HomeMy WebLinkAboutSDP199700091 Plan - Approved Final Site Plan and Comps. 1997-07-28GENERAL CONSTRUCTION NOTES
J u I y 2 3, 1 9 9 7
REVISIONS
1. PNOR To OF ANY WM" ANY 9X* WO
PUSLJC FUGHT OF WAY, WCLLX*4 OON I CTION TO ANY cownNQ ROAD,
A PERMIT FOR STAID OOWTY&JCTION SHALL SE OINTAMD FROM THE V901INM
DEPARTU01T OF TPANWIMTATION (HUMArM AMREVULTED V.D.O.T. ).
2- ALL PAVMKi AND DPJUkAM 1ELATSD MATERIALS AND CON111TVIUCTION MIrr IOOS
SHALL OONPOIMA TO CURININ T GPSC04CATIMO AND STAMMMI OF V D.O.T.
UNL.EM OTHEFWASE NOTED.
6. EAO/10N AND SILTATION OONTFIOL MEASUAWS MALL SE PROVniD 14
ACCORDANCE MTN THE APP110VED E1101SION CONTROL PLAN AND SHALL SE
MWTALLED PRIOR TO ANY CL.SARMNQ, GIRADING OR onER CONSTRUCTION.
4. ALL SLOPES AND DIS'TLfV= AAEAS ARE TO SE PEATILIZED, SOE M AND
MULCHED. MNOMUM ALlOWAJMA FM.L OR CUT SLOM IS 2:1. V*WAE 11EASONASLY
OSTAWAMU LEANER SLOPES OF 4:1 OR SETTEA AAE TO K ADD.
6. ALL. DPAO"" MNLJFTS SHALL HAVE A E INCH LOCAL OiP1EMK01111 UNLASS
OTHEAIMSE SHOOM.
& PAVED OR RNP RAP LINED DITCH MAY SE REOUIFED WHEN MI T?E OPINION OF THE
DIFWCTOR OF iNOMEERMIQ, OR HE DialONsit, IT IS Dii#IIiD NSCS SAAY IN
OflIDER TO STAOILIZE A DRAINAGE C:HAN EL.
7. ALL TAA"IC CONTROL SICM MALL OONPO MA WITH THE VMKAMINA MANUAL FOR
UNIPOfM1A TPAPM OONTROL DEVICES. LAT2 T EDITION.
I. UNLESS NOTED ALL CONC:AM PIPE SHALL SE
O NCFVM ►rt CLASS ML.
•. ALL EXCAVATION POR PrE INSTALLATION SHALL COMPLY WITH 00"
STANDAP" FOR THE OONffTft=CN "X ST RY (211 CF% PART 1 w ).
10. IT SHALL SE TM 0ONTRACTOFIS TO CHECK ANY OR ALL OIIIIiF00 AS, SITE
COND(TX)W ft"L OF ADMKi AND R&D LAYOUT ON THIS PRO.JSC T AND FORT ALL
MICONYISTANCIfilill TO TIE ENGS&M SURVEYOR, AFICHITLCT AM OR 01006fl SHOULD
Tl,* COWTRACTOR FAJL TO MAKY WITH THE A8OIV1E HE WILL ASSUME TOTAL
RIE FOR ANY E1r10M AND CFI I IOONS11STANCOL
11. OUTDOOR LIGHTING IHAll SE DWV C'TM AWAY "IBM ROADWAYS AND ADJACENT
PROPWRINU AND SHWLDM WHM NSCiMA Y. LIGHTING SPILLOVER ONTO PUBLIC
ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL AREAS SHALL NOT EXCEED
ONE HALF FOOT CANDLE.
12• ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13•IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETHYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB-1.
