HomeMy WebLinkAboutSDP200200030 Plan - Approved Final Site Plan and Comps. 2002-08-20ZMA ill 01-09
TAX MAP AND PARCEL NUMBER(S): TMP 62A1 PARCELS 2-4 2-4A. 2-5. 2(B)13
ACRES TO BE REZONED FROM R-2 AND R-6 TO PRE'
PURSUANT TO SECTION 33.3 OF -THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS DULY .AUTHORIZED
AGENT, HEREBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF
REZONED. THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT: (1)
THE REZONING ITSELF GIVES RISE TO THE NEED FOR THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE
RELATION TO THE REZONING REQUEST.
1. THE DEVELOPMENT ON TAX MAP 62A1 PARCELS 2-4, 2-4A, 2-5, AND 2 (B) 13 SHALL BE IN GENERAL. ACCORD WITH
THE PLAN PRODUCED BY DAGGETT AND GRIGG ARCHITECTS, TITLED "RIO SQUARE PRELIMINARY SITE PLAN" (TITLE SHEETS
AND SHEETS C-1, C-2, C-3; C-4, L-1, AND A-1), DATED JULY 16. 2001 AND LAST REVISED ON AUGUST 20, 2001.
ON SHEET A-1, THE RELATIVE LOCATION AND MASSIKG OF THE STRUCTURES, LANDSCAPING, THE BUILDING ROOF LINES,
AND ROOF PITCHES ARE PROFFERED AS PART OF THE APPLICATION PLAN FOR ZMA 01-03. FINAL DESIGN DETAILS SUCH
AS MATERIALS, JACK ARCHES, TYPES OF WINDOWS AND FIRST FLOOR MASTER BEDROOMS ARE NOT PROFFERED. NO
BUILDING CONSTRUCTION SHALL BEGIN UNLESS AND UNTIL THE DESIGN PLANNER DETERMINES THAT THE ARCHITECTURE IS
IN GENERAL ACCORD WITH SHEET A-1 OF THE APPLICATION PLAN..
2. THE OWNER MAY VARY THE SQUARE FOOTAGE OF OFFICE USE OR THE NUMBER OF TOWNHOUSE UNITS ON THE
APPLICATION PLAN; HOWEVER, FOOTPRINTS OF THE BUILDINGS AND USES WITHIN THE BUILDINGS SHALL BE IN GENERAL
ACCORD WITH THE APPLICATION PLAN AND THE PARKING PROVIDED FOR THE OFFICE USE SHALL BE NOT LESS THAN 90%
OF THE PARKING SPACES REQUIRED FOR THAT USE, AND THE PARKING PROVIDED FOR THE TOWNHOUSE DWELLING UNITS
SHALL BE NOT LESS THAN 40% OF THE PARKING SPACES REQUIRED FOR THAT USE, AS THESE USES ARE; DEFINED IN
SECTION 4.12 OF THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON DECEMBER 5TH, 2001.
3. IN ORDER TO LIMIT OFFICE USES WITH HIGH PARKING DEMANDS, PERMITTED USES OF THE PROPERTY, AND/OR USES
AUTHORIZED BY SPECIAL USE PERMIT, SHALL INCLUDE ONLY THOSE USES ALLOWED IN SECTION 23 COMMERCIAL OFFICE
OF THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON DECEMBER 5TH, 2001, A COPY OF THE SECTION(S) BEING
ATTACHED ' HERETO, EXCEPT THE FOLLOWING:
A DENTIST OFFICES (A PORTION OF 23.2.1.2);
B. CHURCHES; AND
C. BUSINESSES WHOSE SOLE PURPOSE OR PRIMARY ACTIVITY IS PROVIDING:
1) DATA ENTRY AND/OR STORAGE, SUBSCRIPTION AND/OR CREDIT CARD TRANSACTION PROCESSING; OR,
II) SOLICITATION OF SALES AND/ OR ORDER PROCESSING BY TELEPHONE, MAIL ORDER, INTERNET, CATALOG SALES OR
OTHER SIMILAR MEDIUM; OR,
111) MAILING UST PREPARATION.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO kr,!
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATIO- : -
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMei.
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE .PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL METHODS SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR
OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE iOPINION OF
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM T
CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE' PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) -
CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
WATER AND SEWER CONSTRUCTION NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORREiCT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552=7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE
TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE
LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
9. PROVIDE BACKFLOW PREVENTERS ON DOMESTIC WATER LINES TO COMMERCIAL BUILDINGS.
i�AL
.RIO SQUARE
A B MAR COUN r- I ly
�;. ��O V E
Do priment ug manni
ps
aS s lg,.e. - k iP nuj { ar
c, i e S . See
110
10- -, � -1 off F1614 &I %q 10 -0 Oka tj
VICINITY MAP..
NO SCALE
DRAWING INDEX
1
T-1
TITLE SHEET
2
C-1
SITE PLAN
3
C-1
.1
BASE MAP & DEMOLITION PLAN
4
C-1.2
UTILITIES PLAN
5
C-2
SITE DETAILS
6
C-2.2
STORMWATER PROFILES
& DETAILS
7
C-2.3
UTILITIES PROFILES &
DETAILS
8
C-3
EROSION & SEDIMENT
CONTROL PLAN
9
C-3.1
EROSION & SEDIMENT
CONTROL DETAILS
10
Z-1-
ZONING INFORMATION
11
L-1
LANDSCAPING PLAN
DEPT. OF ' AV \ -
DEPT. OF ZONING
DEPT. OF ENGINEERING
ALBEMARLE COUNTY SERVICE AUTHORITY
BUILDING OFFICIAL
FIRE AND RESCUE DIVISION
GENERAL NOTES:
WATER: EXISTING 18" IN RIO RD. & 6" IN WAKEFIELD RD.
