HomeMy WebLinkAboutSDP199700039 Plan - Approved Final Site Plan and Comps. 1997-05-01GENERAL CONSTRUCTION NOTES
1. PRIOR TO Of ANY CONSTRUCTION WfTHIN ANY EXM TW0
PUBLIC RKWT OF WAY, 11MCLUDII110 OONMIECTION TO ANY E)USTINO ROAD,
A PEF"T FOR 8AN0 CONSTRUCTION SHALL BE ORTAINED FROM THE MAW"
DEPARTMENT OF TRANSPORTATION ( HEREAFTI>FR AM W&VNITlED V.D.O.T. ).
2. ALL PAV94 AND DAAMNAGE RELATED MATLRIALS AND COMTRUCTION METHODS
SHALL 00WORIM TO CLPVW4T SPECIFICATIONS, AND STMNDARI S OF V.D.O.T.
UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION OOWF40L MEASURES SMALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED E4081ON CONTROL PLAN AND SNAIL K
INSTALLED PRIOR TO ANY CLEARwQ, GAADIINO OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DiSTUREED AREAS ARE TO ME FERTXIMD, SEEDED AND
MULCHED. MAXNMMUM ALLOWAML.E FILL OR CUT SLATE IS 2: 1. WHERE REASONA&LY
OeTAINASLE LESMA SLOPES OF 4.1 OR BETTEA ARE TO BE ACH*VED.
5. ALL DPAINAal INLETS SMALL HAVE A 2 INCH LOCAL DEPRESSION UNLIL"
OTHE hVWE SHOWN.
6. PAVED OR RIP RAP LINED DfTCH MAY SE REQLARED WHEN IN THE OPINION Of THE
ERECTOR OF EI+ 0*4UP&Q, OR HIS D&SKOdAS, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DAAINAQE CHANNEL
7. ALL TRAFFIC CONTROL 89" SMALL 00WORIM WfTH THE VVRWAA MANUAL FOR
UNIFORNA TRA"111C CONTROL DEVICES, LATEST EDITION.
I. UNLESS OTHE~01S NOTED ALL CONCRETE PIPE SHALL BE RENrFORCED
CONCRETE PIPE CLASS IN.
9. ALL EXCAVATION P011 UNDEROROINdD PIPE 0 TALLATION SMALL COMPLY WfTH OSHA
STANI ARDS FOR THE CONSTRUCTION INDL1ST Y ( 29 CFO PART 1 M ).
10. IT SHALL SNE THE CONTRACTORS FWL@PONWSILJTY TO CHECK( ANY OR ALL DMMIENSK)NO, SITE
CONDITIONS, FINAL GAADINO AND FIELD LAYOUT ON THIS PROJOCT AND A1E1K)R'T ALL
MICONBISTANCIES TO THE ENGM+IEEEA, SURVEYOR,, ARCHfT1EG'T AND OR OWNER. OHOULD
THE CONTRACTOR FAA. TO COMPLY WITH THE AaOVE HE WALL ASSUME TOTAL
FWAMbONISAKM 10011 ANY ERROAS AND OR MNCOI+ISIS'TANCIEL
11. OUTDOOR UGHTING SHALL BE DNOECTED AWAY FROM 11K)ADWIIYS AND ADJACENT
PROPERTIES AND SHMM DED V**M WNCEWAY.
12. ALL SERVICE UTIL ff= AAR TO SE PLACED UNDOWIOUND.
13. IN UEU OF OONCAIM STORM DRAIN PIPE ADS N.11I CORIA ►GATED IROLYETYLENE
PIN MAY W USSR IN OON,AJM TION WITH DED004 TYPE P& i .
