HomeMy WebLinkAboutSDP200600103 Plan - Approved 2008-04-25A
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Asphalt Parking Lot
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SITE LOCATION MAP •• N . .,:' ° ' , '
Iw . t SIGN - SEE R1
LOCATION PLAN TAKEN FROM ALBEMARLE COUNTY TAX MAP • : ° 'p #. NO w 1z, ,
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SIMVEY CERTWICATION p Z /
ARTHUR F. EDWARDS. A REGISTERED LAND SURVEYOR. LICENSE NO. 1420 -8, IN AND FOR THE STATE CST a7
M
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OF VIRGINIA AND LEGALLY DOING BUSINESS IN ALBEMARLE COUNTY, DOES HEREBY CERTIFY O NOMURA v /,J
CAPITAL, INC , OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AND THEIR RESPECTIVE SUCCESSORS AND
ASSIGNS:
1) THE ACCOMPANYING SURVEY ( "SURVEY ") REPRESENTS A TRUE AND CORRECT SURVEY MADE BY ME ON APRIL
IN
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P
A
26, 2006 OF THE LAND THERE PARTICULARLY DESCRIBED; N n
2) THE SURVEY AND THE #FORMATION, COURSES AND DISTANCES SHOWN THEREON ARE CORRECT; a 1 / e. !'
3) THE TITLE LINES AND LINES OF ACTUAL POSSESSION ARE THE SAME; IN
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4) THE LAND DESCRIBED IN THE SURVEY IS THE SAME AS DESCRIBED THE TITLE INSURANCE COMMITMENT O /
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f
DESCRIBED BELOW ; ,' ''- 1
S) THE AREA OF T SUBJECT PROPERTY AND THE SIZE, LOCATION AND TYPE OF BUILDINGS AND IMPROVEMENTS `G
AND ANY OTHER MATTERS SITUATED ON THE SUBJECT PROPERTY ARE AS SHOWN AND ALL BUILDINGS AND 0 •
q `
D Y
IMPROVEMENTS ARE WITHIN THE BOUNDARY LINES AND APPLICABLE SET -BACK LINES OF THE PROPERTY; • ` /
S) THERE ARE NO VIOLJATNONS OF ZONING ORDINMNCESt RESTRICTIONS OR OTHER RULES AND REGULATIONS WITH , •• d
REFERENCE TO THE LOCATION OF SAID BUILDINS A IMPROVEMENTS; •
1 \
7) THERE ARE NO EASEMENTS
IOTHER
USES AFF EWIHI AND DEPICTED
APPEARING A CAREFUL PHYSICAL
INSPECTION OF THE SAME, O SU
S) THERE ARE NO ENCROACHMENTS ON THE ADJOINING PROPERTIES, STREETS, OR ALLEYS BY ANY OF SAID • • ,;SLALDIINIS, STRUCTURES AND IMPROVEMENTS, OTHER THAN AS SHOWN ON THE SURVEY;
II) THERE ARE NO PARTY WAILS OR VISIBLE ENCWACHMENTS ON SAID DESCRIBED PROPERTY BY STREETS, '1 I#
I,iAC
ALLEYS OR BUILDINGS, STRUCTURES OR OTHER IIIN•ROVEMENTS SITUATED ON ADJO"M PROPERTY, EXCEPT AS W `
y
O N P°
N
SHOWN ON THE SURVEY; a Q
10) ALL UTILITY SERVICES REOUIRED FOR THE OPERATION OF THE PREMISES EtTHER ENTER THE PREMISESTHROUGHADJOININGPUBLICSTREETS, OR THE SURVEY SHOWS THE POINT OF ENTRY AND LOCATION OF ANY
UTILITIES THAT PASS THROUGH OR ARE LOCATED ON ADJOINING LAND: \
11) THE SURVEY SHOWS THE LOCATION AND LNRECTION OF ALL VISIBLE STORM LIHAINAULSYSTEMSFORTHECOLLECTIONANDDISPOSA'. OF ALL ROOF AND SURFACE DRAINAGE;
12) ANY DISCHARGE INTO STREAMS, RIVERS CR OTHER CONVEYANCE SYSTEM IS SHOWN ON THE SURVEY:
13) THE SUBJECT PROPERTY DOES LIE WITHIN A SPECIAL FLOOD HAZARD AREA CSFHA) AS DEFINED BY THEFEDERALEIMERGENCY.MAINAGEMENT AGENCY; THE PROPERTY LIES WITHIN ZONE(S) AE IONLY ZONES WITH
PREFIXES OF "A" OR'b" ARE IN SFHAS.) OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL
NO. 51003CG20W. BEARING AN EFFECTIVE DATE OF FEBRUARY 4,2W5.
