCTURES
NOTE: 1) TKAILSIDE DR, REFERS TO 'ROAD "A"', RIVERWALK XING REFERS TO 'ROAD "C"', AND TRAILSIDE CT. REFERS TO 'ROAD "B"' ON PAGE 4 OF THE C.O.D.
2) Estimate from builder
RE5TRICTION5/REQUIREMENT5 A550CIATED WITH 5TANDAKD5 ABOVE:
I . Accessory structures are not allowed between the buildln,� and the street.
2. The side setback for accessory structures shall be the same as the setback for the primary structure.
3. Accessory structures may not be more than two stories and may not be taller than the primary structure on the
lot. An additional setback may be required by County Engineer If accessory structure is accessed from an alley.
4. Porches, eaves, and awnings are considered to be part of the structure and shall not extend closer to the
street than the build -to Imes.
5. Church spires may extend above the maximum height of builclln,�.
G. Churches shall not be regulated by Stones, but by height only.
7. A G' maintenance easement, centered on each side lot line, shall be provided in Blocks 2, 3, and 4.
8. No encroachments of architectural features or overhangs are permitted within 5161e setbacks for blocks 2, 3,
and 4.
ZMA #2016-00019. See sheet C4 & C6 table X.
Team, the then -current owner shall notify the County in writing of the conveyance and
provide the name, address and telephone number of the potential grantee, and state that
the requirements of this paragraph 1 B(2) have been satisfied.
(3). ReH,orting Rental Rates. During the Affordable Term, within
thirty (30) days of each rental or lease term for each for -rent Affordable Dousing Unit,
the then -current owner shall provide to the Albemarle County Housing Office a copy of
the rental or lease agreement for each such unit rented that shows the rental rate for .such
unit and the term of the rental or lease agreement. In addition, during the Affordable
Term, the then -current Owner shall provide to the County, if requested, any reports,
copies of rental or lease agreements, or other data pertaining to rental rates as the County
may reasonably require.
2. Cash Proffers for Residential Units, Subject to the credits for in kind and cash
contributions and subject to the credits for by -right units allowed in the previous zoning as
outlined in proffer #5 approved with ZMA 201500003, the Owner shall contribute cash for each
new residential unit that is not classified as an Affordable Housing Unit for the purposes of
addressing the fiscal impacts of development on the County's public facilities and infrastructure,
i.e., schools, public safety, libraries, parks and transportation. The cash contributions shall be at
the following rate: Seven Thousand Four Hundred Nineteen and 91/100 dollars ($7,419.91) cash
for each new multi -family dwelling unit. The cash contribution shall be paid at the time of the
issuance of the building permit for each new unit within Bloch 1, unless the timing of the
payment is otherwise specified by state law. In the event that the Project is completed prior to the
balance of the In-kind Contributions, as defined in ZMA 201500003 being exhausted, no
remaining balance of the In-kind Contribution may qt@4-be applied for any other project or
development.
(3"ER:
Riverside Village Properties, Inc.
By: Paul B. Manning
Title: President
Tax Map and Parcel Number: 078GO-00-01-00OA0
Page 3
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..,� 6' SCREENING WALL
SEE DETAIL
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NEW STAIRS 4 RISERS 6" EA. EW STAIRS 5 RISERS 6" EA. A8 FO I 1
LL &
ENTIRE TURNLANE TO BE RESTRIPPED
344'
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1.l 12.009
Work He on the Stioulde, r ()pe.rafimm
VEMEN
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BfT -120'
QVC)IRs. 'V ACt,.
Ditch Sections
Section
Lining
Channel
Channel
l
Right
Side
2—Yr
10—Yr
SEE NOTES
'
2 N .3.
Slope
Slope
Velocity
Ditch Sections
Section
Lining
Channel
Channel
Left
Side
Right
Side
2—Yr
10—Yr
Depth
Width
Slope
Slope
Velocity
Depth
Al
EC -2
Matting
3
10'
3:1
6:1
2.99
0.13
All
Established
6'
10'
3:1
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2.94
0.14
RADIAL CURB.
Grass
o
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APPROX. 9.5MM
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
NOTE
4
Width
I ining
III=1 e
III -1 I S\OQ Dept h
II—III— I—III I P
I—I 11=1 I Side .- -i 11=1 11=
—III—III—" ° • " —III—I I I
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IIID III—
TYPCAL DTCH SECTION DUAL
Not To Scale
Cc 6
NOTES*
1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG -6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
I 2" R OF THE VDOT ROAD DESIGN MANUAL.
6„
A A 1i,F1, P P A
A D P A
7••
• A P D D 0 P
P P A P D
i P P A
z' -D°
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
ERENGE COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
CG -6 DETAILS
------- - -.._-._..._.------ ----- ------ ------
Not To Scale
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
V. 9/06
201.03
(FigurT F . :.'
180'- 129
REQUIRED
TMA 0PTjOtJA1,
SEE
.a 0 y 9.
SEE NOTE 8 TYPE B ORC
S,EE:NOTE 7
C HANNE UIZ IN (3
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SEE NOTE 7
SEE NOT
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210-1
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HAND CAPPED SIGNAGE DETAILS
Not To Scale
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4 x 4 5TEEL
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C 11 Not To Scale
NOTE: WHEN SCREENING CMU WALL IS USED AS RETAINING WALL
PROVIDE STEEL AND GROUT AS REQUIRED BY STRUCTURAL ENGINEER
C1 I / Not To Scale
STUCCO
44 0 @ I G° O.C.
#4 0 @ 30" O.C.
1.0,
I
#3 0 @ 12" O.C.
AT THE DISCRETION OF VDOT, THE CONTRACTOR MAY BE REQUIRED TO ARRANGE
FOR LAW ENFORCEMENT TO CONTROL THE SIGNAL AT FONTANA TO MAINTAIN SHORT
DELAYS FOR THE TRAFFIC TRAVELING FROM 250. UNDER NO CIRCUMSTANCES SHALL
VEHICLE STACKING EXTEND INTO THE INTERSECTION OF ROUTES 20 AND 250.
ROUTE 20 LANE CLOSURES ARE ONLY
PERMITTED IN THE FOLLOWING TIMES:
7PM-6AM
W.
VW, fW
I-___________ ------- _-------
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NOTES.
O
o
FINISH COAT
35, 4"
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
o
.4— 1" R
APPROX. 3MM
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
0
a
(ALONG FACE OF CURB) WILL BE PAID FOR AS
BASE COAT
RADIAL CURB.
SEE
o
�.
APPROX. 9.5MM
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
NOTE
4
0
(13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH)
o
CMU BLOCKS
" H THE TOP OF A COURSE OF THE PAVE
OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT
0
A° • a.
IN THE PRICE BID IS TO BE IAADE FOR A DECREASE OR AN
O
'
INCREASE IN DEPTH.
