HomeMy WebLinkAboutWPO201900062 Plan - VSMP 2022-11-08SOUTHWOOD REDEVELOPMENT -VILLAGE 1
SITE INFORMATON
TAX MAP PARCEL, AND OWNER INFO:
09OA1-00-00-001EO
PARCEL AREA: 22.92 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
DB 4773 PG. 328
09000-00-00-001AO
PARCEL AREA: 8.83 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
DB 3375 PG. 063
09OA1-00-00-001DO
PARCEL AREA: 86.80 ACRES
ZONING: R2 RESIDENTIAL
DB 3375 PG. 063
07600-00-00-051AO
PARCEL AREA: 1.23 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)
DB 4706 PG. 198
SOUTHWOOD CHARLOTTESVILLE LLC
919 WEST MAIN STREET
CHARLOTTESVILLE, VIRGINIA 22903
SEE ZMA2018-003
TOTAL ACRES (ALL PARCELS): 119.78 AC.
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY:
BOUNDARY
WILLIAM S ROUDABUSH, JR. 1974
ROUDABUSH, GALE, & ASSOCIATES, INC 2003
ROUDABUSH, GALE, & ASSOCIATES, INC 2015
BENCHMARKS
(SPOT ELEVATION) AT THE INTX
OF HICKORY & BITTERNUT ELEV=451.0
TOPOGRAPHY
LOUISA AERIAL SURVEYS, INC.
P.O. BOX 340
MINERAL, VA 23117
DATE OF PHOTOGRAPHY: 03/23/04
DATE OF COMPILATION: 02/02/07
WP0201900062
WPO AMENDMENT #3
COUNTY OF ALBEMARLE, VIRGINIA
SUPPLEMENTAL TOPO
TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540.885.0920
CONTACT: PAUL HUBER, L.S.
PAU L. H U B ER@TI M MO NS. C OM
SURVEY CONDUCTED: MARCH 2O19
HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
WETLANDS IMPACT: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
WATER AND SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY
DRAINAGE DISTRICT: MOORES CREEK
THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP
NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER.
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA = 0.21 AC.
PROPOSED IMPERVIOUS AREA = 6.61 AC.
ALL PROPOSED STORMWATER MANAGEMENT FACILITIES RE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION.
THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
NOTE: A TOTAL OF 1.49 LB/YR NUTRIENT CREDITS ARE TO BE PURCHASED TO ACHIEVE
TP LOAD REDUCTION REQUIRED. 1.25 LB/YR OF OFF -SITE NUTRIENT CREDITS WERE
PREVIOUSLY PURCHASED AND AN ACCESS OF 0.20 LB/YR IS BEING APPLIED FROM A
PREVIOUSLY WITHDRAWN AMENDMENT. THE REMAINING 0.04 LB/YR OF OFF -SITE
NUTRIENT CREDITS SHALL BE PURCHASED WITH THIS PLAN.
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DEVELOPER:
SOUTHWOOD CHARLOTTESVILLE LLC
967 2ND STREET SE
CHAROTTESVILLE, VA 22902
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
WPO AMENDMENT #2 SUMMARY
CODE OF DEVELOPMENT TABLES:
1. THE PROPOSED ACCESSORY DWELLING UNITS ON LOTS 8, 9,12, AND 34
HAVE BEEN ADDED TO THE PARKING TABLE. FOUR PARKING SPACES
FOR LOTS 8-9 HAVE BEEN RELOCATED FROM ON -SITE TO HORIZON
ROAD AND CARDINAL HILL LANE. TWO PARKING SPACE REQUIRED FOR
LOT 13 HAVE BEEN RELOCATED FROM THE PARKING LOT TO CARDINAL
HILL LANE.
2. THE FLEXIBLE USE STRUCTURE TABLE HAS BEEN REVISED TO
ACCOUNT FOR THE ACCESSORY DWELLING UNITS ON LOTS 8, 9, 12,
AND 34.
3. SHEET C0.02 WAS ADDED TO COORDINATE WITH OTHER SOUTHWOOD
VILLAGE PLANS.
4. THE OPEN SPACE TABLE PREVIOUSLY INCLUDED ON SHEET C4.06 AND
THE HOUSING & DENSITY TABLE PREVIOUSLY SHOWN ON SHEET C4.05
HAVE BEEN RELOCATED TO SHEET C0.02. ON THE OPEN SPACE TABLE,
THE OPEN SPACE PROVIDED, REC. AMENITY & CIVIL SPACE PROVIDED,
TOTAL GREEN SPACE PROVIDED, AND TOTAL AMENITY SPACE
PROVIDED HAVE BEEN REVISED DUE TO THE LOSS OF ONE PARK ON
THE CORNER OF CARDINAL HILL LANE AND WARDELL CREST.
5. THE PREVIOUS HOUSING & DENSITY TABLE HAS BEEN REVISED TO BE A
DEVELOPMENT CHART PER COUNTY REQUEST ON OTHER SOUTHWOOD
VILLAGE PLANS.
EXISTING CONDITIONS & DEMOLITION PLAN:
1. AN ADDITIONAL AMOUNT OF EXISTING VEGETATION IS TO BE REMOVED
IN ORDER TO ACCOUNT FOR THE ADDED BERM DUE TO THE EXCESS
EARTHWORK ON -SITE.
EROSION & SEDIMENT CONTROL PLAN:
1. THE LIMITS OF DISTURBANCE WAS INCREASED FROM 15.23 ACRES TO
18.32 ACRES IN ORDER TO ACCOUNT FOR THE ADDED BERM ON THE
EAST SIDE OF HORIZON ROAD DUE TO EXCESS EARTHWORK ON -SITE.
THE TREE PROTECTION AND SILT FENCE HAS BEEN REVISED
ACCORDINGLY.
2. SEDIMENT TRAP #4 DESIGN AND LAYOUT HAS BEEN ADDED.
3. DRAINAGE DIVIDES HAVE BEEN ADDED TO EROSION AND SEDIMENT
CONTROL PLAN PHASE I IN ORDER TO DELINEATE THE DRAINAGE AREA
FOR SEDIMENT TRAP #4.
4. SILT FENCE HAS BEEN ADDED TO THE BASE OF THE BERM ALONG
HORIZON DRIVE.
BLOCKS & OVERALL LAYOUT PLAN:
1. THE BLOCK LINES HAVE BEEN REVISED TO REFLECT THE BLOCK LINE
ADJUSTMENTS WITHIN 15% ON THE SOUTHWOOD VILLAGE 2 PLAN.
LAYOUT & UTILITIES PLAN:
1. THE BUILDING FOOTPRINT ON LOTS 8-12, 14-23, 25-32, AND 34 HAVE
BEEN UPDATED. SIDEWALK CONNECTED THE BUILDING UNITS ON LOTS
8-12 TO THE SIDEWALK AROUND SPECIAL LOT 40 HAS BEEN ADDED.
SIDEWALK CONNECTING THE BUILDINGS ON LOTS 14-23 TO THE
SIDEWALK ALONG CARDINAL HILL LANE HAS BEEN ADDED.
2. ACCESSORY DWELLING UNITS HAVE BEEN ADDED TO LOTS 8, 9, 12, AND
34. SIDEWALK HAS BEEN ADDED BETWEEN THE ACCESSORY DWELLING
UNITS AND THE SINGLE FAMILY DETACHED AND SINGLE FAMILY
ATTACHED HOUSES.
3. A SANITARY LINE AND A WATER LINE HAVE BEEN ADDED ALONG THE
ALLEY BEHIND LOTS 8-12 IN ORDER TO PROVIDE SERVICES TO THE
ACCESSORY DWELLING UNITS. LATERALS FOR LOTS 10 AND 11 HAVE
BEEN PROVIDED FOR POSSIBLE FUTURE ACCESSORY DWELLING UNITS.
4. LOT 34 HAS EXPANDED TO THE CORNER OF CARDINAL HILL LANE AND
WARDELL CREST. TWO PARKING SPACES HAVE BEEN REMOVED IN THE
PARKING LOT ADJACENT TO LOT 34 DUE TO THE NEW DRIVEWAY.
OPEN SPACE PLAN:
1. THE PARK ON THE CORNER OF CARDINAL HILL LANE AND WARDELL
CREST HAS BEEN REMOVED.
2. THE MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY
TABLE HAS BEEN RELOCATED TO SHEET C0.02.
GRADING & DRAINAGE PLAN:
1. GRADING HAS BEEN MODIFIED ON BLOCK 12, ON THE NORTHEAST SIDE
OF HICKORY STREET, TO HELP BALANCE EARTHWORK FOR FUTURE
DEVELOPMENT ON THAT SITE.
2. GRADING HAS BEEN UPDATED IN ACCORDANCE WITH UPDATED
BUILDING FOOTPRINTS ON LOTS 8-12, 14-23, 25-32, AND 34.
3. GRADING HAS ALSO BEEN UPDATED TO ACCOUNT FOR ACCESSORY
DWELLING UNITS ON LOTS 8, 9, 12, AND 34.
4. A BERM HAS BEEN ADDED ON THE EAST SIDE OF HORIZON ROAD DUE
TO EXCESS EARTHWORK ON -SITE. THE GRADING EASEMENT HAS BEEN
REVISED ACCORDINGLY.
DETAILED GRADING PLAN:
1. GRADING SPOT SHOTS HAVE BEEN MODIFIED DUE TO REVISIONS TO
THE BUILDING FOOTPRINTS ON LOTS 14-23, 25-32, AND 34.
2. AN ADDITIONAL DETAILED GRADING PLAN SHEET HAS BEEN ADDED TO
PROVIDE FURTHER GRADING DETAILS FOR LOTS 25-32.
Sheet List Table
Sheet Number Sheet Title
C0.00 COVER
C0.01 CODE OF DEVELOPMENT PROFFERS & TABLES
C0.02 CODE OF DEVELOPMENT TABLES
1 C2.00 I EXISTING CONDITIONS & DEMOLITION PLAN I
1 C3.01 I EROSION & SEDIMENT CONTROL NOTES & DETAILS 1
C3.03
EROSION & SEDIMENT CONTROL PLAN PHASE I
C3.04
EROSION & SEDIMENT CONTROL PLAN PHASE I
C3.05
EROSION & SEDIMENT CONTROL PLAN PHASE IIA
C3.06
EROSION & SEDIMENT CONTROL PLAN PHASE IIA
C3.07
EROSION & SEDIMENT CONTROL PLAN PHASE 1113
C3.08
EROSION & SEDIMENT CONTROL PLAN PHASE 1113
C4.00
BLOCKS & OVERALL PLAN
C4.01
LAYOUT & UTILITIES PLAN
C4.02
LAYOUT & UTILITIES PLAN
C4.03
LAYOUT & UTILITIES PLAN
C4.04
LAYOUT & UTILITIES PLAN
C4.06
OPEN SPACE PLAN
C4.07
GRADING & DRAINAGE PLAN
C4.08
GRADING & DRAINAGE PLAN
C4.09
GRADING & DRAINAGE PLAN
C4.10
GRADING & DRAINAGE PLAN
C4.12
DETAILED GRADING PLAN
C4.13
DETAILED GRADING PLAN
C4.13A
DETAILED GRADING PLAN
C6.00
STORMWATER MANAGEMENT PLAN
C6.01
STORMWATER QUALITY MAP
C6.02
STORMWATER QUALITY SUMMARY
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DRAWN BY
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DESIGNED BY
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NUMBER OF SHEETS= 27
PROPOSED BUILDING HEIGHTS BY BLOCK
TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK
BLOCKS 3-4
PROPOSED: 35' MAX.
BLOCK 5
PROPOSED: 40' MAX.
FLEXIBLE USE STRUCTURES
LOT
GROSS FLOOR
HEIGHT
FRONT
SIDE
REAR
PARKING
AREA (SF)
SETBACK
SETBACK
SETBACK
8, 9,
800
2 STORIES
5'
3'
5'
2-CAR
12,34
MAX. 40'
GARAGE
BLOCKS 6-9
PROPOSED: 40' MAX.
