HomeMy WebLinkAboutSDP200800184 Plan - Approved 2009-01-14GENERAL NOTES:
1. FIRE FLOW CAPACITY FROM NEAREST EXISTING PUBLIC
HYDRANT IS 3375 GPM +/— AT 20 PSI RESIDUAL.
2. BACKFLOW PREVENTION IS REQUIRED.
3. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS
FOR AVEMORE PHASE III ARE PROVIDED IN THE EXISTING STORMWATER
MANAGEMENT FACILITY CONSTRUCTED WITH AVEMORE PHASE I FOR
THE PURPOSE OF SERVING STORMWATER MANAGEMENT FOR PHASES I—IV.
4. PROJECT SITE IS NOT WITHIN A RESERVOIR WATERSHEID.
5. THE AVEMORE PHASE III AND FUTURE PHASE IV PROJECT SITES HAVE
BEEN SUBDIVIDED AS PER THE APPROVED PLAT TITLED "BOUNDARY
LINE ADJUSTMENT— VILLAGE OF PANTOPS— LOT 17C 4C DIVISION OF
THE PROPERTY OF AVEMORE LLC— PARCEL B".
6. MINOR SITE PLAN AMENDMENT NUMBER SDP 2008-00184 AMENDS
SDP -2007-0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE:
a) PHASE LINE FOR PHASE IIIA AND 1116
b) SIZE OF BUILDING No.1 WAS DECREASED
INDEX OF SHEETS
DRAWING NO. SHEET NO. TITLE
CS -1 1 OF 15 COVER SHEET
C-5 6 OF 15 SITE LAYOUT AND GRADING PLAN
C-12 13 OF 15 LANDSCAPE PLAN
C-13 14 OF 15 PHOTOMETRIC PLANS AND DETAILS
ABBREVIATIONS
DJM
REQUIRED
AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT
AHD AHEAD NTS NOT TO SCALE
BC BACK OF CURB O.C. ON CENTER
BF BLIND FLANGE PE POLYETHYLENE
BM BENCH MARK PROP PROPOSED
BK BACK PVC POLYVIN'11 CHLORIDE
C/C CENTER TO CENTER r RADIUS
C & G CURB & GUTTER R RISER
CIP CAST IRON PIPE RCP REINFORCED CONCRETE PIPE
0 SQ
CENTER LINE REQ'D REQUIRED
C.L. CHAIN LINK RESTR RESTRAINED
CMP CORRUGATED METAL PIPE RT RIGHT
CO CLEAN OUT R/W RIGHT OF WAY
CONC CONCRETE SAN SANITARY
CY CUBIC YARDS SHC SEWER HOUSE CONNECTION
DIA DIAMETER SQ SQUARE
DIP DUCTILE IRON PIPE ST STORM
EL ELEVATION STA STATION
ELEC ELECTRIC STD STANDARD
EX OR EXIST EXISTING SW SIDEWALK
FDC FIRE DEPARTMENT CONNECTION TBA TO BE ABANDONED
FF FINISHED FLOOR TBR TO BE REMOVED
FH FIRE HYDRANT TC TOP OF CURB
HB HORIZONTAL BEND TYP TYPICAL
HC HANDICAP UG UNDERGROUND
INV INVERT UON UNLESS OTHERWISE NOTED
IPS IRON PIN SET VESCH VA. E&S CONTROL HANDBOOK
IPF IRON PIN FOUND WL WATERLINE
JB JUNCTION BOX WT WATERTIGHT
LF LINEAR FEET WW WOVEN YORE
LT LEFT YDS YARDS
MH MANHOLE 6"V 6" VALVE
NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
AVEMORF,. 1-14LC
Ilk
1 1- A UA 1wl__Nw
OVERALL PARKING TABULATION AVEMORE PHASE I, II & III
PHASE
PARKING REQUIRED: 489 = 489 SPACES
PARKING PROVIDED (PHASE I SITE PLAN) = 507 SPACES
NUMBER OF SPACES DELETED FROM PHASE I
IN ORDER TO CONSTRUCT PHASE II = 5 SPACES
SUB TOTAL PHASE I PARKING = 502 SPACES
PARKING PROVIDED (PHASE II SITE PLAN) = 20 SPACES
TOTAL SPACES PROVIDED IN PHASE I = 522 SPACES
9CL ya
92 UNITS 0 1.25 SPACES PER UNIT = 115 SPACES
4 EMPLOYEES 0 1 SPACE/EMPLOYEE = 4 SPACES
TOTAL PARKING REQUIRED = 119 SPACES
ON—SITE PARKING PROVIDED = 108 SPACES
OFF—SITE PARKING PROVIDED (IN PHASE 1) = 11 SPACES
OS4I = 119 SPACES
uecr ui
COMMERCIAL—OFFICE
DJM
REQUIRED 1A1SPACEPER200NETS.F.
DJM
9,127 GROSS S.F.
ATTN: TREVOR HENRY (STONEHAUS DEVELOPMENT)
80% OF GROSS = 7,302 NET S.F.
DJM
7302/200 = 37
WW ASSOCIATES, INC
REQUIRED PARKING: 37 SPACES
DJM
COMMERCIAL—RETAIL
CHARLOTTESVILLE, VA 22901
REQUIRED:
DJM
1 SPACE PER 100 NET S.F. FOR FIRST 5,000 S.F.
1 SPACE PER 200 NET S.F. FOR OVER 5,000 S.F.
9,127 GROSS S.F.
GEO SERVICES (AERIAL) SUPPLEMENTED BY WW ASSOCIATES GROUND SURVEY
80% OF GROSS = 7,302 NET S.F.
ALBEMARLE COUNTY, VA
5000/100 = 50
RIVANNA
2302/200 = 12
EXISTING:
REQUIRED PARKING = 50+12 = 62
REVISION
TOTAL REQUIRED PARKING = 37+62 = 99
TOTAL PHASE III PARKING REQUIRED: 99 SPACES
PHASE III PARKING PROVIDED:
39.3%
STANDARD SPACES: 74
0 SQ
HANDICAP SPACES: 4
TOTAL PARKING PROVIDED: 78
SUMMARY PHASE I & II & III
TOTAL NUMBER SPACES REQUIRED PHASE I, II & III -489+119+99=707
NUMBER SPACES PROVIDED PHASE I, II & III -522+119+78=719
CROSS PARKING AGREEMENT HAS BEEN RECORDED.