14) THE SUBJECT PROPERTY HAS ACCESS TO AND FROM A DULY DEDICATED AND ACCEPTED PUBLIC STREET OR
HIGHWAY.
15) [EXCEPT AS SHOWN ON THE SURVEY. ) THE SUBJECT PROPERTY DOES NOT SERVE ANY ADJOINING PROPERTY
FOR DRAINAGE, UTILITIES, OR INGRESS OR EGRESS; AND
16) THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURETHEUNDERSIGNEDHASRECEIVEDANDEXAMINEDACOPYOFOLDREPUBLICNATIONALTITLEIMURANCE
COMPANY COMMITMENT NO. 369111110; AND THE LOCATION OF ANY MATTER SHOWN THEREON, TO THE EXTENT IT CAN
BE LOCATED, HAS BEEN SHOWN ON THIS SURVEY WITH THE APPROPRIATE RECORDING REFERENCE.
THE PARTIES LISTED ABOVE ARE ENTITLED TO RELY ON THE SURVEY AND THIS CERTIFICATE AS BEING TRUE AND
ACCURATE.
THIS SURVEY IS MADE IN ACCORDANCE WITH Th1F, 11199 - MINIMUM STANDARD DETAIL REQUIREMENTS FOR LAND
TITLE SURVEYS'' JOINTLY ESTABLISHED AND ADOPTED BY AMERICAN LAND TITLE ASSOCIATION ("ALTA") AND
AMERICAN CONGRESS ON SURVEYING AND NIPPING ("ACSM") AND MEETS THE REQUIREMENTS OF AN URBAN
SURVEY, AS DEFINED IN THE CURRENT ACCURACY STANDARDS JOINTLY ADOPTED BY ALTA AND ACSM AND
INCLUDES ITEMS 1, 2, 3, 4, 6. 70), 6, g, 10, 11 AND 13 OF TABLE A THEREOF.
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Z S MINOR AMENDMENT ' "REM94ON
1 SCHEDULE OF REVISIONS`.,, ARE"
SEE SHEETS SP-2 AND SP-3 FOR DETAILS AND SPECIFICATIONS
ONEW MONUMENT SIGN, BRICK BASE WITH
PANEL BOX SIGN -SEE SEPARATE ARS
SIGN APPLICATION
EXISTING DUMPSTER PAD TO BE WIDENED
SEE DIM.) TO ACCOMODATE TWO DUMPSTERS
OVERLAY EXISTING SLAB WITH CONCRETE, PROVIDE
EXTENSION SLAB IN FRONT OF DUMPSTER PAD. CUT
OUT SECTION OF LOW PAVEMENT (SHOWN STIPPLES),
INFILL WITH NEW SMZ•A ASPHALT TO ACHEIVE PROPER
DRAINAGE TO EXISTING STORM SEWER INLET.
i Aar CPA./
OHN P. OR OAN M, Mel
D. B. 90 3 - 46 6
100 s.
XI MATAT
fed
A tORMtI. 11a8MP108.5
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4 .e. v o 5 - C A
HERMANUS L LC
B. /966 - I/4
s° BUILDING FOUR
I -,--; 0 reII' E _ ° 311 j,30' Vepco Cost, Retained
1I ( IS . 509 '' D. B. 214?- 674
ID
RON
S E Aim )V. IL ,E L. A N E
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DELTA RAD/VS TANGENT
9 0 30'44"39.07 11.37
2 41 O 00"is /.00'60.95
3 90 °00'00"05, oG 03.00
I 30. 44'/6"45.03 11. 37
SITE PLAN - MINOR AMENDMENT SCALE 1" = 40'-0"
NOTE: SITE PLAN BASE DATA TAKEN FROM SCANNED PHYSICAL SURVEY DATED APRIL 26, 2005, SHOWING PARCEL
006 AS SHOWN ON TAX MAP 45 B 0), ALBEMARLE COUNTY TAX MAPS, AS PREPARED BY B. AUBREY HUFFMAN It
ASSOCIATES, LLC, CIVIL ENGINEERING, LAND SURVEYING AND LAND PLANNING, CHARLOTTESVILLE, VIRGINIA.