PROPOSED: N/A
NEIGHBORHOOD CENTER SPECIAL AREA
BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM
HICKORY STREET RIGHT-OF-WAY)
PROPOSED: N/A
PARKING REQUIRED AND PROVIDED PER ALBEMARLE COUNTY CODE 18-4.12.6
TOTAL PARKING
TOTAL PARKING
PARKING SPACE
LOTS
HOUSING TYPE
SPACES
SPACES
LOCATION
REQUIRED
PROVIDED
1 A-1 D,
2A-2B, 3,
(2 SPACES /
6A-6E,12,
SINGLE FAMILY DETACHED
UNIT) X (26
52
(50) ON -SITE, (2) ON
24, 33, 34,
UNITS) =
WARDELL CREST
35A-35C,
52 SPACES
36A-36D,
39A-39C
(2 SPACES / UNIT
4, 5, 8-11,
DUPLEXES
+ 1 GUEST
N-SITE, (2) ON
37,38
SPACE / 4 UNITS)
18
N ROAD, (3) ON
FCARD
X (8 UNITS) =
HILL LANE, (1) ON18SPACES
DELL CREST
(2 SPACES /
13
MULTIFAMILY
UNIT) X (20
40 (2 ADA VAN)
(37) PARKING LOT, (3) ON
(2) 6-UNIT AND (2) 4-UNIT
UNITS) =
CARDINAL HILL LANE
40 SPACES
(2 SPACES / UNIT
7A-7H,
+ 1 GUEST
(28) GARAGE, (24) ON- SITE,
14-23,
TOWNHOMES
SPACE / 4 UNITS)
58
(2) ON HORIZON ROAD, (2)
25-32
X (26 UNITS) =
ON CARDINAL HILL LANE, (2)
58 SPACES
ON WARDELL CREST
(1.5 SPACES /
8, 9, 12,
ACCESSORY DWELLING UNITS
UNIT) X (4 UNITS)
8
(8) GARAGE
34
6 SPACES
FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING:
A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING.
B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET
OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER.
C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME
OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED.
D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS
GREATER.
E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING.
F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF
DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR
OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET.
G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE
(1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT
COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES.
H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION
PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND
REGULATIONS.
I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE
BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES.
HOUSING MIXTURE PLAN
BLOCK
HOUSINGTYPES
Tenure Type
AMI Range
Affordability
Provisions
Period
Approximate
Number
(range)
Numberprovided
SUB201900174&
SUB202100019
1-2
N/A - Open Space
Market Rate Single Family Attached
Ownership/Rental
Unrestricted
N/A
0-20
0
Market Rate Single Family Detached
Ownership/Rental
Unrestricted
N/A
0-40
3
3-4
Habitat Single Family Attached
Ownership
25%-80% AMI
40 years
0-15
2
Habitat Single Family Detached
Ownership
25%-80% AMI
40 years
0-10
0
Accessory Units
Rental
0%-80% AMI
10 years
0-5
0
Market Rate Single Family Attached
Ownership/Rental
Unrestricted
N/A
0-12
8
Market Rate Single Family Detached
Ownership/Rental
Unrestricted
N/A
0-10
15
Deeply Discounted Units
Rental
0%-30% AMI
10 years
0-5
5
Habitat Condominium
Ownership
20%-80% AMI
40 years
0-20
15
5-8
Habitat Townhomes
Ownership
25%-80% AMI
40 years
0-30
18
Habitat Single Family Attached
Ownership
25%-80% AMI
40 years
0-15
4
Habitat Single Family Detached
Ownership
40%-80% AMI
40 years
0-10
2
Workforce
Ownership/Rental
60%-120% AMI
N/A
0-10
0
Accessory Units/Carriage Units
Rental
0%-80% AMI
10 years
0-5
0
Market Apartments
Rental
Unrestricted
N/A
200-225
0
Market Town homes
Rental
Unrestricted
N/A
0-30
0
9-12
Habitat Townhomes
Ownership
25%-80% AMI
40 years
0-30
0
Deeply Discounted Units
Rental
0%-30% AMI
10 years
0-5
0
LIHTC Apartments
Rental
30%-80% AMI
30years
80
0
NEIGHBORHOOD CENTER SPECIAL AREA
REQUIREMENT BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115- MEASURED ON BOTH SIDES FROM
HICKORY STREET RIGHT-OF-WAY)
BUILDING HEIGHT
MIN.
NO MIN.
NO MIN.
NO MIN.
2 STORIES
2 STORIES
MAX.
3 STORIES OR 35'
3 STORIES OR 40'
3 STORIES OR 45'
4 STORIES OR 45'
4 STORIES OR 50'
FRONT SETBACK
FRONTS SHALL ORIENT TOWARDS HICKORY
MIN.
5'
5'
5'
5'
10,
MAX.
25'
25'
25'
18'A
28'A
STEPBACKD
MIN.
N/A
N/A
15'E
15'E
15'E
AT BUILDING HEIGHT OF
40'
40'
3 STORIES OR 45'
SIDE SETBACK
MIN.
3'
3'
5'
5'
NO MIN.
MAX.
NO MAX.
NO MAX.
NO MAX.
NO MAX.
NO MAX.
REAR SETBACK
BLOCKS 6-8: NO MIN. / NO MAX.
MIN.
NO MIN.
5'
BLOCK 9: 5' MIN. / NO MAX.
5.
NO MIN.
MAX.
NO MAX.
NO MAX.
NO MAX.
NO MAX.
TRAIL BUFFER SETBACKS
MIN.
N/A
N/A
BLOCKS 6-8: N/A
20' MIN.
O' MIN.
BLOCK 9: 20' MIN/NO MAX.
MAX.
NO MAX.
I NO MAX.
GARAGE SETBACICc
TO COMPLY WITH
TO COMPLY WITH
BLOCKS 6-8: TO COMPLY WITH 4.19C / NO MAX.
FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR
FRONT ACCESS MIN./MAX.
4.19c / NO MAX
4.19c / NO MAX
BLOCK 9: FRAMEWORK STREET FACING GARAGE
GARAGE DOORS ARE NOT ALLOWED IN THESE BLOCKS -ALL
OPENINGS AND/OR GARAGE DOORS ARE NOT
GARAGE ACCESS MUST BE SIDE LOADED, RELEGATED TO THE
ALLOWED IN THESE BLOCKS. ALL GARAGE
REAR OF THE BUILDING, OR ACCESSED FROM A
ACCESS MUST BE SIDE LOADED OR RELEGATED
NON -FRAMEWORK STREET OR ALLEY.
TO THE REAR OF THE BUILDING, OR ACCESSED
FROM A NON -FRAMEWORK STREET OR ALLEY.
MAX. PORCH & DECK 4' 4' 4' 4' 9'
ENCROACHMENT
MAX. EAVE & OVERHANG 2' 2' 3' 3' 3'
ENCROACHMENT
SINGLE BUILDING
I 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF
FOOTPRINT MAX. NON-RES.
1
STREET FACING BUILDING
LENGTH
MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50'
MAX. 200' 200' 200' 200' 275'
MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10,
A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT
EXCEED 25% OF THE LENGTH OF THE FRONT FACADE.
B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER.
c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE OR FROM
THE FRONT PORCH.
o A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'.
E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY.
F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET
ACCESSORY STRUCTURE SETBACKS (4.11.2).
G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT
EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'.
Original -Proffers X
Amendment
PROFFER STATEMENT
ZMAN62018--0031
Tax Map and Pan=— =14 ;mba- : 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO
Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC
Date of Proffer Signature: _August gu 2, 2019
33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMO and TMP
90AI-lE (23.33 acres) which is to be rezoned from NMD to NMD.
Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00-
001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application
ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project").
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the
conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified
above. These conditions are vDluntarily proffered as a part of the requested rezoning and the Owner
acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a
reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects
the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017.
1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017
included on Tax Map Parcel 090A1-00-00-001E0. All existing proffers associated with the Code of
Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090AI-
00-00-001 EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-001 EO
(along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and
the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February
20, 2018, last revised July 29, 2019.
2. Trails, Parks, Civic Spaces.
a. Greenway Connections to Potential Adjacent County Parkland. At any time from approval of this
rezoning application until the final certificate of occupancy is granted for Phase I, upon written
request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and
within six (6) months of the aforementioned written request, an easement, deed property within the 8.0
acre green space described in paragraph 2(b) to the County, and/or enter into an agreement wit], the
County to provide a public trail connection between the Trail described in paragraph 2(b) below and any
trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under
easement, associated trail connection, associated signage, and any associated structures shall be
maintained in perpetuity by Albemarle County.
b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the
County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and
amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general
location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however
exact trail Iocations shall be determined by the Owner based on site conditions and the then -current uses
of the green space and amenity area and in coordination with the County. Installation of the Trail shall
commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially
completed prior to issuance of the one hundredth (100th) Permit for a dwelling within Blocks 3-8. The
Trail shall be maintained by a property owners association established for Southwood. The public trail
connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a)
shall be maintained by the County as described in section 2a above.
c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to
the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be
provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type
2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent
property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the
public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to
the issuance of the 300`h Certificate of Occupancy in Phase 1.
SOUTHWOOD CHARLOTTESVILLE, LLC,
a Virginia 7t�—
com
By:
Dan Rosensweig, Manager
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TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY
BLOCK
ASSOCIATEDPLAN(S)
STEEP SLOPES
(ACRES)
OPEN SPACE
REQUIRED
(ACRES)
OPEN SPACE
PROVIDED
(ACRES)
TRAIL&PATH
AMENITY REQUIRED
(ACRES)
TRAIL&PATH
AMENITY PROVIDED
(ACRES)
REC.AMENITY&
CIVILSPACES
REQ. (ACRES)
REC.AMENITY&
CIVILSPACES
PROV. (ACRES)
MINIMUM RECREATIONALAMENITIES&CIVICSPACE
REQUIRED
RECREATIONALAMENITIESBcCIVICSPACEPROVIDED
TOTAL GREEN
SPACE REQUIRED
(ACRES)
TOTAL GREEN
SPACE PROVIDED
(ACRES)
TOTALAMENITY
SPACE REQUIRED
(SF)
TOTALAMENITY
SPACE PROVIDED
(SF)
1
1.80
5.97
0.23
0.00
2 000 LF CLASS B TYPE 1 PRIMITIVE TRAIL
405 LF CLASS B TYPE 1 PRIMITIVE TRAIL
8.00
10,000
THIS PLAN
0.66
0.05
0.05
0.56
2,025
TOTAL
0.56
0.05
0.05
TOTAL: 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL
0.56
2,025
2
0.10
1.10
0.20
0.00
1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
1.40
8,700
THIS PLAN
0.44
0.03
0.03
297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
0.44
1,491
TOTAL
0.44
0.03
0.03
TOTAL: 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL
0.44
1,491
3
0.00
0.00
0.00
0.00
0.00
0.00
THIS PLAN
0.23
0.00
0.00
0.23
0
TOTAL
0.23
0.00
0.00
0.23
0
4
0.00
0.00
0.00
0.00
0.00
0.00
5-g
0.00
0.00
0.12
0.11
500 SF NEIGHBORHOOD PARK
600 LF CLASS BTYPE 2 TRAILSa
4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY
0.23
10,500
THIS PLAN
1.08
0.11
0.66
4,415 SF PLAY FIELD
1,866 SF TOT LOT
986 SF COMMUNITY GARDEN
2,693 SF GARDEN
3,940 SF PARK
1,855 SF PARK
2,666 SF PARK
220LFTRAILPEDESTRIAN CONNECTIONS
746 LF CLASS B TYPE 2 TRAILS
0.90
28,661
TOTAL
1.08
0.11
0.66
TOTAL: 746 LF CLASS B TYPE 2 T RAILS
0.90
28,551
9-11
0.38
0.00
0.50
0.13
SOOSF NEIGHBORHOOD PARK
2,170 LF CLASS B TYPE 2 TRAI LSb
S,000SF NEIGHBORHOOD PARK OR REC. AMENITY
0.63
22,700
12
0.00
0.00
0.00
0.15
6,SOOSFACTIVEUSEREC.AMENITY
0.15
6,500
TOTAL
2.28
7.07
2.31
1.05
0.19
0.39
0.74
10.41
2.13
58,400
32,067
aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8
6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11
SPACE REQUIREMENTS IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6SPACES, NONE OF WHICH CAN BE SMALLERTHAN SOOSF DISTRIBUTED ACROSS BLOCKS
DEVELOPMENT CHART
RESIDENTIAL
UNITS
MARKET RATE UNITS
AFFORDABLE UNITS
BLOCK
AREA
(AC)
BLOCK
CLASSIFICATION
MAX. NON-
RESIDENTIAL
BUILDING (SF)
NON-RESIDENTIAL
BUILDING (SF)
NUMBER OF LOTS
PROVIDED
S.F.
DETACHED
S.F.