1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/0-1 6 1 AND PARKING TAB PHASE III ADDED
2 ADDRESSED COUNTY COMMENTS DJM 12/11 /0
ATTN: TREVOR HENRY (STONEHAUS DEVELOPMENT)
3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08
WW ASSOCIATES, INC
4 ADDRESSED ACSA / COUNTY COMMENTS DJM 2/21/08(
CHARLOTTESVILLE, VA 22901
5 ADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/2/08 11
434) 984-2700
S000"Ne"%w4A
SOURCE OF TOPOGRAPHY: GEO SERVICES (AERIAL) SUPPLEMENTED BY WW ASSOCIATES GROUND SURVEY
6 MINOR SITE PLAN AMENDMENT GENERAL NOTE 5 ADVED
ALBEMARLE COUNTY, VA
MAGISTERIAL DISTRICT: RIVANNA
TAX MAP REFERENCE: EXISTING:
NO. REVISION
DMJ 1 12/9/08
BY I DATE
111K[6100191108
20
g N
O
All
O
Q
z
0
v~i SITE LOCATION
FONTANA DRIVE
A E
ON T VERONA DRIVE
BU
25
250 P
PANTOPSAT
ROLKIN ROAD
CANTEJ,(`T R
64
Monticello
VICINITY MAP
1 "=2000'
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVEL PMENT
2421 I Y2421IVY ROAD
PLANNING/ZONING 004
ENGINEER
ATTN: TREVOR HENRY (STONEHAUS DEVELOPMENT)
INSPECTIONS
434) 951-0993
ARB
WW ASSOCIATES, INC
DEPARTMENT OF FIRE & RESCUE
1402 GREENBRIER PLACE
ALBERMARLE COUNTY SERVICE AUTHORITY
CHARLOTTESVILLE, VA 22901
VIRGINIA DEPARTMENT OF TRANSPORTATION
ATTN: DOUG MARCH, PE
HEALTH DEPARTMENT
434) 984-2700
uf W A 44,"j" --d +4 SVP 2o67- 7
010RCel
s aoc 3-cnRy
SITE DATA:
PROPOSED:
NEW PARCEL 81 AND NEW PARCEL B2
TMP 78-8-03-1
ZONING: R15; ENTRANCE CORRIDOR OVERLAY DISTRICT
ZMA-2000-010
SP -2006-69
SP -2006-70
ZMA-2006-021
SP -2006-044
SETBACK REQUIREMENTS: FRONT — 25'
SIDE — 15'
REAR — 20'
MAXIMUM STRUCTURE HEIGHT: MAXIMUM ALLOWABLE STRUCTURE HEIGHT — 65'
PROPOSED MEAN BUILDING HEIGHT — 29'
EXISTING USES: VACANT
PROPOSED USES: COMMERCIAL/OFFICE & RETAIL
TRASH: ON—SITE DUMPSTER
PHASE III AREA 1.59 ACRES (NEW PARCEL 131: TMP -78B-03-1)
0.30 ACRES (PORTION OF NEW PARCEL B2: TMP -78B-03-1)
NO. OF BUILDING PADS 2
SQ. FT.4300 S.F. PER FLOOR X 2 FLOORS = 8600 TOTAL SF BLDG. No. 1L4827S.F. PER FLOOR X 2 FLOORS = 9654 TOTAL SF BLDG. No. 2
UNITS PER BUILDING BUILDING 1: 1 UNITS: (RETAIL AND OFFICE)
BUILDING 2: 8 UNITS, 4 PER FLOOR RETAIL AND OFFICE)
COMMERCIAL UNITS rRETAIL — 4300 + 4827 = (9,127 TOTAL S.F.)
FFICE — 4300 + 4827 = (9,127 TOTAL S.F.)
MAXIMUM NO. OF EMPLOYEES: 65
LLC
OWNER/APPLICANT/DEVELOPER: 2421 I Y2421IVY ROAD
CHARLOTTESVILLE, VA 22903
ATTN: TREVOR HENRY (STONEHAUS DEVELOPMENT)
434) 951-0993
ENGINEER: WW ASSOCIATES, INC
1402 GREENBRIER PLACE
CHARLOTTESVILLE, VA 22901
ATTN: DOUG MARCH, PE
434) 984-2700
SOURCE OF SURVEY: WW ASSOCIATES, INC.
SOURCE OF TOPOGRAPHY: GEO SERVICES (AERIAL) SUPPLEMENTED BY WW ASSOCIATES GROUND SURVEY
COUNTY, STATE: ALBEMARLE COUNTY, VA
MAGISTERIAL DISTRICT: RIVANNA
TAX MAP REFERENCE: EXISTING:
ROADS/PARKING
78B-3-1 AND 78-581
PROPOSED:
NEW PARCEL 81 AND NEW PARCEL B2
TMP 78-8-03-1
ZONING: R15; ENTRANCE CORRIDOR OVERLAY DISTRICT
ZMA-2000-010
SP -2006-69
SP -2006-70
ZMA-2006-021
SP -2006-044
SETBACK REQUIREMENTS: FRONT — 25'
SIDE — 15'
REAR — 20'
MAXIMUM STRUCTURE HEIGHT: MAXIMUM ALLOWABLE STRUCTURE HEIGHT — 65'
PROPOSED MEAN BUILDING HEIGHT — 29'
EXISTING USES: VACANT
PROPOSED USES: COMMERCIAL/OFFICE & RETAIL
TRASH: ON—SITE DUMPSTER
PHASE III AREA 1.59 ACRES (NEW PARCEL 131: TMP -78B-03-1)
0.30 ACRES (PORTION OF NEW PARCEL B2: TMP -78B-03-1)
NO. OF BUILDING PADS 2
SQ. FT.4300 S.F. PER FLOOR X 2 FLOORS = 8600 TOTAL SF BLDG. No. 1L4827S.F. PER FLOOR X 2 FLOORS = 9654 TOTAL SF BLDG. No. 2
UNITS PER BUILDING BUILDING 1: 1 UNITS: (RETAIL AND OFFICE)
BUILDING 2: 8 UNITS, 4 PER FLOOR RETAIL AND OFFICE)
COMMERCIAL UNITS rRETAIL — 4300 + 4827 = (9,127 TOTAL S.F.)
FFICE — 4300 + 4827 = (9,127 TOTAL S.F.)
MAXIMUM NO. OF EMPLOYEES: 65
EXISTING PROPOSED
LAND USE SCHEDULE:
BUILDINGS (GROUND FLOOR) 0 SQ FT9127 SQ FT 0.22 AC.) 11.1%
ROADS/PARKING 0 SQ FT 2339 SQ FT 0.74 AC.) 39.3%
SIDEWALKS 0 SQ FT 13718 SQ FT 0.31 AC.) 16.6%
OPEN SPACE 82328 SQ FT SQ FTP57 0.61 AC.) 33.0%
IMPERVIOUS AREA 0 SQ FT SQ FT 1.28 AC.) 67.6%
TOTAL 82328 SQ FT 82328 SQ FT 1.89 AC.)
