HomeMy WebLinkAboutARB201300183 Plan - Other (not approved) 2013-12-26GENERAL NOTE` cl 'Vi h
OWNER: 04500 -00 -00 -11100
FIRST GOLD LEAF LAND TRUST
P.O. BOX 1333
CHARLOTTESVILLE, VA 22902 FLTHT
APPLICANT WALNUT TREE HILL ASSOCIATES, LLC
1298 DERBYSHIRE PLACE
KESWICK, VA 22947
CONTACT TONY GUARASCIO SONIC DRIVE THRU.1
ENGINEER. • COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE: (434)293 -3719
FAX. (434)293 -2813 INI IAL SITE PLAN & SPE
ACCES: THE SITE ACCESS FOR THE RESTAURANT IS FROM THE ACCESS ROAD INTO THE DEVELOPMENT THAT TIES INTO
ROUTE 29 AT THE EXISTING STOP LIGHT.
LIGHTING: LIGH77NG WILL COMPLY WITH THE DARK SKY LIGHTING ORDINANCE AND A LIGH77NG PLAN SHALL BE
PROVIDED WITH THE FINAL SITE PLAN.
MECHANICAL/ HVAC EQUIPMENT.- ALL HVAC UNITS SHALL BE ROOF MOUNTED.
MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR.
TRASH COLLECTION: DUMPSTER PROVIDED ON PLAN. ,
ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2.
PHASING: PHASE I - (THIS PLAN) & EXIS77NG BANK
PHASE 11A - GANDER MOUNTAIN
ADDITIONAL UTILITIES. • EXIS77NG UTILITY CONNECTIONS EXIST ON -SITE.
STORMWATER MANAGEMENT FACILITY EXISTING SWM FACILITIES EXIST ON -SITE.
BUILDING SUMMARY BY PHASES:
PHASE I BUILDING SUMMARY
CONTACT- MR. SCOTT COLLINS, P.E.
SQ.
EMAIL: scott@collins- engineering.com
TAX MAP NO.:
04500 -00 -00 -11100 (D.B. 3577/ PG. 654)
AREA:
5.93 AC - (THIS PHASE IS 0.65 ACRES)
ZONING:
(HC) HIGHWAY COMMERCIAL, (EC) ENTRANCE CORRIDOR
SF
& (AIA) AIRPORT IMPACT AREA. SPECIAL USE PERMIT SUBMITTED FOR THE DRIVE THRU WINDOW.
PHASING:
PHASE I - EXISTING BANK AND FUTURE COMMERCIAL /RETAIL & OFFICE USES (6.63 ACRES)
PHASE lI BUILDING SUMMARY
PHASE ll - PROPOSED COMMERCIAL /RETAIL BUILDING AND FUTURE RETAIL (8.92 ACRES)
emu—
THIS PROJECT SITE IS LOCATED WITHIN PHASE I OF THE NORTHTOWN PROJECT AND IT WILL BE
45,600
DEVELOPED AS PART OF PHASE I FOR TRACKING THIS WILL BE CALLED PHASE IB.
SETBACKS•
PUBLIC ROADS:
SF
BUILDING: 30'
10J,672
PARKING. • 10'
8"
RESIDENTIAL ZONING:
BUILDING: 50'
PARKING. • 20'
UNDISTURBED BUFFER: 20'
COMMERCIAL ZONING:
BUILDING: ZERO
PARKING: ZERO
BUILDING HEIGHTS. •
BUILDING HEIGHT = 20 "t FROM GROUND ELEVATION TO TOP OF PARAPET WALL.
BUILDING PEAK (FRONT FACADE TREATMENT) = 25't FROM GROUND ELEVATION TO THE TOP OF THE STRUCTURE.
NOTE- THE MAX BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADDITIONAL SETBACKS
EXISTING /PROPOSED
USE: PHASE I - PARTIALLY DEVELOPED (EXISTING BANK)
PROPOSED USE: 2,400 SF RESTAURANT & DRIVE THRU
SUBDIVISION STREETS: CURB & GUTTER
WA TERSHED:
THIS SITE IS NOT LOCA TED IN A RESERVOIR WA TERSHED.
TOPO & SURVEY,•
TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR LINCOLN SURVEYING, FIELD VERIFIED IN
SEPTEMBER 2012. BENCHMARKS:
1. BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79)
2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44).
J. TOP OF SANITARY SEWER MANHOLE 114 (EL. 429.89)
4. SOUTHEAST CORNER 'OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27)
DA TUM:
ELEVA TIONS ARE BASED ON NAD 83 DA TUM.
EXISTING VEGETATION: CLEARED SITE WHICH HAS BEEN STABILIZED WI TH GRASS.
CRITICAL SLOPES. •
CRITICAL SLOPE IMPACTS WERE PREVIOUSLY APPROVED WITH THE PHASE" I
DEVELOPMENT PLAN WITH THE APPROVAL OF SDP -2004 -024 AND SDP - 2004 --045. THIS WAS APPROVED BY THE
PLANNING COMMISSION 'ON OCTOBER 187H, 2005 AND THE BOARD OF SUPERVISORS ON NOVEMBER 9, 2005. -SEE
THE COND177ONS OF APPROVAL FOR THE CRRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET.
FLOODPLAIN /WPD BUFFERS. • THERE IS NO 100-YEAR FLOODPLAIN ON THIS SITE. THE 25' STREAM BUFFER IS SHOWN ON THE
PLANS.
ACCES: THE SITE ACCESS FOR THE RESTAURANT IS FROM THE ACCESS ROAD INTO THE DEVELOPMENT THAT TIES INTO
ROUTE 29 AT THE EXISTING STOP LIGHT.
LIGHTING: LIGH77NG WILL COMPLY WITH THE DARK SKY LIGHTING ORDINANCE AND A LIGH77NG PLAN SHALL BE
PROVIDED WITH THE FINAL SITE PLAN.
MECHANICAL/ HVAC EQUIPMENT.- ALL HVAC UNITS SHALL BE ROOF MOUNTED.
MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR.
TRASH COLLECTION: DUMPSTER PROVIDED ON PLAN. ,
ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2.
PHASING: PHASE I - (THIS PLAN) & EXIS77NG BANK
PHASE 11A - GANDER MOUNTAIN
ADDITIONAL UTILITIES. • EXIS77NG UTILITY CONNECTIONS EXIST ON -SITE.
STORMWATER MANAGEMENT FACILITY EXISTING SWM FACILITIES EXIST ON -SITE.
BUILDING SUMMARY BY PHASES:
PHASE I BUILDING SUMMARY
2.390
SQ.