WATER AND SEWER GENERAL PLAN MOTES
1. WORK SMALl SE SLEJSCT TO MISP'llICTION BY ALBlSMAJqLl OOUkTY SGRVICE
AUTHONTY TFE WILL SE FOR
NO71rYWQ THE P IO04M SSF V1C 11 AUTI'IOIVTY OFMCL" AT THE START OF WORNC
2. THE LOCATION OF MOtTM UTl1TIM ACROSS OR ALCM THE LINIII OF THS
PNOPOSIED WORK AAR NOT 1iCEaS1AAILY SHOVM ON THE PLANS AND WNW&
SHOWN ARE ONLY AP►PlOXJMATILY OOPWdkCT. THE CONTRACTOR MiALI ON ► 14
OWN "T'LATTA LOC ATS ALL UNIDSPIOROUND UNITS AND AS
> All MAT1El11ALS AND 01060TVIOUICTION MALL 010IM LY WRH Q&NW%AL WATIA AND
SlMIE11 CONSTRUCTION SPSIDIFICATIO IS AS ADCP TW MY THE AL/iMltA
COUNTY SEIIV C)l AL1TMOW Y ON ,JMAJMY W 1 ASS. AS AIIIIiD JULY 1, 1 SSA.
4. ALL SLEVATIOFN AM L"M ON UALC• AND G.i- 0ATLAIA.
6. TIE CONTRACTOR GHALI SE POR "07vr wa ' MISS UTLITY
( 1 800 640 70M ).
E ALL WATUR AND MWSR P~ @HALl HAVE A MIPdMUlM OF 3 MW OF
OOVER IAEAmulw Plwm THE TOP OF PO4L OVSSI rms coellpLm OF
PV4L THIS WCLUOSI &L FM ►NDRANT LPA& SERVICE LATWL4"
AND WATW% JNNW ETC.
7. ED' WIDE CWTMW ON THE PWGLJNE AND
SHALL SE OMK,ATM TO THE ALASMAftl OOUkrY SEAVK:E ALIT'IOIMTY,
EXCEPT WHW THE LJIIK r IN A PUSLIC ROAD 1MIGHT OF WAY OR AN
AOCiSM EAwmw. IN M4 CH CASE TI'E AOCiM SAMMSINT SHALL ALSO
SE DMICATM AS A UTMITY SAN1111IMSIN'T.
6, 9 k0t SWAFIATION IVSQU� MT1AI0111IN WATIALI E AND STOIMA ALIKE
C ULV1E1M OR r MWIIATICIN WNW WATEFMJME 4 SISLIATM. UM
1/S' THICK TFEFIIAA COL PM RMI LAT10N IN I X r S1iT11 AS
MANUFACTURED BY NOMACA. W ., OR SQUAL APP" VED BY ALAQ64ftA
OOLARY SERY" ALITHOMTY. WSLAAMN TO E MIND S' SEYOND
COmiMINE OF OULVWIT IN WTH DMIlC•TIONS OR S' WY'OW NNW Or
CULVERT WFNW PAAALLi..
S. TOUCH READ M TlM APE @Sm USED BY TiE ALBMMAALA COUNTY
90WICE ALITHOPUTY. TO AOOOMOGATT T?M!E M TWW MIFTI11 LDS
Will RiOLJME A 1 SW HOLD TAFFW INTO THE CENTiII OF THE LJO.
SLIM TAM OR PLUGS SHALL SE PROYM M TO PIWVWiT OE 011, FROM
ENTERING THE SOK PRIOR TO MlIrM MNIFTALIATICkt.
la ALL WATER AND M1AAi11 APPIUlICTIPWAM AFE TO SE LOC,ATIM OUTSIDE OF
IK)ADSIOE DfTOHmL
11. CERTIFICATION THAT SS PTA CENT COMPACTION IS OtTAMkO 04ALL SE
Pf%OVX= FOR ALL FILL Al" LMDW1 WATER AND SEWER LRM AND
THIS OM'TI}1(,ATION SI'NALI SE @KMW BY A
Oi1CXOGOT. THE CERTIFICATION SHALL STATE THE
EXACT AASA THAT TIE CEITMICATION APPLIES TO.
