ZMA202200012 Plan - Submittal (First) 2022-11-211 REGIONAL CONTEXT MAP
Z-101 SCALE: 1" = 60'
1 .1 1 :1
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APPLICATION PLAN FOR ��G`"'W
ZMA0
A_QL,,,,,B)O_QLNl. OAKS TOWNES
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TMP 06100-00-00-03800
JACK JOUETT DISTRICT, ALBEMARLE COUNTY, VIRGINIA
PARCEL DATA
LEGAL REFERENCE:
MAGISTERIAL DISTRICT:
OWNER:
SITE PLAN NUMBER:
RECORDED DEEDS:
PARCEL ADDRESS:
PARCEL AREA:
CURRENT ZONING DISTRICT:
CURRENT USE:
SOURCE OF BOUNDARY
SOURCE OF TOPOGRAPHY:
PUBLIC WATER SUPPLY:
FLOODPLAIN
REZONING DATA
APPLICANT:
TMP 06100-00-00-03800
JACK JOUETT
FUSION PROPERTIES, LLC
325 BARRACKS HILL
CHARLOTTESVILLE, VA 22901
NONE
DB 5351-547
NOT ASSIGNED
0.96 ACRES
R4 - RESIDENTIAL
AIA - AIRPORT IMPACT AREA
EC - ENTRANCE CORRIDOR OVERLY
VACANT
PLAT RECORDED IN DB 224-200
ALBEMARLE COUNTY GIS DATA.
THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED
PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. , EFFECTIVE DATE
FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017.
FUSION PROPERTIES, LLC
325 BARRACKS HILL
CHARLOTTESVILLE, VA 22901
PROPOSED ZONING DISTRICT: R15 - RESIDENTIAL WITH CLUSTER
COMP PLAN DESIGNATION: URBANE DENSITY RESIDENTIAL - PLACES29 MASTER PLAN
PROPOSED USE: 14 TOWNHOUSES.
PROPOSED DENSITY: 14 DU/0.96 ACRES = 14.6 DU/ACRE
MAXIMUM BUILDING HEIGHT: 65' (PER R-15 ZONING DISTRICT)
PROPOSED BUILDING HEIGHT: 25'
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SETBACKS: FRONT: MINIMUM 5'
SIDE: MINIMUM 5'
REAR: MINIMUM 20'
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SWIM VOLUME CONTROL: PROPOSED ON -SITE UNDERGROUND CONCRETE TANK.
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SWIM WATER QUALITY: PROPOSED ON -SITE PERVIOUS PAVERS
WATER & SEWER SERVICE: THIS PARCEL IS LOCATED WITHIN THE ACSA JURISDICTIONAL AREA.
PROPOSED PARKING: PARKING LOT
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PARKING SPACES REQUIRED: 2 SPACES PER TOWNHOUSE F
2 * 14 = 28 SPACES
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PARKING PROVIDED: 31 SPACES (INCLUDES 2 ADA SPACES) w
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BUILDING NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC. WALL WILL ALSO REQUIRE A MAINTENANCE AGREEMENT. o
2. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE z
MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL
BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE
BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING
FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM
MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. Z
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LEGEND SHEET INDEX F w
PROPOSED OPEN SPACE E" N E"
Z-101 ..... COVERSHEET & CONTEXT MAP F F
PROPOSED PERVOUS PAVERS Z-102 ..... EXISTING CONDITIONS AND DEMOLITION PLAN w w ®
TBR TO BE REMOVED Z-103 ..... CONCEPTUAL PLAN a x
UP UTILITY POLE Z-104 ..... GRADING AND UTILITY PLAN w U'
FH FIRE HYDRANT Z-105 ..... DETAILS Sheet No.
MH SANITARY MANHOLE Z-106 ..... TYPICAL SECTIONS
STR STORM STRUCTURE z I O I
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WILLIAM & CREST CARR \ ----- ---_
DB 426-384
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OLDIE OAK COURT CONDOMINIUM + ��24—
ZONED: R-15
USE: RESIDENTIAL CONDOMINIUM Z
TMP 61-38
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TMP 6 1-39
ABROR CREST CONDOMINIUM ASSOC.
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DB 833-238
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h�^ TREES TO
USE: VACANT
ZONED: R-15
REMAIN TBR
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FUSE: RESIDENTIAL NINIUMS - \
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ROUTE 743
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PROP. RETAINING WALL
MAX HEIGHT =4'
SO4'23'25"W 169.77'(T)
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TMP 61W1-Oi
OLDE OAK COURT CONDOMINIUM
ZONED: R-15
USE: RESIDENTIAL CONDOMINIUM
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WILLIAM & CREST CARR
DB 426-384
ZONED: R-4
USE: RESIDENTAIL
BLOCK 2
8 TOWNHOUSES
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AFFORDABLE
11,621 SF
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OPEN SPACE A
1,499 SF
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TMP 61-39
ABROR CREST CONDOMINIUM ASSOC.