ATTACHED
TOWN
HOUSE
CONDO/
APARTMENT
DWELLING
UNIT RANGE
TOTAL
UNITS
DENSITY
RANGE
REQUIRED
GROSS
RESIDENTIAL
DENSITY
TOTAL#
MARKET
% OF
TOTAL
REQUIRED
FOR
FOR RENT
TOTAL
TOTAL
%OF
UNITS
UNITS
UNITS
UNITS
REQUIRED
(DU/AC)
(DU/AC)
RATE
UNITS
UNITS
AFFORDABLE
SALE
APARTMENTS
NUMBER
OF UNITS
TOTAL
UNITS
1
7.1
GREEN SPACE &
0
0
0
O
0
0
0
0
0
0
O.0
0
O%
0
0
0
O%
BUFFER
Fifteen
2
1.5
0
0
0
0
0
0
0
0
0
0
0.0
0
0%
0
0
0
0%
3
1.5
NEIGHBORHOOD
5000
0
0
0
0
0
0
412
0
3-6
0.0
0
0%
0
0
0
0%
DENSITY
percent
(15%) of the
total number
4
1.7
5000
0
6
3
2
0
0
6-14
5
3-6
3.0
3
60%
2
0
2
40%
URBAN DENSITY
5
6.8
RESIDENTIAL
5000
0
54
4
4
26
20
6a127
54
6-18
7.9
10
19%
of residential
24
20
44
81%
VILLAGE
dwelling I i ng
units
6
1.3
NEIGHBORHOOD
10000
0
0
0
0
0
0
a31
0
0-28
0.0
0
0%
constructed
0
0
0
0%
MIXED USE /
on the
NEIGHBORHOOD
Southwood
7
0.7
PLACES
10000
0
7
7
0
0
0
a12
7
0-18
9.7
7
100%
Property
p Y
0
0
0
0%
8
1.2
10000
0
14
12
2
0
0
a17
14
0-18
11.4
11
79%
3
0
3
21%
9
1.7
l0000
0
0
0
0
0
o
a61
0
0-34
0.0
0
0%
o
0
0
0•�0
10
1.9
URBAN DENSITY
MIXED USE
20000
0
0
0
0
0
0
11-62
0
6-34
0.0
0
0%
0
0
0
0%
11
6.7
20000
0
0
0
0
0
0
2a182
0
6-34
0.0
0
0%
0
0
0
0'�0
12
3.0
30000
0
0
0
0
0
0
13-102
0
6-34
0.0
0
0%
0
0
0
0%
TOTAL
34.0
N/A
0
80
26
8
26
20
N/A
80
N/A
2.4
31
39%
12
29
20
49
61%
L_
F_
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TIMMONS GROUP .•-':'•.
THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
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S O U T H W O O D REDEVELOPMENT -VILLAGE 1=
COUNTY OF ALBEMARLE, VA
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DATE
REVISION DESCRIPTION
10/13/2022
REVISED PER COUNTY COMMENTS
11/8/2022
REVISED PER COUNTY COMMENTS
EXISTING CONDITIONS & DEMOLITION PLAN
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
1.ALT{I ��F
`,
i1
CLINT W. 7--:
TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING
:v�)I�J>�
• SFFLET�, •
INSTALLATION
• -o Lie. N
54330 4SY•
Co 11/8/2022 �A_;%
IN
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Sediment Trap #3 Design
\ENTRENCH
0
\ \_
Jlw EDGES OF
/�
H_ v v 3
Drainage Area (acres, < 3)
1.99
WgMdE
/ MATERIAL 6"
o a o 3
Trap Volumes:
Elevation (ft) Area (so Volume (cy)
CREST OF STONE WEIR
GROUND \
W ASLE
CHECK SLOTS TO BE
-Ill-
=I �� _
I _
LY W L M
a j - N
ZO
494 2314
a
'
CONSTRUCTED AS PER
~
a oo N
496 3096
200.4
DRY STORAGE -
N vxiaF
MANFACTURERS
5,
V. W M
a
498 3524
245.2
RECOMMENDATIONS.
1' 2'
p 20 x
sJ In
tL
U
W
WET STORAGE
LOIN_
w
Q
0
(1i
(1i
�
X' MAX.E
FILTER CLOTH
MCNAL
^:ti •: �•: ••r
= C N
= Ci
Z
O
LLl
uj
,AGGREGATE
ELfl'.
:v •: 6�-V
.? . 8
•i. ...
a uS
U)
Wet Storage:
Wet Storage Required (cy) (67*DA)
133.3
.9FF PLATE ]., 3-I
COAA ' CLASS ]
RPRAP
1'-2"
LO
4i.`,
•:�
TRANSVERSE CLOSED :'L
N N
W
U
U
Bottom of Stone Weir ft
()
417.4
:c "' "''"
\:.''�
CHECK SLOT UPSTREAM AND
o w
**Coarse
6 •8
2
2
Wet Storage Provided at this Elevation (cy)
200.4
Aggregate Shall
be VDOT #3, #357 or#5
�..
DOWNSTREAM
O ~
>
Elope of Wet Storage Sides
2:1
..
TERMINAL
U
U
Weir Length (ft) (6xDA)
11.9
a
QI
a
Ui
Dry Storage:
Bottom of Trap Elevation (ft)
491
ll
Dry Storage Required (cy) (67*DA)
133.3
Bottom Trap Dimensions:
49 x 60'
/ /
0
w
2
Crest of Stone Weir
419.0
Top of Dam Elevation (ft)
499
TRANSVERSE
M
LD
j
(n
Dry Storage Provided at this Elevation (cy)
245.2
Top Width of Dam (ft)
4
OPEN CHECK
p
o
Lu
Lu
Slope of Dry Storage Sides
21
Top Trap Dimensions
56' x 80'
SLOT
=
ST
3.13
BM
O
3.364
H
F
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�EN
Ell
U
o
EDIMENT TRAP 3
SOIL STABILIZATION BLANKET
(TREATMENT-2)
[N�oScale
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n
No Scale
DATE
812412022
Culvert Inlet Sediment Trap #4 Design
Sediment Trap #1 Design
Sediment Trap #2 Design
Drainage Area (acres, < 3) 0.53 v"q ME
Drainage Area (acres, < 3)
2.38
1v"F 0B
Drainage Area (acres, < 3)
2.62
11•
0
}
DRAWN BY
Trap Volumes: ow0wa CREST OF STONE WEIR NPYq E
Trap Volumes:
CREST OF STONE WEIR
MtlAq E
Trap Volumes:
ORIGINAL, CREST OF STONE WEIR ,yyME
C. GAYNER
Elevation (ft) Area (so Volume (cy) Accum (cy) flOUND �
EL.
Elevation (ft) Area (so Volume (cy)
GROUND�
Elevation (ft) Area (So
Volume (cy)
O\
�a
DESIGNED BYUND
450 515 - -
461 947
lA'
- -
415 1609
-
1A'
-
•
451 727 23.0 23.0 DRY STORAGE - N ARMR£
462 1295
41.5
DRY STORAGE -
vAR4 E'
417.4 2653
189.4
DRY STORAGE -
tl vARUR E'
•
C. SHIFFLE7T
452 966 31.4 54.4
463 1667
54.9
419 3429
180.2
CHECKED BY
453 1480 45.3 99.6
464 2065 69.1
•
454 1930 63.1 162.8 WET STORAGE
- {• M°C
455 2300 78.3 241.1 (°`c'''"'E°)
465 2487
a66 2935
84.3
100.a
WET STORAGE
(IXGYATEo) `
WET STORAGE
(IXGMTm) P
C. SHIFFLE7T
MTEq CLOTH OMGINAL
456 3130 100.6 341.7 1 ctO
350.2
FILTER CIOTN
`
OMGNAL
IDJN
RRR DLDTN
1
GMGINAL
cRELNNo
• •
SCALE
.SEE PLATE 3.111 COA6E AGGREGATE' CLASS I RPRAP
Wet Storage:
.SEE PLATE 3.11-1
COARSE AGGREGATE" CLASS I RP
Wet Storage:
.SEE %ATE 3.13-1 COARSE AGGREGATE"
CLASS I RFP P
N.A.
Wet Storage:
Wet Storage Required (cy) (67*DA)
159.5
Wet Storage Required (cy) (67*DA)
175.5
Wet Storage Required (cy) (67*DA) 35.5
Bottom of Stone Weir (ft)
464.0
Bottom of Stone Weir (ft)
417A
•
Bottom of Stone Weir (ft) 453.0
Wet Storage Provided at this Elevation (cy)
165.5
**Coarse Aggregate Shall
be VDOT #3, #357 or #5
Wet Storage Provided at this Elevation (cy)
189A
**Coarse Aggregate Shall be VDOT #3, #357 or #5
Wet Storage Provided at this Elevation (cy) 99.6 **Coarse Aggregate Shall be VDOT #3, #357 or #5
Elope of Wet Storage Sides
2:1
Elope of Wet Storage Sides
21
Elope of Wet Storage Sides 2:1
Weir Length (ft) (6xDA)
14.3
Weir Length (ft) (6xDA)
15.7
Weir Length (ft) (6xDA) 32
Dry Storage:
Bottom of Trap Elevation (ft)
467
Dry Storage:
Bottom of Trap Elevation (ft)
415
TI
Dry Storage: Bottom of Trap Elevation (ft) 450
Dry Storage Required (cy) (67*DA)
159.5
Bottom Trap Dimensions:
74' x T
Dry Storage Required (cy) (67*DA)
175.5
Bottom Trap Dimensions: 26' x 94'
Dry Storage Required (cy) (67*DA) 35.5 Bottom Trap Dimensions: 40'1 T
Crest of Stone Weir
466.0
Top of Dam Elevation (ft)
467
Crest of Stone Weir
419.0
Top of Dam Elevation (ft)
420
Crest of Stone Weir 456.0 Top of Dam Elevation (ft) 456
Dry Storage Provided at this Elevation (cy) 242.0 Top Width of Dam (ft) 29
Dry Storage Provided at this Elevation (cy)
Slope of Dry Storage Sides
184.7
2:1
Top Width of Dam (ft)
Top Trap Dimensions
3
98' x 39
Dry Storage Provided at this Elevation (cy)
Slope of Dry Storage Sides
180.2
21
Top Width of Dam (ft)
Top Trap Dimensions 34'
4
x 102'
CL
(w
V
Slope of Dry Storage Sides 2:1 Top Trap Dimensions 99x50'
<
U)
ST
3.13
ST
3.13
ST
3.13
J
J
Q
SEDIMENT TRAP 4
SEDIMENT TRAP 1
SEDIMENT TRAP 2
P"
W
>
Q
No Scale
No Scale
No Scale
0
06
Sediment Basin #1 Design
Sediment Basin #2 Design
TOE REQUIREMENTS FOR
MIN. 1'WI SPILLWAY CREST OF FAERGENCt'
2'NTT"°IXT SPILLWAY
Drainage
7.33
MIN. 1'WI SPILLWAY CREST OF EMERGENCY
2'WITHOUT SPILLWAY
�/'�
Drainage Area acres
g (acres)
5.78
DESIGN HIGH WATER
Area (acres)
DESIGN HIGH WATER
W
BANK
Basin Volumes:
( 25-YR. STORM ELEV.)
Basin Volumes:
'(25-YR. STORM ELEV.)