RETAIL USE:
10, 250 SF
BANK USE.
3, 090
SF
FOOD USE:
5, 000
SF
OFFICE USE.
65,650
SF
PHASE lI BUILDING SUMMARY
VIRGI IA DEPARMENT OF TRANSPORTATION
emu—
RETAIL USE.
45,600
SF
GROSS FLOOR AREA:
129,590
SF
GROSS LEASABLE AREA:
10J,672
SF
CENTER
RESTAURANT
CIAL PERMIT
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
,I
TRIP GENERA7ION — 17E TRIP GENERATION HANDBOOK, 8TH EDITION
FAST —FOOD RESTAURANT WITH DRIVE— THROUGH WINDOW (LUC 934)
ADT 1,640 VPD (820 EN7ER 1820 EXIT)
AM PEAK: 160 VPH (82 ENTER/ 78 EXIT)
PM PEAK: 200 VPH (104 ENTER/ 96 EXIT)
IMPERVIOUS AREAS. • BUILDING -
2.390
SQ.
FT.
PAVEMENT -
12,510
SO.
FT.
SIDEWALK —
2.572
SQ.
FT.
PAVED PARKING & CIRCULATION AREA: 12,510 SQ. FT.
PARKING: PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER 1000 GROSS LEASABLE AREA:
PHASE I REQUIREMENTS: 67,192 GLA
REQUIRED SPACES 320 SPACES
PROVIDED SPACES 322 SPACES
PHASE ll REQUIREMENTS.- 36,480 GLA
REQUIRED SPACES .• 174 SPACES
PROVIDED SPACES: 196 SPACES
(NOTE. ADDITIONAL PARKING SPACES PROVIDED FOR FUTURE COMMERCIAL /RETAIL BUILDING)
MAXIMUM EMPLOYEES. • 10 EMPLOYEES AT ONE TIME
BUILDING SEPARATION: BUILDING SEPARA 77ON SHALL BE A MINIMUM OF 10
STELLAR
SHEET LAYOUT
SCALE: 1" = 100'
CURRENT OWNER /DEVELOPER
FIRST GOLD LEAF LAND TRUST
P.O. BOX 1333
CHARLOTTESVILLE, VA 22902
PROJECT ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K.
CHARLOTTESVILLE, VIRGINIA, 22902
PHONE: (434)293 -3719
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SCALE: 1" = 2,000'
Sheet List Table - SITE PLAN
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
SITE & UTILITY PLAN
4
LANDSCAPING PLAN
5
SITE CROSS - SECTIONS
6
EXISTING STORMWATER MANAGEMENT PLAN
0
LEGEND
ROADS
DATE
C---- - - - - -- - -- —1
EXIS77NG CULVERT
#
CUL VERT
0
a
,,/�
/�
DROP INLET &. STRUC7URE NO.
ARB
CURB
DEPARTMENT OF FIRE RESCUE
—200
CURB & GUTTER
240.55
VIRGI IA DEPARMENT OF TRANSPORTATION
emu—
PROPOSED PAVEMENT
—�
EC -3A DITCH
AS NOTED
6"
DEPTH OF EC -3A DITCH
---- --
EC -2 DITCH
8"
DEPTH OF EC -2 DITCH
APPROVALS
DATE
DEPARTMENT OF COA4N4 JNITY DEVELOPMENT
PLANNEWZONING
#
ENGINEER
0
a
INSPECTIONS
54
ARB
--------- - - - - -- 200--------- - - - - --
DEPARTMENT OF FIRE RESCUE
—200
ALBEMARLE COUNTY SERVICE AUTHORITY
240.55
VIRGI IA DEPARMENT OF TRANSPORTATION
emu—
HEALTH DEPARTMENT
SCALE
TOTAL NUMBER OF SHEETS
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the satisfactiono fthet' r* ewnAuthorityy, thatrtisprovitlk high 3evo lsafeffeetteen6 in'oMtroying
sdiiinesi� during caitstritctiotl T)tesn mgasutrs a}wrl! >,gclude; hat not be timttod tn:.
a; A construction schedule that mtrarni cs the duraiion of disturbanao (e.g , phasing of the
ei ari end std'uneitt conEroT
b: Using higlttflicigncyZlitntnt; bii. desigttcd ca includq the use of flocciilaiiti:
e: Mnttmg "ixpow stopes as dderinined 0ppiopttatc by thcProgrnm fiuthrKiiy,
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poriod, cturingwhichthesiteis- 151cottstriuKicm: The ".RL ) ":shdljmaintain,,dailyerosion
and scdim«aeotitrol irapectioa lo�dedtonshaGngthatertrsiati end sediment Control inaasures
are heirig cl l c, rni iciUuad: oral deficiencies i racing c ljickiyr;repai de 27rc "iti.Cr" shall
,assure -dual art control measures are baing mainttiitced: in optimal.wndition. The los shall fie
mad: avatlabie.cor inspectwn by. the program Authority at any time during tegulat imaioe$s
hours•
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Authority to
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darrneged:dttting eorutruction by runoff or sediment-
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the site, bnrh during andalter ramstiuction.
b. The storirivdatermA? tAgettCt} fpi4u& fialtincludeuceusureu; loprevctti ,tothefiullcs[eitentpgssibtc;
dama�ing.wnditigtts to downstream prgpetties and receiviab waterways fron occurring as a
result ofitte ticrelvpmetd of tho site t:all1. dining and after aonshtiction,
4. Ll omerto allow the Program Attdto itytg deyeliip appropriate irceastues, to satisfy paragrap l fa)
`and {h} of this coridiGvn; ihe.appitcant shalt su41!tr5 datn.t #mcvtsaating tite;peak' Iiaw of risnvff
Ifwm the site and dm peak fldw of ttmoff comirtg dnto & site: [Albemurtc County Qmles
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ad,{au tt resideoril pttitipC7ties from aroma of drs * TW. Ethical :slopys and.
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DRIVEWAY CULVERT
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BENCH MARK
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CLEARING LIMITS
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VDOT STANDARD STOP SIGN
--------- - - - - -- 200--------- - - - - --
EXISTING CONTOUR
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PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
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TSC DENOTES TOP /BACK OF CURB
SCALE
TAB DENOTES TOP OF BOX
$� g0fra re guest for mcdificaiion arSecti0 4,??'3 to ltow scuvrts g-r_ddticdi sloni�:
The " RiehlsloireswaiverfnrYorthia4riCtinci vasapprowdbatedmithefindmbt hatthestretapphc inr.of
dre,requtrtmentsofSa44pd2 wouidnotforwanclthe + uptse5.e>ih chaptthatolherwisesctrethepab ;ic
hwitb, safriy' or xvetfaze; ixthat:Lteiy t}kves proposed kaytlie clev elgper woulri sHtisfy faase purposes er.leas.ty
iain,c Jivaieiit degree; subject ta'the tow ins tondiG6ns.