It VALVU ON DEAD END LAM SHALL SE 110001111D TO PW#Vf ADINQUATE
IIES•TRA,INT NOR THE VAL.VS DUIIEIIQ A FUTUIE EXTW49ION OF TfE LJNL
SITE TOTALS AND LAND USE DATA NOTES
OWNEA SNCORE MNiiTOM LJIIIrm PARTINr11M11P
CIO OPMAT L49TWI N OOMPANY
P. 0. KA S
VrIQANNA 2101110111
CFO DON WAIQNiA
DEVELd)PEA REALTY PARTNERSHIP INTERESTS
CJO DON WAGNM
P.O. SOD( SSM
CMAII VWA MiM 23M
PANTDOIIN*4: PD-MC w/ZMA 96-04 OVERLAY ZONING
PFIOPOMD Uft : DISTRICT : A I A
TOTAL GiTVAFEA 1.21E ACRE& 62,859 S.F.
TOTAL SU LDINGI OOVWVM : 10,626 8-F.
TOTAL IMPOIVIOUS OOIVWVM : 29,040 S.F.
TOTAL OPEN SPACE: 0.30 ACRES 2 b 0/0
PApsuw ScHEDULA :
GROSS OFFICE AREA : 41,626 S.F. QROSS SALESISVC AREA : 2,000 S.F.
NET OFFICE AREA 6,626 S.F. a SO'A a 4,900 S.F.
PARKING REQUIRED 6.9001200 a 36 SPACES
RETAIL AREA 2,000 S.F.
PARKING REQUIRED 2,000/100 : 20 SPACES
TOTAL PARKING REQUIRED 66 SPACES
TOTAL PARKING PROVIDED •• SPACES 2 LOADINQ SPACES
MAXNMUTA NUM111ER OF 4 0
MKXiATY r NOT LOCATED IN"HMI A RESERVOIR WATERSHED
FIELD RAN TOPOGRAPHY BY B. AUBREY HUFFMAN t ASSOCIATES, LTD.
BOUNDARY SURVEY BY S. AUBREY HUFFMAN A ASSOCIATES, LTD.
AMENDED
FINAL
SITE
DEVELOPMENT PLAN SHOWING
RIO EAST OFFICE ONE
L I G H T PaLE LoCAT1oN
RIO EAST COMMERCIAL AREA
TAX MAP 61 PARCEL 124 C
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
y ! sk" cI, ��f
` RIVANNA, 19
ilk
CAkc{j8140
ARE. �. I t
SHACK �
fs •.
MOUNTAIN
t z
wnat;�g1R"
i/-,t .� �• • �� RIDGF� GREENfIEl0�Ar i.prCYi 4 ' •` OGAR00K �t
RUSLYN� - 31 T ! i�, y� r.` R�r i S+'•' 4.
RIDGE
IVY RI E A 4
+ `4 o /f ♦J •S(ASOhS �IS Ii.NI G•.ar • fI�IDHRQ�
t
L • c ■ El tLEtEr ,
GARDENCOUR 4 _ BERKMAR C~
�NO$01fIEl11S
�VTIF
4+ «' 6-ow
► M00�'
�NAM fr • • • 7'
0 ' M•11 % AINTRE !
ry / RID
y r-C / y �NMI►�Q i EIERG Y 4 f..►... SRwr. �;'
G5 '� SACnE►� 1�L ]C �j )C..rr►aM.alAllV I l l A G I�► ,`j w
I.M[
L. AI
AL� MPO" 7D �s
R(Y 1 Aa1''L w� IEID R+. • C•.1•
1 j _ ►u-- — - -. --- --�. . r - - -
CI(ORGEiOwh +� f' i �• %RANCHLAND �" I
G Eh T�� �,
'It�1EffERSOPt` R
VILLAGE f` o., II
CR(j� ,,I t Nh[ `' / �HAPEI j \ �I L i., ac
' r r1 S �..al
,h t— $FPcrr. - ` I - / — - �IQO ,1 �,L 6R�AR HMI �i RIO ' L nM Yf 1,44`�9
i �qRr• 19 \' •�� t \, DUNLORA
NE f�Uh ♦ �•. `�, s1 ��`t > Cw \, M l� ` 1 / wnn,.++f I. n..
t� ! r � N(AGO • � � < � c � t 1 � f r I ArorT.,�r _ -- --
- I but
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cl
ARt.OT{; . T ,'♦ It •,, ♦ �� J �� t•'\ p 1 �t+ F.., y
j pp
.41
��j ,�• / �� VILLAGE E�. • �r}_
'i F �.' �• \`r SQUARE
VICINITY MAP SCALE : 11 : 2,000
PLAN PREPARED BY
B. AUBREY HUFFMAN
CHARLOTTESVILLE, VIRGINIA
AND ASSOCIATES, LTD.