WATER AND SEWER GENERAL PLAN NOTES
1. WORK SHALL BE 51IIL16iCT TO MNSP%CTION BY ALSGMAAII.E COUNTY SEAVICK
AUTHORITY INGPiCTOW THE CONTRACTOR WILL ME RPSPONSIBLE FOA
NOTIFYING THE PAOPM SERVICE AALIT7•MUlF1ITY OFFICIALS AT THE START OF WIl7fSC
2. THE LOCATION Of EXISTING UTILITIES ACROSS OR ALONG THE UNE OF THE
PROPOSED WOW AAR NOT NWA84APWY SHOWN ON THE PLANS AND WHERE
SHOWN AAE ONLY APPAOX*A►T1LY CORRECT. THE OOINTR CTOR SMALL ON HIS
OWN " IATIVE LOCATE ALL U1MD&A0AOUND L *M AND STRUCTURSS AS
NIECIEBMYV i .
3. ALL MATEALALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER OONGTRLC713N SP§CV4CATIOiMS AS ADOrTIiID h THE AummAAlES
COUNTY SERVICE AUTHOWTY ON JANUARY 20, 1 SS3♦ AS ALIENED JULY 1, 1 M.
4. ALL ELIVATIOI S ARE BIASED ON U.S.C. AND Q-S. DIATUwL
6. THE CONTRACTOR SMALL ME POA NOrT1FYI1Q ' MISS UTILITY '
(1 M100 6612 7001 ).
6. ALL WATIA AND SEWER PIPES SHALL HAVE A MIIWMMLNM Of 3 FEET Of
COVER MEASURED FROM THE TOP Of PIPE, OVER THE copfraftim OF
PIPE. THIS PKXUDN ALL PMM HYDRANT LINES, SERVICE LATIRA S
AND WATT ETC.
7. 20' WAGE EASOMENTS, CEITERBD ON THE PW41LM AND APPURTENANCES
SHALL ME DEDNCATIIID TO THE ALr I MARLJE COUNTY SERVICE AUTHORITY.
EXCEFT WA4 9W THE LAM IS IN A PU1SL1C ROAD RIGHT OF WAY OR AN
ACCESS EAS11111iKT, IN V*fM CAM THE ACCSM BANS&OWT SHALL ALSO
SE DEDICATI11D AS A U71 M BASEMENT.
S. 3' Milk. 811PAAATION 10010LAR01D WTVAN04 WATERLINE AND STORM SEWER
COVERTS OR r SaAAAT10N w►NSNN WATIIIALM 18 MISULAT D. USE
1 Ar THNCK THERIMA C& PIPE OW LATMDN IN ! X 4' 8M'NE M AS
MANUFACTURED BY NOYACA. MAC. OR SCILIAL APPROVED BY AL,FyAAIF
OOINTY SERVICE ALlT1 OMN. IMI LAATION TO E)CTEND It MEYOND
CENTEALOR OF COVERT IN MOTH 11TIONS OR 8' BEYOND ENDS OF
CULVERT WHEN PARALLL-
S. TOUCH READ MET &RB AWE OEM USED BY THE AL MOMAAL E COUNTY
SERVICE AUTHORITY. TO ACKXAK L1MTIE THESE MffTVP^ M fT1A L M
WILL RfioQUM A 1 &W HOLE TAMPED MITO THE CENTER OF THE LID.
MLJNO TAPS OR PL.l1G8 SMALL ME PROVIDED TO PISZVINT DEBRIS FROM
ENTEAMNO THE SOX PAIOR TO METER My'TALLATION.
10. ALL WATER AND ONWil1 APPIL41ITMANCOIS ARE TO BE LOCATED OU =9 OF
ROADS" DIT068.
11. CERTIFICATION THAT IS PER CIONT COMPACTION IB 06TAM4E0 SMALL BE
PROVIDED FOR ALL PILL AM" LMDOA WATER AND SEWER LINING AND
APPIURTUNANCOIL THE♦ OERTVIC,ATION MALL 8E SWORD BY A
OSOLi0G18T. THE CERTIFICATION SMALL STATE THE
EXACT AREA THAT 7M CWV41,ATION APPLIES TO,
IL VALVES ON DEAD 00 LMM SHALL BE FLOGGED TO PROVIDE ADBOLIATIE
REITRAWT FOR THE VALVIE DURIIMQ A FUTURE EXTENSION OF THE LINE.