FIRE
HYDRANT: NEW AT ENTRANCE
SANITARY
SEWERAGE: SANITARY SEWER ON SITE
REFUSE: CURB PICK-UP
BOUNDARY AND PHYSICAL INFORMATION BY:
ROUDABUSH
BENCHMARK: ON CURB DI LOCATED ON THE NORTH SIDE
OF RIO RD., 368 FT NORTHWEST OF WAKEFIELD ROAD.
ELEV: 557.08 (USGS)
THE SITE FALLS IN THE AIRPORT IMPACT AREA,
THE SITE IS NOT WITHIN A RESERVOIR WATERSHED.
THE SITE IS WITHIN A DEVELOPMENT AREA.
SITE DEVELOPMENT DATA
SITE DATA: TAX MAP 62A(1)-2, PARCEL 4
D.B.688 P.78( 0.84 Ac. PRIOR
ZONING: R-}6
TAX
B.26 1� P 61) 0.11 Ac. 4 PRIOR ZONING: R Y6
TAX MAP 52,A(1)-2, PARCEL 5
D.B.788 P.398 1.82 Ac. PRIOR ZONING: R-6
TAX MAC' 62A(1)-2-B, PARCEL 13
D.B.385 P.157 0.382 Ac. PRIOR ZONING: R-2
ZONING: ZMA 01-03
RE -ZONE TO PRD - PLANNED RESIDENTIAL DEVELOPMENT
PERIMETER
SETBACKS: 25' FRONT SETBACK
15' SIDE SETBACK
20' REAR SETBACK
INTERIOR PRD
SETBACKS: NO SETBACKS
LOCATION: ON RIO ROAD, EAST OF RT. 29, AT INTERSECTION OF WAKEFIELD ROAD
IN RIO MAGISTERIAL DISTRICT,
ALBEMARLE COUNTY, VIRGINIA
OWNER: THE KES!�ER GROUP,
2307 COMMONWEALTH DRIVE
CHARLOTTI:,SVILLE, VA 22901
EXISTING
CONDITIONS: THE Sr"`.:. 6 WOODED, WITH' OPEN YARD WITH SCATTERED TREES
BUILMN'Gii: 4,166 S.F. 3.0%
PAVEMENT: 3,822 S.F. 2.7%
OPEN: 2.96 Ac. 94.3%
TOTAL. `S' AREA: 3.15 Ac.
PROPOSED
DEVELOPMENT: TOWNHOUSES, SINGLE FAMILY RESIDENCES & OFFICES
18 TOWNHOUSES MAX.
SINGLE FAMILY RESIDENCES (3 MAX.)
EXISTING
LAND USE:
TO REMAIN
NEW
TOTAL
BUILDINGS:
2,755 S.F.
25,178
S.F. 27,933 S.F.
20.6% MAXIMUM
- SIDEWALKS:
0 S.F.
8,506
S.F. 8,506 S.F.*
6.3% IMP. AREA:
PAVEMENT:
770 S.F.
29,272
S.F. 30,042 S.F.*
22.2% 1.52 AC.
OPEN: ,
1.58 Ac.
50.9%
VDOT TAKE:
- 1,969 S.F.
TOTAL SITE
AREA:
3.11 Ac.
*- INCLUDES APPROX. 4,924 SY IN VDOT RIGHT-OF-WAY
RESIDENTIAL AREA: 68,057 S.F. (13 UNITS/AC.)
COMMON OPEN SPACE: 40,566 S.F. (60% OF RESIDENTIAL AREA)
COMMERCIAL AREA: 14,137 S.F. (17,500 S.F. GROSS AREA)
BUILDING
HEIGHT: 35' MAX.
EMPLOYEES: 43 MAX, (1/300 SF OF NET AREA - 0.75x17,5OO S.F.)
PARKING: REQUIRED: 15 SPACES 40% OF 2/RES. UNIT x 18 UNITS)
63 SPACES �90% OF 1/200 S.F. NET AREA-0.807,500SF)
78 SPACES TOTAL REQUIRED
PROVIDED'; '78 SPACES
(INCLUDES 2 VAN ACCESSIBLE SPACES)
LOADING PLANNING COMMISSION GRANTED APPROVAL OF A WAIVER OF THE
SPACE: LOADING SPACE REQUIREMENTS AT ITS MEETING ON MAY 28, 2002.
LIGHTING: NO OUTDOOR LIGHTING EQUIPPED WITH A LAMP WHICH EMITS
3,000 OR MORE INITIAL LUMENS IS PLANNED FOR THIS PROJECT.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS
3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF
LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT
LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROADS.
THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF 6) FOOT
CANDLE.
DAGGETT
GRIGG
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/296-3040
��LTH op
��01
O B. CLARK GATHRIGHT
u ni,, n• a -ins /?,i.