DRAWN BY: JOHN DRU*AHFI I ER 1
W8PECTK)N8 DEPARTMENT :FIRE OFFICIAL
ZONING DEPARTMENT
ALBEMARLE COLJPITY BEAVICE ALrTHORfTY
PLANNING DEPARTMENT '
�' 1l � j ,jy(yy •
1 ,'W"�. 'tom- • � '-�S»� 'S. ya.j�e'.19
ENCNINEERINO DEPARTMENT
�� � �. fry � �.� �c.v.a�.. � r�..y� ""r ✓; �► .. 'l �,
VIRGiNLA DEPARTMENT OF TFi/148POIRTAT10N
VIROiN1A DEPAA-T'AAEAIT Of HEALTH
A;' , //tj
WE THE UNDEP.64GNED DEVELOPER (8) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT
NECEaaAAILY INDICATE VIRGIMIA DEPARTUEN'T OF TRANSPORTATION
( VDO'T ) APPROVAL OF THE PUN. APPROVAL OF THE PLAN BY THE
COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY
IN OHTAWING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF
BOIL DWO PERAA(TS AND / OR CERTIFICATES OF OCCUPANCY.
.. _ , . -. ... .. r ..`�:.I *.t. - :x ��'. Tip '=.+{t.r1`:i:'.Y,'yl.:i�4i- ,2t*:%73u'•
STORM DRAINAGE STRUCTURES
go.
TYPE
L
TOP
INV. IN
INV. OUT
1.
DI-3A
2.5
518.0
614.0
2.
DI-30
6
516.63
513.0
512.90
3.
DI-3A
2.5
816.60
510.0
509.9
4,
DI-35
14
513.03
503.60
$09.43
Class A
Concrete
W
SCHEDULE OF LAND''SCAPE MATERIALS & CANOPY COMPUTATIONS
c 6 Po ' P 2 d / 1 KEY BOTANICAL i MIN. CALIPER TOTAL HEIGHT TOTAL WIDTH AREA OF allANTITY TOTAL AREA
S, '' o n Ron* N 4 COMMON NAME IN 10 YEARS IN 10 YEARS CANOPY OF CANOPY
ton n g H (
Use �ommt r c o Bo n f OXYDENDRUM ARBOREUM 1 1/4 1 8.7' 13.2 1 38 S.F. 6 828 S.F.
Cr
SOUR WO.OD
SITE BENCHMAR K S
Mark on concrete of hole CERCIS C A N A D E N S I S 1 1/4 24 22 5 39 6 S F 6 2376 S.F.
no I I putt put t golf course r E A S T E R N R E D 8 U D
' E I e v 521 60 U'
F i r s t f I oor of S o v r a n B a n k CORNUS FL0RIDA 1 1/419 141155SF. 4 6 2 0 S F
E I e v 5 206 7 r J FL OWERING DOGWOOD
U S G S Do t o m
(� ) QUERCUS PHELLOS 1 3/4 3 1 2 2 3 80 S. F. 5 1 900 S.F.
/ --- --- _ r_ 4 W I L LO W OA K
I L E X CORNUTA 18 30 8 7. 8' 48 S. F. 45 2 1 6 0 S. F.
-- -0 8UFORD HOLLY /
— _ T. M. 6 / Porce / 124 E / I I
- ✓� Wo�, L F , Jr. Q P. E I / — - /
Ion , n9 H C } — - ,� E / _,
3 NOTE STREET TREES SHOWN ON EAST SIDE OF R/O
N 2701718 E Use Min,o7 re Golf Quist - 1 N18°32 ---�� EAST COURT ARE FOR LONG RANGE PLANNING
—� f -- — 2 3 0 / PURPOSES ONLY AND ARE NOT A PART OF TH / S
SITE PLAN.
