HomeMy WebLinkAboutARB202100117 Plan - Revision 2021-12-22LEGEND
EXISTING NEW
DESCRIPTION
INITIAL SITE DEVELOPMENT PLAN
OVERLOOK HOTEL
TAX MAP 78 PARCEL 73A7
ALBEMARLE COUNTY, VIRGINIA
BENCHMARK
VICINITY
MAPSCALE:
1"=2000'
OWNER/DEVELOPER
EXISTING USE
SITE PROPERTY LINE
WS Four LLC
Vacant land
Darden
.�� Towe Park
- -
- -
ADJACENT PROPERTY LINE
3600 Pacific Avenue
r�
--------------
-
-------------
VACATED PROPERTY LINE
Virginia Beach, VA23451
PROPOSED USE
BUILDING SETBACK
ZONING
4-Story Hotel (122 rooms)
a
PARKING SETBACK
PDMC - Planned Development Mixed Commercial
BUILDING HEIGHT
QD s
ZMA199800020 (Pantops PD-MC) was approved on October21, 1998
<FONTANA
o o04 �
ACCESS EASEMENT
ZMA200200008 (South Pantops Office) was approved on February 12, 2003
The maximum building height is 65 feet.
c
ASHCROFT
10
10
PARKING COUNT
Pending ZMA202000013 to allow for hotel use
LAND USE SCHEDULE
1.00' �
DIMENIONS
EC - Entrance Corridor
Steep Slopes - Managed
EXISTING Area %
150 :so
� � ITE
8
N PaM°P�a S
Building 0 SF 0.0%
+�
GRADING EASEMENT
SETBACKS
Pavement 0 SF 0.0%
- - -310- - -
10
INDEX CONTOUR
Front - Minimum: 5' from R.O.W. or edge of sidewalk (if outside R.O.W.)
Sidewalk 0 SF 0.0%
P
CONTOUR
Front - Maximum: None
Impervious Area 0 SF 0.0%
�10
1�
INTERVAL
Side - Minimum: 5'
Open Space 117,045SF 100.0%
p+�" R%'
COTTAGES/
311.5
0
10
SPOT
Side -Maximum: None
Total= 117,045SF (2.687AC)
4
JEFFERSON
x
311.5 TC x
x
5781
TOP OF CURB ELEVATION
Rear - Minimum: 20'
Rear - Maximum: None
PROPOSED Area %
T
fir,
�'6 s''s
HTS.CONDOS
,
Building 12,901 SF 11.0%
�,,� OVERLOOK
311.5 TW x
5%'v
x
TOP OF WALL ELEVATION
MAGISTERIAL DISTRICT
Pavement 40,783 SF 34.8%
r' coNDos
311.5 BW x
5r eM
BOTTOM OF WALL ELEVATION
Rivanna
Sidewalk 5,475 SF 4.7%
X
RETAINING WALL
SOURCE OF TITLE
Impervious Area 59,159 SF 50.5%
Open Space 57,886 SF 49.5/0
�� 1m
STAIRS
DB 996 P 126
Total= 117,045SF (2.687AC)
WOOLEN MILLS
BUILDING
DB 1485 P 406
PARKING SCHEDULE
® " Hu
DB 2905 P 346 (plat)
ROAD -EDGE OF PAVEMENT
DB 3908 P 330
REQUIRED PARKING:
ROAD- CENTERLINE
SOURCE OF BOUNDARY AND TOPOGRAPHY
Hotel 1 space per room x122rooms =122spaces
�w
ROAD -FRONT OF CURB
Boundary Information is created from Plat of Record prepared by Rivanna Engineering and Surveying, PLC last
PARKING PROVIDED: 119 spaces (including 4 handicap spaces)
0
ROAD BACK OF CURB
revised on November 5, 2004. LiDAR two -foot contour intervals are downloaded from www.vita.virginia.gov and
topographic information is downloaded from Albemarle County GIS data.
SIGNS
additional and zoning
CG-2 STANDARD 6" CURB
BENCHMARK
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
CG-6 STANDARD 6" CURB AND GUTTER
A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs
CG-12 STANDARD ACCESS RAMP
Datum for topography is NAVD 1988
on -site.
Contractor shall provide handicap signs as shown on plan.