S I T•E TOTALS AND LAND USE DATA NOTES
OWNEA ENCORE I670M L*XM PARTIdERSMIF
CA GREAT BAS'TIMI N COMPANY
P. 0. MOO( S
VNOMIIA 22M
C00 DON WANSNEA
DEVELL*ILR REALTY PARTNERSHIP INTERESTS
COO DON WALEiR
P.O. MOD( SSSS
VWJGMMA 22006
Pf*,§&NT ZONWQ : PD-MC w/ZMA 44-04 OVERLAY ZONING
PROPOSED USE ; ormssALmmeapme D 12 T R I C T: A I A
TOTAL SITIEAAIEA 1.213 ACRES 62,850 S.F.
TOTAL BUILDING OOIVKPL*4M : 10,626 S.F.
TOTAL *APER'VX" OOYW%AIDE : 29,040 S.F.
TOTAL. OPEN SPACE : 0.30 ACRES 2 5 %
PAPIKI NG SCHEDUI E :
GROSS OFFICE AREA : 8,626 S.F. GROSS SALES/SVC AREA : 2,000 S.F.
NET OFFICE AREA 4,626 S.F. ■ 1110% s 4,400 S.F.
PARKING REQUIRED 4,9001200 s 36 SPACES
RETAIL AREA 2,000 S.F.
PARKING REQUIRED 2,000/100 : 20 SPACES
TOTAL PARKING REQUIRED 66 SPACES
TOTAL PARKING PROVIDED 44 SPACES 2 LOADING SPACES
MAXIMUM MUMM 1 OF 4 0
PA(V4[RTY IS NOT LACAT1D WMTFMN A RESERVOIR WATERSHED
FIELD RAN TOPOGRAPHY BY B. AUBREY HUFFMAN St ASSOCIATES, LTD.
BOUNDARY SURVEY BY B. AUBREY HUFFMAN A ASSOCIATES, LTD.
AMENDED
FINAL
SITE
DEVELOPMENT PLAN SHOWING
RIO EAST OFFICE
RIO EAST COMMERCIAL
TAX MAP 61 PARCEL 124 C
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
ONE
AREA
t r i y Snot cp
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I �
` kIVAr,Nq
>�T
9;: L
IVY CAt(K I •fir • CAkRSbkU(
AALA ! t t it ,.i,
SNACK
MOUNTAIN FS J
w;1A
S(�WkklL ;'t Waaat igtt' t� ♦. i" ' hE5
R I DG EO I I"+P CG,
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IVY RI GE u RIDGE ,l r,o FOUR / 'y ES ls�al G.�A..r
t t / #SEASONS / u� ShopCw �/• 4 'o, fI�LUdkUdA 4 ��
/~ if J UFEry s�J. ; - - Q e.n.n1 -i 65 ';�1' • '
Z t1 L f � *` � KEE_ � lAy �,Z 1`. r d
GARUENCOURr 4 NERKMAR Cu '
ab
No�1'1iflElvs
46
- - ROSLYN
AiLIGHTS f SNOOD K MwM �f A�N�kE
owt a,,/ * 1NMIDG .: YERK Y ) F..A..o Soon♦ JA oe+.yu. 11 A ! 1 C
v 6 SAC h E Ko 1� C►e, I.Ka1 •.+N - Mau '}�I V+ M. M �, i ! +
< ^ i 5 • / VILLAC, E�►+` �` •M►fa/Y W.iM �\ .�,y}'JA� o ^� y a
\AN♦w..,l♦ i 1' nPKms 3 NEK1:.' t• .� y1"
J
AMYL 1�-1 wMTE>AC1 r�;�D�„��'� �'• -hu1,
,., PRO/ OhA.LVIl *Cj FIELD ( '► o C.n,l. a `� "\ ` -. na
C�EOkGETOWh 11 d 2 T �+ 1iRArvCHLAND a, " 6�I
Gf�EEN �Tk,,)(MRWN ` VIIALjAGE
\ FT4( / TDNNE 64, 1
��, ♦ < ERLEK . / ( o; 1/ �; C NAPEL / 1 .FFI I j
L _♦.