REV: 07-19-02'
REV: 07-18-02
PROJECT NO.: DATE:
0034 06-18-02
DRAWING NUMBER:
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/296-3040
REV: 07-19-02
REV: 07-18-02
PROJECT NO.: DATE:
0034 06-1 8-02
DRAWING NUMBER:
C-1 2oFIl
MATCHI_INE SHEET C-2
lain
nw
M �• i - j,1� � 5 / EXISTING I j
0�„G�Ta°' °p �. J — I / / / / ,. / / ` ' / / /—/� ' t / E N � OFLbE A L K
-
-� - 20 GARAGE I CCU-rNI C. , ' th, F ; OAK c� / �I
IF. FOP Fr _12 r 5�,� _- - �fE�iO E,, /TIE / ,
REMOVE
me L�I�iIT OF /GRADINGFra
\ \ REMOVE', i, �- � OAK ,� i v � Berne
¢9
�� \ Lan�rP 6„ _ _ _ ; _ - - - -' REMOVE ,, ---, b,549 6�
�J j ` - vcRGtREEjr ; _ ' ; ` '-�4C.30
\ 9 �' C OO R DLNA-TE. ,---' g o I I
\� .�0 5 ' 0, �._--- - -; - �� _ SE CCU E N C E OF- 's � , ' � 7 ", ' ' HICK.
\ � N6 �i - 'd' DEMOLITION .Af�D e
OAK
Q GRADI.N-C-iN tl /' c r
NS Q 1 PR•OPOSE:D NE1� I
RESIDENTIAL- T-OT '--'�` '
WITH --O�W N E R
/ REMOVE ENTRANCE , I
, , - \ /= , \ J� / CURES 8c GUTTER ` FF '
P.
paved
�/ F�EMGVF ` / ' / / ' REMOVE ,' REMOVE- _ ,/ - ' - A
oR�G� ' ' `� / ' ! , ri R l�'E / ' '' / ' / ' — / / ' ' ' / /1/ PARCEL L ,T ' ' ' / ' ' l /1' /
GTRIC
`'� �523� - - - - - - ' ' / ' D. B. 385 o 157(" /0 / ' ' , / ' , / ' , ' 0,��4 Ac. - _- �"` ERHEAD EL E _ 1
/ -p , ' 0v —
�,3 Ac, , - ' COORDINATE_ REMOVAL 0 Q \
' iPOWER LIiy.ES WITH VA POWER � ,' � / � `
`-
t��-� _ `� ----_ _ i �r / '/1j o R E fv10�GE' CO N C . DITCH ,
Rer. - _50.
/ 1. , _
65
RAME ;' ` /'' 41'/' A,(
32" / I _ �� ' - ' \
REMOVE / ' ' �rUtAP' „ S � ° - _ ®' I IA ! - - - �4-F` -, - _ TINE
- - REMOVE �2 0 24 4 s;� _ _ i PINE REMOF�,
-0� w��. _ 4 /' REMOVE �1 /.
a 1 STORY ST�G'�� RE�MOVL 9. � � - --_ _ - _ lV � � �� 921�- %� \ /
540 t ' / ' W BASS Il/1c EN �_ _ _ i _ _ 6° 0 5�, =2t�.
20.
32.68
REMOVE _-----'�`.
24
\�/. F °��• - ' ' / ' / ' _ r-IEfM. HOLLY ,' / / �� \ \ �
1 EEi OVE
i.
r
_ y' MAP.
/ - - - - - - - -
\\ REMOVE -
REMOVE
/
REMOVE-\ - _ _ _ - - / CULVERT TOREMAINUNTIL ROUGH \ \
/GRADING AND, S`TOR�iiWATER�-P-I-PING AND
,STRUCTURES ARE IN PL-A _E.
CONC PADS / ' REMOVE CULVERT PRIOR TO FINAL \ \
�� ' • ° ° t - - \�` - - I - GRADING AND PAVING OF ENTRANCE.
\� / � .�; _ - _ _ - _ _ _ - - I J- �, � � . . • • . , /- - - �' / ` � SEE SHEET C-3 \ � \
Vt
/ 2, Q5—' ,_ �`' �7.32'N. VV of Line ET_
t _----- _ 11.=509.62
.1 c-n-lime---- — — — — —— ___ ___—' l_,— �, 9CRAvEI'
CLEAR AND GRUB 1-0 _—= ---'
- _ - LIMIT OF GRADING '
.°_----------------- _ '-7M.62A(l)�-2 -' _------
PARCEL -5
D, B. - 768 p. 39 8 (p /cq.
I. S %%2N77' off Line ~ LIMIT OF GRADING -
,
/
\ Top=515.12
\ Inv=508.72 \`
A
\ ° A
'
' \ \\ • k f
WCR
IIi5P2.2i1 '�---..--•.-__-°`�_: .........
LIMIT OF GRADING
40 /3! REMOVE. -CONC. DITCH
8`3
- - I-L- 4-98 — a L
NOTES — - \--_`= --•-1 - �-�; — — _ ` •-� "' IND_ OF DEMO.--,,
1. SEE EROSION AND SEDIMENT CONTROL PLANS A,,.)
PLAN CHECKLIST FOR TREE
AND CONSERVATION „ - _ _```-` �..__"`_�__=••._ `-,. _ �''�`-' �-- � � \ �r � \
PROTECTION MEASURES. c-I . SCE. 1 20
1 $HEFT\ C-2
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/9 71-8848
FAX: 804/296-3040
r4
PROJECT NO.: DATE:
06-1 5-02
DRAVVING NUMBER:
C
3 OF 11
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE. 804/971 -8848
FAX: 804/296-3040
I
REV: 07-18-02
PROJECT NO.: DATE-
0034 06-18-02
DRAWING NUMBER:
0---N --A
24 OF 11
ARCHITECTS
'1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971 —8848
FAX: 804/296-3040
p000,
Pei
PROJECT NO.: LATE.