FIXTURES: BUILDING 1 FIXTURES ESTIMATES: BUILDING 2 (4 UNITS)
5 LAVATORIES 8 LAVATORIES 2 PER METER
5 WATER CLOSETS 8 WATER CLOSETS 2 PER METER
2 SERVICE SINKS 8 WATER FOUNTAINS 2 PER METER
4 HOSE BIBS 8 SERVICE SINKS 2 PER METER
1 KITCHEN SINK 2 HOSE BIBS
BUILDING 2 NOTE:
FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE
COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN
IS COMPLETE; AND BEFORE CONSTRUCTION BEGINS. FINAL METER
SIZING TO BE DETERMINED AT THIS TIME BY ACSA.
L` 11 OF
j
DESIGNED BY. PROJECT: AVEMME, LLC REVISION SET NUMBER:
ENGINEERS
Dim
PHASE III - FINAL SITE PLAN 6
DRAWN BY:
DRAWING NUMBER: ALBEMARLE VASURVEYORS
U
DOUGLAS J. MARCH
v
PLANNERS
To
TITLE:
Lic. No. 40518 REVIEWED BY: COVER SHEET CS —1
w ASSOCIATES DW
P.O. Box 4119 1402Onmbimrace
SHEET NUMBER:
s V' u6aio>"1 WWA NUMBER: FILE NAME: SCALE: DATE:
s
f DNA1, E
c•
206006.04 6006CSOl.dwg H.- NIA 7/31/07 1 OF 15
1,
CONNECT TO
EX. SAN.
MANHOLE
ka ' Ph6fECfII `FENCING
89MARK , FENCING ON SITE PROPE SAN
392-
5' I 97 o g
94
93
6
I I5.09
J 2.1%
TREE PROTECTION
t h
I1
TREE PROTECTION
COUNTY COMMENTS
DDRESSED COUNTY COMMENTS
DRESSED FINAL ARB COMMENTS
ESSED ACSA
ADDED PHASE IIIA AND IIIB
BOTTOM ELEVATIONS SHOWN ON THE
PLANS ARE A DEFINITION OF THE
GROUND ELEVATION, NOT THE
GRANULAR DRAIN FILL FOUNDATION ELEVATION. FOUNDATION,
BETWEEN AND BEHIND AND DEPTH TO THE FOUNDATION, ISANCHORSTOBEDESIGNEDBYTHEWALL
TRIM CAP WITH CONTINOUS MANUFACTURER
ADHESIVE
AS PER MANUFACTURER'S
RECOMMENDATION)
GRANULAR DRAIN FILL
BETWEEN AND
FILTER
I 1 BEHIND ANCHORS
HEIGHT H' REINFORCED
VARIES FILL
1
SWALEPROIDEVVAL N
SW FOR POSITIVE '
925§ DRAINAGE 1,09 " GEOGRID
AS NECESSARY)
94 STREET LINE .• >. •.,..: PER WALL HEIGHT
HANDLI
TYP 9744 0
7 95 GRADING ESMT TO
CODE 98 A 95 P E , EMBEDMENTBEACQUIREDPRBUIG0ECSPAS . `I9698S.F. 1 VARIES*
L4 _ AIN copi 10
BUILDING 1 Q \ 01',4COMPACTE PERFORATED1
FF= 398.00 , GRANULAR BASE SUBDRAIN
05 OR OPTIONAL
1
39 N ?0 96
h CONCRETE * MINIMUM 3'-0" EMBEDMENT. X fl1 ry ` ` ENT.
96-4 96 ,• " '\ 1 i LEVELING PAD EMBEDMENT INCREASES WITH
N 5 BARKING EASE, NT
INCREASED WALL HEIGHTS, K hi,,7 39 ! _
96
7R
S SLOPING FILLS IN FRONT AND
398 ` RETAINING WALL DEfAIIL BEHIND WALL OR POOR
98 , .
16.5 A CESS EASEMENT & SWAM N°r r0 sou FOUNDATION SOILS.
gg
PORCH " STREET LINE `
9
4.58%
Lo
98 HC P 98 1 - PHASE 1116
f (np TREE PLANTER lyr=399.0
o FF= 400.00 BW=399.0 I I
FCCNOTE
TMP)
N '-401.9 , o -- ,
E CURB AND GUTTER, STORM SEWER SYSTEM, WATERLINE, Tw7CB-399.3 yNITARY SEWER, AND PARKING LOT SUBBASE STONE HAVE
P= 4R 1 BEEN INSTALLED FOR THE PHASE 1116 PROJECT AND ARE8 $'
I z CEXISTING FEATURES. IN ADDITION, THE PHASE 1116 SITE HAS
P. Q __ __ --- P = 400.00 T < BEEN STABILIZED WITH SEED AND MULCH. COMPLETION OF
3 o THE PHASE 11113PROJECT WILL BE AT A LATER DATE. J
BUILDING'2 " o
9 7 $ % NOTE 2 - PHASE IIIAAll8' o i _ WATFFi_i F 'r. ' z i PHASE IIIA IS UNDER CONSTRUCTION IN ACCORDANCE WITH4p1.00 ,, , D THE APPROVED SITE PLAN.
r,
D
SP, 1-A1 o
9.
G- FF= 401.00 io I
cA(T(P( HEIGHT= 2
NEW RE ow. w
PERMIT
REDUIRED
SEPARPTE BUItLSDEIE
Di THIS SHEE1) _-
Npnp
o Iht EP ' — ,_ +-WPM
00
PHASE IIIA PARKING TABULATION
S LONG -c ,
R 11-- _ a051PE A'
BUILDING 1 - OFFICE/RETAIL (8600 TOTAL S.F.)
X OF TOTAL SITE PLAN BUILDING S.F. = 8600/18254 = 47X
TOTAL PHASE III PARKING REQUIRED = 99 SPACES
GRADING AND i (FROM "OVERALL PARKING TABULATION", SEE COVER SHEET)
N
1 PARKING ESMT TO PHASE IIIA PARKING REQUIRED = 99 x 0.47 = 47 SPACES ON-SITE
j i p E_ _ BE ACQUIRED
I (PHASE IIIA) PARKING PROVIDED - 53*
53 SPACES WILL BE PAVED DURING PHASE IIIA
OF WHICH TWO ARE STANDARD HANDICAP
THE REMAINING PHASE III PARKING WILL BE IN ACCORDANCE WITH
PREVIOUSLY APPROVED SITE PLAN AND RECORDED CROSS-PARKING
AGREEMENTS BETWEEN AVEMORE PHASE I, II, AND III.