if � \ t .y 4- A d` r t 1� 1`,J�r�M• - �.'-�I, � �i,�`+ • I '
14 t ETl
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r �� y44
HI,$ILAN J�♦,• +j ��' NE'T 1y Chi �^ - \� �• :`, 1.n«
t� 1"E ADO ' ♦ • t k / 4
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ClA�t.(1Tj - 4 Ki♦yr 7_ f i INC
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5 VILLAGE 1 -
*•- ``tip �, d ..4 SQUARE '� r
j
VICINITY MAP
PUN PREPARED BY
SCALE : 1' : 2,000
B. AUBREY HUFFMAN
CHARLOTTESVILLE, VIRGINIA
AND ASSOCIATES, LTD.
IN.6PLCT1ON5 ULPAHT)ALN`T FIRE OFFICIAL
ZONING DEPAi (TMENT
ALbLMAP.Lk COUNTY SERVICE AUTHORITY
rr
PLANNIMO DEPAHTWiLINT
9r>Gy 2, 1927
ENGINcEAING DEPARTMENT
-
TQ4 7 -
VIHGiNLA DEPART1AcNT OF TRAWieORTATION
(Y 1,4
VIFiGINU1 DEPAriT1AVLW OF HEALTH
WE THE UNDEH.�ivNED CWEVELOPEH (8) UNDERSTAND THAT APPROVAL
OF THIS PLAN by THE COUoNTY OF ALLEMAALF DOES NOT
Ni CL_.1, &kiAiLY levD;iCATE VIHWNLA DLPAAT6iLW OF TfiAN.SPORTATION
( VOOT ) Af'PF40VAL OF THE PLAN. APPROVAL OF THE PLAN BY THE
COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY FIESPONSikkUTY
IN OdTAiNING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF
bUiLDIN{3 F'iJWITB AND / OH CERTIFICATES OF OCCUPANCY.
SHEET NO. 1 OF
STORM DRAINAGE STRUCTURES
NO.
TYPE
L
TOP
INV. IN
INV. OUT
1.
DI-3A
2.5
518.0
514.0
2.
DI-30
6
518.63
513.0
512.60
3.
DI-3A
2.5
516.60
510.0
509,9
4.
DI-3B
14
513.08
508.66
$06.43
rj
G)
c
/ \ Ngg0
e� 34
S '
O \c h
v,
LA
0 / Ar r
A ' - F. ' - n 1 4
Class A
r.n nr re to
- f 2"R
- •;., :.'.: ; =�'�; ::: • .1 Top of finished
paving slope
Compacted fi II or /.'• t..
undisturbed ea r t h
TY P I CA L S E C T 1 0 N
S I D E W A L K
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS'
/, M'/ b r' a 14` KEY BOTANICAL i MIN. CALIPER TOTAL HEIGHT TOTAL WIDTH AREA OF QUANTITY TOTAL AREA
' . r o n Bona N 4 COMMON NAME IN 10 YEARS IN 10 YEAR$ CANOPY OF CANOPY
c'on n 9 H (
Use �ommerc o Bonk OXYDENDRUM ARBOREUM I/4 18.7' 13.2 138S.F• 6 828 S.F.
r / SOUR WOOD
SITE BEN CHM A R KS �-
Mark on concrete at hole ` CERCIS C A N A 0 E N S I S 1 1/4 24 22.5 396 SF. 6 2376 S.F.
no II putt putt golf course `r_2 �J EASTERN R E D 8 U D
E I e v 521 60
F i r s t f I a o r of S o v r a n B a n k C 0 R N U S F L 0 R I D A I 1/ 4 1 9 1 4 1 1 5 5 S F 4 6 2 0 S F
E I e v 5 2 0 6 7 T j FL OWERING DOGWOOD
U S G S Do t o m V
QUERCUS PHELLOS 1 3/4 3 1 2 2 3 80 S. F. 5 1 900 S. F.
�'-_---___- r-4 WILLOW OAK
I L EX CORNUTA IB"-30 8 _ 7. 8' 48 S. F. 45 2 1 60 S. F.