5 �, _ -- — / -- Ex, st Dr, ve w or /o be removed jam_
i --- 24 i / r /// T 2 Loading Spaces
/ `. Light 1 '
.Light Pole
l 4'R 12 x 25Pole I I
TtI L ne '1 c' u ti ,_ y fr e '/✓ �� h
0 r_ Ex , s t 0 N7
ovtd
to to
m
r t
0
/ m
�I Light o /e l /' O e \\ Serv,ce Boy / EX' 5t B/a9 (T_
Service BonEx'sl Bldg
/ be remove� /
�
4 5 'R / x
d / T t -r—.r C 6./ p 6 S S- a t W u l r / / �°�
Light .. `° pa r_ r / � , o o r t s I I ( // / r 1
115
vevr�re
P0Vemto� Mortr,,, � Oti Ode
I 6 4g pr Bost Morer,aI r /\ E fi o pe /
n ti
16 5 /b s Tr pt S M 24 4spno /1 � / /
9 r i�
j 30 Building 5etbocR Line
{ r -� -- / ' ���i T/I ?z �� 20 San Sewer Eose_men t
/ 3 S ! ! t 1 R i
SRO o c t s ` 24 ` 1 1 ` / / / x / / B'�P V C S o n. �S a we r See Rood Plan B Profile
/ r , h/ Spaces 9'XI/B (ryp.1 / / Q For Continuation
i hJ Light 1 L{ghJ \ 1 fight 51610 i // 8 6' 4 84
Pow i o \ P \ Po/el 11 3 A '�
_ 5
4 / B--- P r_ / o a So
5 0
9 r_ * ?0' r f� \ C t 5 W�dt Form
--- 2 , 20 '
o T- / , i
.. G� B� , roan wo r r , 1
RCP L. � r t �
105. 25 " / ? el .., M e t r ! 5 RCP / 56 1. B S 2 6 ° / 5 5 5 `W
1. : .- ;.r,+ ;-----_�-r---_ - - - t •f i . � _ _ ,;j . � f=T- :�: - �,- - .T s•��-' / �
C6 /l Entrance '' •...•. '. , .�" '.;.' ' ; � ��• :• �� :• •>- .. ,. - REFER TO THE "FINAL ROAD &
C 6 —� - —�= '\ .' ` ' \ \ . .. ,/ . / � NOT E
i
� UTILITY PLANS "FOR ALL ROAD
2 275 to i \\� \ \\\ \\ \ \ \ \ \ \ �� \ \ /1 C // C'/O U� T CONSTRUCT/ON DETAILS.
H J
�\ \ \ �\ \ \\ \\ \\ \ \ \\ \ `/lB'RCP
�- \ 4 .
r 530—' - \ \ \ \ \. \ \ \.1—� 202@ 3.02�
See Road Plan B Pro fi l e
`�-1• • . •: � For Continuation --�.
\ \
—� Fire — - --- \ \ \ �\ BB "RT'O / rC Pk\ Pipe to be bulkheoded so they can\
/ r *, ��- r-/ \ \ \�\ / 1 \ \ r- \ z/ be opened \later \ `� \ \ \
/ Hydra n 1 C \ \ _\
W\/er/fine\
Exist Bldg 20 Wide\ Wa/e�/fine Eo3e m� n
e m oved \ \ —�—�� , C R 05 S SEC T/ O N - R/ O EAST C O U R T
l Exist Driveway \ \ \ \
\ \ \ \ N � > /o be removed
50 R/W
2 5 f 2 5
6 6'. walk /
3 slope, 1/4"per ft
2"-1 2„R
Top of finished To Mop 6/ P a r c e 1 124 4
paving slope s
Encore /nve51ors Ltd Par InersA,p
\ 1.� Ion,n g CO
Compacted fill or �'�•`'
undisturbed tortA
Use Res ,den /, a 1
T Y P I CAL SECTI ON
S I D E W A L K
S I T E PLAN AMEN D M ENT
LIGHT POLE LOCATION
PLAN PREPARED BY:
B. AUBREY HUFFMAN & ASSOCIATES, LTD.
CIVIL ENGINEERING — LAND SURVEYING — LAND PLANNING
CHARLOTTESVILLE VIRGINIA
PLAN SCALE. l II=20t
' SHEET N 0. 2