HomeMy WebLinkAboutSDP201000072 Plan - Approved Final Site Plan and Comps. 2011-03-16OWNERS. •
AVON PROPERTIES, LLC (TMP 91-14)
PHASING.
P.O. BOX 1467
COVER
CHARLOTTESVILLE, VA 22902
ARB:
DONNA MARIE JORDAN
WA 7ERSHED:
1775 AVON STREET EXTENDED
ZONING:
CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND MANAGEMENT COMPANY
GRADING & DRAINAGE PLAN
CONTACT: ALAN TAYLOR
SITE PLAN NOTES &DETAILS
110 EAST MAIN STREET
SITE PLAN NOTES & DETAILS
CHARLOTTESVILLE, VA 22902-5220
DATUM:
(434)293-7537
TAX MAP/PARCEL #
91-14, 90-351, 90-35J & 90-35K
MAGISTERIAL:
SCOTTSWLLE DISTRICT
AREA:
9.24 AC.
INDIVIDUAL PARCEL
RECREATION AMEN177ES TO BE PROVIDED IN COMPLIANCE WITH SECTION 4.16.2 OF 774E ZONING ORDINANCE.
AREAS.
91-14 (7.66 ac.), 90-351 (0.51 ac.), 90-351 (0.53 ac.) & 90-35K (0.54 ac.)
PHASING.
PHASES I THROUGH IV SHALL OCCUR IN CONSECUTIVE ORDER AS NUMBERED IN ORDER TO COMPLY WITH
COVER
AFFORDABLE HOUSING REQUIREMENTS
ARB:
THIS DEVELOPMENT IS LOCATED WITHIN THE ARB REVIEW ENTRANCE CORRIDOR. ARB REVIEW AND APPROVAL
WA 7ERSHED:
IS BEING COORDINATED WITH THIS FINAL SITE PLAN
ZONING:
PRD - ZMA-2006-005 APPROVED JUNE 13, 2007
3�
VARIA77ON REQUEST WAS APPROVED 3/26/10 FOR THE FOLLOWING VARIATIONS FROM THE APPROVED
GRADING & DRAINAGE PLAN
REZONING.
SITE PLAN NOTES &DETAILS
• CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS
SITE PLAN NOTES & DETAILS
• REMOVAL OF SYSTEMS OF RETAINING WALLS
DATUM:
• RE -ORIENTATION OF UNITS AND PRIVATE STREETS
BENCHMARK:
• ADDI T70N OF A NEW ROAD
USE.
RESIDENTIAL
RECREATIONAL
FACILITIES: CLUBHOUSE WITH FITNESS ROOM AND MEETING ROOM, COVERED PAVILION, TERRACE, AND OPEN PARK AREAS
DRAINAGE AREAS
RECREATION AMEN177ES TO BE PROVIDED IN COMPLIANCE WITH SECTION 4.16.2 OF 774E ZONING ORDINANCE.
PARKING REQUIRED:
SEE SHEET S-1 FOR ADD177ONAL DETAILS
RECREAT70NAL
AREA: TOTAL RECREATION AREA IS APPROXIMATELY 3,300 SF (0.08 AC)
PHASING.
CLUBHOUSE=775 SF
FLOODPLAIN:
PAVILION=500 SF
LANDSCAPING:
TERRACE= 2,025 SF
RECREATION:
TOTAL=3,300 (0.08 AC)
SETBACKS.
EXTERNAL SETBACKS ARE AS FOLLOWS.
WATERLINE PLAN & PROFILES
REAR= 20'
LIGHTING:
SIDE= 15'
WATERLINE PLAN & PROFILES
FRONT= 25'
WAI VER/VARIA 77ON
REQUESTS.
TOTAL NUMBER
OF UNITS.
DENSITY.
MAX. UNITS BY TYPE.
AFFORDABLE UNITS.