Noitfwwu CeNer
Pogc,^ q €q
00'Z 3 ;2099
1, In addition to art other erosiotr and scdioMxtt c4Nitra1 measures. that -maybe regtured by the `X✓aicr
ProtectanOrtti nonce, thaappljcantshol ( pmvirorrt sionanclsedimootcontrolmeasur stoassurr. to
the satisfactiono fthet' r* ewnAuthorityy, thatrtisprovitlk high 3evo lsafeffeetteen6 in'oMtroying
sdiiinesi� during caitstritctiotl T)tesn mgasutrs a}wrl! >,gclude; hat not be timttod tn:.
a; A construction schedule that mtrarni cs the duraiion of disturbanao (e.g , phasing of the
ei ari end std'uneitt conEroT
b: Using higlttflicigncyZlitntnt; bii. desigttcd ca includq the use of flocciilaiiti:
e: Mnttmg "ixpow stopes as dderinined 0ppiopttatc by thcProgrnm fiuthrKiiy,
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poriod, cturingwhichthesiteis- 151cottstriuKicm: The ".RL ) ":shdljmaintain,,dailyerosion
and scdim«aeotitrol irapectioa lo�dedtonshaGngthatertrsiati end sediment Control inaasures
are heirig cl l c, rni iciUuad: oral deficiencies i racing c ljickiyr;repai de 27rc "iti.Cr" shall
,assure -dual art control measures are baing mainttiitced: in optimal.wndition. The los shall fie
mad: avatlabie.cor inspectwn by. the program Authority at any time during tegulat imaioe$s
hours•
e, am marte If dcetmicd tv bereassaryby tha Pro;irtf h i F e
Cntmtyade Seaiitit 17 -207 Shalt ttigludearatnntrntdetchmitsed by
Authority to
be reasoiiabiy ttec<pgsary t4 orrectrye aclio 4d repair or restart, dawnsvratn pmpejties
darrneged:dttting eorutruction by runoff or sediment-
2.- i11 addrhen to ail" other storm water 4mriageinent requiretr rats that may be r quinit try the Water
1'iotetti4n Qiditttince:
a: T} tostar�tiwatermntiageinptitPlonshallirwli�iigeddtriorialmeaut >esdeccrmineil.bychel'rygrarn
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the site, bnrh during andalter ramstiuction.
b. The storirivdatermA? tAgettCt} fpi4u& fialtincludeuceusureu; loprevctti ,tothefiullcs[eitentpgssibtc;
dama�ing.wnditigtts to downstream prgpetties and receiviab waterways fron occurring as a
result ofitte ticrelvpmetd of tho site t:all1. dining and after aonshtiction,
4. Ll omerto allow the Program Attdto itytg deyeliip appropriate irceastues, to satisfy paragrap l fa)
`and {h} of this coridiGvn; ihe.appitcant shalt su41!tr5 datn.t #mcvtsaating tite;peak' Iiaw of risnvff
Ifwm the site and dm peak fldw of ttmoff comirtg dnto & site: [Albemurtc County Qmles
;S.acGOUS;I'2.31,17 31�(D)1
3 Iutheplanddritigtonst"Mijaii sikt ivakeofthet torinmatermariagententaddressesthoaWtwhing
bv.er'afthe stream itiw,.if any-,
9 Ineoiijutwtton with the final siteplan,eul ickritlettdscapingaridscrcertitigshallbepovidedtoacreett
ad,{au tt resideoril pttitipC7ties from aroma of drs * TW. Ethical :slopys and.
5: All of the oth6r'bddditichs mcbmmbnded by- staff,
TH 0�
fSCOTT R ' -COLrLINSZ
Lic. No. 035791
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JOB NO.
092029
TM 45-109
Rivanna Plaza LLC
DB 3537 PG 57
3.32 Acres
DB 1573 PG 453
20.45 Acres
( IN FEET )
1 inch = 40 ft.
SCALE
19 =40'
SHEET NO.
2
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{ ! TOTAL SITE AREA: o.668 AC 2%0CR SF ff�\ \ -,�' p � \
UNDERSTORY TREES
CANOPY REQUIRED so a : o.0 2 0 x 'fi �' �' J� `, \ r . I i i ` \, \\ __
AG AMALANCHiER x GRANDIFLORA SERVICEBERRY 6-T ht. 130 2 260 5 .9 9 .
I��OP SED TREE ANOPY: o.s5 AC 6,3s1 SF X \ "` �� _� I C
i c �} C i ( `\, t_
PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7' ht. 99 4 396
` c, �- i �.
1 r-1 to
. EVERGREEN TREE5
Y �� I a cn
IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5' -7' ht. 44 5 220 TOTAL PARKING LOT TREES REQUIRED: _ - ?\ x - �(� � \_� 1 .
a 1
\ I )OB NO.
MG MAGNOLIA GRANDiFLORA TITTLE GEM' LITTLE GEM MAGNOLIA V -8' ht. 54 5 270 #TREES REVD s 2 - \ = - �i l �\�\ \�. { l
SHRUBS NEW TREES PROVIDED: 4 ', \ / 092029
1 „_ G R A Hi�� �,S C ALE `\ � 1 0� I i- scALE
I . AB ABELIAGRANDIFLORA GLOSSYABELIA 18 30 ht. 14 14 196 \ . / a1 '
I 0 0 5 10 \ 20 "�, 4 \ \ ` i i
IC ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 18 " -30" ht. 14 30 420 NOTE: All site plantings of trees and shrubs shall be allowed to reach, \ \ f D I j 11 O
„ and be maintained at mature height; the topping of trees is prohibited. � � � �, /
i iL ILEX CRENATA'STEEDS' STEEDS HOLLY 24 ht. 10 9 90 \ \ � I i 1 j i
Shrubs and trees shall be pruned minimally and only to support the \ o ,,
!G I ILEX GLABRA INKBERRY HOLLY 18" -30" ht. 23 18 414 ( IN FEET ) \, SHEET NO.
overall health of the plant. > _` \ I
TOTAL CANOPY 6,311 �, 1 inch = 10 ft.
`�, o / � I i � i ,-- 4
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GRAPHIC SCALE
25 50 100
( IN FEET )
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CROSS- SECTION #3''
5 +00
6 +oo 6 +25
SCOTT R. COLLINSZ
Lie. No. 035791,2,
kZONAL E'�
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JOB NO.