ffelmill
DRAWING NUMBER:
OF 11
CURB ABOVE
SIDEWALK ABOVE
- r
DETENTION RISER
f
MANHOLE IN CURB DI ABOVE
7' DIA. MANHOLE
DET. ORIFICE
STEPS SET IN LINE @ 12" O.C. `
'O
MANHOLE IN CURB DI ABOVE
L-
�C-29,)SCALE: NONE �
4 FT. CHAIN
LINK FENCE
F
BASIN
VOLUME
AREAS
ELEV. SO. FT,
508 3540
507 3301
506 3070
505 2845
504 2628
I I
II A
u
II
Si
6" SCH 40 PVC W/ 1 " DIA.
PERFORATIONS, MIN. OF 12, AT LEAST
12" ABOVE BIOFILTER SURFACE.
PROVIDE 3" DIA. ORIFICE-INV: 504.0
VDOT #3 STONE BERM
1. THE 810-FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS ADEQUATELY
STABILIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861.
2. THE BIO-FILTER SOIL MIX MUST BE LUCK BIO-FILTER MIX OR TESTED AND
APPROVED EQUIVALENT. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES
PERSONNEL AT (434)296-5861.
3. THE BIO-FILTER SOIL MIX MUST BE STABILIZED WITH SOD ALONG WITH THE
PRE -CAST 64" I.D. TREES AND/OR SHRUBS LISTED ON THE PLAN.
ANTI -VORTEX CAP 4. FORM OPENING AS A KNOCK -OUT. REMOVE WHEN CONVERTED TO BIOFILTER.
W/ DI-1 GRATE BY 5. PROVIDE A PERMANENT WATERTIGHT PLUG IN DEWATERING ORIFICE WHEN
AMERICAST, CONVERTED TO BIOFILTER.
OR APPROVED EQUAL ff
1 xWQV EXT. DET. W.S,E. 505.25
SURFACE ELEV: 504.00
2'
H 4 V CLEAN-OU 6 SC 0 P C
AT
W RE
MOVABLE
VABLE WATERTIGHT CAP
@ 50 FT. O.C. MAX. :.........:.......:..
6' MIN. Q. CONTROL ORIFICE SHALL BE 6 SCH40 PVC SCREW CAP lifllrl ORIFICE HOLE
DRILLED TO DIAMETER SHOWN IN DETAIL.
508.50
I I
2'1
RISER --- --- -/'�'�nNO
u S�Qp(STRUCTURE 11) BERM COMPACTION SHALL BE A MINIMUM OF
95% IN ACCORDANCE WITH ASTM D-1557 AND
0 WITHIN % 2 OF OPTIMUM MOISTURE CONTENT.
MAXIMUM LIFT HEIGHT OF MATERIAL SHALL BE 8".
18" RCP PIPE @ 0.5%
INV, 500.50 (STRUCTURE 12)
1 7o SLOPE f COMPACTED SOIL J
J AROUND RISER
TURF COVER W/ PLANTINGS -SEE SHEET L-1 NOTE 4
LUCK BIO-FILTER MIX, 2 FT. MIN. 4" DIA. ORIFICE -
SEE NOTE 6 '48" DIA,
RCP RISER
VDOT #57 STONE
WRAPPED IN FILTER FABRIC 6 FT. SQ. CONCRETE BASE
6" SCH 40 PVC PERF. @
1.0% SLOPE W/10 FT. O.C. SPACING
CURB DI-
60" DIA. RCP
(STRUCTURE #4)
8" DIA. ORIFICE
INV: 507.60
STRUCTURE #5
SEE DETAIL 8/C--2.2
FOR PIPE ALIGNMENTS
2' DIA MANHOLE
W/ ADJUSTMENT RINGS
�7' DIA PRECAST MANHOLE
W/ H-20 RATED FLAT TOP
RISER ELEV:
513.00
-36" RCP RISER
15" DIA.- RCP'
STRUCTURE #10)
Y
II�
r
}( s
F
2 b
{
SCME: NONE
510
505
�G
well,
495
.AIJ I IIVl7 F V-! ri
2 -03=1
a
SCALE:
STRUCTURE 10
BIOFILTER
-:. .i P:` ..i .,:. }` '.s.`... S %''k •: 4:- _ :, ..,.' t . ... .eR ::;'.7T• .. a t..:
. ,.. k. l5 .. t .. ,., .. .� -im.� , ,... ... i.. , _,- w3 ,a... ,•-.." .; i<5' ri �. -:� ' �tiG�z? ...:_.. .::
NONE
NO.
1
STATUS
NEW
TYPE
D-3B
LENGTH
'10'
TOP
522.10
SLOPE
-
INV. IN
-
INV. OUT
518.10
NOTES
PRECAST STRUCTURE
2
NEW
15"
14'
-
8.8%
518.10
516.86
CLASS III RCP
3
NEW
MANHOLE,
-
521.45
-
516.86
508.23
7' DIA. PRECAST MANHOLE W 4DIA TO GRADE do STEPS ®12" O.C.