Monticello Q
SIDEWALK
FLOODZONE
BIKE PARKING
GENERAL NOTES
FEMA flood insurance rate map (community panel 51003CO287D), effective date February 4, 2005 shows this
"x"
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site
Map provided by Google.com
PARKING SURFACE
property within zone and no portion of the property within the 100-year flood plain.
are based on information and data furnished to the owner and engineer by the owners of such underground facilities or
CROSSWALK
RESERVOIR WATERSHED
others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The
HANDICAP ACCESSIBLE AISLE
This site is not within the South Fork Rivanna River Watershed.
contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for
coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof
S H E ET I N D EX
HANDICAP PARKING
This site is not within a watershed of a public water supply.
and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the
"Miss
C COVER SHEET
SHIMP
owner. The contractor shall contact Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
WATER & SANITARY SERVICES
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
C2 EXISTING CONDITIONS
CONCRETEIPAVEMENT-SIDEWALK
This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
�Nl7�NEER�N�7
J'
RIPRAP
sanitary sewer line is located on the property at the rear of the site and an existing waterline is located along Richmond Road at
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that
from
C3 SITE PLAN
LAND PLANNING - PROJECT MANAGEMENT
the front of the site.
the owner can make necessary arrangements to modify/protect existing structures damages.
0
ASPHALT
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted
0
GRASS
GENERAL CONSTRUCTION NOTES
and the Virginia Department of Transportation prior to completing any off -site work.
C4 GRADING & UTILITY PLAN
912 E. HIGH ST. 434.227.5140
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the
-------
---i
EC-3 MATTING
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
start of construction.
C5 LANDSCAPE PLAN
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
----------------------------
_._. _._._._._._.,
from the Virginia Department of Transit DOT . This Ian as drawn may not accurate) reflect the requirements of the
9 P N ) P Y Y Q
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner
EC-2 MATTING
permit.Where any discrepancies occur the requirements of the permit shall govern.
and engineer.
WETLAND
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include
C6 LANDSCAPE DETAILS
noted.
shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and
TREELINE
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be
will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
C7 LIGHTING PLAN
X
X
FENCE
installed prior to any clearing, grading or other construction.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
a p,LTH OF
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
C8 SITE DETAILSp��
STREAM
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
UTILITY EASEMENT
acheived.
11. Retaining walls require separate building Permits.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
O
v a
UTILITY POLE
deemed necessary in order to stabilize a drainage channel.
Department from the main to the structure.
JUS HIMP
}
}
LIGHT POLE
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09.
.45183
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole
16 0 k�
OVERHEAD UTILITY
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the
building drain horizontal branch fixtures. Plumbing fixtures having flood level rims the
�Fs81
T
(D
OVERHEAD UTILITY GUY
or serving such above elevation of
ONAL j311"
MANHOLE
GENERAL WATER & SEWER NOTES
the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve."
15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
STORM LINE
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the
16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a
ROOF DRAIN
proper service authority officials at the start of the work.
demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact
RD
RD
2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only
VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131.
q
0�
DRAIN INLET
approximately correct. The contractors 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 water and sewer construction specifications as adopted by
ITE Trip Generation, 10th Edition
general
INITIAL SITE DEVELOPMENT PLAN
DRAINAGE EASEMENT
the Albemarle County Service Authority.
STORM DRAINAGE EASEMENT
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
Trip Generation Manual, 10th Edition
AM
PM
OVERLOOK
HOTEL
Use Description
ITE
Qty
in
out
Total
in
out
Total
S
S
SEWER LINE
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
all fire hydrant lines, service laterals and water lines, etc.
Business Hotel
312
122 rooms
20
28
48
21
18
39
S
S
SANITARY EASEMENT
7. All water and sewer appurtenances are to be located outside of roadside ditches.
Trip generation reflects AM and PM peak hour traffic.
APPROVALS
W
W
WATER LINE
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
0
o
WATER METER
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874
ev
WATER VALVE AND BOX
which amends the Safe Drinking Water Act).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
ALBEMARLE COUNTY VIRGINIA
®
®
FIRE HYDRANT
12. Backflow prevention is required for all connections to the water main.
Current Development Planner
Date
SUBMISSION:
WATER EASEMENT
STEEP SLOPES
2021.05.03
GAS
GAS
GAS LINE
Preserved slopes are not present on the property. Managed slopes are shown on
Date
REVISION:
Current Engineer Development En
P 9
Sheet C3 with labels showing which slopes are to be disturbed.