DB 833-238
ZONED: R-15
USE: RESIDENTIAL CONDOMINIUMS
BOUNDARY LINE TABLE
Line
Direction
Length
L1
N 04'05'03" E
2.00'
L2
S 86'27'49" W
1.70'
L3
S 86'27'49" W
4.31'
L4
S 85'54'57" E
5.21'
L5
I N 85'54'57" W
1 11.91'
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
278.48'
1604.02'
9'56'50"
139.59'
278.13'
S 02'51'25" W
C2
73.92'
1604.02'
238'26"
36.97'
73.92'
S 00'47'47" E
C3
41.85'
1604.02'
1'29'42"
20.93'
41.85'
S 01*16'17" W
C4
162.70'
1604.02'
5'48'42"
81.42'
162.63'
S 04'55'29" W
C5
18.45'
24.50'
43'09'37"
9.69'
18.02'
S 64'53'07" W
C6
7.07'
4.50'
90'00'00"
4.50'
6.36'
S 48'32'11" E
C7
9.24'
69.50'
7*37'13"
4.63'
9.24'
S 89'43'34" E
C8
7.07'
4.50'
90'00'00"
4.50'
6.36'
S 40'54'57" E
C9
17.36'
130.50'
7*37'13"
8.69'
17.34'
N 89'43'34" W
C10
7.07'
4.50'
90'00'00"
4.50'
6.36'
S 41'27'49" W
C11
23.06'
24.50'
1 53'55'54"
12.46'
22,22'
S 66'34'24" E
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AREA SUMMARY OPEN SPACE SUMMARY 2 a south Zone
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OPEN SPACE A .............. 1,499 SF (0.03 ACRES) c� q
BLOCK 1 ......................... 9,007 SF (0.21 ACRES) OPEN SPACE B 9,499 SF (0.22 ACRES) a a
BLOCK 2 ......................... 11,621 SF (0.26 ACRES) TOTAL 10,998 SF (0.25 ACRES) r�
PRIVATE STREET .......... 10,274 SF (0.24 ACRES) t7 rta
OPEN SPACE A .............. 1,499 SF (0.03 ACRES) OPEN SPACE REQUIRED: 41,900 SF * 0.25 = 10,475 SF 20' 0 20' 40' 60'
OPEN SPACE B 9,499 SF (0.22 ACRES) OPEN SPACE PROVIDED: 10,998 SF ��
TOTAL 41,900 SF (0.96 ACRES) SCALE: 1 "=20' \
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Sheet 3 of 6
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L`' 6 TOWNHOUSES a ZONED: R-15
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\ — 1 Q 1 9,007 SF PRIMATE STREET USE:
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ROUTE
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— VARIABLE WIDTH PUBLIC R/W
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TOWNHOUSE FFE \
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1.00'
r SWMTANK SECTION Z-104 SCALE:
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Sheet No.
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Sheet 4 of 6
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1 / OLDE OAK COURT CONDOMINIUM �624r- 8 TO
USE: RESIDENTIAL RCONDOMI`DUM / WITH Tyi'0
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BLOCK 1' 11,621 SF / DB 833-238 \ / a
%' ABROR CREST CONDOMINIUM ASSOC.
6 TOWNHOUSES — ZONED: R-15 \ \ J p J
USE: RESIDENTIAL. CONDOMINIUMS - \ \ ��, �V
9,007 SF PRIVATE STREET EASEMENT / — — \ / \ \ \ 0WW 0
274 SF I � \ / � \ \V,
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NOTES:
1. SIGHT DISTANCE RIGHT REQUIRED: 465'. \ \ F / — — — — / \ — I � Z
2. SIGHT DISTANCE RIGHT PROVIDED: 445'. — — _ _ q� ` — _ �
3. SIGHT DISTANCE VARIANCE REQUEST SUBMITTED. ✓ — — — — \ _ / \ N _ _ _ a (Ill
4. PROPOSED TREES PLANTED WITHIN SITE _
DISTANCE EASEMENT SHALL HAVE A 6' TALL I \ \ \ \ \ W
CANOPY, MINIMUM.
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1 SIGHT DISTANCE DETAIL 30' 0 30' 30' 30' Virgina tote Plane
SCALE: 1" = 30' Zone
Z-105 SCALE: 1"=30' South
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— — — 230 Separation — — — —all
HYDRAULIC ROAD
ROUTE 743 ♦ _ � — I —
_ VARIABLE WIDTH PUBLIC R/W
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Sheet No.
2 INTERSECTION SEPARATION DETAIL 20' 0 20' 40' 60' Virginia tote Plane Z-105
Z-105 SCALE: 1" = 20' SCALE: 1"=20' South Zone
Sheet 5 of 6
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EX. VARIABLE R/W
EX. GRADE 5' FUT. 4' FUT.
SW LS STRIP 11' LANE 11' LANE 11' TWO WAY T 11' LANE 11' LANE 5' EX. SW
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2 TYPICAL SECTION FOR HYDRAULIC ROAD
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Z-106
Sheet 6 of 6