092029
SCALE
1 " =50'
SHEET NO.
5
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BIOFILTER LANDSCAPING NOTES:
1. 122 PLANTINGS REQUIRED, 182 PROVIDED.
2. A MINIMUM OF 3 TREE SPECIES AND 3
SHRUB SPECIES MUST BE USED.
3. ALL PLANTINGS SHALL BE IN ACCORDANCE
WITH VSMH 3.11 -20. I \� _ -
�. SEE THIS SHE OR LANDSCAPING TABLE _ /'
VNINSIN %A
�... T g.' a a. " ! !
_ .. \� VARIABLE WIDTH'. 1
..... ...... SWM EASE T / .... .. ' . '
N1 TR M C,� ( l
IV1. lU1' M . M . M" - M
UTILIZE EXISTING /APPROVED 054" STORM (7YP.) .. / .... / . co
SEWER AS BARREL FOR SWM FACILITY. :. .�� (1) TD' 22 C . (7) IV /. /. .
CONTRACTOR SHALL ENSU RE STEEL PLATE
COLLARS ARE INSTALLED ON THE STORM
SEWER. CONTRACTOR SHALL REPLACE RISER
& BARREL STRUCTURES IN THE EVENTTHE 4 Q . r... �.
-
PROPOSED LAYOUT CANNOT BE PROPERLY / - -
CONSTRUCTED. I :
(APPROVED 054 CL. IV RCP SLOPE= 0.60 %� X .
wl IN V. IN= 43O. 4, , (k V 01) I=_ 44Q., 0
PROPOSED ACCESS ROAD (35
Q SDWK -SDWK) SHALL SERVE ASj."...'.:.'.
0 EMBANKMENT & SWM ACCESS. 1 + +
FAVEIIT_ =455 -459f
s.
So L D PVC`CLEAN OU'T STAND f E w/ WATERTIGHT; \
THREADED PVC CAP. CLEAN -OUTS TO BE PROVIDED AT
THE END OF THE UNDERDRAIN PIPING, AT JUNCTIONS AND - _
ALONG THE UNDERDRAIN SYSTEM EVERY 50' O.C. MIN. 6 IN h - /
rr P MG
;+ r ya jetlr '�4 s 1 v .I •I�
UTIL %Z �EX %ST %NG /,dPPAC L EE I ER. }CONTRACTOR
SHALL PLUGAPPROVED 86° ORIFICE PRIOR TO
CONVERSION TO SWM FACILITY& INSTALL FOUR x
"x I x . . .
:06" LOW- FLOWORIFICESATELEV.447.o' ALSO, 11 FG.
CONTRACTOR SHALL RAISE RISER s' TO ELEV. 45o. I x'
(DESIGN STRUCTURE 34: MANHOLE w/ DI -7 TOP, RIM , _ . f Jed ILTER FLOOR .
1:: I �o�
EL V 4494,0, w/ S7RUC7TJRAL HOPE TRASH RAC I - I EL V.T 446.0'. .
;ts f t rS� , . O
F
9.sr r''ti' try. Sa "h <R 1 ux� fSr 1 V G
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f (9 'FG Ll '
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GRASS GRO D COVE FO SL ES " ,p,l .
.. 7 IV .: ... v't l
GREATER THAN 3:1 IN SWM FACILITY. GRASS
6' ' I PERFORATED
GROUND COVER LIMITED TO CUT SLOPES &
x.. o (2) BN:' 0 (' '40 . f'PC PIPE 0... -
SHALL .B >ET, D T THE SWM F CILITY
I
n AVUIIlALENT AAA2 0% .
,
(MIN. ACRD S.
3 FOREBAY WE /RS SHALL BE MADE OF CL. I + .'LOPE'. % .
u: ()
RIPRAP w/ GEOTEXTILE FILTER FABRIC : :0 , . x x x Ely •KIVTH'C�. 20 .C.. .
} UNDERLAYMENT AT (3) 5' WIDE WEIR CRESTS I 0
x OUTPALL. 'PIPE (T
FOREBAY TOP OF DAM WIDTHS = 2' AT 9. I I
:q,
ELEVATIONS OF 450.
:.
(APPROX. BANK FOREBAY BOTTOM DIM: 4 x12'
W/ A WEIR CREST ELEV= 448.8) ( 1 x x" x \ ARIABLE. "WIDTH
(APPROX. RTE. 29 FOREBAY BOTTOM DIM.- 4 , " V . ,
0 \
1 D x: WM .EAEMENY "
fi x14' w/ A WEIR CREST ELEV = 449.68) TYP.
(APPROX. PROPOSED DEV FOREBAY BOTTOM k 5) 5 (' >
DIM: 8'x27' w/ A WEIR CREST ELEV= 449.16')
1�
FiiGU Rle, 3.01 -la
Homogeneous Embankments w /Seepage Controls
LJB" sleo visted hack
attsohw riser. Sta" fateau
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TYPICAL HOMOGENEOUS
f/
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EMBANKMENT
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Transition fill
ock or gravel
AWA,A r
pe outlet ar°QOtrm� fi r i ho
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PVC CAP
Perforated collector, oundotion drain Blanket drain
4" SOLID PVC CLEAN -OUT PIPE.
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FOUNDATION DRAIN BLANKET DRAIN
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drain
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CLEAN -OUTS TO BE PROVIDED
AT THE END OF THE
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Rock or gravel
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3� -Rack too p. , drain
- -, _ -
Transition fitter unAion filter
_ _
-MIN _ - - -
_
CHIMNEY DRAIN TOE DRAIN
- UNDERDRAIN PIPING AND
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Source. SCSI ngincer1NgEieltl:llC nual
3,01-3
Technical Bulletin 7 Minimum Standard 3.42
cut'vari
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SOLU170S VA Its 4M
BMP DEBRIS CAGE da � ARM
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SCOTT R. COLLINS,
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Lie. No. 035791,x.
TONAL
Pre - Development
Post Development
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FA ft__ X
'° ,�_ Elevation - --------
SOLU170S VA Its 4M
BMP DEBRIS CAGE da � ARM
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SCOTT R. COLLINS,
I-"
Lie. No. 035791,x.
TONAL
The applicants shall restore the channel from the property line of TMP 45-110 to the permanent
pool of the first Carrisbrook Pond on TMP 45B1- 01 -OA -3 as a compromise solution for meeting
MS19 "Adequate Channels" as per the agreement reached between the applicant and the
County on May 29, 2008. The applicant will excavate the channel to the cross- section designed
by Albemarle County Engineering and provided to the applicant on January 4th, 2008. A copy of
this cross- section is shown below. The routing of the channel will follow the natural course of the
stream to the best extent possible. A detailed route will be provided for the Countys review and
approval prior to commencement of channel restoration. In the event the County would like to
modify the route, the applicant agrees to route it as directed.