4
NEW
60"
1 26'
-
0.5%
508.23
507.60
CLASS III RCP
5
NEW
DI-38
8
516.3
-
507.60
507.60
7' DIA. PRECAST MANHOLE WZ H-20 FLAT TOP- SEE SHEET C-2.2
6
NEW
DI-39
8'
516.27
-
-
511.52
4 DIA. PRECAST MANHOLE
7
NEW
15"
60'
5.5%
511.52
508.18
CLASS III RCP
8
NEW
DI-3B
6'
514.25
-
-
509.91
4 DIA. PRECAST MANHOLE
9
NEW
15"
41
1.0%
509.91
509.50
CLASS III RCP
10
NEW
15"
22'
5.0%
507.60
506.50
CLASS III RCP W ES-1
11
NEW
-
-
504.00
-
-
-
WQ STORM RISER W TRASH RACK
12
NEW
Fl8"
24
0.5%
1 500.-50r
500.38
CLASS III RCP W/ES-1 & OUTLET PROTECTION
2,
w,
I
� i
18" RCP
w
o
®I
Q.
I
w
I--
CCN
ry
Cy
n
PG-2A TIRAN
ITION
0
(SIMILAR)
c0
+
SEE DETAIL
7/C-2.2
0
cn
I
525
520
515
510
505
500
V . V V
520
515
510
520
515
510
8)
a
c�
� r
co 0 0
n r) Ln
i
i
• P'
e
INV Ouf: .•
STORM PRORILE
•
No
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/296-3040
REV: 07-18-02
PROJECT NO.: DATE:
0034 06-18-02
DRAINING NUMBER-
545
530
525
520
515
510
0+00
o
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lagammmommoffinalm
SCALE: I" = 20' I-IOBJZ. 1" = 5' N/ERT.
530
525
520
515
510
505
525
520
515
510 I 0
Q �I Ln
+9--
505
500
INV IN:
495 1 1
0+00
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6'
m
CRETE SLOPE ANCHOR
0+50
Il<i Will
NOTE 1 — WHERE PIPELINES ARE TO BE INSTALLED IN FILL AREAS, THE FILL SHALL BE COMPACTED
TO 95% OF THE OPTIMUM DENSITY AS DETERMINED BY AASHTO T—DD TO AN ELEVATION NOT LESS
THAN THIRTY—SIX (36) INCHES ABOVE THE PIPE DELLS BEFORE EXCAVATION BEGINS FOR THE PIPE
TRENCH. CERTIFICATION SHALL BE REQUIRED OF ALL COMPACTION IN FILL AREAS, AT INTERVALS AS
DIRECTED 9( THE AUTHORITY. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST'
AND SHALL STATE THE EXACT AREA THE CERTIFICATION APPLIES TO..
530
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540
535
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1 +50
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2+00 2+50 3+00 3+50
4 � _
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TO 4" VALVE i
& TYPE A
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NOTE 1
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0+00 0+50 1 +00 1 +50 1 +00 2+50 3+00
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTI•IORITY ON JA14UARY 15, 1998.
3+50 1 �� 4+00 ,
-2. ;)SCALE: I" = 20' IIOBJZ. I" = 51 'VE1 f.
1001 E. MARKET ST,
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/296-3040
PROJECT NO.: DATE:
0034 06-18-02
DRAWING NUMBER
•.
4-_ J 7 OF I I
4
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/296-3040
0034 06-18-02
DRAWING NUMBER:
'u"� 80F11
CONSERVATION PLAN CHECKLIST
(Handbook, pp I11'284-111-297 for complete specifications)
+] 1. The following items shall be shown on theUlan:
Trees to be saved;
Limits of clearing (outside drip line of trees to be saved);
Location and type of protective fencing;
__._____.______ Gradachanges-requiring tree -wells -or -walls;•- ---
Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
'�fl 3. Pre -Construction Conferences
Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage;,
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be
permitted within the driplines of trees to be saved.
"E] S. Soil Erosion and Stormwater Detention Devices:
Such devices shall not adversely affect trees to be. saved.
'-10 6: Fires:
Fires are not permitted within 100 feet of the dripeline of trees to be.saved.
16] 7. Toxic Materials:
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
I S. Protective Fencings
Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or
construction.
❑ 9. Tree Wells:
N' q. When the'ground level must be.raised within the dripline'of a tree to be saved, a tree well shall be provided
and a construction detail submitted for approval.
❑ to.
Tree Walls:
When the ground level must be lowered within the dripline of a tree to be saved, a tree wall shall be
provided; and a construction detail submitted for approval.
11.
TrenchinL,and Tunneling:
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of
trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated
.that necessary trenching will destroy feeder roots.
Is 12.
Cleanup-,
Protective fencing shall be the last items removed during the Final cleanup.
13.
Damaged Trees:
Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a
tree. specialist.
NOTE: rT IS THE DEVELOPER'S RESP NSIBI�L�ITY ONFEER�WIIT1l TILE CONTRACTOR ON TREE CONSERVATION
REQUtREttitENTS.
L
O ER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
3" SM-9.5 W/
6" #21 -A BASE '
EXISTING ROAD CURB
2% SLOPE 2% SLOPE
SECTION FILTER CLOTH
70' MIN I
-A ASPHALT PAVED
WASHRACK
:.