I-
,STABILIZATION
Elevation (ft) Contour Area (sf)
Volume (cy)
D,s(sooA'
-
Elevation (ft) Contour Area (s
409 2870
Volume (cy)
MIN. 10
W
O
FILTER CLOTH UNDERLINER (PREFERRED)
418 3010
421 4625
424.2
MIN 10'
RISER CREST
412.5 5580
547.7
RISER CREST
>
Z
423 5855
388.1
• DRY • srogACE
°oEY1¢ N0
415 8580
655.6
DR S ORAGE DFWATERING
oE`ACE
J
426 7780
757.5
RAG
WET • STOE
417 11810
755.2
wET STORAGE
1J
O
_
cJ
KEY IN T
SEDIMENT CLEANOIT POINT
C W s STO%ACER jEouCED
SEDIMENT CIFANOI.T POINT
( TO 31 STORAGE gREDUCED
G
O �
7
L
FILTER CLOTH
Wet Storage:
W Q
O
Wet Storage:
Wet Storage Required (cy) (67*DA)
387.2
Design High Water
424.0
Wet Storage Required (cy) (67*DA)
491.1
Design High Water
416.0
0
>
T
Dewatering Orifice Elevation (ft)
421.0
Top of Dam (ft)
426.0
Dewatering Orifice Elevation (ft)
412.5
Top of Dam (ft)
417.0
I -
MI"
Wet Storage Provided at this Elevation (cy)
424.2
Top Width of Dam (ft)
4.0
Wet Storage Provided at this Elevation (cy)
547.7
Top Width of Dam (ft)
6.0
W
Available Volume Before Cleanout (cy) (34*DP
196.5
Bottom of Basin (ft)
418.0
4
Available Volume Before Cleanout (cy) (3*DP
249.2
Bottom of Basin (ft)
409.0
D
L J
Cleanout Elevation (ft)
420.00
Approx. Bottom Dimensions:
112' x 56'
Cleanout Elevation (ft)
411.5
Approx. Bottom Dimensions: 74' x 3T
OJ
C
Distance from Cleanout to Orifice (ft) (> 1')
1.0
Upstream Face Slope:
3:1
Distance from Cleanout to Orifice (ft) (> 1')
1.0
Upstream Face Slope:
3:1
W
Downstream Face Slope:
3:1
Dry Storage:
Downstream Face Slope:
3:1
0
FILTER CLOTH
Dry Storage:
w
Dry Storage Required (cy) (67*DA)
387.2
Baffles:
No
Dry Storage Required (cy) (67*DA)
491.1
Baffles: Yes
U)
Riser Crest Elevation (ft)
424.0
Length of Flow, L (ft)
135
Riser Crest Elevation (ft)
415.0
Length of Flow, L (ft)
100
0
GRANULAR FILTER
Dry Storage Provided at this Elevation (cy)
388.1
Effective Width, We (ft)
60
Dry Storage Provided at this Elevation (cy)
655.6
Effective Width, We (ft)
30
C46
Diameter of Dewatering Orifice (in)
5.0
L / We (Baffles required if < 2)
2.3
Diameter of Dewatering Orifice (in)
5.0
L / We (Baffles required if < 2)
3.3
O
Z
Diameter of Flexible Tubing (in) (Orifice+T)
7.0
Collars:
No
Diameter of Flexible Tubing (in) (Orifice+2")
7.0
Collars: No
O
O
r
Runoff. (See Routing in Calc. Book)
C (Use 0.45 for Bare Earth)
0.45
Depth of Water at Spillway Crest (ft)
Slope of Upstream Face (Z1)
0
0
Runoff: (See Routing in Calc. Book)
C (Use 0.45 for Bare Earth)
0.45
Depth of Water at Spillway Crest (ft)
Slope of Upstream Face (Z 1)
0
0
0
Tc (min)
5
Slope of Barrel (Sb)
0
Tc (min)
5
Slope of Barrel (Sb)
0
0
12yr 3.69 Qp 2yr
9.6
Length of Barrel in Saturated Zone (Ls)
0
1 2yr 3.69 Qp 2yr
12.2
Length of Barrel in Saturated Zone (Ls)
0
=
w
T
125yr 6.85 Q 25yr
17.8
Number Collars Required
Dimension of Collars
0
N/A
1 25yr 6.85 Q 25yr
22.6
Number Collars Required
Dimension of Collars
0
N/A
E MIN'
Principle Spillway:
Principle Spillway:
Available Head (ft)
Diameter Riser (in)
1.0
48
Emergency Spillway:
Bottom Width (ft)
No
0
Available Head (ft)
Diameter Riser (in)
1.0
48
Emergency Spillway: Yes
Bottom Width (ft)
8
O
Diameter Trash Rack (in)
72
Slope of Exit Channel (ft/100ft)
0
Diameter Trash Rack (in)
72
Slope of Exit Channel (ft/100fl)
3.9
, ^
Barrel Length (ft)
137
Length of Exit Channel (ft)
0
Barrel Length (ft)
48
Length of Exit Channel (ft)
0
V /
COARSE AGGREGATE
Diameter of Barrel (in)
24
Crest of Spillway (ft)
0
Diameter of Barrel (in)
36
Crest of Spillway (ft)
415.5
MIN. THICKNESS = G
Barrel Inv. In Elevation (ft)
421.00
Barrel Inv. In Elevation (ft)
409.71
-
Barrel Inv. Out Elevation (ft)
418.95
Barrel Inv. Out Elevation (ft)
409.00
JOB NO.
g.19_1
ST
3.14
ST
3.14
40919
TOE REQUIREMENTS FOR BANK STABILIZATION
DIMENT BASIN 1
SEDIMENT BASIN 2
SHEET NO.
[N�o
C3.01
No Scale
Scale
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I I I 1 .\\\ \ \ \o \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \\\\ _ \ \ \ \ - - / // / / / / i /i / / / / ///�////� // I I, l`/ TOTAL STORAGE REQUIRED:774.4CY I TI I I �`I - . a \
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YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
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These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
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TIMMONS GROUP .•-':'•.
THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 I Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
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REVISED PER COUNTY COMMENTS
111812022
REVISED PER COUNTY COMMENTS
EROSION & SEDIMENT CONTROL PLAN PHASE 1113
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
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• • 0•• THIS DRAWING PREPARED AT THE ,rp"', aC0 iI'�•,,
CHARLOTTESVILLE OFFICE a O (" C, a
T MMONS ROUP 0• • YOUR VISION ACHIEVED THROUGH OURS. �� 1 y
608 Preston Avenue, Suite 200 Charlottesville, VA 22903 • r y
TEL 434.296.5624 FAX 434.295.8317 www.timmons.com � - n r. "'
O m Z x �.
So U T H W O O D REDEVELOPMENT -VILLAGE 1 m N N DATE REVISION DESCRIPTION o w-4.
m (n = In Ln n o� 10/1312022 REVISED PER COUNTY COMMENTS ! - to �-
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COUNTY OF ALBEMARLE, VA
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These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
I I
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90° BEN
_
-------------------------- JACK BORE
12" RESTRAINED DIP (52)
__________________-- -----------
W/ 24" DR17 BASING �
__
-_ _ _ __----
LYNCH
110.02'
-- -OLD _ ___ ___c
-STATE ROUTE 631
- _________ -----------------------
t375'TO
DR. VARYING R/W WIDT
—AMBROSE r
------------------------------------------------ - -
COMMONS
VDOT
STD. WP4 J __
UNDERGROUND
------------------------
CENTURY LINK LINE
-----------------
R(
T
OHP— — — OHT,
GT
. . ELEC C
_
TELE. V LINES B ~
T LE VAULT _
oyT WIPEDO
APPROX. LOCATION OF
How 7-
22.50
CENTURYLINK UNDERGROUND
_ � BEND
oHP�
LINE. CONTRACTOR TO
T
20' PUBLIC DRAINAGE
COORDINATE WITH
CENTURYLINK.
O.H ELECTRIC EASEMENT, TYP. P\
TELE. & TV LINES
(2) PROPOSED DOMINION IRRIGATION
SWITCHES. CONTRACTOR TO METER
COORDINATE WITH DOMINION.
FUTURE CONNECTION
TO TRAIL IN BLOCK 2
PROPOSED DOMINION METER.
CONTRACTOR TO
COORDINATE WITH DOMINION.
BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT R604'
WATER LINE FOR FUTURE DEVELOPMENT 5' '6'
PROPOSED
TREE LINE
12" GV
12"X6" TEE,
6" GV AND FHA
PROPOSED UNDERGROUND
MCI LINE. CONTRACTOR TO
COORDINATE WITH MCI.
12" CLASS 52 DIP
WATER LINE
BLOW -OFF ASSEMBLY
WITH 8" GV;
STUB OUT WATER
LINE FOR FUTURE
DEVELOPMENT
SPEED LIMIT SIGN
20' PUBLIC DRAINAGE
EASEMENT,TYP.-
C20' ACSA AEASEMENT
AD NAME SIGN
.( 8" GV
—
52
SAN
G-12
FUTURE COMMERCIAL ENTRANCE,
S
a
BY SOUTHWOOD PHASE 1 -
BLOCKS 9, 10, & 11 PROJECT--
/
_- +—
—HOR_ HORIZON ROAD
-
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_
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61' UBLIC RNV
TEE
W10=5(
o
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R267'
_ r
8" DIP
+---+-------�--�
3+50 13+00 12+50
233'
STOP SIGN
R25
2" ARV IN 1"WATER
METER BOX
I
GRADING
I '
EASEMENT 12'X6" TEE,
O
6" GV AND FHA
m
MCI HANDHOLE. /
I C
CONTRACTOR TO
_
COORDINATE WITH MCI.
+I
Z
PROPOSED
TREE LINE
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NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF
WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND
VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL.
I
FHA PROVIDED BY ACSA
WITH 12"X6" TEE AND 6" GV. II
ACTUAL LOCATION TO BE
DETERMINED IN THE FIELD
EXISTING BY FCC AND ACSA.
ASPHALT PATH
' LUALL I "=3U'
0 30' 60'
EXISTING EDGE -
GVT-----------------------------t= n�__f OF PAVEMENT 115P�-- - - _
_ _ — InI BEND - � - ��
- - - - � -------------- -
EXISTING SOLID - _
12" DIP ------------------ --------- - _
C WHITE_LINE-------------- - __ W -e-------------
---------------
EXISTING-----------
- ACSA 12" GV --- - -
_____________ FCC TO INSTF�LL CROSS ANCHOR
_
- - _ - -_ - RESTRAINT PER ACSA DETAIL.
----------- PROPOSED DOMINION � � '
-------------------- --- - _ _ _ CONCRETE a..AR TO BE -------
UNDERGROUND
LINES _ _LOCATED AP ROX. 18" UPSTREAM___
�BpT�gTO' PAVEMENT TO BE � _
FR�UI6Y3�FS G 12" TEE.
COORDINATE WITH DOMINION. - - -REPAIRED PER
II =___— ________ - VDOTSTANDARDS FCC TO CON ECTIiSL2
_ _ _ _ _ = v
I - --- -__ �--------- GVINLIEU12"TS&V
t 815' TO
SUNSET AVE. EXT. ----------------
MILLAND
OVERLAY O
--
O
CG-11 -----------------
12'--------
___---- PROPOSED DOMINIO
GP SWITCH. CONTRACTOR TO
o R45' COORDINATE WITH DOMINION.
S CURB I IY
UFO WIPEDOWN GF r
PROPOSED DOMINION METER.
CONTRACTOR TO GP
UFO COORDINATE WITH DOMINION.
I uF
— I PROPOSED POWER POLE. Hp
-
CT 20' PUBLIC DRAINAGE I CONTRACTOR TO HP
+ UFO COORDINATE WITH DOMINION.
o - EASEMENT, TYP. I I PROPOSED DOMINION
I °yp 1" CORP STOP AND COPPER I OVERHEAD LINES.
I / - SERVICE LINE TO IRRIGATION L U I CONTRACT WITH
OHT \� C Ia�E WITH DOMI9N"
I / -METER PER ACSA DETAIL ` J - �� / 0
OHP � � OHP — — OHP— I
OHP� OH7� I ONP/
��Op _OHP—__ OHT__- UFO 6'
13' PLANTING
STRIP
8
5' BIKE 5' CONCRETE
LANE SIDEWALK
r
5' BIKE /
LANE.
I
FUTURE CONNECTION TO
SIDEWALK AND BIKE LANE
M 20' PUBLIC DRAINAGE
' EASEMENT, TYP.
%SAN _20' ACSA
EASEMENT
N
54
' R100'
FUTURE COMMERCp%rFNTRANCE, BY —
O T OOD PHA EjLWKS 11 & 12 PROJECT
STUB OUT WATER LINE F R
2" GV FUTURE DEVELOPMENT
12"X8" CROSS
CAP
12" --_-�
ATE VALVE
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RESIDUE #2
115072 SF
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PROPOSED
TREE LINE— —
> L_ ��° -----
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LiCONCRETE
SIDEWALK
11
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
ASPHALT SPORT PAD
BIORETENTION PLANTING
STONE DUST
MILL & OVERLAY ASPHALT
I
DATE
812412022
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
1"=30'
(W
V
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NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF
WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND
VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL.
--- ---
- — — — — — — OLD LYNCHBURG ROAD
STATE ROUTE 631
— — — — — — (VARYING R/W WIDTH)
/ — GPGP UGP _GP
— HF
GP _ —
HP
LOHP—
GP — — — OHP— — — — _OH —
_ — OHP— — — — 0HP— — — —
/ ' I
_ � -¢- oHP— — - — — oHP—DEDICATE EXISTING
OHP� PRESCRIPTIVE
EASEMENT 17.5' FROM O.H. ELECTRIC
CENTER OF RTE. 631 TO TELE. & TV LINES
VDOT FOR PUBLIC USE
F�
8" GATE
RESIDUE #1
918381 SF
a
-s-
-�---
-- 8+00 - --+_
36� 19 p0 / R27T +00 _ y�
8" DIP
'NO PAR
SIGN R7-1L
20' ACSA
.EASEMENT
vv
PROPOSED
TREE LINE
LEGEND:
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
ASPHALT SPORT PAD
BIORETENTION PLANTING
STONE DUST
MILL & OVERLAY ASPHALT
!•v��GUU�As
SHALL I "=3U'
0 30' 60'
--_--------_--
_
-- 110.02'
R/W
--—AMBR(
± 375'
-
---------- ----------------
------
------------------
STD. TD. WP-2
-----------
- — UNDERGRC
I --------------- -- - - -
CENTURYLINK
---
—OH _ —GT
_ ,_,�+n — OHP— — — — OHT� . ELEC
TELE. VLINEF
OHP— GP — — — OH T E VAULT OHp� OHT v
APPROX. LOCATION OF / P�
F— MANAGED STEEP CENTURYLINK UNDERGROUND
SLOPES LINE. CONTRACTOR TO
(TYPICAL) COORDINATE WITH . 20' F
CENTURYLINK. O.HELECTRIC
TELE. & TVLINES
(2) PR
SWITCHE;
52
FUTURE COMMERCIAL ENTRANCE,
BY SOUTHWOOD PHASEI-
BLOCKS 9, 10, & 11 PROJECT
° / e
_lA.