I
I
c
Z,
GENERAL NOTE
1. THE PIAllA AREA WILL PROVIDE
1
C I PARK BENCHES FOR PATRONS OR
30EMPLOYEES OF THE COMMERCIAL ANDI
OFFICE BUILDINGS. THE AREA IS NOT
CONSIDERED TO BE ONE FOR PUBLIC
ASSEMBLY OR OUTDOOR DINING.
I
I ' I
I
IF THIS
GRAPHIC RSSCALE MUST BE USED
WING IS A N
SCALE: 1 " = 20'
20' 0 20'
i
DESIGNED BY: PROJECT: AVEMORE, LLC REVISION SET NUMBER:
ENGINEERS
SURVEYORS
PLANNERS
DJM
PHASE III - FINAL SITE PLAN
ALBEMARLE, VA
6DRAWNBY:
Ta DRAWING NUMBER:
TITLE:
REVIEWED BY:
DWAsSOCIATES SITE LAYOUT AND GRADING PLAN C-5
P.O. Box 4119 1402 Gnombrier Pime
L7 b 0 VA24S02 Cbw%UnvikVAn"m
P6oee: 434.316.6010 Pbow 434.9!42700
w
SHEET NUMBER:
6 OF 15
WWA NUMBER:
206006.04
FILE NAME:
6006C05.dwg
SCALE:
V:NIA
1 "
V:
DATE:
7/31/07
F b.11 X TT0-1VT14 N 1 I 1 T
VARIESI
I
I I
I
3 1 j EXISTING 1
TREES TO I
L
REMAIN 3 EA
ttstlw_- ttll t. t tl ) v, -u f l -' ! i _ ! . r , I . - -' ::ul iiIll I 1 ) I i
1, > ! ', r. _ _ i ,S", lllt , i(_ .. ,i' '! ;_ a 'UC I14TIU,A; j :'_.I'I. I _L - _ - - I D. P. 18.96 fV. 281
fI
Y
EXISTING 30 TREES TO
rt „- BE REMOVED 8 EkXDEMOLITIONk' p I FENCING 1 ` = I _ _(SEE PLAN) 18-FG
SITS PROPE 4'i." r
I-
r. Y F
9
rJIj 7, fit iC
J '
r 9 JC 24-M
err I , II, r,
F
I Y
6 -MP -_-- _
I - , __ G - _ i ,IIII I 'i i_r • J
4 JC
Iii : I'_ 'gF.: C -r1;. - _, i -G ,'!'. /1(.. • ,
rr ,
1
i 4 -FG - 1I I _ I ; 4VI11_ - E C
1
1
l , F
Cil '
48 r n
l 1
III
I I _
1 v LOT I OF _ - rII' PARC, B,1RI,
I
10 -CBC
5 -MP 1 17-1DIVISION
I I • 1 12 -JC t 1
SCARLET I ! • I - l ll •y
4 -AG
i f i
OAK (TYP)
Lji ir{
5 • I EXISTING TREE LINEI. I •'' .,: J r r
I TREE PROTECTION7-MP
I15 -JC • i f3 111 -(,FI I(;IIICONTRUGTI011UJ r
1 17, \ ,_ _' _ _ 0
1
EXISTING 3 OAK TREES ON
WEST SSE OF CONSTRUCTION , • A
I ° ? -----
EXISTING TREES TO BE REMOVED (TYP.) `; 1 ' 1
ACCESS ROAD TO REMAIN. gEA.)', (SM, OEMOIJTON PLAN)_)
PROVIDE TREE PROTECTION6- I + 1
LU%• : I
1920 PC 6i,j
County of Albemarle
Conservation Plan Checklist - To be placed un Landscape Plans
Handbook, pp 111-294-111-297 for complete specificnlions)
1. The foilmving Items shall be shown on the Plan:
1 'frees to be saved;
Limits of clearing (outside dripline of trees In be saved);
Location and type of protective fencing;
Grade changes requiring tree wells or walls;
Proposed trenching or tunneling beyond [lie limis of clearing.
Nlarklnes:
All trees to be saved shall be tnorked with print or rihbnn at a Ihci_ght clearly visible to equipment operators.
No grading shall begin ,lnlil the tree marking has been inspected nod approved by a County Inspector,
3. Pre -Construction Conference:
Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Oneratlon and Storage:
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of treys
to be saved.
5. Soil Erosion and Stortawatcr Petcation Devices;
Such devices shall rut udverscly afT'ect trees to be saved.
6. Fires:
Fires arc not permitted within 100 feet of the dripline of :Tees to be saved.
7. Toxic Nlaterials:
roxic mnterinls shall not be stored within 100 feet of the dripline of trees to be suvec .
A. Prolective Fencing:
Trees to be retuined within 40 feet ora proposed bui'ding or grading activity shall be ploteeted by fencing.
Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or constru--tion.
I. Tree Welk:
When the ground level -rust be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction de:ail
Submitted for approval.
10. Tree Walls:
When the ground level -trust be lowered within the dripline o tree to be saved, 3 tree wall shall be provided; and a construction de -ail
submitted for approval.
11. 'frensK-x and "funneling:
When trenching is required within the limits ul'clearing, it shall be done es fnr nwny from the trunks of trees as possible. Tummcling
under it large tree shall be considered as on olternatNe when it is anticipated that necessary trenching will destroy feeder r:xrti.
12. Cleanup:
U Prutcclive fencing shall be the lust items re1n0vc(1 dt)671p the linal cleanup.
13. Damaeed Trccs_
Dsmoged trees shall be lnated immeditcrly by Priming, fertilization or nJter methods recommeadcd by it tree specialist.
NOTE: fl• 1S THE DEVELOPER'S RESPONSIBILiTY'TO CONFER WITH TILE CON TR.\CrOR ON 'TREE CONSERV•NTION
REQUiREMEN
a Jst .f1 JZ V z• ; lZ_h T c, c 1e,I __ Il (2> U 1
OWNER SIGNATURE (0A'1 n;)
CONTRACT PURCHASER SIGNATURE (DAT E)
5/!/05 Page 1 of l
r:I
a
I - II LI.
a'
Scientific Name Common Name
R ,
V
I 1 I -
r
i
I
LU7' » -
v , 1 ; D.B. -r i F'
ti
iI ,
I Key TRY.
TfbE _-w" __' _' -7_
14 -JC 2 -AG107' IR• PROTECTION 4 h v r • !•1: viii fa,1. w t $&'%
I.I 91
7L'23-IB
64G 5 AG
jya • . • •
1 ~ yA %dw
V
PARCEL 81
DIVISION
5 I MognaEia g
Magrldio
C"'/
17I
Gled'ltsia trlaconthos inermis & cvs./
Thornless Honeylocust
Min. Cal.