0
REM94ON - 5 NEW DUMPSTER PAD, EXTENSION
AND FENCE.
RESPACE PARKING WITH 8 FOOT WIDE SPACES
TO ALLOW FOR NEW DUMPSTER PAD, PARKING
INCREASES FROM 15 TO 17 THIS ROW.
EXISTING STORAGE CONTAINERS TO
BE REMOVED
NEW CURB CUT FOR PARKING ACCESS.
RECONFIGURE EXISTING DUMPSTER PAD. EXPAND
DUMPSTER AREA AND ADD DUMPSTER EXTENSION
AND FENCING.
NEW DUMPSTER PAD AND EXTENSION W/
SCREEN FENCE
Building Oftl W's Approval
Approval
r
Stamp
Building Permit Number
Key Plan
Drawing History
I UD FN wne: RkwoldpQglp.130.07 '
n USE OF THIS DRAWING f —
DO NOT X&E DRAtMq. The Conb.tter Ad take 0141111
m..a.lhhaW. era Wwy erd awWllaes and elw woNy
CWOM erIM bid r IUWW wnb Mel t.o.d...od other
alarnotbn blown to to Donato whh to owoct o.aehAna
before- lFAte.; Co.r.ew Mes oereny h,tW/ eed
carom• to Conteet D — . - . - with ..M atom Me wnn
Mhbmrebn ewnlellad by U. caw ref able ec orew rgort to to
ArddseW STOM ImMeMwhao. Of =Wdw dloo —red. If to
Contrecter per It, r icy aWWVUWbn •adub' it I It In iaMO e
reatdaea oner, 0- noldrey «adadon M the Conbbct
Doaothmte WRIWA andh nab* to the Ar~, tea CaNntt«
tan asawse •paepr' If ' - I) a ben v«bmrnce end
tat beer en opproertete sr,At ef to atrbWSpe coot. _
The intent of tlA Contrat Doaalerhls is to etti ds a hone
necessary for the Koper w*o"bn iced c0000tin of the Work by
tM Contractor. The Contract Doanrnes ere pmpwhWary, ant
who is rawer by me dtoo M es bbdtly a If'"wed by a;
prfarnerAe by the cehwnoter Ise se rol"Ind any to 9" extent
oaweto t with the Canrect Dacunaas end rot•- a eforebis
horn Kern a bse• rheoesesry to pradese tit W.W d —ft. M
tea of oonlsetlnp repaowwnte, Ew en. Wr-0 wh6'« c*ey
reepemAnt elhaN apply. whhoot tllr - to Convect tan or TAW.
Infmnrbn Mown on this ~ dose not wueree tlrhees to
Canrat Stm or TWA wWse "so M • eeperao boor or oanee
Order. Wbrrtbn Mace is NuNion to to reperernmte of the
Contract D—n nts. Contractor he r*IppI1W Nor dMtm*law,
wh' Jh 00 be toner." ere terraaod ot a. ello, fabrtoued
pr Aees,taWWpere a rwrtnio", eeshnttw, t»axWMtbn
vt Ise were with NO odw trades whd itdhaeNraYOn, ant to
COPYRIGHT NOTICE
The «mile copyhyht om7 y Sham Mddtom TM
Ardthect beano a tams low, aaaay aN Weer reserved
Aisne, W addtlen to 00 oepyrtpht on t"s era•i• llAnthplwd
npremcebn «w a the dnw a pnlie*d cawae a
mated rapradetbn a sea y otltaa drat be oe *Kw by
dprAUre of She— Mchltecte' pwe. below. can for
lYNted repast a ; • , es restricted Mrrdtrictedtoe baoe.
Li.ltr.d Reproduction « Use, ODlphttfh Granted
to:
somiture Dote
Limited Reproduction or Use Ri" Granted
to:
GENERAL NOTE: ALL DUMPSTER PADS SHALL BE CONSTRUCTED
SUCH THAT WATER RUNOFF DOES NOT PASS
THROUGH DUMPSTER PAD AREA
THE TOTAL PARKING COUNT FOR THE PROJECT IN AGGREGATE SHALL
REMAIN THE SAME, SUBSEQUENT TO REMOVAL OF TEMPORARY
STORAAGE CONTAINERS.
