HomeMy WebLinkAboutARB202100027 Plan - Approved 2021-09-03C1
COVER
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
IMAGE PROVIDED BY GOOGLE MAPS
SITE
999 RIO ROAD
FINAL SITE DEVELOPMENT PLAN
TAX MAP 61, PARCEL 154B
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1"=500'LEGEND
EXISTING NEW DESCRIPTION
Boundary & topographic survey provided by:
Meridian Planning Group, LLC, March 20, 2019.
PROPOSED Area %
Building 14,128 SF 16.9%
Pavement 23,902 SF 28.6%
Sidewalk 9,784 SF 11.7%
Open space 35,734 SF 42.8 %
Total= 83,548 SF (1.918 ac.)
C1 COVER
C2 EXISTING CONDITIONS
C3 SITE PLAN
C4 UTILITY PLAN
C5 OFF-SITE SEWER CONNECTION
C6 UTILITY PROFILES
C7 GRADING PLAN
C8 AMENITY & LANDSCAPE PLAN
C9 SITE, VDOT & ACSA DETAILS
C10 SITE, VDOT & ACSA DETAILS
C11 ACSA DETAILS
C12 SITE DETAILS
C13 MAINTENANCE OF TRAFFIC
SHEET INDEX
OWNER
Windmill Ventures LLC
535 Foxdale Lane
Charlottesville, VA 22903
ZONING
NMD - Neighborhood Model District
ZMA201900001 approved on March 4, 2020
The Code of Development associated with ZMA20190001 (revised January 29, 2020) establishes design guidelines, specific
regulations, and block characteristics for the development of this property
Overlays: Entrance Corridor, Airport Impact Area
Initial site plan SDP202000045 approved on 7/22/2020
MAGISTERIAL DISTRICT
Rio
SOURCE OF TITLE
DB 4505 PG 218
SOURCE OF BOUNDARY AND TOPOGRAPHY
FLOODZONE
RESERVOIR WATERSHED
This site is within the Meadow Creek Watershed.
This site is not within a watershed of a public water supply.
BENCHMARK
Datum for topography is NAVD 88
Visually verified by Shimp Engineering Staff on 12/23/2020
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the
permit.Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
acheived.
6. Paved, rip-rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
1.The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The
contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for
coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof
and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the
owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2.When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3.The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4.The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted
and the Virginia Department of Transportation prior to completing any off-site work.
5.Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6.Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner
and engineer.
7.Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will
not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8.All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9.All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10.Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11.Retaining walls require separate building permits.
12.All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13.Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09.
14.Where the flood level rims of plumbing fixtures are below the elevation of the 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
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15.All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
16.Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a
demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact
VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131.
GENERAL NOTES
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22902
(434) 227-5140
EXISTING Area %
Building 3,939 SF 4.7%
Pavement 2,348 SF 2.8%
Sidewalk 0 SF 0%
Open Space 77,261 SF 92.5%
Total= 83,548 SF (1.918 ac.)
EXISTING USE
Vacant Land
PROPOSED USE
Residential, Gross residential density: 13 du/ac
Lots 1-7: Multifamily, 2 units/building, 14 units total
Lots 8-13: Attached single-family, 6 units total
Lots 14-18: Single-family detached, 5 units total
LAND USE SCHEDULE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0279D), this property
is not located within a Zone AE 100-year floodplain.
SIGNS
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on-site.
Contractor shall provide handicap signs as shown on plan.
WATER & SANITARY SERVICES
Site is served by ACSA public water and sewer.
PARKING SCHEDULE
ITE Trip Generation
Block 1 (Mixed Use)
Multifamily units: 1 bedroom, 1.5 spaces per unit, 14 units total
= 21 spaces required
= 21 spaces provided
Block 2 (Residential)
Multifamily units (Single-Family Attached): 2 or more bedrooms, 2 spaces per unit, 6 units total
= 12 spaces required
= 12 spaces provided
Single family detached: 2 spaces per unit, 5 units total
= 10 spaces required
= 10 spaces provided
Total of 43 spaces required, maximum of 20% provided, 52 spaces provided
Parking for all uses are located within the open space parcel. Designated parking spaces are established with a shared parking
agreement, DB _ PG _
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the
proper service authority officials at the start of the work.
2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only
approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary.
3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by
the Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey.
5.The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6.All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes
all fire hydrant lines, service laterals and water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no-lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874
which amends the Safe Drinking Water Act).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
SETBACKS
Block 1 (Mixed Use)
FRONT MINIMUM: 3'
FRONT MAXIMUM: 50'
SIDE MINIMUM: None
SIDE MAXIMUM: 10'
REAR MINIMUM: None
REAR MAXIMUM: None
Block 2 (Residential)
FRONT MINIMUM: 5'
FRONT MAXIMUM: 40'
SIDE MINIMUM: 3'
SIDE MAXIMUM: 15'
REAR MINIMUM: 10'
REAR MAXIMUM: None
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
FENCE
UTILITY
UTILITY POLE
GUY WIRE
OVERHEAD UTILITY
UNDERGROUND UTILITY
STORM
STORM MANHOLE
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
SANITARY MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER LATERAL
WATER
WATER LINE
WATER METER
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
RD
S
W
RD
S
W
XX
OHUOHU
UGUUGU
1010
GAS GAS
BUILDING HEIGHT
Per approved ZMA201900001, maximum building height in Block 1 and 2 is 35'. All non-residential uses shall be limited to
one (1) story, or twenty-five (25) feet.