O
DO
5, CG -3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS
�Stucco
FOR CG -7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
Detai
C1 I / Not To Scale
STUCCO
44 0 @ I G° O.C.
#4 0 @ 30" O.C.
1.0,
I
#3 0 @ 12" O.C.
AT THE DISCRETION OF VDOT, THE CONTRACTOR MAY BE REQUIRED TO ARRANGE
FOR LAW ENFORCEMENT TO CONTROL THE SIGNAL AT FONTANA TO MAINTAIN SHORT
DELAYS FOR THE TRAFFIC TRAVELING FROM 250. UNDER NO CIRCUMSTANCES SHALL
VEHICLE STACKING EXTEND INTO THE INTERSECTION OF ROUTES 20 AND 250.
ROUTE 20 LANE CLOSURES ARE ONLY
PERMITTED IN THE FOLLOWING TIMES:
7PM-6AM
W.
VW, fW
I-___________ ------- _-------
uT3mST TYC3% i DE 4-
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ASPHALT PAVEMENT WIDENING
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NOTES.
1. THIS ITEIYI VAY BE PRECAST OR CAST IN PLACE,
2" R
35, 4"
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
.4— 1" R
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
a
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
SEE
�.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
NOTE
4
(13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
NT SUBSTRUCTURE.
''• �..
" H THE TOP OF A COURSE OF THE PAVE
OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT
A° • a.
IN THE PRICE BID IS TO BE IAADE FOR A DECREASE OR AN
'
INCREASE IN DEPTH.
5, CG -3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS
FOR CG -7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
MANUAL,
6. THEN THIS STANDARD IS TO BE TIED INTQIEXISTING
ORRER EUCHANGGEE IN STSIANDARDS VADEIS EAT REGULARADE
OPENINGS.
7"
SURFACE
BASE
SUBBASE
STANDARD 4" CURB (CG -3) VDOT
;11 Not To Scale
a
s 4" - 3,000 PSI CONCRETE
aa
a Q 4
ocoo0000
0 0 0 0 0 0 0 0 4" - VDOT #21A BASESTONE
0 0 0 0 0 0 0 0
II j II IIII j II j I I j j --- COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
� TYP CAL S D EWALK S ECT O N
C11 Not To Scale
2" OF SM -9.5A SUPERPAVE
0000000000000000 6" - VDOT #21A BASESTONE
I—III III—III IT CBRCOMPAa TOED SUBGRADE
TO BE FIELD VERIFIED
PARK NG AREA PAVEMENT SECTION
Not To Scale
2" OF SM -9.5A SUPERPAVE
ASPHALT CONCRETE BASE COARSE
TYPE BM -25.0
O O O
0000000000000000
O o o O o O o O I 6" - VDOT #21A BASESTONE
1-111-11 E
IIIIIIIIIIIII COMPACTED SUBGRADE
MIN. CBR -10.0
TO BE FIELD VERIFIED
TYPICAL PAVEMENT SECTION FOR TRAVELWAYS
Not To Scale
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
. ......... ..
MIN. WIRE REINFORCING OR
00000000000000000 #4 BARS AT 12" O.C.
4" COMPACTED VDOT #21A
IIIIII—III III—III-�COMPACTED SUBGRADE
DuMDster Pad Detail
Not To Scale
Ov
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1C. Nb. �3
4�
sS�I�NAL ���1
LANDSCAPING REQUIRED:
Total Paved Parking and Vehicle Circulation Area = 39,463 SF * .05 = 1,973 SF
Internal Landscaping Required:
Commercial Requires 10% of Total Site Area of Canopy: 104,980 SF * .10 = 10,498 SF
Residential Requires 20% of Total Site Area of Canopy: 104,980 SF * .20 = 20,996 SF
Landscape Canopy Required: 20,996 SF
Parking Lot Shade Trees: 1 Large or Medium Shade Tree Per 10 Parking Spaces: 117
Spaces/10 = 12 Trees
Parking Area: Large Shade Trees (2.5" Cal.) — 10-12 at 40' O.C.
Landscape Required Per IX of C.O.D.
Street Frontage — State Route 20
Preserving existing street trees previously approved (SDP2014-00043), which met
ornamental (interspersed) and street tree (35' O.C.) requirements. Due to pedestrian
walkways 5 trees will be relocated.
Amenities — Civic Plaza(s) — Block 1
Provided flowering ornamental trees evenly spaced around patios. Species include
Flowering Dogwood, Allegheny Serviceberry, Serviceberry, and Cockspur Hawthorne. Shrubs
provided beside plazas) to help screen parking, including Pinxter Bloom, Summersweet,
Rosebay, Aborvitae, Mountain Laurel, and Black Chokeberry.
Mitigation Areas — Parking Area — Block 1
Provided 32 shade trees, 55 shrubs, and 9 ornamental trees.
Other — Entrance — Main Road
Ornamental Trees, and Shrubs provided and visible around northern plaza
beside 'Main Road' entrance.
—Entrance — Block 1
Ornamental Trees, and Shrubs provided and visible around southern plaza
beside 'Block 1' entrance.
Provided Parking Lot Shade Trees: 32 Trees
LANDSCAPING PROVIDED:
Landscape Area = 5,725 SF
Landscaping Canopy Provided: 26,528 SF
PROPOSED LANDSCAPE SHEDULE
10
QTY. SYMBOL Scientific Name Common Name Planting Type Min. Cal /Height Spacing Root Notes CaYear nopy Canopy Total
TREES
U)
2
AA
Amelanchier arborea
Serviceberry
Ornamental Deciduous
7-8' Ht.
AS SHOWN
B&B
Virginia Native; Terrace
130
260
28
AC
Amelanchier canadensis
Serviceberry
Ornamental Deciduous
6'-7' Ht.
AS SHOWN
B&B
Virginia Native; Terrace
130
3640
5
AL
Amelanchier laevis
Allegheny Serviceberry
Ornamental Deciduous
6'-7' Ht.
AS SHOWN
B&B
Virginia Native; Terrace
130
650
1
AR
Acer rubrum 'October Glory'
Red Maple
Large Shade Tree
3 1/2" Cal.
AS SHOWN
B&B
Virginia Native; Street Tree
397
397
6
BN
Betula nigra
River Birch
Large Shade Tree
3 1/2" Cal.
AS SHOWN
B&B
Virginia Native; Street
397
2382
2
CR
Carpinus caroliniana
Amercian Hornbeam
Large Shade Tree
7-8' Ht.
AS SHOWN
B&B
Virginia Native; Street and Screening
201
402
6
CC
Cercis canadensis
Red Bud
Small Deciduous
T-8' Ht.
AS SHOWN
B&B
Virginia Native; Terrace
124
744
3
CF
Cornus Florida 'Cherokee Princess'
Flowering Dogwood
Ornamental Deciduous
7-8' Ht.