The above agreement requires the applicable permits from DEQ/ACOE, as well as permission
or easements from the property owners affected by the restoration. The applicant shall request
permission from the affected land owners upon issuance of a grading permit for this plan. Once
permission is granted by all affected property owners the applicant shall have the route
designed and submitted for approval by the County. Upon approval of the stream routing, the
applicant shall apply for and obtain all necessary DEQ and ACOE permits. The applicant shall
also submit a plan for stream diversion while the work is being performed for approval by the
County. As per the agreement reached, the applicant will seek permission from the affected lane
owners for a time period that starts at issuance of a grading permit for this plan and extends for
the period of time until the site is stabilized and all WPO bonds for the site have been released.
If permission from all affected land owners is not obtained within that time frame the applicant
shall not be required to restore the channel. If permission is granted by all affected land owners,
but DEQ/ACOE will not permit the work, the applicant cannot, through no fault of their own,
perform the restoration.
a 7 Vtn.
Typical Crass- Secfian for Offvite jnwmvetmeuts
/'T'\ a • Adom,nie natimsi"ctm Channel
Pmir -: f V1/ntPrshM Summary (Areal
-
Pre - Development
Post Development
D.A. #1A
A. #1 B
VARIES PER PLAN
1.47 cfs
_ -
-
�\
M �
�
WATERTIGHT,
THREADED
Uj
AWA,A r
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PVC CAP
1 L
4" SOLID PVC CLEAN -OUT PIPE.
L
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BtORETENTION BASIN FLOOR REQUIREMENTS:
LU C
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CLEAN -OUTS TO BE PROVIDED
AT THE END OF THE
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�_
Total Impervious Area (includes ex subdivision) 293,466
- -, _ -
_
- _ -, - _ -
_ _
-MIN _ - - -
_
_ _ - _
- UNDERDRAIN PIPING AND
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Proposed I rvious Area to SWM Facility= 270,611 sf
p0 tT1pe tY=
2.5' - _
_
-
- _
_ -
_,7,_7_,7_7__7,
_ _
i° �
ALONG THE EVERY 50' O.C.
SYSTEM EVERY 50' O.C.
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(Includes all impervious areas except for existing residential sub. &
2I
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1
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- = - -
=
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= a
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a portion of access road bypassed)
_
_ _MIX
- - - - - - - - - -
- - - - -
_
6 , SCHEDULE 40, PERFORATED
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PVC UNDERDRAIN, SPACED PER
°F
Min. Biofifter Floor Area Req'd for 65% RR 12,177 sf
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N0.78 STONE COMPACTED
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BIORETENTION BASIN FOREBAY REQUIREMENTS:
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Minimum Forebay Volumes= 0.10 inches per proposed
V
BIORETENHONFILTER SECTIONSHOWIIVG CLEAN-OUTS
0
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impervious square acre
NTS
Planters Bank Forebay (Includes Future Dev.)
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Contributing Impervious Area= 43,635
V)
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Minimum Total Forebay Volume= 364
H
Route 29 Forebay
Contributing Impervious Area= 65,550
W
Minimum Total Forebay Volume= 546
Proposed Development Forebay
Contributing Impervious Area= 161,426
Minimum Total Forebay Volume= 1,345
Area of Bank Area of Rte. 29
Elevation Volume Elevation
Volume
Area of
Elevation
Volume
Area of
Elevation
Volume
Elevation
Total Area of
NOTES:
1. SEE PLAN DETAIL ON THIS SHEET FOR
Forebay Forebay
y y
(ft) (cf) (ft)
(cf)
Pr
Proposed Dev.
(ft)
(cf)
Biofifte r
(ft)
(cf)
(ft)
ill Volume
Facility o ume (Co
try (
APPROXIMATE PLACEMENT OF UNDERDRAINS.
Contours (st _ Contours �sf)
- _ --
_ Forebay
�-
Contours
-- --
Contours
��-
UNDERDRAINS SHALL BE 6" PERFORATED
_ _
"-
446 - 38 0 446 61
0
_ -
446 - - - 215 '- '-----
-` -`
0
�-`" �
446 12,198
0
446
_ -"- -"
12,512 0
SCHEDULE 40 PVC PIPE, OR EQUIVALENT, AAA2
448 107 139 448 138
_ 194
448 377
584
448 14,017
26,194
448
14,639 27,123
1.09. SLOPE (MIN.) TO RISER & BE PROVIDED
ACROSS EN TIRE WIDTH ® 20' O.C. MIN.
450 202 448 1__A5 240
567
_. ____
\ 450 576
-._
1,530
450 16,013
56,202
450
17,031 58,763
2. UNDERDRAINS SHALL HAVE 4" SOLID PVC
w
E'
452 - 443 452 -
567
452 -
1,530
452 19,552
91,708
452
19,552 95,317
CLEANOUT PIPES w/ WATERTIGHT, THREADED
N
454 - 443 454 -
567
454 -
1,530
454 21,891
133,129
454
21,891 136,738
PVC CAPS AT ELEV. 446.5 THROUGHOUT.
3. UNDERDRAINS SHALL OUTFALL INTO THE
455 - 443 455 -
567
455 -
1,530
455 23,001
155,573
455
23,001 159,182
RISER.
The applicants shall restore the channel from the property line of TMP 45-110 to the permanent
pool of the first Carrisbrook Pond on TMP 45B1- 01 -OA -3 as a compromise solution for meeting
MS19 "Adequate Channels" as per the agreement reached between the applicant and the
County on May 29, 2008. The applicant will excavate the channel to the cross- section designed
by Albemarle County Engineering and provided to the applicant on January 4th, 2008. A copy of
this cross- section is shown below. The routing of the channel will follow the natural course of the
stream to the best extent possible. A detailed route will be provided for the Countys review and
approval prior to commencement of channel restoration. In the event the County would like to
modify the route, the applicant agrees to route it as directed.
The above agreement requires the applicable permits from DEQ/ACOE, as well as permission
or easements from the property owners affected by the restoration. The applicant shall request
permission from the affected land owners upon issuance of a grading permit for this plan. Once
permission is granted by all affected property owners the applicant shall have the route
designed and submitted for approval by the County. Upon approval of the stream routing, the
applicant shall apply for and obtain all necessary DEQ and ACOE permits. The applicant shall
also submit a plan for stream diversion while the work is being performed for approval by the
County. As per the agreement reached, the applicant will seek permission from the affected lane
owners for a time period that starts at issuance of a grading permit for this plan and extends for
the period of time until the site is stabilized and all WPO bonds for the site have been released.