13 0()
GRADING
GRADING
-"NO PARKING" EASEMENT PIPE 15+g0 ---F----F—--------�-------�--t-------F—" 12+50
15+00 14+50 14+00 13+50 13+00 ,
SIGN R7-1 DEFLECTION 14 W —W - R233'
- 20' PUBLIC DRAINAGE 8"X6" TEE, 6" C96_
EASEMENT, TYP. GV, AND FHA
r
�k
I ` \ c
ro
'TEE -
8"
BLOW -OFF ASSEMBLY
WITH 8" GV;
STUB OUT WATER
LINE FOR FUTURE
DEVELOPMENT
SPEED LIMIT SIGN
PROPOSED DO
CC
COORDINATE V
BLOW -OFF ASSEMBL
WATER LINE FOR
PROPOSED UNDE
MCI LINE. CONTR
COORDINATE
20' PUBLIC DRAINAGE
EASEMENT,TYP.-
20' ACSA
EASEMENT
53 CROAD NAME SIGN
8"GV-
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— OHI�� CENTER OF RTE 6310f0 , / 5' SIDE I I ` I •
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TRAIL. APPROX. LOCATION OF MULCF{ / Xj�k 110 �S K
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/ ` TO ACHIEVE RECOMMF,fiDED SLOPES /� . ` • ,1� LOT 6 \ iY�OT 7D LOT 7C \ 8' PROPOSED W t i
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\ FUTURE TRAIL / o // f %` %� 5' MAX. 0 �O ,Q ,
CONNECTIONS ° ° // �'` . / FRONT 20' ACSA a ' / 2154 SF LOT 14 I HANDRAIL u, cn
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IN ° / / 'NO PAR I G" Z_ a 5) 7" RISERS FOR DETAILS
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° O I FACILITY EASEMENT FUTURE PHASES 8"X8" 0• ' W AC$ � w
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5 ROA \ /(INJNG WALL 2" FIRE LINE
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SIGN R7-1L � \ LOT 19 GV, FHA I 10' PRIVATE 1' MIN. VERTICAL
I �
SPN PUBLIC DRAINAGE & STORMWATER Yoo 6 5 \ / 2352 SFI 'RAMP IT DRAINAGE I SEPARATION C. SHIFFLETT
FACILITY EASEMENT \ LOT 25 A.. ESS EAS EN HANDAIL V1 EASEMENT FROM OTHER
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20' ACSA LOT 26
LIMIT SIGN
EASEMENT 31 5` \ 1357 SF 5 25' MAXSCALE
20' ACSA . 42 I I 22.5°I BEND " FRONT LOT 2 8"X4" T E 4" 1 "=30'
EASEMENT \SETBACK, 1617 SF� I " •
x LOT 27 ANf 1.5" CON BETE PAD
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(TYP.) 5' MI
STAIRS REFER
RESIDUE #1 "NO PARKING" \. SE A I TO ARCH. h1S• /�
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SIGN R7-1R 1696 SF \ 1617 SF� + W/ HAIDRAIL'
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BARRICADE 32 25' , / LOT 2� : iFl(Al i. LOT 23 IGN 1 5'1FRONT
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STREET SIG I l� I TS 8-9, 13-23
a_ oo MIN. FRONT LO
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FUTURE PHASES 1358 SF R1c
/ SETBACK :FOR TRASH CANS : • . • .
5' (7) 6" SERS 10' J
8' 'GV 20 HANDRAIL:. SEi + WITH HANDRAIL
LOT 31
SPEED LIMIT SIGN G?� P') 1
ANDSC/#PEALAN C7 I (4)6" ISERSWITH 'RE4R PROPO D >
\ � 1353 SF ft; bE7AiLS: V Y U 20' ACSA
l:� � HAN RA BOUNDARY;
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GV, AND FHA \. \ LOT 32 ETBACK 43 I o DRAINAGOUMPER
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/ 3596 SF / 1' 33A -� 5' Q
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YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
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limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
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GRADING & DRAINAGE PLAN I rn { A
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/ 45 EASEMENT , i FACILITY EASEMENT / / , / / / / \ 457
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Ny .44?/88' . FE=/35Z4.003 I I / / / p. 457.88' 4 02' 456,98 ' �' / / _ .,
,441.15' /. /. I I / I O n S - U
a43.8o' L/dT 20 I I , / , o /
rw I a617 SF I I / / / FSAN ` ' 458LL
BS / 442.92' /. / I / I I I / / / b 7.45 ' / ' / / W t M
y"•" /\ / / / BW1.1T BW /' I I // / 6 i - - ' FFE=457.45' / FFE=457.45' w N -ui O
/ / Q-iVoo Z
/ 44��, / / I/I / / a�Nry a
441., 5' /
442.10' TS TW' 443.92� - •/ , / �'=�13.4' ' a 75 45'7.36' i z f ,01, �"'
4vo.74' / RETAINING WALL 443.02' 443.1 / / _ / / I - / ` 'swd / 3 O a
MAX HEIGHT = 1' / / // I I I I a5s.7s' 9 w
° .I- *t5✓�14' TAN i ' Q v CI
/BS i _ i > O W W
/ / 53.84 I - i 457.36' 4� b ' ' = U Q Z 2 2
50, / GFE : 4'44.86 I I 4$4.07' i \ - _ - % , a d ~ c rn .�.
441.14'\ / % % FFE-A54.86 i I / p io \ I �'/ - au > 00
1 I / p 444.02'� 444.63' L, / Z I+�
441.42' p. I I ' / / ./ L 4VT 21 I I/ '� I c i O I_ .. T b 457.00' b '- o w 2 2
i617 SF / I--r-12'F \ , - ' a45�s.7s' a as>Lzz d3>T 00 0 0
BS
-454.61'
TS I d d
TS BS I I \ I i - J I ' / /- 4 I 458.03' ' / / O W W
442.42' \ p 41.42' I / I O O
'^A57. W W
BS / - 54.68' I I 458.14' I i a x
L DT 28 6 b I I / I / I I 454.90' a a a �f b> d S9 ' i' o `N N
169b t;F 0 I I o I 458.14' , / A w o N
GFE = 445.69 I I I / I > W N
FFE=44230\ \ II 4' 6pl 15.46' FFE=455.G9 // Z I Q O / i 458.01i�� U 0
` 28' . LOT 221 1 I I D I , d 457. / a o
1617SF I I °
4�:37' DATE
\ \ 442.79' /: •I I I I I i I I / D j
` a. BS\ D\ q45 1 I I I I / I / / 812412022
443,2' - - I _ v i I 4 v , / O
\ DRAWN BY
C. GAYNER
443127 1 . / GFE='46.52 I I / 13.4f / I I , / ,r / qya .i
•KETAINING WALL 'I/ FFE-1456.52 DESIGNED BY
BS 443.62' / AXHEIGHT=2:4', I / --/ cn I / •
LOT 29 4a3.52' BW
, ( I / / / • C. SHIFFLETT
\ 1 �2 SF 4a4.,2' / / , 443.60' / .' .l ,5.7q' I' 446.29' /
\\ FFE * 444.20 /OT 23 I / / 9 // I / / , /I / / d •
, b CHECKED BY
/ I • C. SHIFFLETT
\ I 1 I ew / BW ' � � / 837 SF I ,I //D. o // / / I � / / / /.
445. '
I 443.60' I .
\ BW • TW � / / . I / I / I 456.17' SCALE
445.12' , Q 443.8T / DVV 443. /. ��- / - J I / a / i , / / b, / • 1 ..=10'
\ I l l l �W TN TS 45.64
4.47. / . / // 460 / / I / / 460.14' / 459.23" / •
\ FFE =445 20 44�.70' / / / v 460.14'
/ I / 445.70' 445.62' / / I a ■ ��
/ RETAINING WALL ° / p
/ ui
LQT 30 M HEIGHT = E.2'
1$58SF TS I /
460.05'
Bs
456.64'
aa6.,eW Q
IF / J
J
LOT 31 / 446.12• / �, , J h ' ., . � /. ./ /D / , /
I / / 1353SF / / p 'DP/. / `r•• 'a to.
l 1 Cp, . ? ' �r5 b / / / I / / 460.14' TC I
/ FFE=446. S / / / / / /
7 W
l 446.19 � � � /. . et/ � .D /- i / /D / I/ / 460.14' / /460 - I
BS / . / \ / . / p z
v / \ 446.32' .
441.12' \ / / // / / / I / / 57.88• / !' Tw
459.91' °°0 4 .8,' / 7
z Q
/FFE = 447.20 / / / / D / / / / / 4 / / I Q / 459.84' / 459.98' b - oo i / W J
0-
RETAINING / I 4132' / / / / . , / / 460.06' b o00 / WA I >
/ MO HEIGHT = Q 8 / / /a 44s�Z/, / / , � D , j b I / b / b I oog 459.96' J v
/ LOT 32 / / / i ^^
1501 SF / L.L Z
4 j6.77' 44 .8 / / / / i - - I / 460.15' a
l X / / TS a TS / / O / I / - I T- - - - - / ' R O
r 3 / / / 4482T / TS 3.07' / , / (`^, / / / % LLI
/. / '\ • % / / / / S 451.4T / BS 4m 49' _ - 46 .47' m
BS / 453.17' e ° / / Lu Q ``nn
• ' / // / / / / / / / , / BSA 451.5vT / 454 BS / , / / v / I / 458.19' / / / / 461.4T / / I O V
Q / •/ , • / / \ / , / 449.9T / / 456!`3T / 460.21' 461.01' / / 1 > Q
446.52' / / / / / p v TG, FS I / / 11 �462.00'
7.87,. D 460.27'f - - / , i , J
1\ ° . I / / LOT 34 1 F , I Q
3797 SF I / / ui U
Lij
1 a 7 / 445.84' . \ 1 1 / l l l / / / , / v / ' / / v '1 F- -- , / i / � , Q
BW
'D I / / 452.90'
g6TAINING
33 WALL
I \ / 35070 SF MAX HEIGHT 6
Bw t- J / I \
/452.52' /
/ I 452.
TW \ \ ❑ j
LO
pr
_ P
I �
N , I. / o I, / LO / / p / °g o I D - _ _ - - - N - -_ _ SCALE 1"=10' roe No.
I
2 I .` i S pal \ / I / a 00
� 40919
0 10' zo'
//. SHEET NO.
KEY PLAN N �� / \ / / a C4.13
a
i
c
L
RETAINING WALL n \ / '
� / TW / TW 50.99' D
MAX HEIGHT = 2.2' / / D a \ / 1 - 444.96' /- - - 1 448.1 ' BW s z I �♦�NNr N4��
Bt\yy / 448.42'/ rr -1 a 1,ts ,/'`��ALTN G1F•�0.
a41.05� / Tw 7.5 - - - -+- - I ° mil' 10%
AA1 / a BW / BW I1W / 8W TW , ' : ��
\ n 445.09' I448.03'' 448.2T 451.3t' , CLINT W. ?- .
° rvu I � - •v )SI�J,FFLET >•
89 / _ C• i BS .4 t % _° °BW .91' - _'� / 44 .11` - °, b I b A� Lie. N . S4330 �4?
/ a / v /T / � G 11/6/2022 v+; D / / 1. 445:11' 448.29' 451.29' / I /%jj��� �y 53'J� p sir QQ
\ \ / W BI / i �j s� �•,� \ fTW 48 �
448.2T ANAL
/TW 444.91' 445.09', 48.03' /4�1.21' v I \
� 441,.20' / / 444.83' - - 5 ' / / - -4 Z
TW i' TW
Bw i�-96, a48.1 7� IBw / I \ ,Q o 0
BW 445.24' i 448.42' IT
' I \ _ - - u
i p N m
aa3.zo' I I 5214 + \ > E
\ \ /
RETAINING ALL / 1 a E
D
/MAX HEIGH _. 3'' /' RETAINING WAL i I I / �� �
439.29' / AA2 . i '/ i 1' MAX HEIGHT =r3 I BS / x
' \ / 3.i/ / // / i �'. / / . 44 :32' aa2.97/ RETAINING; WALL/ r U. o 3
/ \ / MAX HEIGHT =11' w O m
Q� V °o Z
-fw� LOOT 19 GFE = 443.2/ o\ d J -
° BW 4a2.29' / . 1 /2352 $F FFE = 453.20 1 I O a 0 I \ a > �p ry
439.83' / ' - k / I I / ° D I L9 LU w of a
LOT 25 / 39.42' / / / 439.7\ ,/ // / / -./I; - ° 3 O - x uu
1560 SF/ // °. i //� // / // BW , / .// / I �//, D �� aiw uj
0 V1 V1
436.521 \' FFE = 439.50 / / / / / 440.95% Tw'
_ / / / I 52.98'
RETAINING WALL/ as D
453.21' I U)
° d - - - - - - / \\ / / / / / / MAX HEIGHT = 0/8' aw /. /. / GFE = 03 1 I / I / ° ry >
TS D ss / / aa2/ 8 °% I I / j \ m w O O
/ 7w / FFE=/454.03 I / / n v > U U
440.41' 439.92' / , /. I I / r�
A41.15' / / 443.80' L¢T 20 I , 0 , S o w Z Z ia' .