AS SHOWN
B&B
Virginia Native (cultivar); Terrace
124
372
4
CO
Cornus alternifolia
Pagoda Dogwood
Ornamental Deciduous
7-8' Ht.
AS SHOWN
B&B
Virginia Native; Terrace
124
496
4
CG
Cratoegus crus-galli
Cockspur hawthorne
Ornamental Deciduous
2 1/2" Cal.
AS SHOWN
B&B
Virginia Native; Street
184
736
1
FG
Fag us grandifolia
American Beech
Large Shade Tree
2 1/2" Cal.
AS SHOWN
B&B
Virginia Native; Entrance
227
227
6
GT
Gleditsia triocanthos var. inermis
Thornless Honey Locust
Large Shade Tree
2 1/2" Cal.
AS SHOWN
B&B
Virginia Native; Parking Lot
424
2544
5
HV
Hamamelis virginiana
Witchhazel
Ornamental Deciduous
6'-7' Ht.
AS SHOWN
3 Gal.
Virginia Native
113
565
3
LS
Liquidambar styraciflua 'Rotundifolia'
Sweetgum
Large Shade Tree
3 1/2" Cal.
AS SHOWN
B&B
Virginia Native; Street
249
747
3
MV
Magnolia virginiana
Sweetbay Magnolia
Small Flowering
7-8' Ht.
AS SHOWN
B&B
Virginia Native; Screening
113
339
2
NS
Nyssa sylvatica
Black Gum
Large Shade Tree
2 1/2" Cal.
AS SHOWN
B&B
Terrace
123
246
1
OA
Oxydendron arboreum
Sourwood
Small Deciduous
7-8' Ht.
AS SHOWN
B&B
screening
138
138
9
QB
Quercus bicolor
Swamp White Oak
Large Shade Tree
2 1/2" Cal.
AS SHOWN
B&B
Parking Lot
299
2691
1
QC
Quercus coccinea
Scarlet Oak
Large Shade Tree
2 1/2" Cal.
AS SHOWN
B&B
Parking Lot
370
370
9
QP
Quercus pheilos
Willow Oak
Large Shade Tree
2 1/2" Cal.
AS SHOWN
B&B
Street Tree
370
3330
21276
SHRUBS
14
PM
Photinia melanocarpa 'Autumn Magic'
Black Chokeberry
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
7
98
14
PR
Photinia pyrifolia 'Brilliantissima'
Red Chokeberry
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
7
98
14
CY
Calycanthus floridus
Carolina Allspice
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
26
364
25
CH
Clethra alnifolia 'Hummingbird'
Summersweet
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native (culfivar)
16
400
23
CA
Clethra alnifolia 'Ruby Spice'
Summersweef
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native (cultivar)
16
368
4
RC
Rhododendron catawbiense 'Album'
Rosebay
Evergreen Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
7
28
60
HA
Hydrangea arborescens
Wild Hydrangea
Deciduous Shrub
24" Ht.
36" O.C.
3 Gal.
Virginia Native
16
960
12
IV
Ilex verticillata 'Red Sprite'
Winterberry Holly
Evergreen Shrub
24" Ht.
AS SHOWN
3 Gal.
plant 1 Male form'Apollo' for pollinafiO 23
276
3
KL
Kalmia latifolia
Mountain Laurel
Evergreen Shrub
24" Ht.
AS SHOWN
3 Gal,
Virginia Native
28
84
12
LB
Lindera Benzoin
Spicebush
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
23
276
35
MC
Morella cerif era
Wax Myrtle
Evergreen Shrub
24" Ht.
36" O.C.
3 Gal.
Virginia Native (cultivar)
44
1540
20
RP
Rhododendron periclymenoides
Pinxterbloom
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
7
140
9
VD
Viburnum dentatum
Arrowwood Viburnum
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native
31
279
11
VDB
Viburnum dentatum 'Blue Muffin'
Blue Muffin Viburnum
Deciduous Shrub
24" Ht.
AS SHOWN
3 Gal.
Virginia Native (cultivar)
31
341
57
TO
Thujya occidentalis 'Emerald Green'
Arborvitae
Evergreen Shrub
24" Ht.
AS SHOWN
B&B
Screening
5252
LANDSCAPE NOTES:
1. Contractor to apply mulch bedding around all proposed trees and
shrubs.
2. All other landscaped areas shall be sodded.
3. All site plantings of trees and shrubs shall be allowed to reach,
and be maintained at, mature height; the topping of trees is
prohibited. Shrubs and trees shall be pruned minimally and only to
support the overall health of the plant.
4. Trees to be relocated from previous planting are not included in
landscape schedule or canopy calculations. Plantings include
Private Landscape Easement on south eas end of parcel & street
trees along Rt 20. The Landscape Plan does locate & label
relocated plants. Relocated plantings not in Landscape Schedule.
See Landscape Schedule on Sheet C13 for plant specifications.
4.1. A Private Landscape Easement includes — (2)KL, (5)RC,
(2)AL, (1 )BN
4.2. The street trees along Rte 20 include — (1)CF, (1)CC, (2)AR,
(I )LS
5. Canopy for 'landscape screening to be planted per
SUP2014-00043' not included in canopy calculations.
6. All existing landscaping that is to remain will be replaced in kind
if damaged during construction.
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LANDSCAPE SCHEDULE
v
co
v
v
Area(SF)
Area(SF)
Graphic
Planting Type
Botanical Name
Common Name
Min.
Cal./Height
Quantity
Canopy
at 10
Total
Canopy SE
Canopy
Total
Graphic
Symbol
Planting Type
Botanical Name
yrs
Cal./Height
'
Large Shade Tree
Quercus phellos
Willow Oak
See Above For
Requirements
6
370
2220
4>1
Large Shade Tree
Acer rubrum
Autumn Flame"
Red Maple
See Above For
Requirements
4
177
708
"Autumn Flame"
2" Cal.
2
177
354
�
[�
Evergreen Screening Tree
Thuja occidentalis
Eastern Arborvitae
4' Ht.
3
10
30
Large Shade Tree
Evergreen Shrub
Rhododendron
catawbiense
Catawba
Rhododendron
24" Ht.
3
7
63
C
Liquidambar
"Rotundiloba
'
Evergreen Shrub
Ilex vomitoria "Nana"
Dwarf Yaupon
Holly
24" Ht.
9
1
249
249
BN
Large Shade Tree
Betula nigra
"Heritage"
"Heritage" River
Birch
2" Cal.
1
Evergreen Shrub
Kalmia latifolia
Mountain Laurel
24" Ht.
12
24
288
0
CC
Ornamental Tree
Cercis canadensis
Eastern Redbud
78' Ht.