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p BUILDING TWO
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BUILDING THREE
Oak
94
O VA >. o '•;. o 30' Vtpco East. O.B. 831- /96 B
O
v ; , ^ 3 \ 19 : 30' Cents/ East. 0. 6. 861- 01
I Z, 1 'I - ' - ` l ;? to be abandoned
w " i . 2 3 J. 4 ' ?
0, 6 /
6.5 = 19
C • iw ° • ` - '.O• s.•N.wa.r r.T I r d, e/Ooc L; /o'° !'• Q - -- - — - -- - - - -- - - - - -- -= —. s ="' - — .3_ 77_P_3a5 - - - 30 eta tt
N = t __._.
ein
t -1w
1 • N1 \ ,.•y_ /! Spoe, s /A'.y,.../. r.4 Z .i y
O w d.-Me C ..t11. '.i 7G l 1 3 7
0 ° /f Spaces .sv. .../ ,: Q
Ne- \ /
00"00 A, T!. .• '' .•(•.0 \Not= -1 Atf o /1 P %aY Lot SEE D. f. ?/O7 -619
low / % AND D. 1.63/- 416 FOR
ROAD OED /CA T /ON
so r loetr 1 . 11 ;7 z
0 ML
l= s'
EeM
C s to tf Spocts
0 • I .,r M ' i 27 SpacesBUILDINGONE \ ! I i 1
o , j o45,990 G5 N s TAX MAP 4 5 B / 478 A C ® ;
a- To PARCEL 6- /8
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0 23 TeasM \
till w J ` Q' w w N •I .. -
i 2 / Spaces
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Vil w "
D NEW MONO
ARC CNORD CH. REAR /N_ 6
23. Of 25.05 S 74 ° 06'36 W NEW DUMPSTER PAD, EXTENSION AND SCREEN
FENCE, CUT INTO EXISTING ROCK HILLSIDE.
133.47 130.47 S 37.44'30" w
155.52 20.1/S so 23' 00"E
E REVISION - 4 RELOCATE CURB FOR
14.14 t 3 . IS S 58000 , 1l TRUCK ACCESS TO REAR OF PROPERTY
r
Slpestura '
Project /Owner
Riverside Group LLC
503 Faulconer Drive
Suite 5
rlottesville, Virginia 22903
The urd«Np»d, suthoriasd by the
owlesr, hed reyI d end approved
this drwArq In So= do With the
Weement betynen the Onwwer 6
the AreNtect:
Signature
I Signature Date '-
Site Plan
Minor Ammendment
Showing Consolidated
Phases 1 through 4
Project Information
diction: Albemarle County, VA
isterial District:
Map: 04581
al Number: 06-00 -00180
d Book:
ng: HC
ling Code Use Group:
It of Construction:
xratic Sprin w System:
1:
imum Haight:
ipant Load:
r Live Load:
F Live Load:
Ind Snow Load (Pg):
c Wired Speed:
d Load Importance Factor (1): 1.0
d Exposure: Exposure B 114
0
Y
4%, W
REVI9ION -1 NEW SITE MONUMENT SIGN
SEE SHEET SP-4 FOR SIGN DETAILS
EXISTING 6" DIA.
BRADFORD PEAR
TREE TO REMAIN
II
REMOVE 10" OF EARTH, INFILL WITH
4" #58 CRUSHED STONE AND
6" CONCRETE SLAB, FLUSH WITH
TOP OF CURB
EXISTING CONC. CURB
TO REMAIN
EXISTING PLANTER
TO REMAIN
C
c'
a
a
REVISION - 4 RELOCATE CURB FOR
TRUCK ACCESS TO REAR OF PROPERTY
SCALE 1" =10' -0"
NEW FENCE AT THREE
SIDE OF DUMPSTER PAD
TWO DUMPSTERS
DASHED LINES)
EXISTING CONCRETE
DUMPSTER PAD
OVERLAY EXISTING DUMPSTER -
PAD WITH A MINIMUM OF 4"
CONCRETE, EXTEND WIDTH TO
DIMENSION AS SHOWN.