`\I S 438.38' �' i' \ ' / / , // 1.75' D -Tw . /' 1 /,1617SF i I / // ' SAN \ � � O O N � / BS / aazsz' . / / j I / � U U
_ LOT 26 / / I {
1357 SF /' 9h /\ / / BW BW ' 1 / wd wd
FFE = 440.50i 441.15' / 443.92j ,� I / / ?
442.10' /TS Tw - -.4' O O
440.74 / RETAINING WALL 448.02' 443.16 - I r -
437.66' / \ / /\ / MAX HEIGHT = 1' o W W
I I 44.015' 53.84` I i // \ N N
GFE = 4'44.86 I 6o \ w N N
FFE=454.86 / , 0 I cl)> W r 0
441.14' I // / ./' D
\ ° 439'.46' \ \/ p I / / / p 444.02 �I. 444.63' �T 21+II+ �, U o \
o \ 441.42" I / . / l Q O
LOT 27 t ° \ I'. /�617 SF
135t SF ° AAA / I ( 1 / I I / I p \.\ o DATE
\O 9D •� ^ * / FFE =41.50 \ vD \ / .1 / I / i / / I S I >
438.70• ` \ \ I 1 \ I I // . / / I // I 812412022
\ \ \ TS D BS7.42' I I I I 1 /�. /L 1 / = 1 Q / ' I O
\ 442.42' DRAWN BY
\ 1 '
\C. GAYNER
` BS- 54.68'LflT 28 I6 45490' I DESIGNED BY
438 5s 169$\SF'440.
I I •
GFE = 445.69 I / O I • C. SHIFFLETT
448T
FFE = 4423G� I I I I I I Q I
\
� I 4.1 • 445.46' FFE = 455.G9 1 I > I CHECKED BY
o \ \ ` \ 1 28 . LOT 22 I I I I •
\ \ \ \ / \ \ 1617 SF,I I v
I I D I � I • C. SHIFFLETT
v ` ° 439.84' \ G5 \ \ \ \ 442.79' \ I l; •I I I I I I ' I D • • SCALE
1 "=10'
44�' / \ \ \ a 4431z7' I II ' / GFE =446.52 13.4/ /
s+g / v
ETAINING WALL I BS E1/
FFE = 456.52 I
BS AX HEIGHT=2:4'. / 1 I / L -L J O \ \
ego \ a \ LOT 29 a43.5z' BW / I I / I Z \
li?2 SF 444.TS I I , 443.60' / .' .1 445.7.9'1' 446.29' / I I / / \IL W
440 Z/ L / I I' OT 23 I
o ° v - \ FFE * 444.20 I 9 / V
° o :ox �. aaos7• � c \ \ I p /..1 1 ,1837 SF
TW / 1 4 / I / I BS / D. 56.01'Ts
/ \ I BW q I J I / I 456.17' /
v
445.1z' Ia 4438T / 443 / ��_ L L
\ Tw 7// Pm",\ 442.92�. \ 1 I / 4 5:64' 445. / / /
TS 44-1
frFE 44 = 5.20 / 44� 70' 1445.70'
RETAINING WALL
LOT 30 MAX HEIGHT = p.2'
1358 SF
as z \\ I 283Q
p� n
vBW
444.01' Ir
679'
6.23' / ^
S ° y LOT 31 / 446.1z' 8� / 0 / . h / / / /D ' LU
L.L J Z
yL ag \ d •I / 1353SF �
FFE
=446.7/0'� to//. / � Q
a h / / m LL 445.19 i �/ o�• ^ ° \ 1 3.19' , \ F 203 / \ / // / / TS° / \ 446.32'/. W LL V
44Y.
TW
447.50' / / / .p i LU Z W
'FFE = 447.20
RETAINING
RETAINING WAS /$ / WIo
/g.8'
JLOT32 MA,dHEIGHT=
1501 SF Q/
Q
// //rS aa.8 ° TS // / O // / /
444.54' F 448.27' / TS
451.47'
?4?5S 3' .1T1 BTByeS 49.946.52'/ 45. 6!3/T 4/6/0.21
OO TS
45059'
\ I. 44'4 \ 1 / /
aa•
aas.
BW
1Vy 457.50'
F� x TAINING
o \ / N 00 / / / LOT 33 / WALL
o p \. ' , I I /l l / / 3570 SF MAX HEIGHT=
4.6' / / D 1 SCALE 1"=10' JOB NO.
BW / a. /. ° � SHEET NO.
/452.52' TW
KEY PLAN \\ I� 1' 1 ti - I ` ' 1 ° f 1 \/// / / \ \ l // / II // 452.5 / / D / \ C4.13A
eq
2
L
o
J f
°
°
0
0
10
�o °
;_
/ / _ r//11 \Ilk,
\�
/
d/'/_ 4yst-G 1 / /
\ / 9I/ /!
o -
4 0 0.
0/.0 0 0 0
/
of
91
�-
1 \> /
IpII I I I I I I I I I O00
/r
\ \ \\ \\1 ��\��
t l
\iie��)mi-o an,la/ne/urw c/v.!'//// 1('ie,\�111 �l'l /IIII /l,llhi/i/,///i///i//.//�
� 1 1 r
\ ll
I
/ I __ Il
I
I - /
/hI\
_
//
�� _
/ //
RA NAGE AREA 5 � _ =/p�/ /off//r/r I� �
TOTAL: 0.30 AC
IMP V -- -
ER IOUS: c 006AC, / / /�
TURF: 0.20AC = -�_ __
_ WOODS: 0.04 AC > o
CN=68
TC=6.0=--v�- - rrr
S -- r o - -� �j�- ///
r ° 0 o o 0 0 °j
//
o°°
f '
o
/ / rI I ff
°/�' ///% ( \ >/ /�/ / /-s �t�IJ'!'1
o/ ' / , \ / J //_ -DRAINAGE AREA 3
o°'�/// I °I 1/''/i���j �_-''-TOTAL: 7.01 AC/i�j
si + / _ _�/// DRAINAGE AREA 4// IMPERVIOUS: 4.24 AC
TOTAL: 0.63 AC /"'�� TURF: 2.77 AC
A/ _pII// / °
IMPERVIOUS- 0.11ACr i� __;� �_WOODS: 0.00AC /11/�i//ram//I/ / TURF:0.38AC /// r _-CN=83 I III IPi/
_� ° ///,II �_- _-TC=6.0 ll lllIilk I
/1-41y,
CN=67 �\///IIII1 �� -- 3 'TC=6.0 �>\i(III1\������� \\I,�O\6o \ f '\ I I 3L 3�i�\ _ >�� \�\III �` -
/ 4
/ I
&/ /i G ri/q /// / / /� a50, -
�////////�/////
10
,`,TjW�7"�_-� -.
r _ �' 475 480 485 -
IAill -
l/II+/% /(� .y ,'l'r \ .k �' ---_' I III
t,r` Ing-
POST-DEVELOPEDONSITE-
'1 POINT OF ANALYSIS 2 \ _ \ J -� \>+_ DRAINAGE AREA A
�:�f/TOTAL:1.80AC\� 3�a{
\'r„^
/ rl
I/ / r a/ / /./✓ / / /� // //�//
/bq/
I 40
1 -
q
I /
I DRAINAGE
AREA 1 A T -
1 O
BIO-RETENTION #1
TOTAL:4.48AC' -
IMPERVIOUS: 2.68 AC ' TUR//
F: 1.54 AC \ ll,i1/
\��\\ \Y\ �• •\� WOODS: 0.26
1\\o\'\\�\\ CN=83
\\ \ Tc-6.0
\
NON it \ \\\\
IMPERVIOUS: 0.00 AC
1 �dvy\II - TURF: 1.80 AC
�'• N I . 7�' / / r / s/ - WOODS: 0.00 AC
POST -DEVELOPED OFFSITE - CN = 61
I
DRAINAGE AREA B Tc = 6.0
TOTAL: 1.07-
a 6 +\ \\ 'IMPERVIOUS: 0.37 AC __r
1 III III \\ \\ c \ `TURF: 0.03 AC 4ARfOE
1 `= WOODS: 0.66 AC _S , ���S
- s
DRIF WI,-
)01
AINAGE AREAIBTO
BIO-RETENTION #1
TOTAL: 1.52 ACi�\\
IMPERVIOUS: 0.51 AC
TURF: 0.00 AC
WOODS: 1.01 AC
CN=73 !IWO"
Tc=6.0
DRAINAGE AREA 2 TO 2 G/''�j'$
BIO-RETENTION#2 j/ �'/r r ' i'/�`/!r'i j /I
i TOTAL: 2.36 AC
IMPERVIOUS:
1.37AC //
1 TURF: 0.95 AC\\s�s�
/r�r WOODS: 0.04 AC »�» off\ \ \\ \ \
• / :Tc=6.0 = /
_% -POST-DEVELOPED DRAINAGE AREAS �'//\'
s
`1
_ _14 r!!:
I i4r, rya J\
WATER OUANTITY ANALYSIS POINT 1
DRAINAGE AREA ANALYSIS (PRE -DEVELOPED
PRE AREA 1 (ONSITE)
AREA = 14.75 ACRES
IMPERVIOUS = 0.21 AC.
MANAGED TURF = 0.00
AC.
WOODED = 14.54 AC.
TC = 6.0 MIN.
Q (CFS)
V (AC -FT)
1 YEAR 7.42
0.404
10 YEAR 43.82
PRE AREA 2 (OFFSITE)
AREA = 1.52 ACRES
IMPERVIOUS = 0.51 AC.
MANAGED TURF = 0.00
AC.
WOODED = 1.01 AC.
TC = 6.0 MIN.
Q (CFS)
V (AC -FT)
1 YEAR 2.30
0.101
10 YEAR 7.18
DRAINAGE AREA ANALYSIS (POST -DEVELOPED
POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED)
AREA = 4.48 ACRES
IMPERVIOUS = 2.68 AC.
MANAGED TURF = 1.54 AC.
WOODED = 0.26 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 11.48 0.510
10 YEAR 27.80
POST AREA 1 B TO BIORETENTION 1 (OFFSITE, DETAINED)
AREA = 1.52 ACRES
IMPERVIOUS = 0.51 AC.
MANAGED TURF = 0.00 AC.
WOODED = 1.01 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 2.30 0.101
10 YEAR 7.18
POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED)
AREA = 2.36 ACRES
IMPERVIOUS = 1.37 AC.
MANAGED TURF = 0.95 AC.
WOODED = 0.04 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 5.77 0.256
10 YEAR 14.31
POST AREA 3 TO DRY POND (ONSITE, DETAINED)
AREA = 7.01 ACRES
IMPERVIOUS = 4.24 AC.
MANAGED TURF = 2.77 AC.
WOODED = 0.00 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 17.96 0.799
10 YEAR 43.50
POST AREA 4 (ONSITE, UNDETAINED)
AREA = 0.63 ACRES
IMPERVIOUS = 0.11 AC.
MANAGED TURF = 0.38 AC.
WOODED = 0.14 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 0.61 0.028
10 YEAR 2.43
POST AREA 5 (ONSITE, UNDETAINED)
AREA = 0.30 ACRES
IMPERVIOUS = 0.06 AC.
MANAGED TURF = 0.20 AC.