TOTAL
3309
248
SF:
Ornamental Tree
LANDSCAPING BUFFER PER SDP 2014-00043:
Northern Buffer (Block 1): 10 Large Shade Trees, 3 Evergreen Screening Trees, & 24 Evergreen Shrubs.
RELOCATION LANDSCAPE SCHEDULE
v
co
v
v
Area(SF)
(
v1
Min.
Canopy
Total
Graphic
Symbol
Planting Type
Botanical Name
Common Name
Cal./Height
Quantity
at 10
Canopy SF
Q)
v
yrs
+
AR
Large Shade Tree
Acer rubrum
"Autumn Flame"
2" Cal.
2
177
354
�
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Red Maple
cv�
c-)
E
•
QP
Large Shade Tree
Quercus phellos
Willow Oak
2" Cal.
1
370
370
C
Liquidambar
"Rotundiloba
'
LS
Large Shade Tree
Styraciflua
"Rotundiloba"
Sweetgum
2" Cal.
1
249
249
BN
Large Shade Tree
Betula nigra
"Heritage"
"Heritage" River
Birch
2" Cal.
1
397
397
i�
0
CC
Ornamental Tree
Cercis canadensis
Eastern Redbud
78' Ht.
2
124
248
CF
Ornamental Tree
Coranus florida
Flowering Dogwood
7-8' Ht.
1
124
124
a?
AL
Ornamental Tree
Amelanchier laevis
Allegheny
Serviceberry
7-8' Ht.
2
130
260
O
RC
Evergreen Shrub
Rhododendron
catawblen se
Catawba
Rhododendron
24" Ht.
5
7
35
N
CDN
N
N
d
KL
Evergreen Shrub
Kalmia latifolia
Mountain Laurel
24" Ht.
2
28
56
TOTAL
2093
SF:
STREET TREES & PRIVATE LANDSCAPE EASEMENT PER SDP 2014-00043:
Street Trees (Block 1): 12 Large Shade Trees, 9 Flowering Ornamental Trees, & 3 Flowering Shrubs.
Private Landscape Easement (Block 1): 1 Large Shade Tree, 2 Flowering Ornamental Trees, 7 Evergreen Shrubs.
NOTE: Graphic matches existina conditions sheet (C4). Svmbol matches Landscape Plan sheet (C12).
AND CHAf lQEF. TO--4.DJACE;°,,4T
P .dui i - :<-.;. L £ M.•` '<y,^
#-4 PEBAF' x. IT
8;.01;..
TYPICAL R ETA N N G WALL S ECT O N
Not To Scale
SET TRUNK PLUMB. SEE
PLANS FOR EXACT
LAYOUT AND SPA
TREE TIES, SEE S
1-112" SQ. OAK
SET 180 DEGREEL
APART
FINISHED GRADE
APPLY 2" OF MUI-
PLANTING AND Wf
THOROUGHLY
4" COMPACTED E,
WATERING BERM
EXISTING GRADE
PLANTING PIT. SE
FOR EXACT REQU
PLANTING SOIL, A
PLANTING SOIL At
REMOVE BURLAP,
STRING FROM TOF
OF ROOT BALL
UNDISTURBED SO/,
1 TREE PLANT NG DETAIL
------------------- ------------ -- ---------- - ---- -- --- --- ---------------------------------
C13 Not To Scale
'taatatfy of Albemarle
Cons rvation ..1blaan C'he s-Ak st To be placed an Landscape Plans
(Handbook, pp M-284-111-297 31-297 fear complete specifications)
1. The followlail b�
Trees to be saved;
11, Li laws of cicaaring (owside dripline of 4ecs to be saved);
l Location and typc,of protective fencing-,
0 Grade changes requiring tree wells or galls;
]?reposed h e nchin rar tunneling beyond the limits of a°.iearira&
All trr s to be saved shall fie, trwrked with prirflt ear ri @ rd a€ � 1aca hi clearly visible to equipment operators.
No t r<ading shsall begin until 1 -he €rce anarking has been inspected and approved by a County Inspector.
3. Pre-constr r loo Conference:
`i'reppreseruation and proter-don measure=s shall be reviewed with the contractor am site.
fd' tela rsaerat. t er#§o i andStorav,-
11
.
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be peri aitied within tho €.hiplines oftree.s
to lac saved.
�g1 ratslm and Stoquivater Det -elation Devices:
Such >dervices shall area adver-sety affect trees to be saved.
7j -ire,- are not permitted within 100 feet of the €friplinc of"trees to be save'.
J, Toxic Materiafsr
0 Toxic materials shall not be sterre d within 100 feet of the dripline of trees to be saved.
Protectives Tena as b
Tree' i In be retaimed within 40 feat of a proposed building gra- grading activity shall be protected by fencirat;.
11 Fencing shalt be in place and gall be inspected and approved by as County inspector prior to grading or constmctiom
91 i'ree-
0 When the ground level mast be raised within the: dripline cal"a fres, to be saved, :a trees well shall be provided and a constnaecliori detail
submitted for approval.
When the ground level must be lowered within the dripline as arse to be saved, a treewall shall be pru%Edcd, and a. construction Mail
submitted for approval.
fly "t"r�at+al�laa arad'�`arraa�liaa q
'When trenching is requireee within the limits of clearing, it shall be dace as far away from the trunks of trees as passible. Tunneling
nneling
under a fare tr shall be considered as an alternative when it is anticipated that nee s j trenching will destroy feeder mots.
Protective fencing .shall be the last itcrns removed during the final cleanup.
_Dnwwad.. ..,. ��.rea`�
Damaged trees shall be treated immediately lay paining, fertilization or other rr .hods recommended by a tree specialist.
NOT iF .f EV EL PEW '' SPONdl 9111 TO CONFER WITH T CONTRACTOR O TREE CONSERVATION
Y' RE`s,
TE)
COMIMACT FURUMSER SIGNATURE (D A 77 E)
5/006Pdrg+Iof1
3 CONSERVATION CHECKLIST
C13 Not To Scale
SEE PLANS FOR EXACT LAYOUT. 5PACE
PLANT5 A5 SPECIFIED IN PLANT L15T
OR A5 SHOWN. ADJUST 5PACING A5
NECE55AKY OR A5 DIRECTED BY
LANDSCAPE ARCHITECT.
61A\
� \
1.992
5ET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN I" ABOVE FIN15HED GRADE
REMOVE BURLAP FKOM
TOP 1/3 OF KOOTBALL
3" TALL WATERING
BEKM
2 SHRUB PLANT NC DETAIL
C13 Not To Scale
UPIP U
sNaw FENCE
FINISHED GKADE
FENCING AND A 1
BOARD FENCE
CORD FF,4CE
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
ow
TRIANGULAR BOARD FENCE.