2021.09.20 [ARB]
FIRE PREVENTION
2021..2[ARB]
An existing ACSA fire hydrant is located on Richmond Road approximately 270 ft
Architectural Review Board
Date
west of the site. An additional hydrant is located at the intersection of Hansen
Road and Abbey Road (approximately 230 ft east of the site).
Fire Official
Date
Date
FILE NO.
Building Official
19.039
Albemarle County Service Authority
Date
COVER
Date
Virginia Department of Transportation
SHEET C1 of C8
C1
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SHIMP
ENGINEERING2
2 LAND PLANNING - PROJECT MANAGIEMIENTA
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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45183
INITIAL SITE DEVELOPMENT PLAN
OVERLOOK HOTEL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.05.03
REVISION:
2021.09.20 [ARBI
2021.12.27 [ARBI
FILE NO.
19.039
EXISTING CONDITIONS
SHEET C2 of C8
120 C 2
x
STEPPED RETAINING
WALLS 6' MAX HT.
OVER MANAGED SLOPES
AD
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ENGINEERING
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LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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45183
INITIAL SITE DEVELOPMENT PLAN
OVERLOOK HOTEL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.05.03
REVISION:
2021.09.20 [ARB]
2021.12.27 [ARB]
FILE NO.
SITE PLAN
19.039
x MATCHLINE
TREE ° SHEET C3 of C8
PROTECTION \f 20 0 20 40 60 40 0 40 80 120 C 3
FENCING \
Scale: 1 "=20' Scale: 1 "=40'
\ \ V A CONINEC7 WATER .TO EXISTIWG ACSA
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LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST 434 227 5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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INITIAL SITE DEVELOPMENT PLAN
OVERLOOK HOTEL
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SUBMISSION:
/ 2021.05.03
/ / / / �'/ / / ✓ / � / / / / ,� / / / / / // / / � \ \ � �� � \ 1 � REVISION:
\ CONNECT. WATER. T.O. EXISTIId
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2021.12.27 [ARB]
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FILE NO.
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19.039
p (Yq
/goo / / / / // , — _ < > '/ ; GRADING & UTILITY PLAN
MATCH SHEET C4 of C8
20 0 20 40 60 c4j
Scale: 1"=20'
.................................
................. .... ..../
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LANDSCAPE SCHEDULE
Plant
Min.
Total
Canopy
Total
Symbol
Planting Type
Botanical Name
Common Name
Cal./Height
Quantity
Height(ft)
SF
Canopy
in 10 Yrs
SF
•
Lar a Deciduous Tree
g
Ulmus americans
'Princeton'
American Elm
'Princeton'
3.5"
9
25
397
3573
fm
Large Deciduous Tree
Celtis x occidentalis
Hackberry
2.5"
19
30
572
10868
O
Lar e Deciduous Tree
9
Acer rubrum
"Armstrong"
"Armstrong" Red
2.5
3
30
44
132
Maple
0
Medium Deciduous Tree
Carpinus betulus
European
Hornbeam
2.5"
6
20
177
1062
Ornamental Tree
Corpus kouso
Kousa Dogwood
6-8' Ht.
4
15
128
512
Ornamental Tree
Magnolia grandifloro
Southern Magnolia
5-8' Ht.
8
17
82
656
Broadleaved Evergreen
Cryptomeria japonica
Cryptomeria
4-5' Ht.
21
25
123
2583
Tree
O
Broadleaved Evergreen
Myrica penslyvanica
Northern Bayberry
24" Ht.
87
3
18
—
Shrub
Broadleaved Evergreen
Kalmia latifolia
Mountain Laurel
24" Ht.
17
6
24
408
Shrub
®
Broadleaved Evergreen
Ilex glabra
Inkberry Holly
24" Ht.
87
6
24
2088
Shrub
Broadleaved Evergreen
Cotoneaster salicifolius
Willowleaf
24" Ht.
24
7
22
528
Shrub
Cotoneaster
®
Broadleaved Evergreen
Rhododendron
Azalea
12" Ht.
12
4
10
—
Shrub
Deciduous Shrub
Buddleia davidii
Butterfly Bush
12" Ht.