:.c,4
4-
" __ -POSITIVE DRAINAGE TO
SEDIMENT TRAPPING DEVICE
PLAN
12' MIN. (EXTEND TO FULL WIDTH
OF INGRESS ,AND EGRESS OPERATION)
27 SLOPE
vtf-
SECTION A -•A
NOTE: 1 " DIA. MIN. WATER TAP W/
11" DIA. MIN. WASH HOSE REQUIRED
EXISTING ROAD CURB
THE TEMPORARY PAVED CONSTRUCTION ENTRANCE AND WASHRACK MUST BE
INSTALLED PRIOR TO, GRADING SITE, WITH THE EXCEPTION TO THE REQUIRED
EROSION CONTROL MEASURES AS SHOWN ON THE PLAN AND AS DIRECTED
BY THE EROSION CONTROL INSPECTOR.
5 PANE 0`NS T T T TION ENTRANCE
SCALE: NONE
67 C.Y./ AC. -
"WET" STORAGE
DRAINAGE AREA: 2.7 AC.
181 C.Y. WET STORAGE REQUIRED
204 C.Y. PROVIDED
SEDIMENT CLEANOUT POINT
("WET" STORAGE REDUCED
TO 34 C.Y./ ACRE)
�----�• 4.5' MIN. COMPACTED SOIL
VDOT EC-3
18 MIN.
WN
ENTRENCH 6"
4Ie,EA N .� I V'ERON I"ETAIL
.3.1 SCALE: NONE
3 TREE PROTECTION DETAIL
C-3.1 SCALE: NONE
PROVIDE ADEQUATE
STRAPPING
1\Vr INI.JLI\
POLYETHYLENE CAP
SET TO RISER ELEVATION
INV: 503
PERFORATED POLYETHYLENE
DRAINAGE TUBING, 6" DIAMETER
;0-STYLE " COUPLING
RING ORIFICE, 4" DIAMETER
LE 40 PVC STUB 1-FOOT MINIMUM
NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB
FOR DEWATERING ORIFICE
DRAINAGE TUBING SHALL COMPLY WITH ASTM F667
AND AASHTO M294
2 DE1WATERIN DEVICE ETAIL
SCALE: NONE
ELEV: 506.20
ELEV:
DRAINAGE AREA: 2.7 AC.
181 C.Y. DRY STORAGE REQUIRED
67 C.Y./ AC" DRY "STORAGE
190 C.Y. PROVIDED ELEV: 508.5
DEWATERING DEVICE
INV: 503
SEE DETAIL 2/C-3.1
SEQUENCE OF CONSTRUCTION
1. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, TEMPORARY SEDIMENT
TRAP W/RISER AND CONCRETE OUTFALL DITCH, TEMPORARY DIVERSION
DIKES, AND TREE PROTECTION.
2. EXCAVATE AND GRADE AFTER ALL EROSION AND SEDIMENT CONTROL
STRUCTURES ARE IN PLACE.
3. REMOVE SILT FROM TRAPS AS REQUIRED FOR GENERAL MAINTENANCE.
4. CONSTRUCT BIOFILTER PER SHEET C-1.2 AND C-2.2 AFTER THE
EROSION CONTROL BOND IS RELEASED.
NOTES
1. INSPECTIONS OF PROPOSED BMP'S MUST BE CONDUCTED AT TWO
PHASES OF THE CONSTRUCTION -"ROUGH GRADING" AND "FINAL
CONFORMANCE". COUNTY STAFF, THE DEVELOPER OR HIS/HER
REPRESENTATIVE, AND THE DEVELOPER'S ENGINEER SHOULD BE PRESENT
AT THE INSPECTION; THE DEVELOPER OR HIS/HER REPRESENTATIVE IS
RESPONSIBLE FOR NOTIFYING THE PARTIES SUGGESTED TO ATTEND.
2. ALL DEMOLITION & CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN
AN APPROVED LANDFILL DISPOSAL AREA. (SEE SHEET C-1.1)
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE
CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE
FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
1. SHOULD SEDIMENT BASINS AND/OR SILT TRAPS BE REQUIRED, THEY
WILL BE CLEANED AND MAINTAINED ACCORDING TO THE VIRGINIA EROSION
& SEDIMENT CONTROL HANDBOOK.
2. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT
BUILDUP THAT WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED.
3. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR
UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS
REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF
SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER.
4. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND
RESEEDED AS NEEDED.
5. THE ACCEPTANCE OF APPROVAL IMPLIES THAT THE APPLICANT HAS
AGREED TO USE THE MATERIALS AS INDICATED ON THE EROSION CONTROL
PLAN, ATTACHMENTS AND SAMPLES SUBMITTED. ANY CHANGE IN THE
APPROVED DESIGN OR MATERIALS WILL REQUIRE AN AMENDMENT TO THE
PLAN AND MUST BE REVIEWED AND APPROVED BY THE COUNTY OF
ALBEMARLE ENGINEERING DEPARTMENT.
ELEV: 499---/ REMOVE DEWATERING DEVICE AND PLUG HOLE
STRUCTURE 11 WHEN CONSTRUCTION OF THE BIOFILTER IS
SEE DETAIL 4/C-2.2 PERMITTED.
NOTE: BERM COMPACTION SHALL BE A MINIMUM OF 95% IN ACCORDANCE WITH ASTM D-1557 AND
WITHIN 2% OF OPTIMUM MOISTURE CONTENT. MAXIMUM LIFT HEIGHT OF MATERIAL SHALL BE 8".
1 TEMP. SEI)IIENT TRAP ETAIL
-3.1 SCALE: NONE
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS VR 1325-02-00 EROSION AND SEDIMENT CONTROL
REGULATIONS.
ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK
PRIOR TO THE PRE- CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO
THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINIAL INSPECTION.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN SHALL BE NIAINTAINED ON THE SITE AT ALL TIMES.
ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED
TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL
SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING
AUTHORITY.
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES
AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO
AN APPROVED FILTERING DEVICE.
ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/296-3040
REV: 07-18-02
PROJECT NO.: DATE:
0034 06-18-02
DRAWING NUMBER:
9OF11
\ Y i GRETCHEN M. c TELLING
' TM. 62A(1)-2-A
` \ PARCEL '15 i
\ D.B. 385 p.157(plat)
i D.B. 1614 p.1.56
GRETC14EN M. STELLING � ZONING: R2
TM. 62A(1)-2-A PRESENT USE: RESIDENCE
PARCEL 14
D.B. 385 p.157(plat) �
` D.B. 1614 p.156
\ ' GEORGE A. & GRACE BULL ZONING: R2
TM. 62A(1)-2-A ` PRESENT USE: RESIDENCE---
\ , \ PARCEL 13 \ . - ---- - ' ----.
\ \\ \ D.B. 385 p.157(plat) --"
.\ \ D.B. 40.2 p.301
\ ZONING: R2 -'
\ \\ \ PRESENT USE: RESIDENCE
\
\ \ GERALDINE J. BEALE- \
\ \ TM. 62A(1) -•2-A
PARCEL 12 \
\ L OUIS B. & D.B. 385 p.157(plot) \
\ MARGARET PROFFITT \ U.B. 401 p..250
\ ` \ ZONING: R2
PARCEL 11 \ PRESENT USE: RESIDENCE
\ D.E3. 385 p.157(plat) \
\ \\ 0.8. 387 p.103
\ 7-0NING: R2
LAN CAO PRESENT USE: RESIDENCE
TM. 62A (1) -2 -A
PARCEL 10 `
D.B. 385 p.157(plat) '
\ D.B. 1428 p.136
` ZONING: R2
\ PRESENT USE: RESIDENCE
WAKEFIELD \
SUBDIVISION
D.8.385 p.157
\
'vim> O
>. \
0
IF.
Axle
\\ ZONING: R2 Fnd.
\ ? PRESENT USE: RESIDENCE
DAVID &
MARY LOU MORRIS
` TM. 62A(1)-2-8
�\ 9 '� PARCEL 12
\ \ \ (PARCEL 12A PER PLAT)
' \ D.B. 412 p.326(plat)
\ \ D.B. 444 p.174
FRAME .
\� LAWRENCE- CASSADA
` RANDALL L . ROL.LEN \ /
' TM. 62A(1)--2--8
\PARCEL II \ :.,•,
D.B. 412 p.326(plat)
D.B. 1791 p.457
\ ZONING: R2 2.05'
\ \ PRESENT USE: RESIDENCE '•'�� n ire a
0
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LO'
\ •�� ff�d `
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SUBDIVISION \ t
D.8.385 p.157 \
\ 25.E SLOF
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fr
t
t
I
r
r
NKLIN COURT LTD. PARTNERSHIP
TM. 62A(1) -.3
PARCELS 835-900
FOUNTAIN CT. CONDOMINIUMS
D.B. 504 p.587(plat)
ZONING: R15
PRESENT L1SE: APARTMENT COMP1
BOUNDARY INI=ORIviATION
TO APPROVED PLATS,
CONCEPTUAL.
ZONINGI1�T1� C)RMA'I'ION
SCALE: 1" = 30'
I ,
I d +
I I
I, +
,
1
I I 1 I \
I I I I
I I I I \
1 ? I II \ +
I
I \ I
r
_tl \ \
\ \\ --A
\ \\ A \ \
\ \ \ \ \ CHARL OTTESVI L L E CHURCH
OF THE BRETHREN
fM. R EL(1)
ZONING: R2
� 1 \ t ` PRESENT USE: CHURCH
\ YDO\T T KE\� 1,
m 1 I \
ARCHITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE: 804/971-8848
FAX: 804/'296-3040
PROJECT NO.: DATE:
0034 06-:18-02
DRAWING NUMBER:��
1�O.F11
um
xwu
' / ' , / / EXISTING �REELINE�
20 '' ,' � / 1�6OAK / 1i3 ' / PA /
/ POP - / - , / PINE
REDBU
Story Frame /
baSem 6� / '
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
�1
37OAK / HICK.
// / TO(D
TOj• I
TO — / PA < / 7 /
T iviF 0P.
IG
/ (7 / 2
SANS A 53Sw
/
N /
r /
' IGPT
Ic PA)
/ CC
Ic
/
P. r y
GT
NOTE 2
Ic
5-2
FT
j
FRS'\ME I , - :.' ..-'::.: L IV
A TL;
CR-
• . \\ - \ \
LANDSCAPING SCHEDULE
SYMBOL
PLANTING
SIZE
QUANTITY
10 YEAR
I EXISTING TOTAL
NOTES
COVERAGE
x1.25 OVERAGE
STREET
LONDON PLANE TREE
PLATANUS XACERIFOLIA "BLOODGOOD"
PA
1.5"-1.75" C
8
368
2944
B&B
SHADE
�
SHADEMASTER LOCUST
GLEDITSIA TRIACANTHOS "SHADEMASTER"
GT
2"-2.5" C
8
240
1920
B&B
SWEET GUM
LIQUIDABER STYRACIFLORA
LS
1.5"-1.75" C
5
424
2120
B&B
RED OAK
QUERCUS RUBRA
2
335
419
838
U
WHITE PINE
PINUS STROBUS
1
119
149
149
`
HICKORY
z
CARYA, SP. ?