4 TRC EENCNC DETAIL
C13 Not To Scale
111-401
3,38
FIMe. 3.38-2
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Date
06/16/2017
Scale
N/A
Sheet No.
C13 OF15
12.009
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Date
06/16/2017
Scale
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Sheet No.
C13 OF15
12.009
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LIGHTING SCHEDULE
Symbol
Label
QTY
Catalog Number
-
Description
Lamp
Number
Lumens
LLF
Wattage
14.2 fc I
0.0 fc
N/A
N/A I
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per Lamp
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Soft Squaltre Lighting
LITHONIA LIGHTING
AREA LUMINAIRE
ONE(l) 250 WATT CLEAR BT28
1
22500
1
288
@
A
7
KAD 250M SIR 4SC
:
IRPD Pound pole �� 06 6' arm
HALIDE LAMP
HORIZONTAL POSITION
�
i 70S
155 0 NA 350M � I !
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spe"'fications I'VIETAL HAUDE: 70-40OW
.
Socket: Pof(plairt, I-onimmlAv oilientel mcdiurn basr�scocla?t for70- I 11A Mogul base so6el, for 1, W and
,
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h :
at ove, and M 400S, withic-opperal ioy, nicket -plated ,,crew shelf and center writart UL listed] 5001N, 600V
"Wet0l t: 3 5.9 lbs; 0 6,28 4) 2010 35' MOUNTINC,
U STINGS - UL Listed' (staridardl�. CISA Certified (see Options). 11A, listed for 25"C arriblent and wet �ocatiarts.
i SR3 IES type Ill I
iP65 rated hrac,ordarice with standard Ec 529,
I-ength: 17 -1/2 04�5) --
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WARRANTY - 1 -year limit -di i.varranty. (ompletp warranty terru5 located at
I
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Width: YT -1/2"(441,5i i i
i
� 1 7-1/8
: (18,1111
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Depth: N/8 (181) I
I ; 1
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LITHONIA LIGHTING
AREA LUMINAIRE
ONE(1) 250 WATT CLEAR BT28
1
18900
1
288
0
13
4
KAD 250M R2
DAD12-P Degree arm (poie) i
I : i
HALIDE LAMP
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; : 23050flz�!
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:
WSA Decorative wall bracket" I I
3 T1iQs,watta9es do not r I to ply witit
: : : ;
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WAC LIGHTING
WALL SCONCE
UNIVERSAL DRIVER 12OV-277V
1
570
1
20.7
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24
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COLOR TEMP:3000K
U 9"ano is required Am ti,vo or oico� scces,oty�
i
-
1,
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lurnirtairvII; are crierted 3n ?, 90�d,illiug M. .��,e,.Y�,j,,,e.littioii��l..-�,iii,�3rclic�)�,.-rs i0f
1 12-31'8;�
WS -W36614 -AL
?0,1' * in rollavai;able m 347 of 4,10V
adtiluotalf J�,ropfi&S.
patteril. . ; 'o
i 2 -b'8 "
-125-190 T25-280 T25-290'
- T25 32J� f25 390 T/5-490,'2
I
1, Rediludjacket ED28 fequired i,jr A2,
3 Mirybeolde E�d:;Safivue�ttuy, 21 � ioos:he!;ptdfied Mpoot.34!jbie
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CRI:90
i 4
,--
I
T35-320 f 351 -3902' T35 4M�`
I
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----
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Of U I ID, U 0 i: 1,
LIGMAN
LIGHTWAVE BOLLAR.D
T4 CMH 39W
1
2450
1
47
0
D
10
ULW-10866
,��
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-
.
=
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I
LIGMAN
—
MINI MUSHROOM GARDEN LIGHT 2
T4 HALOGEN CAPSULE
1
910
1
50
0
E
19
UMU-70241
5OW 12V
LIGMAN
RADO 5 RECESSED LOCATION LIGHT
1X3 COB LED 3000K
1
331
1
11�5
F
21
URA REV.2
0.4247,0.3936 3130K RA84
0
I
-40582-W30
WAC LIGHTING
LED CEILING/WALL MOUNT
UNIVERSAL DRIVER 12OV-277V
1
1140
1
21
G
21
FM
COLOR TEMP:3000K
0
-W2612
CRI:90
Specification sheets for fixtures B -F can be found on Sheet C(15)
- —
Statistics
Description
Symbol
Avg
M 1 I
i ax �
M.
in
Max/Min
Avg/Min
Site Area
.
+ -
1. 1 fc
14.2 fc I
0.0 fc
N/A
N/A I
LIGHTING NOTES:
1. Each outdoor lurninaire equipped with a lamp that emits 3,000 or more initial
lumens shall be a full cutoff lurninaire and shall be arranged or shielded to reflect
light away from adjoining residential districts and away from ad�acent roads. The
spillover of lighting from luminaires onto public roads and property in residential or
rural areas zoning districts shall not exceed one-half foot-candle.
2. All pole mounted luminaires shall be mounted at a max height 15' above the
finished grade with the total height including the concrete base.
3. No fixture to be installed shall be aimed or positioned in an irregular manner.
All lighting shall be directed straight down. WS- W3661 4 -AL lights will have only one
light fixture and point downward.
4. Fixture FM -W2612 Jes file unavailable. Due to proximity to building and lights facing
plazas/parking lot the footcandles will not exceed .5 footcandle at edge of property.
5. Fixture FM -W2612 will only be mounted on ceilings and under canopies and will not
all.
ff �,�, lwtado
Nu.b,rKAD-250M-SR4SC-SPD04-LPI
15 A L,177-W.—VUZA L1014TIJVO� I `
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FEATURES & SPECIFICATIONS
NOTE: LAMP TO BE 3000K
INTENDED USF ... Idea] for paFurig sfeds, Street fightirig, tvalk"vays and car lots,
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ELECTRiCAL -- 13aflast: High pressure Sodium: 70-150'0,1 is high reactame�,, high power factor. Constant
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for illetali hallile 151-i'Vi (SON option) for ITS shipments only. CSA, NOM or INTIL reclUired f0r pMbE
:
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. I � :
su"t sfiipin�cnts outsac� 01 hie US. Pbdse-start ballast (SO&O terfiliiied for MIN. 320`,','� or 350W BaHast
�
i 70S
155 0 NA 350M � I !
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spe"'fications I'VIETAL HAUDE: 70-40OW
.