5
7
16
80
ODeciduous
Shrub
Viburnum plicatum
Snowball Viburnum
12" Ht.
7
8
50
350
TOTAL
SF:
22490
LANDSCAPE SCHEDULE PER APPROVED SDP2003-79
Plant
Symbol
Planting Type
Botanical Name
Common Name
Cal./Height
Quantity
Total
Height(ft)
Canopy
SF
Total
Canopy
n 10 Yrs
SF
AC
Ornamental Tree
Amelanchier
Shadblow
Serviceberry
6-8' Ht.
7
19
130
910
conadensis
JV
E
Broadleaved Evergreen
Tree
Juniperus virginiona
Eastern Redcedar
4-5' Ht.
8
14
16
128
Broadleaved Evergreen
Myrica cerifera
Southern Wax
24" Ht.
2
10
44
88
Shrub
Myrtle
TOTAL
SF:
1126
LANDSCAPING REQUIRED:
SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED.
SITE AREA: 3.687 AC (160,606 SF)
160,606 SF x 10% = 16,061 SF
CANOPY REQUIRED: 16,061 SF
EXISTING CANOPY TO REMAIN: 11,000 SF
CANOPY PROVIDED: 20,978 + 11,000 = 31,978 SF
ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) — 35'
O.C. WITH INTERSPERSED ORNAMENTAL TREES, 40 LF OF FRONTAGE (LESS
ENTRY TRAVELWAY)
REQUIRED: 1 LARGE SHADE TREES
PROVIDED: 2 LARGE SHADE TREES W/ 4 ORNAMENTAL
INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA
& 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES
40,783 SF x 5% = 2,039 SF
REQUIRED: 2,039 SF
PROVIDED: 2,355 SF
122 PARKING SPACES PROVIDED
REQUIRED: 12 LARGE SHADE TREES
PROVIDED: 15 LARGE SHADE TREES
NOTES:
1. 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.
2. All landscaping and screening shall be maintained in a healthy
condition by the current owner or property owners' association and
replaced when necessary. Replacement material shall comply with the
approved landscape plan.
3. All new planting shown on the plan will be completed after building
and road construction to avoid tree planting damage.
4. All disturbed slopes 3:1 or steeper to have low maintenance ground
cover.
5. Any existing tree proposed to remain shall be replaced in kind if
negatively impacted by improvements associated with this project.
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
r��p,LTH pF�
o G
JUSTIHIMP a
45183
INITIAL SITE DEVELOPMENT PLAN
OVERLOOK HOTEL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.05.03
REVISION:
2021.09.20 [ARB]
2021.12.27 [ARB]
FILE NO.
LANDSCAPE DETAILS
19.039
0 40 60
SHEET C6 of C8
C6
cowo
Pmpa F.
mpMed By
Slice Medium (SLM)
Outdoor LED Area Light
0 ffi IP66 =@fitp� IK08
Type:
Lumen Package 9,000-4431000
Wattage Range 63-401
QUICK LINKS
EYnwcy Rerge(LPLary llz.lsa
Wepht lboadi 3003.6)
Ordering Guide Performance
Photometrks Dimensions
FEATURES A SPECIFICATIONS
Construction
Electrical
Installation
• Rugge l the -cast aluminum housing
High-performance driver features
• A single fastener secures the hinged door,
contains factory, prewired driver and optical
cap rveltage, under-vehag•, short-circuit
undemeath the housing and provides
unit. Cast aluminum wiring access tloor
and over temperature protection.
quick Is easy access to the electrical
located underneath.
• Bolger dimming OStanStandard.O%- l00%) Standard.
compartment.
• Fat ores are finished wish "I's DUrAgrip•
• Standard Unhrersal Voltage 020-2T/ VAC)
Included terminal block accepts up to 12 ga.
treatfinishingprocess.
pdyes�rDapara
Input 50/60 Hz or optimal High Voltage
wire.
The Der finish
fins extreme
(34]-480 VAC).
• Utlliies L51's taditlonal B3 drill pattern.
char thous cratls
weather changes without cmtlAlrg or
(Sea dawirlg on page 9)
peeling. Other standard LEN flnishes
LBO Calculated LBe: NOOk Hours (See
available. Consult factory.
