HomeMy WebLinkAboutSDP201300059 Plan - Approved 2014-08-06ZMA # 01 -003
TAX MAP AND PARCEL NUMBER(S): TMP 62A1 PARCELS 2 -4. 2 -4A, 2 -5, 2(0)13
3.15 ACRES TO BE REZONED FROM R -2 AND R -6 TO PRD
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 MASSING 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,
III) MAILING LIST PREPARATION.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.
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 OPINION 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 TRAFFIC
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 CORRECT. 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.
RIO SQUARE
ALBEMARLE COUNTY
VIRGINIA
OWNER /DEVELOPER:
VICINITY MAP
NO SCALE
DRAWING INDEX
1 T -1.0 TITLE SHEET
2 C -1.0 OVERALL PRD SITE PLAN
3 C -1.1 BUILDING B DEMOLITION 8c SITE PLAN
4 A -1.0 BUILDING B PLANS & ELEVATIONS
16 111
DEPT. OF PLANNING
DEPT. OF ZONING
DEPT. OF ENGINEERING
ALBEMARLE COUNTY SERVICE AUTHORITY
BUILDING OFFICIAL
FIRE AND RESCUE DIVISION
GENERAL NOTES: (AS ORIGINALLY APPROVED)
WATER: EXISTING 18" IN RIO RD. & 6" IN WAKEFIELD RD.
FIRE
HYDRANT: NEW - AT ENTRANCE
SANITARY
SEWERAGE: SANITARY SEWER ON SITE
BOUNDARY AND PHYSICAL INFORMATION BY: NEW PHYSICAL INFORMATION BY:
ROUDABUSH S.L. KEY INC.
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.7822
0.84 Ac.
PRIOR ZONING:
R -6
TAX MAP
62A(1) -2,
PARCEL
4A (RIGHT -OF -WAY)
D.B.265
P.5766
0.11 Ac.
PRIOR ZONING:
R -6
TAX MAP
62A(1) -2,
PARCEL
5
D.B.788
P.3988
1.82 Ac.
PRIOR ZONING:
R -6
TAX MAP
62A(1) -2
-B, PARCEL
13
D.B.385
P.1577
0.382 Ac.
PRIOR ZONING:
R -2
ZONING: ZMA 01 -03
C
ui
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:
EXISTING
CONDITIONS: THE SITE IS WOODED, WITH OPEN YARD WITH SCATTERED TREES
BUILDINGS: 4,166 S.F. 3.0%
PAVEMENT: 3,822 S.F. 2.7%
OPEN: 2.96 Ac. 94.3%
TOTAL SITE AREA: 3.15 Ac.
PROPOSED
DEVELOPMENT:
18 TOWNHOUSES MAX.
SINGLE FAMILY RESIDENCES (3 MAX.)
EXISTING
LAND USE: TO REMAIN NEW
BUILDINGS: 2,755 S.F. 25,178 S.F.
SIDEWALKS: 0 S.F. 8,506 S.F.
PAVEMENT: 770 S.F. 29,272 S.F. '
OPEN:
VDOT TAKE: - 1,969 S.F.
TOTAL SITE AREA: 3.11 Ac.
*- INCLUDES APPROX. 4,924 S.F 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)
BUILDING
HEIGHT: 35' MAX.
EMPLOYEES: 43 MAX. (1/300 SF OF NET AREA - 0.75x17,500 S.F.)
PARKING: REQUIRED: 15 SPACES (40% OF 2 /RES. UNIT x 18f UNITS)
(INCLUDES 2 VAN ACCESSIBLE SPACES)
LOADING PLANNING COMMISSION GRANTED APPROVAL OF A WAINER 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 RIURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF G)) FOOT
CANDLE.
AMENDMENT REVISIONS
OFFICE BUILDING B AREA IS CHANGED FROM 10,700 G.S.F. OF OFFICE
AREA TO:
• 4,271 G.S.F. OFFICE AREA
• 3,271 G.S.F. COMMMUNITY AREA
• 2.271 G.S.F. PARKING AREA
9,813 G.S.F. TOTAL
THE BUILDING FOOTPRINT IS REDUCED BY 647 S.F., FROM 4,168 S.F
TO 3,521 S.F.
THE SIDEWALK AREA IS REDUCED BY 420 S.F.
PARKING:
• 8 NEW INTERIOR SPACES
• 2 NEW EXTERIOR SPACES
10 NEW SPACES TOTAL
549 S.F. OF PAVEMENT IS ADDED.
LANDSCAPING:
• REPLACE EXISTING PLANTED LANDSCAPING DISTURBED BY
CONSTRUCTION
4ADD TREE ORIGINALLY SHOWN ON LOT 4 THAT WAS NOT PLANTED.
E SHEET C -1.1 FOR SCHEDULE)
COMMERCIAL RENTALS LLC
679 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
TOWNHOUSES, SINGLE FAMILY RESIDENCES, OFFICES & COMMUNITY SPACE
CHANGE
BUILDINGS: -647 S.F.
SIDEWALKS: -420 S.F.
PAVEMENT. +549 S.F.
OPEN: +518 S.F.
TOTAL
27,286 S.F.
8,086 S.F.
30,591 S.F.
1.58 Ac.
20.1% MAXIMUM
6.2% IMP. AREA:
22.6% 1.52 AC.