DENSITY'
BUILDING HEIGHTS:
MAX HT OF
VARIA77ON REQUEST WAS APPROVED 3/26/10 FOR THE FOLLOWING VARIA77ONS FROM THE APPROVED
REZONING.
• CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS
• REMOVAL OF SYSTEMS OF RETAINING WALLS
• REORIENTATION OF UNITS AND PRIVATE STREETS
• ADD177ON OF A NEW ROAD
A LETTER WAS ISSUED BY THE COUNTY ON 5/24/10 CLARIFYING THAT THE FOLLOWING NEEDED TO BE
INCLUDED IN THE FINAL SITE PLAN:
• RETAINING WALLS SHALL NOT EXCEED 4'
• TOWNHOUSES ON PERIMETER ROAD SHALL HAVE ARCHITECTURAL ELEMENTS THAT RELEGATE PARKING
• THE BACKS OF UNITS ON LOTS 39-44 & 69-74 SHALL HAVE ARCH17ECTURAL FEATURES SUCH AS
PROJECTIONS AND PORCHES
• SIDEWALKS ON AWNITY LOOP SHALL BE LOCATED ADJACENT TO PAVEMENT
124 (100 TOWNHOUSE UN17S AND 24 CONDOMINIUM UNITS)
NOTE. DENSITY SHALL NOT EXCEED 124 UNITS, WHICH IS THE MAXIMUM ALLOWABLE
100 TOWN HOMES & 24 CONDOS
THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS AND ON THI
FRONT PAGE OF THE SI7E PLAN. A MONETARY COMPENSA77ON TO THE AFFORDABLE HOUSING PROGRAM
SHALL BE MADE TO SATISFY THE AFFORDABLE HOUSING REQUIREMENTS PER THE APPROVED PROFFER. CASH
PAYMENTS SHALL BE PROVIDED TO THE AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS
STATED IN THE APPROVED PROFFERS THE FIRST PAYMENT OF $99,000 (6 x $16,500) SHALL BE MADE
PRIOR TO THE ISSUANCE OF THE THIRTY-SIXTH (36TH) BUILDING PERMIT. THE SECOND PAYMENT OF $99,001
(6 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE SEVENTY-FIRST (71ST) BUILDING PERMIT.
THE THIRD AND FINAL PAYMENT OF $115,500 (7 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF
THE FINAL BUILDING PERMIT. AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL OF $313,500
($99,000 + $99,000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING PROGRAM.
13.42 DU/AC. - TOTAL DENSITY ALLOWED BY REZONING = 124 UNITS
MAXIMUM BUILDING HEIGHTS NOT TO EXCEED 35 FT FOR THE TOWNHOUSE UNITS THE PROPOSED MAXIMUM
HEIGHT OF THE CONDOMINIUM BUILDING WILL BE 48 FEET. IT SHOULD BE NOTES THAT THE OVERALL HEIGHT
OF THE CONDOMINIUM BUILDING MAY REACH UP TO 65 FT. IN HEIGHT, PROVIDED ADDITIONAL SETBACK IS
PROVIDED IN COMPLIANCE WITH SECTION 18-19.7 OF THE ZONING ORDINANCE.
RETAINING WALLS. •
MAXIMUM HEIGHT OF RETAINING WALLS SHALL NOT EXCEED 4 FEET. ALL RETAINING WALLS ASSOCIATED WITH
Sheet Title
THE PROJECT SHALL BE SEGMENTED RETAINING WALLS CONSTRUCTED WITH THE PA770 SYSTEMS FOR THE
COVER
TOWNHOUSE UNITS
SUBDIVISION STREETS.
CURB & GUTTER
WA 7ERSHED:
MOORE'S CREEK WA TERSHED
TOPO & SURVEY-
PHYSICAL AND BOUNDARY.• THOMAS B. LINCOLN LAND SURVEYOR INC, DATED 12/22/05.