Lumen Maintenance on Page 5)
Warranty
• Shipping weight: 371bs In carton.
Total harmonic distortion: ai
•"I luminaires carry, a 5-year limited
Optical System
Operating temperature:-40°C to-50°C
warranty. Rehr to hops://www.lsiindustrles.
(-40°F to-M-F). 42L and 48L lumen
com/resources/firms-and-.r.ntyaspx
•State -of -the -Art one piece silicone optic
packages mx to 440ei
for more information.
sheet delivers Industry leading optical
Listings
control with an integrated gasket to provide
Powr. Pioneer factode.90
IP66 rated seal.
Input Power stays constant over life
Listed to UL 1598 and UL 8750.
•ProprietarysIIltOne refractor optics provide
• Field mplaceable 1I surge protection
Meets BuyA H. n Act requirements.
• IDA complianb with 3000K color
exceptional coverage and un'rformhy in
device meets a minimum Category C Low
hmpemtumwil tion.
distribution types 2.3. 5W FT. HA and AM.
operation (per ANSI/IEEE C62.41.2).
• Title 24 Compledi see local ordinance for
•Slllcon, optical material does not yellow or
.High -efficacy LEDs mounted to metal -core
qualification informations
crack with age and provides a typical light
circuit board to maximize heat dissipation
• Suitable for wet locations.
transmittance of 93%.
•IP66 rated Lumlrealre par DEC 60599-1.
•Zero uplight
• Driver Is fully encased In potting material
. 3G rated for ANSI 036.31 high vibration
for moisture resistance and complies with
applieatioraapplidatiomam qualified.
• Available in 5001 10001C, and 3000K
FCC standards. Driver and key electronic
. IBM mhtl Duminlam per DEC 66262
color temperatures Per ANSI C78.377. Also
compensate can easily be accessed.
mechanical impact code.
available in phosphor converted amber with
Controls
• Desigrelights Consortium°(DLC) quaiifietf
Peak intensity A 610nm.
proGuet Net all versions of this product
• Minimum CRI of 70
Optional integral passive infrared
Bluetooth^ motlon and photocell sensor.
may be DI qualified. Please check the DLC
Fixtureso ra[sinde ndemlyandcan
Oaallfied Products List at w designllghM.
Type:
Slice Medium Outdoor LED Area Light
ORDERING GUIDE seek re n,Hk oast
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IMSB71- Integral Blm ophn' Mahon ant PMocell Sensor (8 24MHI'
IMSBT2- Integral Bluelooth^" Motion And P COIll Sensor(2640' MHN
Billion Type M tells
PC1120-120V
PCRM 277-208-27N
MM17-34N
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BFU options avallable for improved be commissioned via iORS or Android Popay St. a. aresnlpnasenreroy site rda'msmlMd.
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L' cO n® TYPE PROJECT
CATALOG#
WD1340 4" ROUND 1-DIRECfRON WALL MOUNT (IP65) - l000LM/1500LM
SURFACE 1-DIRECTION WALL MOUNT
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Appiinfim: This WDl Seri. dindimal Well lumina nd con be and I. boat imwem and
Womanly Cnvered by a 5 Yev Wormmy ro be h. d defeat in
outdoor Benin and can be poiMad up or down. Typical loovtio. on In canmembl and
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materials and =a unship. Fbdum should not be studied in
ppllco0ons with ambient tampered. ahwe 60 degrees C.
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pfoud : Cenatvcted round me ie high vda aluminum musian with o
Note: Darks com fern when a 'nfin daemaard.
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delivers outstanding UD- durabiliganduty, superiorami- rdedd abandoned Whit.,
- and UV -degradation Standard 4iniahee ore White,
elenrinl IunMon-foal.
Silve�aeas�c Bnmre, wrack 5padal costar (inid,m oat UpMShen
Fanppte: Round one piece a eroded aluminum with powder incest finish, dear Mmpemd
Dark Gory, Medllic gold and M ilic Black.
glass lam, and abcone o-ring. Faceplate Is s.dmd to the horsing by thread&
Rochester goomyminlrLpasdwSm.00ddiu�s2Faoh°
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Wmm Wall te Minimum 50p00 hours V0 life based MCI TM-21
LED: Energy efliciam ChipOn-Bound (Cl Singular LED UggN
Source proved. for smooth uniform light oubut,.imihouni pMe
e: on calculations
hem LM80 mndordimd tat m h. Sao ordedng guido for dolhemd lumen.
maple shadow eg.t dean by multiple LEDs Sours yroduds.