If permission from all affected land owners is not obtained within that time frame the applicant
shall not be required to restore the channel. If permission is granted by all affected land owners,
but DEQ/ACOE will not permit the work, the applicant cannot, through no fault of their own,
perform the restoration.
a 7 Vtn.
Typical Crass- Secfian for Offvite jnwmvetmeuts
/'T'\ a • Adom,nie natimsi"ctm Channel
Pmir -: f V1/ntPrshM Summary (Areal
-
Pre - Development
Post Development
D.A. #1A
A. #1 B
D.A. #1 B-
1.47 cfs
_ -
Total=
3.17 ac. 10.95 ac.
7.78 ac.
10.95 ac. 10.95 ac.
Prat Watershed Sumrrrar r�2_Year Flow)
D.Ay #1A
PI- Development
�- cfs _
Post-Development
5.04 cfs
In
D.A. #1 B-
1.47 cfs
_ -
-
�\
Total
7.92 cfs 5.04 cfs
Protect Watershed Sumrrrary 00 -Year FbwZ
Pre - Development _ ~ Post-Development
NOTE.• IN ACCORDANCE w/ VSMH 3.02, ALL TRASH RACK & DEBRIS
CONTROL COMPONENTS SHALL BE STAINLESS STEEL OR GALVANIZED METAL M r ,
PER VDOT SPECIFICA77ONS, 7RASH RACKS ATTACHED TO CONCRETE - -
S7RUC7URES SHALL BE SECURED w/ STAINLESS STEEL ANCHOR BOLTS _ --
W
S ' GAS -
m m
- - -- - -EXISTtNf� tMPERVIOUS AREA -�
----- '--- _FROM-RTE: 29 EVALUATED AS_ - -' - -- -_ . -- --
_ PROPOSED_ 1N' SWM DESIGN
^-* 1N- _ W _ - - - - -VV -- - - - - -- - _
M
- - AS
GAS
GAS
\.- •Y
,,
lam.
I
o
-- - -- -
0
TOTAL Tc =0.21 hrs.
1 ' OF OLF wl 0 ELEV =9'
(Tc =0.18 hrs.)
65' F PE VIOUS CF w/ A ELEV =13'
c-0.00 hrs.)
5' O IMP VIOUS CF AT - 5 fps
(T .03 hrs.)
es
cr)
D.A. #1A
Ll .A. ft
16.99_ _ _cfs
_ 5.32 _ F_ - cfs
10.27 cfs
NOTE.• IN ACCORDANCE w/ VSMH 3.02, ALL TRASH RACK & DEBRIS
CONTROL COMPONENTS SHALL BE STAINLESS STEEL OR GALVANIZED METAL M r ,
PER VDOT SPECIFICA77ONS, 7RASH RACKS ATTACHED TO CONCRETE - -
S7RUC7URES SHALL BE SECURED w/ STAINLESS STEEL ANCHOR BOLTS _ --
W
S ' GAS -
m m
- - -- - -EXISTtNf� tMPERVIOUS AREA -�
----- '--- _FROM-RTE: 29 EVALUATED AS_ - -' - -- -_ . -- --
_ PROPOSED_ 1N' SWM DESIGN
^-* 1N- _ W _ - - - - -VV -- - - - - -- - _
M
- - AS
GAS
GAS
\.- •Y
,,
lam.
I
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-- - -- -
0
TOTAL Tc =0.21 hrs.
1 ' OF OLF wl 0 ELEV =9'
(Tc =0.18 hrs.)
65' F PE VIOUS CF w/ A ELEV =13'
c-0.00 hrs.)
5' O IMP VIOUS CF AT - 5 fps
(T .03 hrs.)
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END OF CANOPY ELEVATION
1/4" = 1' -0"
NO MECHANICAL EQUIPMENT WILL BE VISIBLE FROM THE ENTRANCE CORRIDOR
WEST ELEVATION
`rc�iaf1i
NO MECHANICAL EQUIPMENT WILL BE VISIBLE FROM THE ENTRANCE CORRIDOR
OP OF TOWER BLOCKING
123' -2"
TOP OF BLOCKING
120' -8 1/2"
TOP OF BLOCKING
118' -4 1/2"
TOP OF WINDOW
110' -0"
OF DRIVE -THRU WINDOW
107' -2"
FINISHED FLOOR
100' -0"
SOUTH ELEVATION
1/4" - V -0"
CONSULTANT:
WILKUS
11487 Valley View Rd., Eden Prairie, MN 55344
Telephone: 952.941.8660 / www.wiikusafch.com
CLIENT:
r
r
Amcricns Driv�•irt�
A.R. (TONY) GUARASCIO
1298 DERBYSHIRE PLACE
KESWICK, VA 22947
CELL: 917- 365 -3148
PROJECT INFORMATION:
DRAWING LEGEND
GENERALNOTES
- DIMENSIONS OF REVEALS ARE TO CENTERLINE
- VERIFY
GRADE PRIOR TO CONSTRUCTION
Z
- DO NOT SCALE DRAWINGS
r
- CONTACT ARCHITECT FOR ANY DISCREPANCIES ARE
FOUND
0
N
- REFER
TO CANOPY DRAWINGS FORADDITIONAL
V
PREMANUFACTURED CANOPY INFORMATION
KEYED NOTES
W
OTWO
WAY FIREPLACE & VENT - REFER TO 41A5.04
21 DASHED LINES INDICATE ROOF MOUNTED
W>
Q
FOR ADDITIONAL INFORMATION
EQUIPMENT - BEYOND
OPREMANUFACTURED
GREEN (COLOR #2) METAL
22 CANOPY COLUMNS - COLOR #7
�
DRIVE -THRU AWNING WITH GREEN L.E.D. STRIP
>0
LIGHTS - SUPPLIED BY CANOPY VENDOR - REFER TO
Q
2/A5.02
23 SCONCE LIGHT FIXTURE
- REFER TO ELECTRICAL DRAWINGS
O
E.I.F.S STEPPED CORNICE - COLOR #6
-PROVIDE BACKING AS NECESSARY
REFER TO DIMENSION FOR MOUNTING HEIGHT
4O
CO2 ACCESS PANEL 4'A" A.F.F. TO CENTER
24 AVAILABLE SIGN LOCATION AS DETERMINED BY
Z
OWNER PER LOCAL SIGN ORDINANCES. SIGNS BY
ODARK
BRONZE STOREFRONT DOORS AND WINDOW
SIGN COMPANY. GENERAL CONTRACTOR TO
PROVIDE ELECTRICAL
i
FRAMES - COLOR #1A
O
PREFINISHED METAL - COLOR #2
25 DOWN LIGHT FIXTURE
- REFER TO ELECTRICAL DRAWINGS
- PROVIDE BACKING AS NECESSARY
OSTONE
VENEER - COLOR #5
- REFER TO DIMENSION FOR MOUNTING HEIGHT
26 INSULATED METAL PANEL IN PLACE OF GLASS TO
DISCOURAGE VIEWING INTO THE KITCHEN AREA
OS
DASHED LINE INDICATES ROOF LINE BEYOND
OMAIN
FACE BRICK - COLOR #4
10
ACCENT FACE BRICK - COLOR #3
11
STOREFRONT DOOR - COLOR #1 C
12
ADDRESS NUMBERS PER LOCAL FIRE DEPARTMENT
/AUTHORITY - PROVIDED AND INSTALLED BY
GENERAL CONTRACTOR
13
PREMANUFACTURED GREEN (COLOR #2) METAL
ARCH AWNING WITH BLUE L.E.D. STRIP LIGHTS -
SUPPLIED BY CANOPY VENDOR
14
STOREFRONT DOOR - COLOR #1 B
15
AVANT BOLD FONT IN CAST CLEAR ANODIZED
ALUMINUM'WELCOME' 6" LETTERING BY SIGN
LETTERS - CENTER ABOVE DOOR
16
POSTER DISPLAY BOARD BY OWNER. ELECTRICAL
CONTRACTOR TO PROVIDE ELECTRICAL.