NEW CONCRETE PAD TO
BE MINIMUM OF 6 " IN
THISKNESS W / #5 REINF.
BARS AT 12" O.C.E.W.
NEW CONCRETE LOADING
PAD, 6" CONIC, W / #5 REINF.
BARS 12" O.C.E.W. TURN DOWN
SLAB EDGES FOR A TOTAL
THICKNESS OF 12"
CUT OUT LOW SECTION OF —
EXISTING ASPHALT PAVING.
RECONTOUR WITH COMPACTED
21A CRUSHED STONE AND
REPAVE WITH 4" SM2A ASPHALT
CONTOURED TO DRAIN TO
EXISTING STORM WATER INLET
1
40 tot
FOUR DUMPSTERS
1
EXISTING CONCRETE
DUMPSTER PAD
0
NEW CONCRETE PAD TO
r: • • 7 :!f!!?!';' BE MINIMUM OF 6 " IN
THISKNE55 W / #5 REINF.
TOP OF DUMPSTER PAD BARS AT 17 O.C.E.W. ' ' ' ' ': '::
TO BE EXI NG PAD PLUS 4:gar y,
M TER IONOEXTENSION i:•'••".''•r rtrR rF .m DU P5 5
TO BE PLUS WITH EXISTING Krf .
MI AVBITUNOU MENTE
s
r ,2 RE/ISION - 2 DUMPSTER PAD WIDENING
p PAVEMENT CUT AND PATCH
SCALE 1" = 10'-0"
NEW SCREEN FENCE AT
THREE SIDES OF DUMPSTER PAD
NEW CONCRETE DUMPSTER
AND LOADING PAD, 6" CONC.
W / #5 REINF 6AR512" O.C.E.W.
TURN DOWN SLAB EDGES
A TOTAL THICKNESS OF 12
2) DUMPSTERS
k
CUT OUT PAVEMENT FOR NEW
DUMPSTER PAD, PATCH AS
REQUIRED AT EDGES
AS & WIDE SPACES
Ij , I
t in
i
i V es
rrr
s
k •
1 a
w
REVISION - 5 RECONFIGURE EXISTING DUMPSTER PAD
SCALE 1"= 10'-0'SCALE 1" =10' -0"
61r0rv9
bible
Building Official's Approval
Approval
Stamp
Building Permit Number
Key Plan
13 USE OF THIS DRAWING
DO NOT SCALE DMWeO. The Caner« *0 take here
maewreruonW end verify herd or,Mtlore eM m• CWO*
obmpre eedl hail n Wre "a eW ooltdcelta end ether
Information kr see, to ter C«ltractbr VAIA the Contract Documents
be amrwMr,e eetivhier Contrecoo," Mrehley etedy ere
mmpre ter Contact Doww,w,b With eam tithe and wM
o tonmtien henehe0 by the Cnmer eW shell a once, report to ter
Architect .eons, wca,Materrtlr «ombtiorer uYc— A If the
Con rest« peen any commotion «ferny kneeing it kwon a
remeMaed error, k c,eelow-W « o,nNeron a the contact
Dowleeft N 0WA such notice to the Architect, the Contractor
ehell aeon approedee agonkMty for aeon pa he by and
OM beer n pprbPr ate errant of .tt erw.be mat. ee
The Mont of the Contract OCCUMe ,ts IS wtltoeee be hone
nembery for the Proper meatlan end oan e"00 of the Work by
the Contractor. The Contract Docwne to re Mipiew wary, and
Met is required by ate test be by tlnekq r N required oy et;
p«famnce by the Cbntreet« e,ee be Medr auey to the enern
mnelete,t "ton ter ct wmCalnaDorun eq r ety Inferable
race them as bel"p nebeeery to produce the IntenMe reeds. In
W.. « --ACWq egdw,w W the ma . r'"M W. be.*
r.gdr.rMm owl "ply. rnhbut seq. to Centrect Sam «T"ne.