3�
TOPOGRAPHIC. THOMAS B. LINCOLN LAND SURVEYOR INC., DATED 12/22/05 PHYSICAL, TOPOGRAPHIC &
GRADING & DRAINAGE PLAN
BOUNDARY INFORMA77ON OUTSIDE LIMITS OF THOMAS B. LINCOLN LAND SURVEYOR'S WORK WAS PROVIDED BY
SITE PLAN NOTES &DETAILS
AERIAL TOPOGRAPHY. SURVEY WAS VISUALLY FIELD VERIFIED BY GRAHAM MURRAY, PE OF COLLINS
SITE PLAN NOTES & DETAILS
ENGINEERING ON 10/29/10.
DATUM:
NAD 83 SOUTH
BENCHMARK:
BENCHMARK IS SURVEY CONTROL POINT DT -14, NAIL WITH FLASHER LOCATED AT N3886228.20 AND
NOTES DETAILS & CROSS SECTIONS
E11482674.79, ELEVA T70N 574.16
EXISTING VEGETA 770N.-
PROPERTY CONSISTS OF RESIDENTIAL HOMES, LAND THAT IS PARTIALLY CLEARED, AND THE MAJORITY OF THE
DRAINAGE AREAS
SITE IS FORESTED WITH LIGHT UNDERBRUSH.
PARKING REQUIRED:
268 SPACES (SEE CALCULATIONS ON SHEET S-1 FOR DETAILS)
PARKING PROVIDED:
268 SPACES (SEE CALCULATIONS ON SHEET S-1 FOR DETAILS)
PHASING.
SEE SITE PLAN FOR PHASING DIVISIONS - 4 PHASES TOTAL
FLOODPLAIN:
THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003C0407D
LANDSCAPING:
LANDSCAPE IS IN ACCORDANCE WI TH ALBEMARLE COUNTY ZONING REGULA 77ONS 32.7.9.
RECREATION:
RECREATION AMEN177ES TO BE PROVIDED IN COMPLIANCE W177-1 SECTION 4.16.2 OF THE ZONING ORDINANCE.
FIRE FLOW.
PER FLOW TEST REPORTS PROVIDED BY THE COUNTY, 174E FIRE FLOW IN THIS AREA EXCEEDS 2500 GPM AT
WATERLINE PLAN & PROFILES
20 PSL NOTE", 774E DEVELOPMENT MUST COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVEN77ON CODE.
LIGHTING:
THERE IS NO STREET LIGHTING PROPOSED AT THIS TIME. ALL TOWNHOUSE UNITS SHALL BE INSTALLED WT7-1
WATERLINE PLAN & PROFILES
FRONT PORCH AND LAMP POST LIGHTING AND WILL BE LESS THAN J,000 LUMENS.
FINAL 109
SCOTTSVILLE DISTRICT
ALBEMARLE COUNTY, VIRGINIA
TMP I TMP 90-35L
LOT 7 OC -OA '; ' LAURA J. MOSS ZONE: R-1
TMP TER',
9OD-7 P MP , f
STA ION 'a
/ EASE ENT,
---
LOT 70
BARBOUR =t f ;TMP 90-35GgONE:
DWIN
TMP
90D-70 R..1
- ` c
LOT 69 TMP
9OD-69
TMP 91-13
COUNTY OF ALBEMARLE SCHOOL BOARD
CALIE ELEMENTARY SCHOOL
ZONE: R-1
TMP 90-35A JERRY W. MOSS,
SR. AND LAURA J. MOSS
ZONE: R-1
1
SHEET LAYOUT
SCALE: 1" = 100'
1�
TMP 90-351
Sheet Title
DONNA MARIE JORDAN
COVER
ZONE: PRD
2O
TMA 90-35J
EXISTING CONDITIONS
AVON PROPERTIES, LLC
SITE PLAN
ZONE: PRD
3�
TMP 90-35K
GRADING & DRAINAGE PLAN
AVON PROPERTIES, LLC
SITE PLAN NOTES &DETAILS
ZONE: PRD
9,
TMP 90-35H
JAMES R. MOSS
ZONE: R-1
CURRENT OWNER
BOX 4 •
CHARLOTTESVILLE, VA 22902
DEVELOPER
RIVERBEND MANAGEMENT COMPANY
110 EAST MAIN STREET
CHARLOTTESVILLE, VA 22902
434.293.7537
ENGINEER
COLLINS ENGINEERING
200 GARRETfI" STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
.d
TMP 91-15
JASPER L. AND
MALLIE P. HAYNES
ZONE: R-1
TMP 91x-16`
LAURA,J: MOSS
ZO?VE: R-1
/g
TMP 91-16E
WALLACE B.