2 1/2'
NOTE:-
CONTRACTOROTECONTRACTOR MUST ABIDE BY CONSERVATION PIAN CHECKLIST.
614 B+B
Full Crown
Straight Trunk
B+B
IFull Crown
Straight Trunk
Area Per I Total Area ITreeInS.F. In S.F.
82 1 410
424 1 7,208
41 Quercus coccinea/Scarlet Oak I 2 1/2' I I B+B I StFu
l CTwnxlk I 370 I 1,480
11
Cornus kousa d: cos./
Kousa Dogwood
12 Juniperus virginim & cvs./
Eastern Red Cedor
26 Log°rilltroemia indica x cvs./
Crape Myrtle
6'-7' B+B
Full Crown
Straight Trunk 128 1,408
4'-5' B+B
Full Crown
Straight Trunk 16 192
6'-7' B+B S Frail Trunk 77 2,002
Total Tree Canopy Coverage - 12,700 S.F
Intww Landwaping (Shade Trees) I
kilo
J
r / Full Crownd
2 4241GleditsiaThorranthosttcos' 1/2' B+B Straight Trunk 424
1 J
r I , ; I
7 Quercus / Oak 2 / B+B Strap t Trunk 370 , 90i,
1
coccinea Scarlet 1 2'
Full
tCrown
2 5
PHASE M LANDSCAPE TABULATION
114F_ CI
LANDSCAPE
I. TOTAL TREE COVERAGE: '0000
AREA INCLUDED IN PHASE III DEVELOPMENT: 1.89 AC. „
1AREAMIPHASEMREQUIRINGTREECANOPY: 1.89 AC. I '1 kit
PERCENT OF TREE COVER REQUIRED: 10 PERCENT (.10 X 1.89 AC.) = 0.19 AC. OR 8,233 S.F.
TOTAL EXISTING TREE CANOPY COVERAGE PRESERVED ON SITE: " `- r
IB
3 OAKS X 370 S.F. = 1,110 S.F. X 1.25 = 1,388 S.F. \
PROPOSED TREE CANOPY: SEE CHART, THIS SHEET) 12,700 S.F.
TOTAL TREE CANOPY PROVIDED: 12,700 S.F + 1,388 S.F. = 14,088 S.F. y, FG
I. PARKING LOT LANDSCAPING 1 1 't
I.
1
1 1,. , - . F F,dIOh'F -1I'_a RT IIF.1-T. I
PHASE W IMPERVIOUS AREA (ROADS PARKING AREAS): 1.20 AC. OR 52,272 S.F. 1,
T 11jdr I AG
IF THIS DRAWING IS A REDUCTION GRAPHIC ` P N. llq')
INTERIOR LANDSCAPE REQUIRED. 5 PERCENT (.05 X 1.20 AC) = 0.06 AC. ON 2,614 S.F. SCALE MUST BE USEDSHADETREESREQUIRED. 1 TREE PER 10 PARKING SPACES 1 {, I i , r F 1 F T a l ' l i JC
78 ON-SITE PARKING SPACES/10 = 8 SHADE TREES SCALE: 1' = 20'
7 OAKS X 370 S.F. = 2,590 S.F.
p ' CBC
1 HONEYLOCUST X 424 S.F. = 424 S.F. `
INTERIOR LANDSCAPE PROVIDED: 2,590 S.F. + 424 S.F. = 0.07 AC. OR 3,014 S.F. } MP
SUMMARY 20' 0 20'
3,014 S.F. PROVIDED > 2,614 S.F. REQUIRED ` 1
7 OAK TREES & 1 HONEYLOCUST SATISFY SHADE TREE REQ
I 1;1
Total Interior Landscaping (Shade Trees) - 3,014 S.F.
error Shrub Canopy
1
32
lex cornuta'Burforaii'/ 2-2 1/2' 5 Gal. 24'-30' Spread 57 1,824
DESIGNED
MDJM
2
Dwarf Buford Holly
DRAWN BY:
To3ADDRESSEDFINALARBCOMMENTSDJM1/18/08
78 Pennaetum ate/
4 ADDRESSED ACSA / COUNTY COMMENTS DJM 2/21/08
5 Gal. 36' Spread 0 0
REVIEWED BBY:
DMJ5ADDRESSEDFINALACSAAND3/17/08 ARB CO MENTS DJM 4/2/08
Fountain Grass
M040,
t
18 Abeliia grondiflora/Glossy Abek
6 ADDED PHASE IIIA AND I I I B DMJ 12/9/08
1 1/2'-2 1/2' 5 Gal. 36' Spread 14 252
103 Junipwrus conferta/Shore Juniper
DATE
1'-3' 5 Gal. 36' Spread 0 0
34
Cotoneoster dammeri & cvs./ 1 1/2'-2 1/2' 5 Gal. 36' Spread 3 102
Bearberry Cotoneaster (Coral Beauty)
47 Myrica perblyvanico/Northern Bayberry 2-2 1/2' 5 Gal. 36' Spread 18 846
1 ADDRESSED COUNTY COMMENTS ARB COM ENTS DJM 11/19/07 PLTH OF P
r2
U DOiam J" wn 1;"
No. 40518AsSOCIATES411
3 ° 9
c`°
f o N A L
ENGINEERS
PLANNERSS
P.O. Bait41191402 t3sarabriar Place
kawwft VA zhywWA, Z CbwtsalVA24M
Pbm: 434. .43,.9«r2
WW
DESIGNED
MDJM
2 ADDRESSED COUNTY COMMENTS DJM 12/11/07
DRAWN BY:
To3ADDRESSEDFINALARBCOMMENTSDJM1/18/08
4 ADDRESSED ACSA / COUNTY COMMENTS DJM 2/21/08
REVIEWED BBY:
DMJ5ADDRESSEDFINALACSAAND3/17/08 ARB CO MENTS DJM 4/2/08
M040,
t W WA NUMBER:
206006.046ADDEDPHASEIIIAANDIIIBDMJ12/9/08
iiiiiiiiiiiiiiiIIIIII11111111111,iillllllll111111111111 1111110111111111
11N0. REVISION BY DATE
Total Interior Shrub Canopy Coverage - 3,024 S.F.