MOOMMU n enoe, on thin ghee OM net b there "" W
CmtrKt Sun «TkM beeee, stated In • Weree, hate or Cheeps
ant. I"famrtlon e,bw1 It edjW W the agulrerrna of The
Contract Decurnent.. Contractor "re"MeW for ob nelee,
wen ghee be w,en,ee and o«reeWe a the ace, Nbrlcaticn
Praweee, tedeegws of aewtreeb«l, gur,ththee, the coordulebon
of No work eft a btiler tMee end fWMr,ba«ea, rW the
COPYRIGHT NOTICE
The daewp coeNipt 05007 by Sbeeree Ardhtects. The
Ardetatt aaea to obrneee lee, edoruny ant ether reeved
d/hte, I" eaatrm W the cayrgm M the dreeaq. Uneebofto
reproduction or we of the dnawe is prohibited eeCenst for
Sm ked new ducbM or w by otitra OW be evidenced by
t * of Shseee W Areetea' pereeww bdew. Co"o"n for
eked rwrl!l,cdgn nee reedcWd to enbtyw below.
Lirrited Reproduction or CM Movie Gmted
to:
sweeture Dee
United Reproduction or Uee None Granted
to
r
SCALE 1"= 10' -0"
IV
b
04737
I
Project /Owner
NEW CONCRETE LOADING
PAD, 6" CONC. W / #5 REINFF,
BARS 12" O.C.E.W. TURN DOWN
SLAB EDGES FOR A TOTAL Riverside Group LLC
THICKNESS OF 12"503 Faulconer DriveASuite5
36 Charlottesville, Virginia 22903
Thee undee,awd, a wthafteed by Ow
teeter, (tee rotAewed end epproked
d* dr.wNq In t ccorde ce w8h dw
dwo ntertt betwwt 1M Ovw« •
tM Ard*4ct:
Signature
ate
Signature Date
j
Site Plan
Minor Ammendment
Showing Consolidated
Phases 1 through 4
r
P REVISION - 3 NEW DUMPSTER PAN, EXTENSION
SCALE 1"= 10'-0"
Project Information
diction: Albemarle County, VA
sterial District:
Map: 04581
el Number: 06-00 -001 BO
i Book:
ng: HC
ling Code Use Group:
s of Construction:
xmatic Sprinkler System:
I:
mum Height:
jpant Load:
r Live Load:
f Live Load:
ind Snow Load (Pg):
c Wind Speed:
i Load Importance Factor (1): 1.0
i Exposure: Exposure B 14
EXISTING 9' WIDE SPACES
TO BE RESTRIPED AS & WIDE
INCREASE PARKING COUNT FROM
15 TO 17
EXISTING DUMPSTERS
TO BE RELOCATED
LINE
REVISION - S' RELOCATE
NON CONFORMING DUMPSTERS
EXST. CURB
I=
Soho/, Parking
I `•
oter /1"070
REMOVALOF METAL SHIPPING CONTAINERS
SCALE 1" = 10'-0"
7VE DUMPSTERS
Namaslo
p CIRCULATIONIMPR
SCALE 1"= 10-0*
REMOVE EXISTING CURB
AND GUTTER IN HATCHED AREA
REMOVE EARTH AS REQUIRED
FOR NEW 6"#21A STONE BASE
AND 2" SM2A BITUMINOUS PAVING
SAW CUT EDGE OF EXISTING PAVING
FOR A CLEAN FLUSH MATING JOINT
DASHED LINE INDICATES
EXTENT OF NEW PAVEMENT
NEW CG -2 CONCRETE CURB
NOTE- SAVE EXISTING LANDSCAPE
SCHRUBS AND RELOCATE IN ADJACENT
ISLANDS AS DIRECTED BY ARCHITECT
4737
Project /Owner
Riverside Group LLC
503 Faulconer Drive
Suite 5
rlottesville, Virginia 22903
The un 1 191 d, w howl .d by tM
owner, ho rNtp -ad atd pprwad
tfft drpwkq in mcmdowe *0 ttt.
w••trnt bdtwdm Ow 0~ i
tM A. Wed:
Signature
Signature Date
Site Plan
Minor Ammendment
Showing Consolidated
Phases 1 through 4
Project Information
urisdiction: Albemarle County, VA
lagisterial District:
ax Map: 04581
arcel Number: 06 -00 -001 BO
eed Book:
oning: HC
u"ng Code Use Group:
ype of Construction:
OWN
automatic Sprinkler System:
area:
laximum Height:
Iccupant Load:
loor Live Load:
oof Live Load:
round Snow Load (Pg):
asic Wind Speed:
Wind Load Importance Factor (1): 1.0
Wind Exposure: Exposure B 14
Building Official's Approval
Approval
Stamp
Building Permit Number I
Key Plan
eEXPAND ESXISTING DUMPSTER PAD
P- ADD CONCRETE EXTENSION
ENCE AT THREE
31DES OF DUMPSTER PAD
qEW CONCRETE PAD TO
W MINIMUM OF 6 " IN
I•HICKNESS W /#5 REINF.