Firmed wen 4- MorPdom ellippsit as mcwnmended by ANSI
Dimming: (-DUN) option is a mida l dimming system that works whin most 3-Wit ELV, 2-
Weld lnconducan and 5-Wit0-1 W dimmed
Swapped. Avulla a in 4000K, C0K•, 2]DOK, 2]00K (9]Cm);
300130DOK (9]Cml•, 350011 add 5000K.
Ebddcol: AC 50/61 Eleclmnic Dimd Current Cie. 2 do., incleg7 YDllN unlad. Pioneer�tnt,,
Fasten 0.90. For drive
cold weather applimgon(-22•C and abwel use - option.
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ro houaire by instiller. `�/llan AC pvxe fails, the dice immediolely avikh. to the
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' 5 yea lDmired wodmmy
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13 R ADg I9., 22 R O.C. Sparing (1000 Lumen Pockoge)
Caugon: LITON mdpdn mmda can OF surge pr.w:lom an the pounde„remg LED Housings.
25 F Meg IN., 22 Ft O.G Sped, (I SOO Lumen Package)
4. Some damage es nth covered by wormal
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3.Wm, ELV or O-1W C«moH
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FEATURE: ®®®®M E SISN C3®®®
ORDERING FIIIIAPIE : hill 340B-L15-BM-UTEMAC
'(emnq Igoalm new) color semPemwre is WCRI minimum, anti is am °wilable in eo plus Ed.l -Ll sit some t22m is 90CRI minimum word °phenol Masi.
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Tel 323.904.0200 Pm uct specifications subject to charge without needs. waw.11pn.com
LEI Walll Luminaire rrro.
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S4• Capable Luminaire
This item is an A+ Capable luminaire, which has been
designed and tested to provide consistert color
appearance and system -level imeropembilKy.
Specifications • All configurations of this luminaire meet the Acuity
fig,; 14^ Brands' specification for chromaticcosiste nncy
"
WMM. 12 L • This luminaire is A+ Certified when ordered with DTLo
po
w controls marked by a (shaded background. DTL DLL
Haight. 5- equipped luminaires meet the A+Spec ification for
fin. luminaire to photocomrol imeroperabilityi
Wei9M 197IW
(yg•y; p,r • This luminaire is part of an A+ Certified sal cation
for ROAM- orXPoIntTM Wimless control networks,
H providing out-of-the-bwt comrol mmpatibikity,
J with simple Commissioning, when ordered with drivers
W and control options marked by a
To learn mom about APP,
visit
1. See ordering tree for details.
MGabkopneadend. W
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- 20' A-6 @ 10'
Scale: 1 "=30'
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.5 LAND PLANNING - PROJECT MANAGEMENT
LO +.0 +.0 +.0 +.0 +0.1 +0. .5 +18.1 +7.0 +8.2 +12.8 + . 2. 5.1 1 @ 10' + 8 .0 +1.5 0 +.0 +.0 +.0 +.0
912 E. HIGH ST. 434.227.5140
1.0 0.0 0.0 0.0 0.0 0.0 0.1 11.3 2. 15.8 3.1 1.4 1 3 4 2.0 0.1 0.0 0.0 0.0 p
+ + + + + + + � + + + � + + + + � + + + + + + - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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1.0 +.0 +0.1 + 12.2 + +0.6 +0. +0.2 +0.1 +0.1 +.0 +.0 +.0 INITIAL SITE DEVELOPMENT PLAN
.5 OVERLOOK HOTEL
LO +0.0 +1.3 +4.7 +8.0 +3.3 0.4 +0.1 +0.1 +0.1 +.0 +.0 r .