51.1%
COMMERCIAL AREA: 11,309 N.S.F. (14,137 S.F. GROSS AREA) I
COMMUNITY AREA: 2.664 N.S.F.
43 MAX. (1/300 SF OF NET AREA - 0.75x17,500 S.F.)
REQUIRED:
15 SPACES (40% OF 2 /RES. UNIT x 18 UNITS)
57 SPACES (90% OF 1/200 S.F. NET OFFICE: AREA - 0.8x14,137 SF)
0 SPACES (100% OF DWELLING UNITS WITHIN 1/4 MILE OF REC CENTER)
72 SPACES TOTAL REQUIRED
PROVIDED: 88 SPACES
(INCLUDES 2 VAN ACCESSIBLE SPACES)
,TH op
OB. CLARK GATHRIGHT
�S"s�aNAL
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REVISIONS:
08 -06 -14
DATE:
11 -04 -13
DRAWING NUMBER:
T-1.00
SHEET 1 OF 4
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SHEET 1 OF 4
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Planter REMOVE SHRUBS `� F. Planter
MAIN
I.R. F
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Conc. Sidewalk REMOVE SIDEWALK
— — — — — — — —
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Frame
Addition
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REMOVE WV REMOVE CURB WM TV
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Rip p I il _ Paved Parking
1 1 I
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I Handicap
I Parking
DEMOLITION PLAN
0 10' 20' 40'
1 If = 10'
GENERAL NOTES:
1. Contours based on field run topography
performed by S.L. Key, Inc. on Oct. 22, 2013.
Benchmark: Orange paint dot on top- back -curb
along Rio Road.
Elevation = 525.33 (see plan)
2. Visibility of all mechanical equipment from the
Entrance Corridor shall be eliminated.
Handicap
Parking
H/C
Ramp
III r
0
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Electric
Meters
TP❑
Threshold
Elev. = ±524.5
2 Story
Brick
Building
Threshold
Elev.= ±524.5
rk- z j
Table El,
Waniity Wsfu
.R.F.
Conc
Water closet (valve)
5
6.0 I
30.0
Lavatory
5
0.7
3.5
Drinking Fountain
1
0.25
„ 0.25
Service Sink
1
3.0
3.0
Kiitchen Sin(
2
1.4
X5.0
2 8,
Urinal (estimated)
0
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SANITARY LATERAL
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SITE PLAN
0 10' 20'
40'
1" =10'
LANDSCAPING SCHEDULE
REQUIRED
PROVIDED
SYMBOL
PLANTING
SIZE
QUANTITY
10 YEAR
EXISTING
TOTAL
NOTES
PA
8
LS
COVERAGE
x1.25
COVERAGE
PARKING
V)
CRABAPPLE VARS.
6 **
240
1440
LS
3
424
1272
af
"INDIAN SUMMER,
MF
5' -6'
1
240
240
240
B &B
CANOPY
__ALUS
PRAIRIE FIRE, INDIAN MAGIC"
TOTAL:18,471 SF
BIOFILTER
LS
2
CA
6
SCREENING
IG
DARK AMERICAN ARBORVITEA
TO
4' -5'
8
10
co
80
B&B
THUJA OCCIDENTALIS NIGRA
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VIBURNUM
VIBURNUM RHYTIDOPHYLLIM
VR
3'
7
o-
QCQ
SYMBOL PLANTING QUANTITY
O
SIZE
cn
SOFT TOUCH JAPANESE HOLLY
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ILEX CRENATA "SOFT TOUCH"
IC
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THE LANDSCAPING SELECTIONS SHOWN ABOVE ARE FROM THE ORIGINAL SITE PLAN AND ARE EITHER
MISSING OR WILL NEED TO BE REPLACED AFTER CONSTRUCTION.
r
Threshold
Elev.= ±524.5
LANDSCAPING REQUIREMENTS
REQUIRED
PROVIDED
SYMBOL
QUANTITY
10 YEARI
COVERAGE
TOTAL
COVERAGE
STREET TREES
1 PER 50 FT. FRONTAGE
x 450 FT.
9 TREES
PA
8
LS
1
-
-
PARKING
5% OF PAVED PARKING
.05 x 25,170 SF
1,259 SF COVERAGE
1 TREE PER 10 SPACES
x 78 SPACES
8 TREES
GT
6 **
240
1440
LS
3
424
1272
CC
4
1 155
620
MF
2
240
480
TOTAL: 15 3,812 SF
CANOPY
(15% OF LAND AREA)
LAND AREA =
TOTAL SITE - OPEN SPACE
3.11 AC.- 0.93 AC. =2.18 AC.
15% OF 2.18 AC.= 14,244 SF
TOTAL:18,471 SF
BIOFILTER
LS
2
CA
6
IG
5
** - 2 GT REMOVED AT NEW PARKING SPACES
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POUJER :>A
PRO,
CONTROL
SECOND FLOOR
FIRST FLOOR
ua .r-o
BASEMENT
ec*Lx VW -r-W
5OUTH ELEVATION
SCALE
.-.-, It r- f -i.t ..1-w It
W/ BRICK ROWLOCK EDGE
NORTH ELEVATION
SCALE 1/8" = I' -0"
E A5T ELEVATION
SCALE 1/8 " =1' -0"
�NISTION
E
WE5T ELEVATION
SCALE