PROJECT. AVEMORE, LLC REVISION SET NUMBER:
PHASE III - FINAL SITE PLAN 6
ALBEMARLE, VA DRAWING NUMBER:
TITLE:
LANDSCAPE PLAN C- 12
SHEET NUMBER:
FiLE NAME: SCALE: DATE:
6006C12.dw H:'"=20' 7/31/07 13 OF 15
9 V: N/A
YENTICAUNORiZDNTAL
SERIES
FIXTUNE MOUNTING
CBCONFiGUfRAA0N5 9 •F M
POLL IW SINGLE, PAP olw I" tax
HUN 1
OPTICS
TYPE 11'21 TYPE O:7 FONw'.ARDTmg7;FP) TYPE 1-il
Nn. IM4 m VN lasted IM. Crtwk faLWY to _n t ax
ORDERING INFORMATION Iall N Ui x .NtwrNe- its.at l
INIIITaIId An An IIaNT IIMF Itk111MIV
LL D13111IM11)(111
I
PKILK S YMi lArL 1x11134 LLMS wXIA:L I)NISH wilans
7415 AT al, 2-lyps 1 Lem M. C11-C•x.larsd 4m Nina -P,- 4-1std 1a$0
At 07 3 - Iypr Ill LnW Mrul wlxlt FF -1 al rhos MT - M.IY lap` OLN • FJr.< VL • Vaud'.
AT a FF purt-1a INTO IMI- IChw IT Ill I.0 FLT Fkw- Loop
AT e0 1 srru•1 1ppp Itr. +<vl f ..# BIF 1pN p ous:
Thum LLYY s yF
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AT
MIAs ' Dj1E
AT 14 Folk 50" CNN -Cram ,
P(t1111aH? CC -Clump OR Coult,•... At LO NPS
AT 11
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Pc - P.A.
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lraWrl
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AT e7 Tlnx
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7 k tilt of .>, Itx..41 k Mr. 1.1x.1 -
Cat To In • 11 120•: 2'14 P, 1. a .r-• x
At.. x: .•1 a, •I:L well .N:
Approved By: WLS LICIT116 SYSTEMS
Protect Naive: MANUFACTURING SINCE 1919
Locaual:
Dux: I•. 1. !:r 1'•'••1 r I.rt -h, I7
I I r Fr'.: -1/.1•,.'Yp4 r www.wl.iOMiTp.eaw
RNIIO7 NOIFTAP STEOLRNTSSERIES
NUFT SHAFT
ONDENING iNFORMAA9N 5n rcr wpwmo7r camcr rwdl r" aft mm ra ry4u aTr RFNRCM•. atw ll-woNslow
IAIAL06NJMKR MLS[ TY21 31/.Rm4LOWLIXPAT-ENM 37ANW W TERM$ roost YAMIAndn"
VILS RY n! 10 4 11 M A.A. Oates L O ll' TN'MI 2341• ].1. Pat 1.9- Costal Ill w,iO'd
245 RUIN I.. 1 test 70 IOM A5'LmO By C.+vmred KN•P.Id
wl S RV7R X S 11 EM Nationals 0MI1 7 • M' TIDO 7 int' 7. L W (a wnwAd4 PLT Ph$"
VRSRT7RT,, ill tin Ltw MrAit 1Tn, 13•LN1ok 14mr CVLWd MF - Pail
vnsal77R-75-4.7 web NW.SDMDI-Ta 41" Toss; L
211 ZZ -1 A W2
WKT TMM,
w1.3-1/115 _4•x11 Ma1OT -4 is VU"
115.1%. IRS-
NN Get,"
wSs-114119-10-s7
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MNIBPR I PNC IN 51lP 14 AII. CNCI P Nm I Sin P IA• PPA• HM• PIM'
TA NNI5104 it ID 4• 10•t.1Y 1-Y IS"t iN'st' W IS 702r 7Y4 8-1,
wL5•NNI3-Lsi-Ll D 4• W„1•x,n• sx- x.*-x4• 124 21 lh.S to 1
wLSNMIs 24 S 11 W V IgWad3i' Ali' H"A:WA4- 211 ZZ -1 A W2 L. Imo'
VR 3 PINTS 73 % 11 S' 115.1%. IRS- 73"v in'xl• PAS 13 11 eS 7_5 M
wt9 NNIS'L• S / 2S
e
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l•,K•,4• 311 1111!. NJ, LIS n
aI
3.484816-il•5-II io ii 11',1• I'iWi4l" IN nal, N u S
wLs-er113.3J-YI v ll•xl• I ato-, I l'x3A-xr 1 ale 13 Al r u
I.: lad 1. 1, 'Saawl y-10• .%.1w llI
PBLE SPECIFICATION CRITERIA:
LP&ENFN"T NNGTdd lavatwoorkwwmrr adr loan via. Apara:4 ver lO.wlrvcwrarre aIls,aL Tteralo awls tea Isla
as mrdaM br JN wOxr1 Mslprv. I kew. ICI tae rvo.NrmFSds. N ww! •'1r?kN »d wkrar.'sx3l Wl sawn din otaalo. TNN11a itrelloa
vwu ro• in IIs pine logit, wtvxlf is e7ptlbla f raUld OPw. NyNnp a m ad hafeeou Allies sof win mus, INP wsd law wm NM wxf
Mlo u J ws/wnfNy rsy r.rsrsrrt a4'q *ww he mel Uaresol wad u obtain, lay nar,eis LN.a
arm t IaiilAa "AmNRIIrM Y41Mat NIA[RI dTrw. K
XP&EDUTY $ATM -Tis. -M: am mawIm btdt•.tmsnhtNOco arrM Ness r"aortaL
IN t1SY5n. low AhdeEMau0xtllarmom MSau hwla'S1 MMUo Net 1am1sater dtdpkriots. Ian• when 1AMPd a this albk reface W.• naNAlmx raNCNt, 5, EM I A L W S U7:7er
M Ills retpirclev, fides and ar.• Iain i 1xn Nncn( carsad ksxL d M Ihs V Nwnseq did die P'A•. o' Nr meati a,pe.swnwS r1.iM I.o,dr•1
Hip a red pow. Sa 1M plot 1 FA wMPs K wl a %minds o Nil W ImsY M ne cls
I'moT sl est lomw M ans mom
1 PILE LAK Tax poo hat- WNur 00 or Emk-Ak". xrmrr.•d
Or or Prgccl mealloumlL L wf]IHr lar v'13N N 481! R'Nrn 111242 Y! r411ep1M b1 mOIW
ar Iles v4" d do eded 2MWL, NMA Mrd M Ian Od••yla
7. TNI YELOCR1r - I Nr rt.I nbcty d1n I M As1srT rsx f Arms aF husue. oldIe11dNa vi as dMwsmsr/ f ws dss s/Nr ln1 aafi
pr1W %Irtw"morlN VTd ~7 idp. Ina • Am011TrNnw:tWAid Neoax AVMKtMW.