3ARS AT 12' O.C.E.W.
SCALE 1" _ 10'-0"
heigh 1
FENCE AT THREE
SIDES OF DUMPSTER PAD
TWO DUMPSTERS
NEW CONCRETE PAD AND
CONCRETE EXTENSION TO
BE MINIMUM OF 6 " IN
THICKNESS W / #5 REINF.
BARS AT 12" O.C.E.W.
ADD CONCRETE DUMPSTER PAD
AND CONCRETE EXTENSION
SCALE 1" =10' -0"
Mae
E3 USE OF THIS DRAWING
DO NOT SCALE DRAWNG. The Cmtroator Owl tae M1Nd
m - w- rem. -e v.dy add wK*W. and ar- c-.fwy
carp.re.uda bad nb*ftIr na.atta Md caaddiora We other
Inlormedon known to tM Ceoueda ad, the Conr.et oo- arrenu
before m11Y11e11fMq bowitIM; C.ntr aw dap —0Ay audy am
We tn. CORM ow wM adl ww and am
nbnnetIon MYdied by the OMw -end 00 at once report to the
Ardited coon, Ineoneetwide, or orrlWpr decovor.d. If the
CmtrWW p.rfaM my caaoomedm setk" tnownp It kwoNO a
ao.oi""d ma, k —.W-.y or - ww. In ft CadtM
Do—raft widebt Duda notice to tM AmPked, the O -tnbtur
dal aa.aate eppropANO (11*001b0ty for PAO p.rfonaaaco end
00 b"- n W.". .arum of tM .ttrbutaw met. ONE,
The krt"m of tM CoMradt Daoan-M M m kackroe a Mme
neoae -y for me proper aeaN.o ad O- tpl"If.ra of tM Work by
tM Connaor. TM Cmd.ct Oxum -w. .n cam" en bry. -M
wlet k W*44 by ore "kdI be Y h11q Nit we M er;
p- Mrn -rce q tM ContncYV dWl be nglFed my to the -omt
caadbtwrt wkn [lore Coronet Do -wrrrb -M n. W w inf w.
nnrrr tMm .s Nnp Y to -bdu- the Mondod ruuu. n
tw of oonllotkap n** A.M. Ve more mkapat alw. cooly
r0alr rant *0 appy, wkdwt derrpo to Gaoled Sum or Tine.
nf—d- dawn on the debt do- not as o drag- M
Cair.0 umS a TM ei.Y KOM n a o.p-bt" later ar Chaw
Oro-. Merm.tlan -oar k atiabt to the roodranaM of the
C.nr.ct Doamau. Cahn -a I$ reelend , for dnrn.krw,
am b. cdnpnn.d and carWted bt the "M. Mbrleedara
groom--, tad -ow— Of o.-U -dor. . gawido.. de madreMn
of N. work wkn - om- tma- -td iloenfrKO -e. rM de
COPYRIGHT NOTICE
TM dewing oopyrldat 02007 by Sk"-"n Archlt e. Tn•
Mdit.et male. a ema-- a"w, a t.torY aM ~--I
roft M baboon to the copyright on uk dr.wdp. Unam -ifed
r.fre -dtian a u- of Yk A 1 k pr- , , ai. Ce--at for
knMd r"produetkn or bob by at.-. a- N.Ndae•d by
1p eta. of SM-a A1d0-fa' Pew. i New. Combat for
kilt- raprgprcfNn s w r-trkM 0 tl4tMlad O .