SDP202100009
RIO ROAD E
Total estimated flow is 3,526 gpm. Ten-pound drop for a Q20 could not be achieved at the time of hydrant flow test.
ISO needed fire flow is 1,500 gpm.
FIRE FLOW
Recreational area shall comply with conditions of approved ZMA20190001. Block 1 and 2 shall provide amenity area no less
than 20% of the total block area. Section 4.16 of the Albemarle County Zoning Ordinance shall apply to all recreational
facilities.
Block 1: 8,364 SF required, 8,518 SF provided.
Block 2: 8,276 SF required, 10,082 SF provided.
RECREATION
Per approved ZMA201900001, setbacks are provided as follows:
AM PM Daily
TotalUse Description ITE Qty In Out Total In Out Total
Single Family Detached 210 5 2 6 8 4 2 6 66
AM PM Daily
TotalUse Description ITE Qty In Out Total In Out Total
Multifamily (Low-Rise)220 20 2 8 10 9 5 14 110
DEVELOPER
999 Rio Road Development, LLC
912 East High Street
Charlottesville, VA 22902
(434) 218-0513
NOTES PER APPROVED ZMA201900001
1.Development of TMP 61-154B shall follow the approved Code of Development as part of ZMA201900001.
2.Section 4.16 of the Albemarle County Zoning Ordinance shall apply to all recreational facilities.
3.Signange shall be provided to prohibit vehicular traffic on private street in Block 2, except for emergency vehicles; or, bollards shall be
installed.
4.Notwithstanding anything herein to the contrary, all non-residential uses shall be limited in height to one (1) story, or twenty-five (25)
feet. Such uses shall also be limited to a building footprint of six thousand (6,000) square feet.
5.Porches, eaves and awnings shall be considered part of the structure and shall not extend closer to the street than the required
setbacks.
6.Minimum building separation shall be required per Section 4.11 of the Zoning Ordinance.
7.Any primary residential structures in Block 1 shall face Belvedere Boulevard.
8.The applicable setbacks for Block 2 shall be measured from the edge of Amenity Area D.
9.Pursuant to Section 32.7.9.7, the parking areas along the northern and southeastern boundaries of the subject property are required
to be screened. In addition to Section 32.7.9.7(b), see the Code of Development for appropriate screening options.
10.Dumpsters and Dumpster Pads on the Property shall be screened pursuant to Section 4.12.19.
11.The Applicant shall be required to provide onsite treatment of 25% of the required stormwater treatment. Such techniques of
treatment shall include pervious pavers, micro bioretention, or other approved measures.
12.15% of the total residential dwelling units within the project shall be Affordable Dwelling Units (the "15% Affordable Housing
Requirement"). The 15% Affordable Housing Requirement may be met through a variety of housing types, including but not limited to,
for-sale units or rental units.
APPROVED SPECIAL EXCEPTIONS
The private street authorization for amenity-oriented lots in Block 2 was approved by the Planning Commision on January 14, 2020.
In addition to the private street authorization, the following special exceptions were additionally approved by the Planning Commission on
January 14, 2020: curb & gutter, sidewalk, and planting strip for the private street in Block 2.
approved 9/3/2021 mmm
C2
EXISTING CONDITIONS
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
C3
SITE PLAN
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSC4
UTILITY PLAN
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
MATCHLINE C5
PRIVATE STREET ROW
C5
OFF-SITE SEWER
CONNECTION
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
MATCHLINE C4
C6
UTILITY PROFILES
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSC7
GRADING PLAN
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
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C8
AMENITY & LANDSCAPE
PLAN
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
2021.06.28 [ARB]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
JUSTIN M. SHIMP
Lic. No. 45183
T
FOR
R
E
VI
E
W
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
C9
SITE, VDOT & ACSA
DETAILS
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
C10
SITE, VDOT & ACSA
DETAILS
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
2021.06.28 [ARB]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
JUSTIN M. SHIMP
Lic. No. 45183
T
FOR
R
E
VI
E
W
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
8'
3"
5"
5"
4X4
POST
WIRE
MESH
TO BE
INSTALLED
BEHIND
WOODEN
SLATS
4X4
POST
18"
8'
31
2"
11
2"
18"
4X4
POST
4X4
POST
NATURAL
WOOD FINISH
C11
ACSA DETAILS
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
C12
SITE DETAILS
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
C13
MAINTENANCE OF TRAFFIC
SUBMISSION:
2020.05.26 [INITIAL SDP]
REVISION:
2021.01.21 [FINAL SDP]
2021.02.22 [ARB]
2021.04.13 [ACSA]
2021.05.10 [ARB]
2021.05.18 [FINAL SDP]
19.006
FINAL SITE DEVELOPMENT PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
999 RIO ROAD
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
Maintenace of Traffic:
TTC 20.2 & 23.2 to be used during entrance installation.
TTC 4.2 to be used for multi-use path installation.