Socket: Pof(plairt, I-onimmlAv oilientel mcdiurn basr�scocla?t for70- I 11A Mogul base so6el, for 1, W and
,
— --, --- ---
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I . filGli PRESSURE SODIU%4: 70-4001if
h :
at ove, and M 400S, withic-opperal ioy, nicket -plated ,,crew shelf and center writart UL listed] 5001N, 600V
"Wet0l t: 3 5.9 lbs; 0 6,28 4) 2010 35' MOUNTINC,
U STINGS - UL Listed' (staridardl�. CISA Certified (see Options). 11A, listed for 25"C arriblent and wet �ocatiarts.
i SR3 IES type Ill I
iP65 rated hrac,ordarice with standard Ec 529,
I-ength: 17 -1/2 04�5) --
r ------------------------------- - - - - - - � \ ;
WARRANTY - 1 -year limit -di i.varranty. (ompletp warranty terru5 located at
I
^,,I
Width: YT -1/2"(441,5i i i
i
� 1 7-1/8
: (18,1111
�,:-,:,-]
-w"we", ,al�-",f.,I,l,;C�._qow,,-��,�e.,�c,,jr�es/ferms and alrafidons,as X
Depth: N/8 (181) I
I ; 1
4� J - ---IL IN1151,iiTwii�
Note: Spedfic,tflon, 11 -rar,gowRhOW 11 . RiEMA?
i
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Date
06/16/2017
Scale
N/A
Sheet No.
C14 OF15
File No.
�I.Idl 12.009
1/16/2018 KAD 250M R2 (PULSE START)
OUTDOOR PHOTOMETRIC REPORT
CATALOG: KAD 250M R2 (PULSE START)
TE S,
1193091403P
TEST LAB,
SCALED PHOTOMETRY
TEST DAT E:
1/31/2008
CATALOG,,,
KAD 250M R2 (PULSE START)
DESCRMTR),`:
AREA LUMINAIRE, 25OW MH, R2 REFLECTOR, FULL CUTOFF
dissipation-
MEETS THE'NIGHTTIME FRIENDLY' CRITERIA
UE S:
KAD
LAMP CATAI,f),G:
M250/U/BT28/PS
LAMP:
ONE (1) 250 WATT CLEAR BT28 PULSE START METAL
- -------------
HALIDE LAMP IN HORIZONTAL POSITION
L1P O%I k'
A11`
I LAMP, RATED LUMENS/LAMP: 18900
7rAG E
288
LUMINOUS 0PENIN.G;
RECTANGLE (L: 16,8", W: 16.8")
TER VALUE;
50 (13F = 1)
TER CATEGOPV:
AREA & SITE LIGHT - TYPE 11
Ni AX CD:
12,4523 AT HORIZONTAL: 6511, VERTICAL: 67.50
I �_11
C'U],OFF rlofiS�':
FULL CUTOFF
ROADWAY CLASS,,
SHORT, TYPE 11
EFFICIENCY:
733%
upim-Or
Y
NOTE: Image not accurate to fixture
Polar Candela Distribution
ii
Finishing-,
. - _! 9-
Less than 0.1 % copper content - Marine
isofootcandle Plot
1W
A:.39 1700 161 1.0" 1141101
provides excellent mechanical strength, dea.n
paint adherence,
43 2 1 0 1 2 3 4
..................
dissipation-
Paint.
co
co
.... ...... ........... .......... .
.........................
and baked at 200 Deg C.
3.5
---- -------
This process ensures that Ligman products can
- -------------
withstand harsh environments.
and nickel phosphate process befoie product
Rated for use in natatorium.
4
8,667
Hardware.
?"jernory Retentive -sill(on Gas!<et
Provided Hardware is Marine grade 316
Provided with special injection inolded "fit for
Stainless steel.
purpose" long life high temperature memory
retentive silicon gaskets. Maintains the gaskets
Anti seize Lxjq wL�H o i a s
exact profile and seal over years ofuse and
Tapped holes are infused with a special anti seize
compression.
3.
... .. .. .. . .....
4�333 i
...
.1100
Uv16 Aluin;nurn is used for its excellent
E
mechanical strength and thermal dissipation
E
properties in low and high amblent temperatures.
2.
The superior thermal heat sink design by Ligman
2,167 ..............
used in conjunction with the driver, controls
'1000
thermals below critical temperature range to
Q)
ensure maximum luminous flux output, as w0l as
Optics LEC}
providing long LEO servicc, NN and ensuring less
Precise optic design pfovi&s exceptional light
than lurnen depreciation at 50,WO hours,
0.00
F
=
0
LED CRI >80
Sure Sup resston
............ ...... .
Standard 10kv surge suppressor provided with
K_
all fixtures,
L.80 /B10 at 50,000 hours (This means that at
least goof the LED still achieve 80% oftheir
U
80'
it .
.... ......... .. ....... ........ 1'1'� ........... .
M
CIL'
....... . ...
6,500 .................
rr
b0
q,667:
2
........... .....
10.233;
3
00: ......
0
VA:O" 100 200 30" Q'0
Max. (-d�
65cH
I-—
4�
00
0 011 H
cc
CD
-90"H
CD
C)
CD
5.
0 20 Fc I Fc
M 10 FR-- M 0.5 Fc
M 5 FC 0.1 Fc E 50% Max Cd
Distanre in unito --if mount height (202 t) --- Plax Cd
NOTE: 1. FIXTURE WILL BE PAINTED WITH BLACK FINISH
2. LAMP TO BE 3000K
VISUAL PHOTOMETRIC TOOL 1.2.46 COPYRIGHT 2018, ACOITY BRANDS LIGHTING.
THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USINlo- METHODS RECOMMENDED BY THE IESNA, CALCULATION'S ARE BASED ON
PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THIS PHOTOMETRIC REPORT IS DEPENDENT ON THE
ACCURACY OF THE DATA PROVIDED, END-USER -ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE
VARIATIOJN AND DIRT ACCUMULATION) CAN CAUSE ACTUAL. PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE
CALCUI-ATED USING THEE DATA PROVIDED BY THE MAWJ'FACTURER. THIS REPORT IS PROVIDED WITHOUr WARRANTY AS TO ACCURACY,
COMPLETENESS, RELIABILITY OR OTHERV4SE, IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS
RESULTING FROM ANY USE OF THIS REPORT.
1193091403P PUBLISH
I
VSUAL PHO T OME I RIC T, OO L PAGE I OF 4
http://www.visual-3d.com/toolslphotometricviewer/default.aspx?id=26892
ILICHT ING DETAIL B
- - t - oScale
- c - a I __ e ---------------- --
----------------------------------------------------------------------------------------- ---
No T S
. 44 ICtff nNQQ USA H.
IP55 Suitable for Wet Locations
IK08 Impact Resistant (Vandal Resistant)
Head Offi�ce: 4,c�l; 503
LUMINAIRE SPECIFICATIO"N 144 NW Proqmrs ft Fax: 503-645-8 100
Hillsboro, Oregon 97 i 24
ojvJw.lijnanlightinqusa.co, m
ring Example UMU - 702,11 - T4 CAPSULE - SQirr -120£1- Opoons
Li -724
Mini mushroom garden light 2
A decorative garden light with a fully shielded lamp providing symmetrical light
disfiribution with no glare and meeting Dark Sky criteria. For use in various applications
including - entrances, gardens, pathways.