WOODED = 0.04 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 0.32 0.014
10 YEAR 1.20
COMBINED FLOW AT ANALYSIS POINT 1
Q (CFS)
1 YEAR 9.67
10 YEAR 51.04
FLOW THROUGH BIORETENTION 1
Q (CFS)
1 YEAR 2.28
10 YEAR 48.74
FLOW THROUGH BIORETENTION 2
Q (CFS)
1 YEAR 1.04
10 YEAR 14.11
FLOW THROUGH DRY POND
Q (CFS)
1 YEAR 1.33
10 YEAR 37.11
COMBINED FLOW AT ANALYSIS POINT 1
Q (CFS)
1 YEAR 3.73
10 YEAR 88.93
CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED :5//�� 0.80'(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + "QPRE-DEVELOPED OFFSITE
"MAX (I-rR) < 0.80"(7.42 ' 0.404AC-FT) / (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS)
= 3.79 CFS
Q(i_yR, POST -DEVELOPED = 3.73 CFS OK
NOTE:
THE STORMWATER QUANTITY CALCULATIONS AND PIPE CALCULATIONS FOR THIS PROJECT INCLUDE
ALLOCATIONS FOR 2.14 ACRES OF IMPERVIOUS AREA FOR THE FUTURE DEVELOPMENT OF BLOCK 12.
STORMWATER NARRATIVE
THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTIAL
COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING.
ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION
BASINS AND A DRY POND.
FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING
THE STORMWATER INTO THE MAPPED FLOODPLAIN IN ACCORDANCE WITH 9VAC25-870-66
SECTION C.3.C.
STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO
BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS.
DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS.
WATER OUANTITY ANALYSIS POINT 2
DRAINAGE AREA ANALYSIS (PRE -DEVELOPED)
PRE ON -SITE AREA A
AREA = 1.80 ACRES
IMPERVIOUS = 0.32 AC.
MANAGED TURF = 0.24 AC.
WOODED = 1.24 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 1.75 0.080
10 YEAR 6.95
PRE OFF -SITE AREA B
AREA = 1.07 ACRES
IMPERVIOUS = 0.37 AC.
MANAGED TURF = 0.03 AC.
WOODED = 0.66 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 1.61 0.070
10 YEAR 5.01
COMBINED FLOW AT ANALYSIS POINT 2
Q (CFS)
1 YEAR 3.35
10 YEAR 12.00
DRAINAGE AREA ANALYSIS (POST -DEVELOPED)
POST ON -SITE AREA A
AREA = 1.80 ACRES
IMPERVIOUS = 0.00 AC.
MANAGED TURF = 1.80 AC.
WOODED = 0.00 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 0.91 0.049
10 YEAR 5.35
POST OFF -SITE AREA B
AREA = 1.07 ACRES
IMPERVIOUS = 0.37 AC.
MANAGED TURF = 0.03 AC.
WOODED = 0.66 AC.
TC = 6.0 MIN.
Q (CFS) V (AC -FT)
1 YEAR 1.61 0.070
10 YEAR 5.01
COMBINED FLOW AT ANALYSIS POINT 2
Q (CFS)
1 YEAR 2.49
10 YEAR 10.39
CHANNEL PROTECTION (ENERGY BALANCE):
QDEVELOPED < 0-60*(()PRE-DEVELOPED*RVPRE-DEVELOPED) /
RVDEVELOPED + QPRE-DEVELOPED OFFSITE
Qnnax (1-vR) :50.80`(1.75 CFS ' 0.080 AC -FT) /
(0.049 AC -FT) + (1.61 CFS)
= 3.90 CFS
OK Q(I_yR) POST -DEVELOPED = 2.49 CFS
FLOOD PROTECTION:
POST -DEVELOPED Qio <_ PRE -DEVELOPED QID
OK 10.39 CFS:5 12.00 CFS
STORMWATER NARRATIVE ANALYSIS POINT
ANALYSIS POINT 2 IS LOCATED AT AN EXISTING DITCH. IN
THE PROPOSED CONDITION A CULVERT WILL CARRY
RUNNOFF BENEATH HORIZON ROAD, RELEASING IT INTO
THE EXISTING DITCH DOWNSTREAM FROM THE LIMITS OF
GRADING. ANALYSIS POINT 2 SERVES TO ENSURE
CHANNEL ADEQUACY OF THE EXISTING DITCH.
ENERGY BALANCE REQUIREMENTS WILL BE MET
THROUGH A REDUCTION IN IMPERVIOUS LAND COVER.
FLOOD PROTECTION REQUIREMENTS WILL BE MET BY
REDUCING THE 10-YEAR STORM PEAK FLOW RATE, IN
ACCORDANCE WITH 9VAC25-870-66, SECTION C. 1.
STORMWATER QUALITY WILL BE ADDRESSED THROUGH
THE INSTALLATION OF TWO BIORETENTION BASINS AND
THE PURCHASE OF OFFSITE NUTRIENT CREDITS.
DRAINAGE AREA = 0.39 AC C= 0.35
TC= 6 MIN S = 5.00%
1(2)= 0.154 IN/HR Q(2) = 0.39(0.35)(0.154) = 0.02 CFS
I(10) = 0.232 IN/HR Q(10) = 0.39(0.35)(0.232) = 0.03 CFS
V(2) = 1.15 FT/S (ALLOWABLE VELOCITY = 5 FT/S)
D(10) = 0.11'
GRASS LINED DITCH
n = 0.035
TYPICAL DITCH SECTION
DITCH CALCULATIONS
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812412022
DRAWN BY
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DESIGNED BY
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CHECKED BY
C. SHIFFLETT
SCALE
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24" LONG EPDXY
COATED #4 REBAR
UUTAMNATA
�24
12
�-A1 STONE FILL
GABION BASKET FOREBAY WALL
(BIORETENTION FACILITY #1)
NO SCALE
RIPRAP-LINED
PRE-TREATMENT
CELL
BASKET EDGE
24" LONG EPDXY
COATED #4 REBAR
MUTAMNATA
�A1 STONE FILL
GABION BASKET FOREBAY WALL
(BIORETENTION FACILITY #2)
NO SCALE
RIPRAP-LINED
PRE-TREATMENT
CELL
/ io 0
0 / o \ �/
0
PROP. RETAINING WALLS, SEE
TOP OF DAM = 426.50
SITE PLAN FOR LOCATION
8
EMERGENCY SPILLWAY,
RETAINING WALL 1
45' LONG, F WIDE
TW = 429.23
INV. 424.99
BW = 424.10 1.01' FREEBOARD
RETAINING WALL 2 100-YR ELEV. 425.49 _ _�
IMPERVIOUS CORE
TW = 428.10 10-YR ELEV_424.87
AND CUTOFF TRENCH
BIN= 424.10
3�
CREST ELEV. 423.92
11-YR ELEV. 423.75
60" RCP RISER
W/ TRASH RACK & ANTI -VORTEX DEVICE
INV OUT 417.90 (24" HDPE)
6" PVC PIPE
POND BOTTOM 418.00
1
1T91' - 24" HDPE @ 0.50%
4.2" H x 4.0" IN ORIFICE
W/TRASH RACK
INV = 418.00
INV 417.90
POND BOTTOM TO BE
INV 417.01
COMPACTED CLAY LINERS 8' DIA. X 1.
CONC. BASE
NOTES:
EMBED 6" IN CONCRETE
1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL.
1-YR ELEV = 423.75
2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN
10-YR ELEV = 424.87
TO BE PROVIDED BY GEOTECHNICAL ENGINEER.
100-YR ELEV = 425.49
3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO
ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED.
DRY POND DETAIL
No S°01B
° \ \
o \
° 1�1/q Eft-
�\ _ _ 6,
o / o � \\ \ boy "��� �--
00 / / o \ I / 00 + oO°"\\ \� -1 GPI
° \ / o
0
0 / / °°o \\ / °o° _ /
0 / / o \ l0 �VDOT�SIGHT ice/
o / 0 \ MANAGED ° DISTANCE 0 /
0 / ° \ \ \ STEEP SLOPES EASEMENT
0000
\ \ ( / (TYPICAL) ° 0/0
o ° /w0
0
0 0+
/ \ O /6
°
I°
0 '
_ /
o 1 o STREAM BUFFER/ o / o '
/ ° °
0 0 FLOOD PLAIN ( �° ' o /
0 - ° CONSERVATION AREA I ` //
0 0 0 \ °° I/
V 0 ° % - 0/00
o o ° - o / OVERALL
\ \ a \ ° / /o° 0 ° DEVELOPMEN Ik`�
1�\ 000 °� ( �o ° , o°° /TOTAL AREA IMPERVIOUS
18.32AC rk \
o i p- PERVIOUS 11.75 AC
f� --_ ---
0�� BIORETENTION #1 0 - / . , . �• ✓ ) : r ❑
A o
°
M i e
0 G G G G G G G /� �; �/ i DRAINAGE AREA A
°° /�Gp a� �GGGAA oonGGGGG G:. / J /�� �,. BIORETENTION #1
0 G G G G G G G p G GGG G 'G-6 i G -eA A G G 4� / / %. TOTAL = 4.63 AC +
G G G A G GGG A A G' G G G G G G G G G G • / FORESTED = 0.26 AC _- - I
PERVIOUS = 1.54 AC
GGG SWM FOREST AND G�G'G G G G G G
GGGG.' .1GG�GGGG (_ ��..:
AA OPEN SPACE G G p o G G M IMPERVIOUS = 2.83 AC ]� I/ �q 1GG, \ rTi-�t
oG AREA = 6.08 AC I 1.FILTER AREA REQ. = 3,626 SFJ ] I I
° '�`G AREA PROVIDED = 3,809 SF
° p G P TRVCT
/ 0 + G G G I DRAINAGE AREA B \ I
0 GGG . I I ♦ - BIORETENTION #2 I -
GGG ' _ I �� TOTAL = 1.97 \
0 0 o G p ,' I FORESTED = 0.00 AC -
° '* (� ° 4 PERVIOUS = 0.95 AC' I I ��
+ 0 G G A ...I ♦y . IMPERVIOUS = 1.02 AC
o ' GD '. '��' FILTER AREA REQ. = 1,570 SF r
+ ° G G 1,, AREA PROVIDED = 1,587 SF
°�
AREA EXCLUDED FROM
+ 00 �o o G ♦ ���' QUALITY CALCULATIONS
\ �GG.'_.�� •� �/1
° GGG . _ ....... A / AREA = 4.86 AC �\
/ 1 QGGGGG+GGGGW .6 8 _/
+ ° SGGGGGG G G GG
° GGGGGGGGGGG\
1 GGGGGGGGGGGG ° : ,..I /1 \ �_._ - �j\
� G 40
G G G� A GAG G G G AA G 11i,
\ O -9 G G G G G G GGGG GGGG ,
G A G G G GGGG 4� '® g o 0 0 0 '� •� �••• -�
\ ° ° ° `� °��' a G GGGG G GG �p� G• ,'.....---"'.._,r7 •
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S G-� G-A G G G m.'. .. h 4 •. G G /
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/ o �G G G G ��G G G G G L.. •••• • ..GGGG /
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\ °� ,� + J7�_ \3�� A.... , as G 'Y
GGGGGG G G G
�.r� ° + 4?O BUF PORTION OF FOREST OUTSIDE G G G G G G G /
V \ ° � FE/1 is" G G AA G tPL9a28B�/n ®B� G G G I
0 OFWPO/100 YEAR FLOOD PLAIN GAG �GGGGGGGGGGGGGGGGG
1 ° TO BE DEDICATED AS PART OF GG GGGGGGGGGGGG I / /
I / o GG GGGGGGGGGGG:^.
n 0 MITIGATION PLAN 0 ��\ AGG��� GGGGGpGGGG' q /
T /
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° ° 0 ° \
0 \ \ \ 0
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------ - - - -
PARCEL 09000-00-00-00 /AO
'HWOOD CHARLOTTESVILLE LLC
■
DRAINAGE AREA C
UNDETAINED TO DITCH ALONG
OLD LYNCHBURG ROAD
�'\ \ /
+
rl
/ M
60" NYLOPLAST BASIN WITH DOME GRATE -
TOP: 415.00'
STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE
PLUGGED FROM SEDIMENT BASIN CONFIGURATION.
TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK
SEE STORM PROFILES FOR ADDITIONAL INFORMATION
CLEANOUT RAMP SOIL TO LIP OF -
OVERFLOW STRUCTURTE
MIN SLOPE 3:1
BOTTOM OF
BIORETENTION
BASIN
3" HARDWOOD
BARK MULCH
36" BIOFILTER MIX
3" NO. 8 STONE
45" NO. 57 STONE
6"PERFORATED
SCHEDULE40
PVC UNDERDRAIN
1-YR ELEV = 415.05
10-YR ELEV = 415.25
100-YR ELEV = 415.96
MIRAFI 140N FILTER
FABRIC OR
EQUIVALENT. TO BE 2'
WIDE CENTERED ON
UNDERDRAIN
36" HDPE
NOTES
1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING
PERIOD OF THREE DAYS.