AND IDA M.
HUGHES
ZONE: R-1
TO RICHMOND
SOUTHERN PARKWAY
MILL CREEK
O
Q EPS.�p,TE 64
INT PIEDMONT
VIRGINIA
COMMUNITY
COLLEGE
u
MONTICELLO HIGH
LAKE REYNOVIA
Off'
�CALE ELEMENTARY
SCHOOL
THIS
MILL CREEK t,'� PRCJE'CTo���20
SOUTH 0�. p
Q
VICINITY MAP
SCALE: 1" = 2,000'
Sheet List Table
Sheet Number
Sheet Title
T-1
COVER
T-2
PROFFERS
E-1
EXISTING CONDITIONS
S-1
SITE PLAN
S-2
UTILITY PLAN
S-3
GRADING & DRAINAGE PLAN
S-4
SITE PLAN NOTES &DETAILS
S-5
SITE PLAN NOTES & DETAILS
R-1
ROAD PROFILES
R-2
ROAD PROFILES
R-3
NOTES DETAILS & CROSS SECTIONS
R-4
NOTES DETAILS & CROSS SECTIONS
DP -1
DRAINAGE AREAS
DP -2
STORM DRAIN PROFILES
DP -3
STORM DRAIN PROFILES
DP -4
STORM DRAIN PROFILES
DP -5
_ SANITARY PROFILES
DP -6
SANITARY PROFILES
DP -7
DRAINAGE CALCULATIONS
DP -8
DRAINAGE CALCULATIONS
DP -9
WATERLINE PLAN & PROFILES
DP -10
WATERLINE PLAN & PROFILES
DP -11
WATERLINE PLAN & PROFILES
SWM -1
STORMWATER MANAGEMENT PLAN & CALCULATIONS
SWM -2
STORMWATER MANAGEMENT PLAN & CALCULATIONS
SWM -3
STORMWATER MANAGEMENT NOTES & DETAILS
SWM -4
STORMWATER MANAGEMENT NOTES & DETAILS
LL -1
LANDSCAPING PLAN & CALCULATIONS
LL -2
LANDSCAPING NOTES & DETAILS
TOTAL NIJMBER OF SHEETS: 29
LF
ICEND
ROADS
---------------
EXISTING CULVERT ....... EARTH DITCH
CUL VERT DRIVEWAY CULVERT
Q DROP INLET & STRUCTURE NO. BENCH MARK
CURB
CLEARING LIMITS
CURB& GUTTER -- -- -- -- --
PROPOSED PAVEMENT VDOT STANDARD STOP SIGN
EC-3A DITCH -------------200--------------- EXISTING CONTOUR
DEPTH, OF EC -3A DITCH 200 — PROPOSED CONTOUR
. 6
--- EC -2 DITCH 240.55 PROPOSED SPOT ELEVA77ON
TBC DEN07ES TOP/BACK OF CURB
6" DEPTH OF EC -2 DITCH TIB DEN07ES TOP OF BOX
NOTE:
A BOUNDARY LINE ADJUSTMENT PLAT COMBINING
TMP 90-35I (DONNA JORDAN PROPERTY) w/ THE
REST OF THIS PROJECT MUST BE APPROVED PRIOR
TO THE ISSUANCE OF BUILDING PERMITS FOR
UNITS IN PHASE II OF THIS PROJECT,
APPROVALS
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