O 8 U F 0 R D HOLLY
`T. M. 6 / Parce 1 124 E I -
/ o Zon / ng H C ° 32 , l3" E / NOTE STREET TREES SHOWN ON EAST SIDE OF RIO
U_ e : M/n/o7i,re Go/f C'aurse EAST COURT ARE FOR LONG RANGE PLANNING
N 2, l 7 / B E _ tJ /8 �__---- —
`'_ Z 3 \ / PURPOSES ONLY AND ARE NOT A PART OF TH I S
d SITE PLAN.
- ----- - --- -=------- -- --- — - - - - t - - /
EX/st Orivewo; o Ge removed /
1 2 Lood,ng Spaces
T 12 x 25
4 R� Tel
L meOH a /--_ -
�EXis
be em0ved h �/ �// �\ i '•`. /i S it l
to r
k'
25R/ /
r a / ) Bldg, 7 / /
e / v \ Service Soy Eels' / r-z
° he
v /
N � X?61
-- --- ` � Service SGy / /
h v I _/ _ l / - e rem °ye d i
De / T 2 13 Sp o ce s I //rVIA
_2
7�1
/35R
e v
_ P O v e m e n r M O t r i,� / � / D (� O C O
6 Avgr Bose Mo!er,ol et �� \ �15 Q18 o�
/63 /bs TypeSM2A Aspho/t 5/9 i ,� � � / � / / / ` h
5/6 60 / /
5 R -- _ I I / 30 Bui/ding Setback Line
F/o. L /
---- i /' - 3 5 'R T d 2 4 ` 3 I 2 // 20 Son.- S e w e rl Ease - m e n t
518 l /l S p o c e s ` 1 ` 1'R / // / 8 PVC SO n. ,S e we rr See Road Plan 8 Profile
t A/ Sp o c e s` 9 x1 / 8, (! y p l j � / Q � 1 For Continuation
/O i //86 C° 4. 84%
/.� 50
5
T_ 4 2p ro (� I� fl f- \. 5 wale/farm Ora/ a
t, soft- `YBD, \\10 EO _Woter
T_53.27 !25�j Me'e' R/W Ma o n-
4 105.25, Q--- `� ;'15 �'CP l56 L�1.8
T
_ a
n
ro ce
E
n -
- G _ - C
.-- CG l \ � CG ' �- - _. \' - - - \ \ \. \::-:\:• \ \.,. /: j , '' NOTE: REFER TO THE "FINAL ROAD 8
/ 2 275 to E i \ \ \ \ \\ \ \ \ \ \ \ / // �/ ��TUTILITY PLANS FOR ALL ROAD
\\ \ \ �, \ \ \ \ N \ R \/ \O \\E A S T / CIO U,�R / CONSTRUCTION DETAILS.
BOO /� a \ \ 4 \ \ \ �\ \ \ \ \ � I i _
4
/ ( 530—
See Rood Plan 8 Profi / e
_ r
�. ... For Continuation _--s
-o --- - - _ - _ _-- - - - \ \ 18 ` RCP \ \ \ \ \ \ \
- \ \ / R h o ded so the con
Fire - - � ° (' P p e to be bu e y \ �
r-/ \ _/ r \ \ T > \\ 8 @ I.O/o r� \
Hydrant � _-L � � L \ \ J � \ \ \b e opened l a��'_�
I \ 8 �./. Wterline \
/ -- \ EX/St Bldg \\� 20 Wide\ Wo/e line\E 3e mg n
emoved CRDSS SEC T / ON - R/O EAST COURT
" l Exist. Driveway � � � � \ \ \ \
/ to be removed
\
50' R,'W
5-- 3 B F - F - - - -
To Mop 6/ Parcel /24 A
Encore Investors Lid Par Inersh/ p
Zon/n 9 CO
Use Residen//ol
PLAN PREPARED BY:
B. AUBREY HUFFMAN & ASSOCIATES, LTD.
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
CHARLOTTESVILLE VIRGINIA
\o�
PLAN SCALE- /=20r
C%n- S-
SHEET N 0. 2
9 ,