17
GAS SERVICE - PAINT TO MATCH COLOR #4
18
GREASE EXTRACTION SYSTEM CONNECTION 4'-4"
TO CENTER
19
PAYS STATION - 48" A.F.F. TO CENTER - REFER TO
ELECTRICAL FOR ADDITIONAL INFORMATION
20
ELECTRICAL SERVICE - PAINT TO MATCH COLOR #4
COLOR SCHEDULE
COLOR #1A
COLOR #4
WINDOW AND STOREFRONT FRAMES
FACE BRICK (MAIN COLOR)
COLOR: DARK BRONZE ANODIZED
MANUF:OLD VIRGINIA
MANUF: US ALUMINUM CORP.
COLOR:POPLAR FOREST
COLOR #1 B
COLOR #5
STOREFRONT DOOR
STONE VENEER
COLOR: CLEAR ANODIZED
MANUF: STONECRAFT
MANUF: USALUMINUM CORP.
COLOR:LEDGESTONE / CHARDONNAY
COLOR #1 c
COLOR #6
STOREFRONT DOOR
E.I.F.S
COLOR: DARK BRONZE ANODIZED
COLOR:SW# 7037 BALANCED BEIGE
MANUF: US ALUMINUM CORP.
COLOR #7
COLOR #2
CANOPY COLUMNS
PREFINISHED METAL SILUCAP FLASHING
COLOR: SW#6440 COURTYARD
PAINT COLOR: SW# 7037 BALANCED BEIGE
COLOR #3
FACE BRICK (ACCENT COLOR)
MANUROLD VIRGINIA
COLOR:OLD SALEM
OP OF TOWER BLOCKING
123' -2"
TOP OF BLOCKING
120' -8 1/2"
TOP OF BLOCKING
118' -4 1/2"
TOP OF WINDOW
110' -0"
OF DRIVE -THRU WINDOW
107' -2"
FINISHED FLOOR
100' -0"
SOUTH ELEVATION
1/4" - V -0"
CONSULTANT:
WILKUS
11487 Valley View Rd., Eden Prairie, MN 55344
Telephone: 952.941.8660 / www.wiikusafch.com
CLIENT:
r
r
Amcricns Driv�•irt�
A.R. (TONY) GUARASCIO
1298 DERBYSHIRE PLACE
KESWICK, VA 22947
CELL: 917- 365 -3148
PROJECT INFORMATION:
SEAL:
PROJECT NO.: 2013 -1002
DRAWN BY: J.A.K.
CHECKED BY: M.J.W.
ISSUE: DATE:
EXTERIOR ELEVATIONS 12 -19 -13
REVISION: DATE:
PROJECT LOCATION:
y CHARLOTTESVILLE, VA
SHEET NUMBER/ TITLE:
A3001
EXTERIOR ELEVATIONS
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SEAL:
PROJECT NO.: 2013 -1002
DRAWN BY: J.A.K.
CHECKED BY: M.J.W.
ISSUE: DATE:
EXTERIOR ELEVATIONS 12 -19 -13
REVISION: DATE:
PROJECT LOCATION:
y CHARLOTTESVILLE, VA
SHEET NUMBER/ TITLE:
A3001
EXTERIOR ELEVATIONS
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FRONT OF CANOPY ELEVATION
1/4" = 1' -0"
TOP OF TOWER BLOCKING
123' -2"
jTO�P OF BLOCKING
tJ 120' -8 1/2"
TOP OF BLOCKING
118' -4 1/2"
jk TOP OF CANOPY
114' -0"
NO MECHANICAL EQUIPMENT WILL BE VISIBLE FROM THE ENTRANCE CORRIDOR
8
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1101-01,
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7
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EAST ELEVATION
1/4" = 1' -0"
NO MECHANICAL EQUIPMENT WILL BE VISIBLE FROM THE ENTRANCE CORRIDOR
DRAWING LEGEND
GENERAL NOTES
12 -19 -13
DIMENSIONS OF REVEALS ARE TO CENTERLINE
VERIFY
GRADE PRIOR TO CONSTRUCTION
DO NOT SCALE DRAWINGS
CONTACT
ARCHITECT FOR ANY DISCREPANCIES ARE
.I,
FOUND
7
EAST ELEVATION
1/4" = 1' -0"
NO MECHANICAL EQUIPMENT WILL BE VISIBLE FROM THE ENTRANCE CORRIDOR
'OF TOWER BLOCKING AL
123' -2"
TOP OF BLOCKING gL
120' -8 1/2"
TOP OF BLOCKING
11T-10 1/2"
TOP OF BLOCKING
116-4 1/2"
TOP OF WAINSCOT]
110' -4"
TOP OF WAINSCOT /1
103' -0"
FINISHED FLOOR
100' -0"
NORTH ELEVATION
1/4" = 1' -0"
CONSULTANT:
WILKUS
11487 Valley View Rd., Eden Prairie, MN 55344
Telephone: 952.941.86601 www.wilkusarch.com
CLIENT:
, ax
A.R. (TONY) GUARASCIO
1298 DERBYSHIRE PLACE
KESWICK, VA 22947
CELL: 917- 365 -3148
PROJECT INFORMATION:
DRAWING LEGEND
GENERAL NOTES
12 -19 -13
DIMENSIONS OF REVEALS ARE TO CENTERLINE
VERIFY
GRADE PRIOR TO CONSTRUCTION
DO NOT SCALE DRAWINGS
CONTACT
ARCHITECT FOR ANY DISCREPANCIES ARE
•
FOUND
- REFER TO CANOPY DRAWINGS FOR ADDITIONAL
PREMANUFACTURED CANOPY INFORMATION
KEYED NOTES
OTWO
WAY FIREPLACE & VENT - REFER TO 4/A5.04
21 DASHED LINES INDICATE ROOF MOUNTED
4
FOR ADDITIONAL INFORMATION
EQUIPMENT - BEYOND
OPREMANUFACTURED
GREEN (COLOR #2) METAL
22 CANOPY COLUMNS - COLOR #7
DRIVE -THRU AWNING WITH GREEN L.E.D. STRIP
LIGHTS - SUPPLIED BY CANOPY VENDOR - REFER TO
2/A5.02
23 SCONCE LIGHT FIXTURE
":.