1.0 +.0 +0.1 0.5 +1.9 +2 +0.9 +0.3 +0.1 +.0 +.0 , 0,
.5 .5
1.0 0.0 +0.0 +0.1 0.5 +0.8 0.3 +0.2 +0.1 +0.0 ALBEMARLE COUNTY, VIRGINIA
.5 SUBMISSION:
1.0 +0.0 +0.0 +0.0 +0.7 +0.2 +0.1 +0.1 +.0 2021 .05.03
Lighting Schedule
Symbol
Label
Quantity
Manufacturer
Catalog Number
Description
Filename
Number of Lamps
Lumens Per Lamp
Light Loss Factor
Wattage
KAXW LED, PERFORMANCE
KAXW LED
A
10
Lithonia Lighting
KAXW LED Pat 30K R3 MVOLT EGS
PACKAGE 1, 3000K, TYPE 3,
_P1_30K_R3_MVOLT
EGS.ies
1
Absolute
1.00
29.0
120-277V, HOUSE -SIDE SHIELD
-
❑
B
4
Liton Lighting Inc
WD1340B-Ll5-1345UE-DUN
4" ROUND 1-DIRECTION WALL MOUNT (IP65) - 1500LM
WD1340B-Ll5-645UE.ies
1
Absolute
1.00
20.1
❑
LSI INDUSTRIES,
C
12
INC.
SLM-LED-42L-SIL-3-30-70CRI
SLM-LED-42L-SIL-3-30-70CRI.ies
1
Absolute
1.00
352.0
LIGHTING NOTES:
1. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light
away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural
areas zoning districts shall not exceed one half footcandle.
2. "A" & "Be fixtures shall be mounted at a height of 1 On.
3. "C" fixtures shall be mounted at a height of 20' from finished grade which includes the pole base.
4. "A", "B" & "C" fixtures shall have a black finish.
5. "A", "B" & "C" fixtures shall have a CCT of 3000K.
CALCULATIONS
AVERAGE: 2.5 fc
MAXIMUM: 19.9 fc
MINIMUM: 0.0 fc
REVISION:
2021.09.20 [ARB]
2021.12.27 [ARB]
FILE NO.
LIGHTING PLAN
SHEET 07 of C8
19.039 1
C7
Virginia Department of Transportation Details
201.01
Standard 6" Curb (CG-2)
201.03
Combination 6" Curb & Gutter (CG-6)
203.04
Method of Treatment
CG-12 Detectable Warning Surface
204.01
(General Notes)
506.04
Midwest Guardrail System*
506.05
Midwest Guardrail System*
The Standard Drawings contained in the VDOT Road & Bridge Standards are signed
and sealed engineering drawings that are copyrighted materials of VDOT and the
Commonwealth of Virginia. VDOT's policy is to offer the Standard Drawings in a
secure electronic format and each Standard is available on this website.
hftp://www.virginiadot.org/business/iocdes/vdot—road—and—bridgE_standards. asp
'Finish of guardrail system shall have a corten (rustic brown) finish
See anchorwall.com for installation instructions.
1,b 0060
Units
Stretcher
Cap
Corner
Approximate Dimensions'
B" x 18" x 12"
Front, 4" x 171/4" x 10%"
Back, 4" x 12" x 103/e"
B" x 18" x 9"
8" x 18" x 9"
Approximate Weight*
77lbs.
47lbs.
101 lbs.
Coverage
1.00 sq. ft.
1.22 lin. ft.
1.50 sp. ft.
Setback/System Batter
1"/7.1"
'Product dimensions are height by face length by depth. Actual dimensions and weights may vary from these
approximate values due to variations in manufacturing processes. Specifications may change without notice. See
your Anchor representative for details, color options. block dimensions and additional information.
® 2011 Anchor Wall Systems, Inc. The Diamond Pro Stone Cut- retaining wall system is manufactured under
license from Anchor Wall Systems. Inc. (AWS). The "AnchorX and "Anchor Build Something Beautiful" logos,
"Anchorplex" and "Diamond Pro Stone Cut" are trademarks of AWS. The wall system blocks are covered by the AWS
Limited Warranty. For a complete copy, visit your local dealer or see anchorwall.com.
Anchor Wall Systems, Inc., 5959 Baker Road, Suite 390, Minnetonka, MN 55345.
A&B0810 73Z067.108/n 4015
Finish of retaining wall to be coordinated with arch. drawings
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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JUSTIN&A-Ump a
45183
INITIAL SITE DEVELOPMENT PLAN
OVERLOOK HOTEL
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.05.03
REVISION:
2021.09.20 [ARB]
2021.12.27 [ARB]
FILE NO.
SITE DETAILS
19.039
SHEET C8 of C8
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