1
240
300
300
w
TULIP POPLAR
LIRIODENDRON TULIPIFERA
1
638
798
798
MAPLE
ACER RUBRUM
1
286
358
358
REDBUD
CERCIS CANADENSIS
1
396
495
495
FOREST PANSY REDBUD
"FOREST
CC
1-1.25"
2
396
792
B&B
CERCIS CANADENSIS PANSY"
CRABAPPLE VARS.
--ALUS "INDIAN SUMMER,
MF
5'-6'
4
240
960
B&B
PRAIRIE FIRE, INDIAN MAGIC"
CELESTIAL WHITE DOGWOOD
CORNUS X "RUTDAM"
CR
1-1.25"
7
155
1085
B&B
SCREENING
JAPANESE BLACK PINE
PINUS THUMBERGII
PT
4'-5'
50
119
5950
B&B
DARK AMERICAN ARBORWITEA
TO
4'-5'
11
10
110
B&B
THUJA OCCIDENTALIS"NIGRA"
NELLIE STEVENS HOLLY
ILEX ' NEL LIE R. STEVENS
IN
1.5'-2.5'
3
44
132
B&B
TOTAL CANOPY: 18,951 S.F.
SYMBOL
PLANTING
QUANTITY
SIZE
SOFT TOUCH JAPANESE HOLLY
ILEX CRENATA "SOFT TOUCH"
IC
#3
100
HENRY GARNET SWEETSPIRE
ITEA VIRGINIA "HENRY' GARNET"
IV3
25
SUMMER SWEET CLETHRA
CLETHRA ALNIFOLIA
CA3
6
�
HICK'S YEW
TM
2 1/2'-3'
20
TAXUS x MEDIA HICKSII
cn
VIBURNUM
VIBURNUM RHYTIDOPHYLLIM
VR
2'-2 1 2'
39
cn
INKBERRY
ILEX GLABRA
IG
2'-2 1 /2'
43
HEMEROCALLIS
DAYLILY VARS.
H
—
200
. 1 VR
/ _i L.1 1 /Lj
/ O
20
NOTE 2
{ LS — — ( P — 1 / 1 1 _ /® , LQLLI
i
N W.Ljj/CR
VR
VR
•lccEN
MF � — 1 T �®y R25,//
Act
CR
— — —
PT
l-D
CA
,,,,zxb
'y'�:TM
/ — — — e—t.iYYa Irs•:<,icl — '�". P.l.'.'gy•yy��� m_ / _ ,G
MULCH UNDER PINES _ \
/ / / _ _ <cSYY! `rZiL,'Eiia ° `—Y-• 'ter �•`+ •''•: / 'mw. /////� LS VLS
\
500 — — — — — — — — — �_ _ ix+„4s%r, vacs;,,:•._ °° , f ,T'`' _ "v' "" 1 /{�•'(y) /`� l�
•^' ° a a •... :. :_ _ `. ""`a ++..•mow... `� VY`t t • !CAla�p \ \
LANDSCAPING REQUIREMENTS
REQUIRED
PROVIDED
SYMBOL
QUANTITY
10 YEAR
COVERAGE
I TOTAL
COVERAGE
STREET TREES
1 PER 50 FT. FRONTAGE
xx 450 FTF T.
9 TREES
PA
8
—
—
LS
1
—
—
PARKING
5% OF PAVED PARKING
.05 x 25J 70 SF
1,259 SF COVERAGE
1 TREE PER `10 SPACES
xx 78 SPACES
8 TREES
CT
8
240
1920
LS
3
424
1272
CC
4
155
620
MF
2 1
240
480
TOTAL: 17 4,292 SF
CANOPY
(15% OF ILAND AREA)
LAND AREA =
TOTAL SITE — OPEN SPACE
3.11 AC.-- 0.93 AC.=2a18 AC.
15% OF 2.18 AC,-14,244 SF
TOTAL:18,951 SF (SEE SCHEDULE)
BIOFILTER
LS
2
CA
6
IG
5
x,.y(Y< ��
PT
_
...�
\
NOTES
'� 4"iYY;tt(
/
• •�'f •: •.V '. "
I4 G
—CA f
I
1 GRADED AREAS ARE TO BE PLANTED IN
}.1 /
✓:x5"vvYZ :.>.ZC:EiS% .iakr/:`rl
/ --- — _ _
PT
/
.ALL
GRASS PER THE EROSION AND SEDIMENT
k4l,
CONTROL L PLAN, UNLESS OTHERWISE NOTED.
1
_
—
— _ �" °Yr443Y
•(•
2. 2 FT. MAX. TREE ENCROACHMENT IN WATER
\ — ' ��p — — ,'—=---_ — —
_ b,-Y=Y _ _
_
_
x. -
EASEMENT APPROVED BY ALBEMARLE COUNTY
SERVICE AUTHORITY.
]LANDSCAPING Pl-jk�N
zas,Yawr
�;- SCALE;: 1" = 20'
ARC H ITECTS
1001 E. MARKET ST.
CHARLOTTESVILLE, VA
VOICE. 804/971-8848
FAX: 804/296-3040
REV: 07-1 8-02
PROJECT NO.: DATE:
0034 06-18-02
DRAWING NUMBER:
11 OF 11