LMited Reprodu or UctIonpp oft Grated
to:
swnat Date
Urrit.d Reproduction or Lbe RVM fiarrted
tm
o`fof' fw
r
tI ,
I `• •
i ,,' `•'`
TEMPORARY STORAGE
CONTAINERS - TO BE REMOVED
TEMPORARY STORAGE
CONTAINERS - TO BE REMOVED
Wt R LYDON
Project /Owner
Riverside Group LLC
503 Faulconer Drive
Suite 5
Charlottesville, Virginia 22903
The wdersi rmd, wthorited by the
owner, has rwietwd and eppo"•d
this oravarp In accordance with the
ogre ement between tM Owner S
tM Anddtect:
Signature
Signature Date I
0
i0
MONUME
AS SEEN
Site Plan
Minor Ammendment
Showing Consolidated
Phases 1 through 4
Project Information
diction: Albemarle County, VA
isterial District:
Map: 045131
el Number: 06-00 -001130
d Book:
ng: HC
ling Code Use Group:
e of Construction:
tic Sprinkler System:
r
imum Height:
upant Load:
Live Load:
f Live Load:
and Snow Load (Pg):
c Wind Speed:
d Load Importance Factor (1): 1.0
SIGN ELEVATION
M RT. 29
d Exposure: Exposure B "
m
Zr
0
4
p 51GN SECTION
SCAL -E 11/2" = T -0"
l
SCALE 1/2" _ T -O
01'F.p vcnpccps
OVER CMU CORE
SIGN PLAN AT UPPER
BRICK SIDE PIERS
eti' n«
4 BRICK STEPS BELOW (V 1" EA.
I1:: _
SCALE 1/2" = T-O"
SCALE 1/2" _ Td0"
0q("(*t4r
eelle
ee""
Building Official's Approval
Approval
Stamp
Building Permit Number
Key Plan
Drawing History
Deociricition Mark
0'. 17.04 10tMk Armir4mant PLS
I CAD FM N•m•: IUVr ed•GroW. 1.30.07 '
a USE OF THIS DRAWING I
DO NOT SCALE DMWenO. The Contractor node take Add
meenwanents and v tfy MM connives and shod cw*k*
arbor. rwm MM mwrewnenu and caWtaro end otW
infamstan eneen to Me Contna. •0th the Caw•tt Daammts
beep oommeni en MMboe: Canrauor 00 ,a'NWy Wily end
compost tM Contact Documents Wth o h otior o d With
Mkamstbn hnYqud by too Oenw and often n area report to tM
Ardstett eras, aoaretwaM or miMimr dsoo -nia It too
CoMniew P. AN AV WMa"Wam wtk* knewrp It -.I—.
reLoa=ern, aconsma y or onal " M the cowedDoamsM. wimwt sum notlW to the Arditaa, sire CmtrxW
Shona MpropNto n poroki ' far elm port.— end
enen bee M eapnpflet. embieit of tM etrenrnba cost. o'
The Intent of the Cmtroct Documents is to kdnrde ell hare
Malay ra me prpa en bon ad Wmp.tan of the work by
the Canncta, TM Contrail D-11 w .%Nmeocary, end
Wnt M by dM 00 M MbYl I rI1MgWedby M,
peMrlenwe by the Combo or cep be ragykW sne/ to the .Mont
consistent Wm tin Comm Doak"ents end raesenaely Inpafble
horn than N being neonwy to prodrCS the intended rondo. In
cow of caMmine nowi nments, IM more strknent aww Wady
el" roment 00111 Wmwt dnnr0. to Centrett S"m a Tine.
Informob mown m this meet doee not anAaia ,Mist to
Conlrett Sun a Time urAW etK*d in s s.paere ntW a Chan.
order. krlarr etion,horn is wblea to the mWiro ento Of the
Conroe Doaments. Comr actor Is repponWle for dimension,
efich shod IN a"mred and oerrelst.d st tM OW, taMketan
pra:.M.e. todeeenM of cerMArrr,'tlarl, gmeniM., the coerdiation
of 1w work Wth a/ .the tndu and 1 Wcmbactm. end 1M
oeoeb
COPYRIGHT NOTICE
TNS da l copyrW 02007 by Neeen ArdibectL The
Ardstoct retekw W cm low, w, wurmary one odw reneved
me. ami sd*U. to IM a,yripnt on me drawn. UaWnnmW
reproduction a "eo of the dawknp is pnhlbited Cave* for
limited rprodreom a Ue by otMs wo be.ndon eel by
eboe M sbeaen Anditom woos el below. Cavern fo
limi rwn=— rearkbe to wdtydered below.
Limited Reproduction a Use RW-&o Grorntnd
to:
signature DKe
Limited Itproduction oc Ue Rights armed
to:
r