Extruded alurninurn column and low copper content die cast housing with high
corrosion resistance, Stainless steel screws. Durable silicone rubber gasket and clear
toughened glass diffuser- Housing is treated with a chemical chromatized protection
before powder coating, ensuring high corrosion resistance. Integral control gear.
Physical Data
Length: 9,05"
Height: 19.92'
Wei:ght 4,4 lbs
Lamp
17174 CAPSULE 50w 12v
Voltage (Please Specify)
1120V
C1 277V
11
Options (Please Specify)
Color (Please Specify)
001 -Black - PAL 9011 El 02- Dark Grey - RAL 7043
0 03 -White - PAL 9003 El 04 - Metallic '-ilver - RAL 9006
El 05 -Matt Silver - FAL 9006 n 07' Custom - PAL
0 06-13, ron7e - RAI, 6014
0 Specify Custorn Height ft
PROJECT: DATE:
TYPE: QUANTITY: NOTE: LAMP TO BE 3000K
Milli,
nt rte,
Uq—, Ugh-,;r.g USA iserve, ffiv., "ghl To clxlngl? 1,)�iflcaticns wi**Ut p1lr ,tice, comulctfaczo,y to, latest infcf mavon.
Due to the continual iw.p.,uvemerits in LED teclindogy•ja,.A and compcn:.nts
4 IL L_ GHTNG DETAIL
Not
t To
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CAL1 8 ER - niodel, WSVV366 L H _T_ 1, N ko`331
dwelLEDTIALED Outdoor Responsible Lighting'
t u re Typia
4' Fix
Catalog
Number,,
PRODUCT DIESCRIPTION
. .................
e0
p� -d
LlqIitproj_ �>lnturiedvvft
A -riountim s or dr !Life light
wi hm''inimal int
_;
ccinfigurawn w, ;lch scar: 4z met nteAbotvertkAly afad harizo£ltaly.
factw-y se -0 protecti 9 st the
T'he light engineii, Wed for maximul on a air
harshest pk"mentS,
. ... . . ...... -------
Dhcrete cylinder witrs rninimal mounting
downs i ight, W5-1636611 0 L1, ono dl n�ction
WS -W 36614 is U p,& d,o
factory
for
pro fom the Oernentx
Can be mf-vuriled vertically or horteonitaRy
Sol'A aiuminurn ronstwction
d6ver(12;1V-21200-277V3
Coluir fernp: D00K
#'3 rrrrsliaarl: 10013,1 I q3fv EILV
Rated Lifi,-. ?ZGf,)0 houis,
lnrmt-, 120. 27 V
ORDER NUMBER
project:
SPECIVICATIONS
Alum,�nurn and White Difffus,
Lens
Ccfintm�ct�om
ught S oumas 11k) I l;xAput LEED,
nae
(BZ';
Slzand;w&t M, cFft wet iocalion 19st d. lP 65, CFC! We 24
LED
Wan i�urr`_Ts
............................... . ...................................................
Lru t oils til.,
A.
ws-w3"10 li
................... ................. NEW=
WS -W36614
RK
............. ....... ............... ... ......... . . ... -
Example; W$ -W3<414 -AL
Db*RAMon Cent ter centras: Di-tiribution Center WeAern Msteiiu don Center
Phane (80 526,2588 44 H;afbar Pwk bdvra 16m, Distrlb"tkm Cit 17�OAtrhlbald Avenue
rax (e% 526,2585 Port Wasshingtoo, NY I I05:) l-Kila Springs, GA X0122 Ontario, CA 91760
WA C Ligh t, i ri gg re to In s tine right to rt; dify rh r, den-, Ign a f o v r lafa:Ot icis at /,ZQV firn e 41 -part of the <ornpciny's con n:n ljocia, i'rnpro semen: progto nn,
LI G HTI N
2
----------- G_ D -f -TA -1 L -- ---- - ------- ------------------------
5 -Not-To Scale
Physical Data
Length - 10.2'
Height - 3,v'
Weight - 3 lbs
IP65 - Suitable For Wet Locations
IK04 - Impact Resistant (Vandal Resistant'
- - -----
ii
Finishing-,
. - _! 9-
Less than 0.1 % copper content - Marine
All Ligman products go through an extensive
1W
finishing process that includes fettling to improve
provides excellent mechanical strength, dea.n
paint adherence,
detailed product , line5 and excellent heat
1441,1trJ Frc.grr-ss tit.
dissipation-
Paint.
co
co
UV 'S'tabllized 4.9MO thick powder coat paint
Pry -paint
and baked at 200 Deg C.
3.5
---- -------
This process ensures that Ligman products can
- -------------
withstand harsh environments.
S-Iandin,rd options
Lamp LED Color
14w LED W27 • 2/INK
W30 31000F,
331 lumens
W40, 4000K
Ordering Example URA - 4(3582 - 14w - W30 - 02 -1213/ 277.^
LIGHTMIG USA
A range of rectangular and square wall recessed lurninaires, with an indirect optical system, Offering
high vandal resistance. Suitable for indoor or outdoor applications. The recessed LED eliminates all
discomfort glare as light is directed to the qr0Lmd providing illumination where it is needed and
minimizing light spill,
This luminaire is provided with a powdercoated high pressure die-cast aiuminum back box and can
be pre, shipped to the jobsile for concret(, pour or masonry applications.
This fixture 15 suitable for lighting footpaths, stairs, squares and entrances.
The kado range has a rniytching bollard offering to complement the recessed product, See bollard
section on the LigmanvdLib5ite-
All Ligman fixtures can be manufactured using a special pre-treatment and coating process that:
ensures the fixture can be installed in natatoriums aswella5 environments with high concentrations
of chlorine or salt and still maintain the 5 year warranty. For this natatorium rated process please
specify NAT in options.
Aluminum Cas
- tinG
ii
Finishing-,
. - _! 9-
Less than 0.1 % copper content - Marine
All Ligman products go through an extensive
0,.d. LM6 Aluminum High Pressure die casting
finishing process that includes fettling to improve
provides excellent mechanical strength, dea.n
paint adherence,
detailed product , line5 and excellent heat
1441,1trJ Frc.grr-ss tit.
dissipation-
Paint.
co
co
UV 'S'tabllized 4.9MO thick powder coat paint
Pry -paint
and baked at 200 Deg C.
8 step degrease and phosphate process that
This process ensures that Ligman products can
includes deoxidizing and etching as well as a zinc
withstand harsh environments.
and nickel phosphate process befoie product
Rated for use in natatorium.
paindriq,
Hardware.