Approved By! WLS LIIIT1111 SYSTEMS
Project Name: MANUFACTURING SINCE 1969
Lwtlios:
Tr. .r
two: na)..1 :.nn r a:::a .r rs.Ul:,: wwN..nklleMig.Fdan
COLOR OF LUMINAIRES SHALL BE STANDARD BLACK.
LIGHT POLES SHALL BE BLACK POWDER COATED FINISH.
NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A
LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS
SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER
OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS
AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
FOOTCANDLE.
DECORATIVE ARMS
notAT a
P fl7w
RP
Ir
ATM
L >W
ATR
LT
IT 2
j2ATW
L
AT
111
RN
se
L
ATa
ATM
LF S,
AT26
F-NbeL
AT N AT 7
1 -As
a'*; AM
o1L
748SERIES
EPECIrICATmNS
NGDNRG The 749 SAM As dec. rathie h3sleg is fabricated Of heater-dety
spoor ad cut alae Mt At aid WSW ts prcduce a dean. sharp appm lance,
This one -pec design enssres a weathtrtlllM comes, tic "a, The bottom
access corer provides east of nslallation anJ r.Mcing.
LEAS AN FRANC lenses ale Inpee: resistant tempered glass. A flat
glaa leen Is standard for the lorizlxttal leap eptia anda tom7wed leas
s Standard for she ve tkal talap6 lencare leaded to the havaNg watt a
sora gullet toa one-piece lead flame.
FIINSN[$ Fixtures are Nnisled with a thermoset bakdcn polyester
Towler'Inlshing process, to;leethe fixture in exteptiorallyattlactive
appy raace. The polyester finish withstands extreme wadlerchaage
without crac(Ing or Feeling. Stanart and cmtom colors alallable.
RFn FCTTI %MMMNNTFRN PATTFNO[ Fivtorm aro xquppid wi-h
a polshd allmitum segmented reflector available In f tie clstrbtiyn
attend. Vertical bwn lamps: Type 11(2), Type 111(1, Type'.' (5), and
Perimeter Forward Throw (FP).
LICNT SOONOES Dccigned to operate of: to 1000 Watt Ligh Preccur_
3odtum and Metal Halide lanpt
SOCKETS Porcelain Nogol4mse Tickets featoie spr g-reMlo¢ad tatacts
o the houslog. Rated to 60OV.
BALLAST CWA R HPF n:qulatial au:otransiormers. Avolable in Meal
Hallie or Hkh Piessare Sodiln. Slanting Lmperatere N -20 F for NOW
HaNk aid -4 F for High Preuvre Sc9um. Maximum we" is 130001.
POLLS £quern a round soles art a.Nlahle 19 meerel or acetepered.
Alsoavailab a as a wall aattnJ option.
ARKS A large stlec Ja of alominuir decort.ire arms Tor? available for
Ais init. Tw3 of the most popuat areatthe left 31eae consult sf a
3ther op-Jom.
a Mls rrar
a
A FULL CUT OFF
d • w
TataI N,ssG u
TH or Or I 1st
WLS usirm SiSTEMS
MANUFACTURING SINCE 1909
PO My TnnSTN r Crn Meth, TX TUA
800.613.77111 r Fax: $17.733.4824 f www.WbktbtigA=
ROUM NONFOMM STEELRNTSSERIES
SPECWICAT10N1
STIIYC TVRAL DESNN W _3 2des a• ashlmd tar he CaNlllinel eNects of
both w lTc and dead lead 1m kind Wad effects haw Non analyzed with
wind TNxWs migirg hyo 90 b 120 mpll whh a L7 fiat :Sam. DIM to very g
wind effects, I eight correction factae avid dray rani cleos leave been
ap3hed tc Lae ertere stnlare.
PILE SHAFT Each pme shaft I mace from a sir4e ply eavit, which Is
formed lelo a :ebular ahape wBh one or more longitude WNW: no waked
tphcas are penwitted. -1 a material valid for the pole main; am the
requirements of ASTM A572 or ASTM 595 Wale -A.
CASE PLATE Bax p ores are IntvlP•ally weltkl tc the Dctle, it pole section
of all anchor Dae -type numtlMs with eK Sir a tnesxpc weid or a fail.
K xlrAlior weld with a ha:xalµba-. The ataerlal usel for (hese dates will
eoldoern le Motor ASTM A34 or ASTM AS72.
ANCHOR OOLTN AI 3MU4 anchor bells, ruts, :lad wastmrs are IsH dippeA
fuNy galvarixpdaminw4 Nw rpMiimniMdsof ASTM F1SSL, (:reit SS.
NANO NOL.ES All lord Polo are parpiaraly roldforcad with Ia: lar w•Mch
Is r higra is weldeld to the Doo thA1l. Each role will have a 3•x5" r*Wo•ad
Mind role luted 12' to 111" rm N the bate DI ahs fide. Cow planes are nrJpfW
with all (sand holo and are Machold to the pole with A bBI*4Mr and screw.
PROTECTIVE COATINGS AN WLS psksarc godwyilac4 pordlscollator or a
enlrblar M d ow f-ok Calwokil; it 11 ano odea a w1h ills ngdwFla.H of
ASTM A123. AN po as are sage dlgW lislde and ost. IN accordance wish
tfle USDA, no xle will be doo2le Sipped. Powder sated DO es are cow at
LOW Fam IMNNH with u mhm* polytie w limo )t cotrdd tla•1lalcol.
WELM N All wdtftng is pirlcraled (a AWS Certified vaalan and all winds
xnn isly with law nnM nlrPm off bre d fhe Awl %f,rhlal Wp dMj Corm.