- REFER TO ELECTRICAL DRAWINGS
O
E.I.F.S STEPPED CORNICE - COLOR #6
PROVIDE BACKING AS NECESSARY
REFER TO DIMENSION FOR MOUNTING HEIGHT
O4
CO2ACCESS PANEL 4'- 4 "A.F.F. TO CENTER
24 AVAILABLE SIGN LOCATION AS DETERMINED BY
ul
OWNER PER LOCAL SIGN ORDINANCES. SIGNS BY
ODARK
BRONZE STOREFRONT DOORS AND WINDOW
SIGN COMPANY. GENERAL CONTRACTOR TO
FRAMES - COLOR #1A
PROVIDE ELECTRICAL
O
PREFINISHED METAL - COLOR #2
25 DOWN LIGHT FIXTURE
- REFER TO ELECTRICAL DRAWINGS
- PROVIDE BACKING AS NECESSARY
- REFER TO DIMENSION FOR MOUNTING HEIGHT
O
STONE VENEER - COLOR #5
w
26 INSULATED METAL PANEL IN PLACE OF GLASS TO
0
0
DISCOURAGE VIEWING INTO THE KITCHEN AREA
O8
DASHED LINE INDICATES ROOF LINE BEYOND
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OMAIN
FACE BRICK - COLOR #4
10
ACCENT FACE BRICK - COLOR #3
11
STOREFRONT DOOR - COLOR #1 C
12
ADDRESS NUMBERS PER LOCAL FIRE DEPARTMENT
/AUTHORITY- PROVIDED AND INSTALLED BY
GENERALCONTRACTOR
13
PREMANUFACTURED GREEN (COLOR#2) METAL
ARCH AWNING WITH BLUE L.E.D. STRIP LIGHTS -
SUPPLIED BY CANOPY VENDOR
14
STOREFRONT DOOR - COLOR #1 B
15
AVANT BOLD FONT IN CAST CLEAR ANODIZED
ALUMINUM'WELCOME' 6" LETTERING BY SIGN
LETTERS - CENTER ABOVE DOOR
16
POSTER DISPLAY BOARD BY OWNER. ELECTRICAL
CONTRACTOR TO PROVIDE ELECTRICAL.
17
GAS SERVICE - PAINT TO MATCH COLOR #4
18
GREASE EXTRACTION SYSTEM CONNECTION 4'4"
TO CENTER
19
PAYS STATION - 48" A.F.F. TO CENTER - REFER TO
ELECTRICAL FOR ADDITIONAL INFORMATION
20
ELECTRICAL SERVICE - PAINT TO MATCH COLOR #4
COLOR SCHEDULE
COLOR #1A
COLOR 94
WINDOW AND STOREFRONT FRAMES
FACE BRICK (MAIN COLOR)
COLOR: DARK BRONZE ANODIZED
MANUF:OLD VIRGINIA
MANUF: US ALUMINUM CORP.
COLOR:POPLAR FOREST
COLOR #1 B
COLOR #5
STOREFRONT DOOR
STONE VENEER
COLOR: CLEAR ANODIZED
MANUF: STONECRAFT
MANUF: US ALUMINUM CORP.
COLOR:LEDGESTONE / CHARDONNAY
COLOR #1 c
COLOR #6
STOREFRONT DOOR
E.I.F.S
COLOR: DARK BRONZE ANODIZED
COLOR :SW# 7037 BALANCED BEIGE
MANUF: US ALUMINUM CORP.
COLOR #7
COLOR #2
CANOPY COLUMNS
PREFINISHED METAL SILUCAP FLASHING
COLOR: SW #6440 COURTYARD
PAINT COLOR: SW# 7037 BALANCED BEIGE
COLOR #3
FACE BRICK (ACCENT COLOR)
MANUF:OLD VIRGINIA
COLOR:OLD SALEM
'OF TOWER BLOCKING AL
123' -2"
TOP OF BLOCKING gL
120' -8 1/2"
TOP OF BLOCKING
11T-10 1/2"
TOP OF BLOCKING
116-4 1/2"
TOP OF WAINSCOT]
110' -4"
TOP OF WAINSCOT /1
103' -0"
FINISHED FLOOR
100' -0"
NORTH ELEVATION
1/4" = 1' -0"
CONSULTANT:
WILKUS
11487 Valley View Rd., Eden Prairie, MN 55344
Telephone: 952.941.86601 www.wilkusarch.com
CLIENT:
, ax
A.R. (TONY) GUARASCIO
1298 DERBYSHIRE PLACE
KESWICK, VA 22947
CELL: 917- 365 -3148
PROJECT INFORMATION:
SEAL:
PROJECT NO.: 2013 -1002
DRAWN BY: J.A.K.
CHECKED BY: M.J.W.
ISSUE:
DATE:
EXTERIOR ELEVATIONS
12 -19 -13
IREVISION:
DATE:
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SEAL:
PROJECT NO.: 2013 -1002
DRAWN BY: J.A.K.
CHECKED BY: M.J.W.
ISSUE:
DATE:
EXTERIOR ELEVATIONS
12 -19 -13
IREVISION:
DATE:
PROJECT LOCATION:
CHARLOTTESVILLE, VA
SHEET NUMBER / TITLE:
A3mO2
EXTERIOR ELEVATIONS
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