?"jernory Retentive -sill(on Gas!<et
Provided Hardware is Marine grade 316
Provided with special injection inolded "fit for
Stainless steel.
purpose" long life high temperature memory
retentive silicon gaskets. Maintains the gaskets
Anti seize Lxjq wL�H o i a s
exact profile and seal over years ofuse and
Tapped holes are infused with a special anti seize
compression.
compound designed to prevent seizure of
U
threaded connections, due to electrolysis from
Thermal management,, M.ent
heat, conosivc atmospheres and moisture.
Uv16 Aluin;nurn is used for its excellent
E
mechanical strength and thermal dissipation
E
properties in low and high amblent temperatures.
Provided with tempered, impact resistant crystal
The superior thermal heat sink design by Ligman
clear low iron glass ensuring no green glass
used in conjunction with the driver, controls
tinge.
thermals below critical temperature range to
Q)
ensure maximum luminous flux output, as w0l as
Optics LEC}
providing long LEO servicc, NN and ensuring less
Precise optic design pfovi&s exceptional light
than lurnen depreciation at 50,WO hours,
control and precise distribution of light,
F
=
0
LED CRI >80
Sure Sup resston
Standard 10kv surge suppressor provided with
Lumen - Maintenance Life
all fixtures,
L.80 /B10 at 50,000 hours (This means that at
least goof the LED still achieve 80% oftheir
U
original flux)
130-ul _G0
urnions v,,onsuat racwzy To, r-ricing.
AMB - Amber LED Cl'urtle Friendly)
NAT - Natatorium & Hic
lh Salt
Environments
DIMI - 0 10v ,•imming
Lamp, LED Color Color voltage options
Black
URA F4� -D 1 =20v___
Finish Color
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urnions v,,onsuat racwzy To, r-ricing.
AMB - Amber LED Cl'urtle Friendly)
NAT - Natatorium & Hic
lh Salt
Environments
DIMI - 0 10v ,•imming
Lamp, LED Color Color voltage options
Black
URA F4� -D 1 =20v___
- - -------
PROJECT:DATE:
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QUANTITY:
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PROJECT:DATE:
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QUANTITY:
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1e:. 50- 645-01.00
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Fax: 100 .3 gusa.corn
5 LIGHTING DETAIL F
Not - To - S - c __ a - I - e --------------------------------
-------------- - --- -------------------- ----------- -
VG*fy" U1.
iP65: Suitable for Wet Locations
IKI 0 Impact Resistant (Vandal Resistant)
0
6.14,
2,24'
o3-
Head Offitc�: Tel: 50 -,A�-0500
LUMINAIRE SPECIFICATION 7144 N'tAj Proqr,-.ss Ct Fax 503-645-8100
Hillsboro, 0?egori 97124
WA C
dng. Eyanl,j1p; UL W - 10866 - T4-CMH-39vy - 120 v
ULW-10866
Lightwave bollard
The innovative reflector technology of the Lightwave bollard guarantees high degree
of efficiency. Lightwave has been developed to have excellent contfdled downward
light eliminating any glare. The Lightwave is available column in a straight or conical
shape design with two different heights, Designed for lighting of entrances and
residential areas by providing wide spread illumination on driveways, pathways and
squares,
Extnucled body and low copper content die-cast alurninurn housing.
Stainiess steel screws. Durable silicone rubber gasket and clear impact resistant UV
entry. Flousin ted , ith , chemical
sTabilized polycarbonate lens. Single cable 9:sl a w a Cal
chroma0zed protection before powder coating, ensuring M0 Corrc, sion resistance.
Integral control war and anodized high purity aluminum reflector,
Physical Data
Length: 6.3'
Height: 22.24'
Weight: 12.1 lbs
Lamp
0 T41 Cf IH 39 w U�
g
Voltage (Please Specify)
pi 120V
Fl 277V
171 Other
Options (Please Specify)
Color (Please Specify)
-Black - RAL 9011 Dark Grey - RAL 7043
�3101 1 002
-White - RAL 9003 - Metallic Silver - RAL 9006
M 03 004
0 05 -Matt Silver - PAL 9006 El 07 - Custom - PAL,
----- - --- --------
0
----------------
[] 06 -Bronze - RAIL 601.4
ell
HE
Mounting Accessories
0 Anchor Bolt Kit
PROJECT, - - ---- ---------- DATE: - ---------
1� ONsa
TYPE: QUANTFFY� NOTE: LAMP TO _B__E3000_K ----- - - - - --- ------ -
iqm Ughting zo cha;)gl- pncx Con, a, -t ft latc-s�
`o the cca.inual improvements al LED mel,1010py dataand components may 6anciaveithout notice.
LIGHTING DE TA I L D
--- -- - - ------------
---
ot To - Scale - -
m .
---------
- - ------ ---
- ----------- ---- -----------------------------------------------
221- 1 2
FM -W 05 1Z
TUBE - odel
LED Cefling/Wall Mount
PRODUCT DESCMPTION
....... ..... . ........ .. . . ...
Sie-c P ani styl is h. I u be is o ff,'ired 41 m wt d arA cy lind rk-'al pmh le5 fl>ir
various applk:�,vlow,, arA deslqn themm5, Crafted d die cast aluminum
wrth art etched 91AS5, d iffuw-'r for bmad lba6ed of focv5�,dIlatmltTzticrorl
151 baths, 005etsand ciths".ir roorrrr, P,5 will a, ouW0 - or lorations, In
residestil I zrid cornfnwdai spaces. M<".A5 to vysts orceliar A
gs. Five
-
haadsoenr ftnisfa a.
Waif Gr C'�Mng f0owit
Pr_,5 Rated, E11, & cER wet Locatiom Luted
Alummlim
L1 k37 H T I N G
Responsible Lighting"
Fixture Typc
Catalog Numbier:
Project.
SPECliFMAT90NS
constructIaw. Alum helm etched glass,
Power Integral 4river fes !umlmlim, I WV - 27?V Inprlxit,
Ught 5oumet High uiAprA LED
Moentity qs Mmints diraftly to jcsofftion box
IG?A�Acf%
EW Dimmiinq� 100%-1 120V only"
Fi n i a h m,- h ed A lu as n I fn ,Av.'s, 5 1 a c k (l3 F), 6, r n nze (8,41, 6 ro p h he (GK 10 W4 P NT
Color Tomp; 30MK
Rmed Ufet 10,01W ii-nurs
IP65 bt-d, FR. &cETL Wel, L<Kafion, Listed
Wan twm-,r',5 Firih
AL
-------
Diruibution Center Central cemet We"tern MA,,B�ufion ceraw
Ph�rre (8,M) 526.25& 44 HaFbor Pu?-, 0' ive I&M Distribution Ct 1750 ArrW baW Avenue
fax (WO) 526,2585 iawt Viasti.ington, NY I 10 0 Lithia Springs, GA 30122, Ontario, CA 91 i6o
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