QUALITY SIZING CALCULATION:
DRAINAGE AREA = 4.63 ACRES TM= 10,877 CF ' 1.25 = 13,596 CF
IMPERVIOUS: 2.83 ACRES
MANAGED TURF: 1.54 ACRES
FORESTED: 0.26 ACRES
DESIGN STORAGE DEPTH: (3' X 0.25) + (5' X 0.4) + 1' PONDING = 3.75'
SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 13,596 / 3.75' = 3,626 SF
SURFACE AREA PROVIDED: 3,809 SF
PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH
= 15% X 13,596 / 3.75' = 544 SF
SURFACE AREA PROVIDED: 552 SF
BIORETENTION FACILITY #1 DETAIL (LEVEL 2)
NO SCALE
C=1-.
� tea. rr--•--��
r
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m
v PARCEL 07600-00-00-051
N SOUTHWOOD
CHARLOTTESVILLE LL
Jo NEIGHBORHOOD MODE
DISTRICT
DB. 4706 PG. 198
f-
T
SCALE 1"=100'
0 100' 200'
36" NYLOPLAST BASIN WITH DOME GRATE
TOP: 431.91'
TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK
INV. OUT = 424.43 18" HDPE
CLEANOUT RAMP SOIL TO LIP OF
OVERFLOW STRUCTURTE
MIN SLOPE 3:1
BOTTOM OF
D BIORETENTION
BASIN
3"HARDWOOD
BARK MULCH
36" BIOFILTER MIX
3" NO. 8 STONE
45" NO. 57 STONE
6"PERFORATED o 0 0
SCHEDULE40
PVC UNDERDRAIN
LEGEND
v v SWM FOREST
v v v AND OPEN SPACE
-PROPOSED
IMPERVIOUS AREA
AREA EXCLUDED
FROM CALCULATIONS
1-YR ELEV = 432.01
10-YR ELEV = 432.50
100-YR ELEV = 432.98
MIRAFI 140N FILTER
FABRIC OR
EQUIVALENT. TO BE 2'
WIDE CENTERED ON
UNDERDRAIN
18" HDPE
NOTES
1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING
PERIOD OF THREE DAYS.
QUALITY SIZING CALCULATION:
DRAINAGE AREA = 1.69 ACRES T(V)= 4,207 CF1.25 = 5,259 CF
IMPERVIOUS: 1.02 ACRES
PERVIOUS: 0.95 ACRES
FORESTED: 0.00 ACRES
DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35'
SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 5,259 / 3.35' = 1,570 SF
SURFACE AREA PROVIDED: 1,587 SF
PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH
= 15% X 5,259 / 3.35' = 236 SF
SURFACE AREA PROVIDED: 238 SF
BIORETENTION FACILITY #2 DETAIL (LEVEL 2)
NO SCALE
`1,0
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DATE
812412022
DRAWN BY
C. GAYNER
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C.!
SCALE
1"=100'
(W
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JOB NO.
40919
SHEET NO.
C6.01
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-- - - - -- -- /'y / /' / 0°
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/ '/ // / / , / / / / / (PRE0 SERVED) / '
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1
/
DEq Ymmia Funog Fetlmtion Aeethatl New Oevebpmerd Camplianre5preatlsheet - Version 3.0
/
f 2011 BMPStandards and Specifications 02013 Oran BMP standards and Specifications
/
Project Name: Sglthw00d
Date: 9/30/2022
_.....
/
BMP Design Specifcaiom Liar 2013 Draft Stds&Specs
Site Information
/
Post -Development Project (Treatment Volume and Loads)
/
Land Cover (acres)
/
ASoils
BSoils
CSails
DSMis
Tools
/
Ponet/Opm Spare Issas -undisturbed,
SIX
fores o ns are or reforested
6.08
/protected
Managed Tud(uree) -- disturbed, graded
11.75
/
for ads or other turf to be
11.]5
/ I
ImpeMtin Cawr(xree)
6.51
6.57
e Farest/Open Spare anus most bepraaaedln oaardame Wth me LSrpiniti RwaHFrdxtlon WMsd
24.40
RunoffCoefficients Rv
I
i
AnnConstantsual Rainfall )inches) a3
'Target event (inches) 1.00
Total Phosphoms(W) EMC n9r.) an
Total Nitride n(TN) EMC(mt/Q 1.96
Ta tTPload Ib/acre/ r 0.41
2 unitlessmmctionfactor O.So
Fonest/Open Space Cover (acres)
Fonest/Open Space Cover (acres)
ISM
Weighted RV (forest)
am
%Forest
25%
Managed Turf Cover (acres)
-1.
Welgimad Rv(turf)
am
%Managed Turf4896
ImpeMous Coier(acres)
6.S7
RV (Imperviws)
0.95
%1w,rvlous
2T%
Site Area (acres)
2440
Ste Rv
ILM
A Salo
e$oRe
C$olls1
Dsolls
Forest/Open Space
am
1O.m
0.04
1 0.05
MxagedTud
an
am
0.22
1 0.25
Impervious Cwer
am
0.95
0.95
I 0.95
Treatment Volume
0.7312
(acre-ft)
Treatment Volume (cubic feet)
31,849
TP Load (lls/yr)
m.01
TNLoad(ItV,; -
143.15
Site Results (Water Quality Compliance)
Area Checks
FOREST/OPEN SPACE (ad
IMPERVOUS COVER (ad
IMPERVIOUS COVER TREATED (ac)
MANAGED TURFAREA (ac)
MANAGED TURF AREA TREATED (ac)
AREA CHECK
data nput cells
onstantvalues
calculation cells
OA.A
DA.B
OA.0
DA.D
DA.E
AREACKEIX
0.26
0.m
D.oD
0.00
0.00
q(.
zs3
l.Dz
D.DD
D.DD
D.00
ar.
2.83
1D2
0.00
0.00
0.00
OK.
1.SM1
D.9s
a.aa
D.DD
D.00
ar.
1.SM1
D.9s
D.aa
D.DD
aoo
aD.
OK.
OK.
OK.
OK.
qc.
Site Treatment Volume (fta) 31,849
Runoff Reduction Volume and TP By Drainage Area
RUNOFF REDUCTION VOLUME ACHIEVED (ft')
TP LOAD AVAILABLE FOR REMOVAL (Ib/yr)
TP LOAD REDUCTION ACHIEVED (it/yr)
TP LOAD REMAINING (lb/yr)
DA. A
DA. B
DA. C
DA. D
DA. E
TOTAL
8,]02
3,3%
D
o
o
IZOfi8
6.83
2.64
a.
0.00
am
9A8
6.14
138
am
am
am
8.52
0.69
0.2]
am
0.00
Q�
0.96
NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)
44.93 1].38 Q00 a00 1 0.00 6131
Total Phosphorus
FINAL POST -DEVELOPMENT TP LOAD IIb/yr)
20.01
TP LOAD REDUCTION REQUIRED (Ib/yrl
10.01
TP LOAD REDUCTION ACHIEVED (Ib/yrl
8.52
TP LOAD REMAINING (Ib/yrl:
9
REMAINING TP LOAD REDUCTION REQUIRED (lb/yr):
1.49
Total Nitrogen (For Information Purposes)
POST-UVELOPMENT LOAD (Ib/yr)
143.15
NITROGEN LOAD REDACTION ACHIEVED (lb/yr)
62.31
REMAINING POST -DEVELOPMENT NITROGEN LOAD (Ib/yrI
80.85
DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3.0
BMP De4gr SpecificaLions Ust. 2013 Drag 3tds & Spars Update SummvyRuset
Site Summary Project T,OESnufhwood
Date: 44834 PdntPreview Font
Total Rainfall = 43 inches
Site Land Cover Summary
A its
1
B .
CSoib
DSoils
Totals
of Total
Forest/Open (acres)
0.00
6.08
0.00
1 0.00
1 6.08
25
Managed Tuff (acres)
1 0.00
11.75
am
1 0.00
1 11.75
1 a
Impervious cover (acres)
I om
I6.5
am
I add
6.57
27
24.4D
lm
Site Tv and Land Cover Nutrient Load.
Site Rv
0.36
Treatment Volume its
31,849
TP Load(lb/yr)
20.01
TN Load (lb/yr)
143.15
Total TP Load Red Lotion Requirred 10.01
ilblv
Site Compliance Summary
Total Runoff Volume Reduction (Rs)
12,058
Total TP Load Reduction Achl.ved
8.52
(lb/yr)
Total TN Load Reduction Achieved
62.31
(lb/yr)
Remaining Post Development TP Load
11.49
(lb/yr)
Remaining TP Load Reduction(lb/yr)
IM
Required
Drainage Area Summary,
D.AA
DA.B
DA.0
DA.D
O.kE
Total
Forest/Open (acres)
0.26
am
am
0.110
am
Managed Turf(urn)
1.54
am
am
0.00
am
mpery i us cover acres
2.83
1.02
am
ago
O.Oo
3,35
Total Are.(acrn)
4.8
1.97
am
am
Om
6.60
Drainage Area Compliance Summary
D.A. A
DA. R
DA. C
DA. D
DA E
Total
TP Load Reduced Ib r
6.14
2.38
0.00
0.ro
0.00
a.52
TN Load Reduced pb/yrl
44.93
v.38
0.00
0.00
0.00
62.31
Drainage Area A Summary
Land Cover Summary
AS0111
BSoils
Estill.
DSall.
Ttitd
%afToW
Forest/Open(acres)
am
0.26
0.m
0.m
am
6
Managed Turf lures)
am
1.54
am
am
1.54
33
Impervious Cava )urea)
0.00
2.83
O.m
0.00
2.83
61
1 4.0
BMP Sal.ctlons
Managed Turf
Impervious
BMP Treatment
TP Load hum
untreated TP
TP Removed
TP Remaining
Downstream
Praotice
tredlt Area
fever tredit
Volume (ftal
Upstream
load to Practice
(16
(Ib/yrl
Treatment to be
(acres)
Area (acres)
Practices (lost
cabs)
Employetl
Total Impervious fever Treated (acres)
2.83
Total Turf Area Treated (acres)
1.54
Total TP Load Reduction Achieved in
DA. lb/ r
6.14
Total TN Load Reduction Achieved in
DA. IIb r
44.93
Drainage Area B Summary
Land cover Surmises,
ASoils
BS.Rs
CSoll.
DSoRs
Total
%of Tofal
Forest/Open(acres)
am
am
am
am
am
0
Managed Turf(acres)
am
0.95
am
am
ass
a
Impervious cover (acres)
0.00
1,02
0.00
0.00
1.02
52
BMP Selections
Managed Turf
Impervious
BMP Treatment
TP LoadfrMn
Un[rerted TP
TP Removed
TP Remaining
Downstream
Practice
Qedi[as)
Cover QedU
ytilome(ft')
Upstream
Load to Practice
pb/yrl
Flood
Treatment to be
(xresl
Area (acres)
Practices (Ibs)
(Ibs)
Employed
Total Impervious Cover Treated(acres)
1.02
Tonal Turf Area Treated (acres)
0.95
Total TP Load Reduction Achieved in
DA. (lb 1-1
2.38
TotaITN Load Reduction Achieved in
DA. (lb/yr)
17.38
VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9
9.3. Maintenance Inspections
It is highly recommended that a spring maintenance inspection and cleanup be conducted at
each bioretention area. The following is a list of some of the key maintenance problems to look for:
• Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed,
and measure the depth of the remaining mulch.
• Check for sediment buildupat curb cuts ravel diaphragms or pavement edges that recants flow
,9p 9 p
from getting into the bed, and check for other signs of bypassing.
• Check for any winter- or salt -killed vegetation, and replace it with hardier species.
• Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds,
and remove it.
• Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair
It.
• Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or
concentrated flows, and take appropriate remedial action.
• Check inflow points for clogging, and remove any sediment.
• Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them
immediately.
• Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil
media, or other causes of insufficient filtering time, and restore proper filtration characteristics.
Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of
Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed
Protection website.
WATER QUALITY ANALYSIS
SITE DATA
POST -DEVELOPED PROJECT
FOREST/OPEN SP 6.08 C
MANAGED TURF 11.75 ES
IMPERVIOUS COVER = 6.57 ACRES
POST DEVELOPMENT LOAD (TP) (LB/YR)20.01
MAXIMUM PERCENT REDUCTION REQUIRED R REDEVELOPMENT = 20%
TOTAL LOAD REDUCTION REQUIRED (LB/YR) 10.01 LB/YR
TOTAL LOAD REDUCTION ACHIEVED (LB/YR) as LB/YR
REMAINING TP LOAD REDUCTION REQUIRED 1.49 B/YR*
*REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE
OF NUTRIENT CREDITS.
10.01 LB/YR X 25% = 2.50 LB/YR > 1.49 LB/Y
FF-SITE NUTRIENT CREDITS ALREADY PURCHASED = 1.25 LB/YR
REMAINING OFF -SITE NUTRIENT CREDITS TO BE PURCHASED = 0.24 LB/YR
NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE
CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S
FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY
THE FUTURE DEVELOPER.
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