ANCiIDR BOLT
I%A
7,1148246
iT'VAiIa Y%
LENGTN
NOOK
BASEPLATE
Willis
VAX OOLT:
411NC11 01x. .•
MIN. Oar l•L`.. ;•- `i"
elPC11 all
71T°C !.1t INC N!'r
WLS Lima SYSTEMS
MANUFACTURING SINCE 1600
r•:A 15:7 i . F,:t :Y.;.t : :: 7f :c5
n,,.J:.rl_ i a;; G_: rl,ur2- , 1nn.wMNImI1I•caer
whlD m
nxvP r oonn
ORDER:
w s•wrllD
Aprrnved By:
Projrcl NAmr:
L oc.m ron:
Date:
ISO MN 200 OL OLK PC
FULL CUT OFF
WLS L16NTIIG SYSTEMS
MANUFACTURING SINCE 1969
7oIr-171.11 1-711=1i
1..111_____._ F 'F11 ++'
11n ,•
P:r ret 4c?4 www.wldigMing.tlm
REV #
REVISIONS
DATE W
0.0 0.0 0.0 °0.0 °0.0 °0.0
0.0 0.0 0.0 °0.0 0.0 °0.0 0.0 0.0 0.0 0.0 0.0 °0.0 0.0 0.0 0.0 °O.O
FONTANA DRIVE (
501
ROW)
00 0 ° o ° ° 0 0 0 0 ° 0 0 0 0 0 ° o o ° °
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0
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0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.1, 0 4 (' 1.21. ; a 1:.2 2.! 'x, X 1.4 - X1.3 4 l , 1 4- 9 'O.Q 0.0 0.0 0.0 0.0 0.0 0.0
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70 m
4
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t
m170
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0 0 a I I \ o 10. moo 10. CO. o ° o - --. - - ° __ - 0.0 0.0 0.0 0 _0.0 •r ,143.6 1.4 0.8 0.5 0.4 0.3 0.5 0.6 .5 'T't!-Z 0.5 1. 1 _ - 0.0 .6 it 0. 0.0 0.0 i;
3 LIGHTING POLES TO BE - k , 0
INSTALLED IN PHASE IIIA -- ' I
0 0 0
1.9
0 0 G`
1
0 ° o a: a -
11
o o °
o.o 0.0 0 0 01 _' i " o _ '1.7 1 s 1 s 3 1 2. 0.5 0. ,,, A 4 1.1 0.2 114.1 1. 1' 0.0 0.01
sense -
01Li1 - --
c
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I
0.0 0.0 0 0:1 r0.'" 6.5 :fi 2, 3 0.8 0: 00 0Ni
0.0 °0.0 0.0 1 `2 6' 0.1 7 3 43:1.3 6, F 0.1 4.1 2.6 0.5 X0.3 4 1.4 0.2 0.2 Q9 1.8 0.1 0.0 0.0toil
PARCEL BI lana , --
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o 1 o _0 0 0 0 0 0 0 0 0 0 0 0
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0.0 0.0 0.0 _4.8L71.6 \ 0.
11 .
1 6 70.0 °O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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o o --
0.0 0.0 0. 0.0 0:0 ° o ° o o ° o o ° CO. O.0 0 f. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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600
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0.0 0.C7 0.0, °O. °O.o
0.0 0.
BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS `
SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST '
DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. '
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY
DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP
RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS.
ACUTAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN
ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS.
ryStatisticalAreaSumma
Label Avg Max Min Avg Min Max/Min
Parking 3.11 9.9 0.2 15.55 49.50
Luminaire Schedule
WMDSERIES
SPECIFICATIONS
Tai oftil1i
Pf
h`P
r
U vo. JOHN www
No. 40518
PS 10 N A 1.
C<
Symbol forty
The W MO is an architecturally designed, low profile, slAsrp cut-off, wall mount
Arrangement Lumens
nlndmire, ideal for b1AMleg laairs flopping ruilh, co:slyards, and olhce 1•mralem.
Description
3
The holmims and door frames are made of a heavy duly corrosion re5,StaFq cast
D1W 9500
aluminum with dreaalive vereah.
WLS-748-S-5-100-HPS-FG + RNTS-12-4-11-AB-DM28
2
The optical sy'tem is specular, segmented ahmlimmi, Iesigm d For IES types
FORWARD -THROW -D180 9500
1, 11, 111, or IV dislrlbution. (For Indirect w up II9M applications, pessr conwH
WLS-748-S-3-100-HPS-FG-GS + RNTS-12-4-11-AB-DM28
2
facial, for lVslributmri options.)
DIMENSIONS
9500
Thr lens k a clear, tempered, slat glass, fully ga Belted and secured by aluminum
WLS-748-5-3-100-HPS-FG-GS + RNTS-12-4-11-AB-DM19
1
leen retainers, with form fitting silicone.
9500
The finish is a Otmh Guard' textured, thermoset, polyester powder coal paint,
WLS-748-S-5-100-HPS-FG + RNTS-12-4-11-AB-DM19
oven titled M a temper,ltue of 400 Fahreld`elt to promote usa,Hlxan adhe,ence
9500
and 1111110 hacdnrss.
The ballast is a C WA or HPF regulaVrq auto Nansfornlev, available in MM, MPS,
A - e - Pulse Start MH, and ene,gy, efficient Compact F hrormert.
FiLE NAME:
6006C13.dwg
SCALE:
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WLS L16NTIIG SYSTEMS
MANUFACTURING SINCE 1969
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BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS `
SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST '
DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. '
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY
DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP
RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS.
ACUTAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN
ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS.
ryStatisticalAreaSumma
Label Avg Max Min Avg Min Max/Min
Parking 3.11 9.9 0.2 15.55 49.50
Luminaire Schedule
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Symbol forty Label Arrangement Lumens LLF
Luminaire Schedule
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PS 10 N A 1.
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Symbol forty Label Arrangement Lumens LLF Description
3 A D1W 9500 1.000 WLS-748-S-5-100-HPS-FG + RNTS-12-4-11-AB-DM28
2 B FORWARD -THROW -D180 9500 1.000 WLS-748-S-3-100-HPS-FG-GS + RNTS-12-4-11-AB-DM28
2 C SINGLE 9500 1.000 WLS-748-5-3-100-HPS-FG-GS + RNTS-12-4-11-AB-DM19
1 D SINGLE 9500 1.000 WLS-748-S-5-100-HPS-FG + RNTS-12-4-11-AB-DM19
12 E SINGLE 9500 1.000 WLS-WMD-3-100-HPS-FG 12 MH
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1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/07
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ENGINEERS
SURVEYORS
Pi'J+xxxERs
ASSOCIATES
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P6oee 434.316.6000 rmw: 434.904.2700
T•R.•••r••d«
DESIGNED BY:
DJM
PROJECT: AVEMORE, LLC
PHASE III - FINAL SITE PLAN
ALBEMARLE, VA
REVISION SET NUMBER:
62ADDRESSEDCOUNTYCOMMENTSDJM12/11/07
3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08 DRAWN BY:
TO DRAWING NUMBER:
C-13
4 ADDRESSED ACSA /COUNTY COMMENTS DJM 2/21/08 TITLE:
PHOTOMETRIC PLANS AND DETAILS5ADDRESSEDFINALACSAAND3/17/08 ARB COMMENT DJM 4/2/08 REVIEWED BY:
DMJ111111111,111,1111111Ill,llllllllllllllllllIIIIIIIIIIIIII 11111111111111111111111111111 111111111111111 1.
SHEET NUMBER:
14 OF J
6 ADDED PHASE IIIA AND 1118 DMJ 12/9/08
REVISION BY DATE
WWA NUMBER:
206006.04
FiLE NAME:
6006C13.dwg
SCALE:
i"I:' M=30 P
V:NIA
DATE:
7/31/07MmillillillillilillIll1111111111 '',Ill, 1
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