HomeMy WebLinkAboutSUB202100124 Plat - Revision Road Plan and Comps. 2021-01-14PROFFIT ROAD TOWNHOMES SOUTH
LEGEND
EXISTING NEW DESCRIPTION
ROAD PLAN
SUB 2021-00124
C1 COVER
C2 PROFFERS
C3 EXISTING CONDITIONS-1
C4 EXISTING CONDITIONS-2
C5 SITE PLAN
C6 GRADING PLAN-1
C7 UTILITY PLAN-1
C8 GRADING & UTILITIES-2
C9 LANDSCAPE PLAN
C10 UTILITY PROFILES
C11 INTERSECTION SIGHT DISTANCE
PLAN, PROFILES & OPPOSING LEFT TURNS
C12 ROADS PLAN & PROFILES & SECTIONS
C13 ACSA DETAILS
C14 ACSA & SITE DETAILS
C15 MAINTENANCE OF TRAFFIC &
AUTO-TURN EXHIBIT
C16 TURN LANE WARRANT ANALYSIS
SHEET INDEX
VICINITY MAP SCALE : 1"=1000'boundaries
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
VACANT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
ACCESS EASEMENT
site text
NOTES
PARKING COUNT
DIMENIONS
ground
GRADING EASEMENT
INDEX CONTOUR
INTERVAL CONTOUR
SPOT EVELVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
RETAINING WALL
STAIRS
building
BUILDING
ROAD-EDGE OF PAVEMENT
ROAD- CENTERLINE
ROAD-FRONT OF CURB
ROAD BACK OF CURB
CG-2 STANDARD 6" CURB
CG-6 STANDARD 6" CURB AND GUTTER
CG-12 STANDARD ACCESS RAMP
SIDEWALK
BIKE PARKING
PARKING SURFACE
CROSSWALK
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
material
CONCRETE/PAVEMENT-SIDEWALK
RIPRAP
ASPHALT
GRASS
EC-3 MATTING
EC-2 MATTING
WETLAND
TREELINE
FENCE
STREAM
utility
UTILITY EASEMENT
UTILITY POLE
LIGHT POLE
OVERHEAD UTILITY
MANHOLE
sanitary & sewer
STORM LINE
ROOF DRAIN
DRAIN INLET
DRAINAGE EASEMENT
STORM DRAINAGE EASEMENT
STORM SEWER EASEMENT
SEWER LINE
SANITARY EASEMENT
water
WATER LINE
WATER METER
WATER VALVE AND BOX
FIRE HYDRANT
WATER EASEMENT
gas
GAS LINE
1.00'
10
x
10
Map provided by Google.com
x
x
x
SUBMISSION:
2021.07.01
REVISION:
2021.09.07
2021.09.21 [ACSA]
2022.01.14 [ENGINEERING]
18.041
ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
PROFFIT ROAD
TOWNHOMES SOUTH
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
LAND PLANNING - PROJECT MANAGEMENT
C1
COVER
N
SITEROUTE 29Boundary & topographic survey provided by:
Roger W. Ray & Associates, Inc. (April 15, 2019)
w/ topography provided by Axis Geospatial, LLC (March 14, 2019)
EXISTING Area %
Building 2,458 SF 1.9%
Travelway 7,244 SF 5.7%
Managed Turf/Woods 118,416 SF 92.4%
Total= 128,118 SF (2.94 ac.)
PROPOSED Area %
Building 33,000 SF 25.7%
Travelway 43,401 SF 33.9%
Managed Turf/Open space 51,717 SF 40.4%
Total= 128,118 SF (2.94 ac.)
OWNER/DEVELOPER
SIGNS
Greenwood Homes Charlottesville LLC
6535 Woodbourne Lane
Crozet VA, 22932
ZONING
R15 - Residential per ZMA 201800019. See proffers Sheet C2.
DISTRICT
Rivanna
SOURCE OF TITLE
DB 5160 PG 296
DB 512 PG 516 PLAT
SOURCE OF BOUNDARY AND TOPOGRAPHY
Maximum Allowable: 65 ft
Maximum Proposed: 30 ft
EXISTING USE
Single Family Dwelling
PROPOSED USE
40 Single Family Attached Dwelling Units, 13.6 DUA
Maximum Disturbed Area: 3.32 acres
LAND USE SCHEDULE
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 and/or the Charlottesville residency office Sign
Regulations prior to placement of any signs on-site.
Contractor shall provide handicap signs as shown on plan.
FLOODZONE
WATER & SANITARY SERVICES
Site is served by Albemarle County Service Authority.
PARKING SCHEDULE
RESERVOIR WATERSHED
This site is within the Powell Creek Watershed.
This site is not within a watershed of a public water supply.
BUILDING HEIGHTS
ITE Trip Generation
BENCHMARK
Datum for topography is NAVD 88
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).
10. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be
prohibited. Plan accordingly.
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.
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.Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos
removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and
permits for demolition projects.
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 manhole cover of the next upstream
manhole in the public sewer shall not discharge through a backwater valve.
GENERAL NOTES
SETBACKS
PARKING SCHEDULE FOR TMP 32-35
Required:
Per Albemarle County Code of Ordinances, Chapter 18, Article II Section 4.12.6
Single Family Attached Dwellings:Two or more bedrooms, 2 spaces per unit + 1 guest space per 4 units
2 * 40 units + 40
4 = 80+10 = 90 Parking Spaces Required.
Maximum Parking allowed = Parking Required + 20% of Parking Required = 90 + (90*0.20) = 108
Provided:
9 + 38 one car driveway parking (lots 2-7 and lots 9-40)+ 19 one car garage units (lots 22-40) + 21 (2) car garages (lots 1-15, & lots 16-21)
108 parking spaces provided*
Note: no parallel on street parking is provided.
Front:
Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way
Maximum 25 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way
Side:
Minimum 5 ft, unless the building shares a common wall
Rear:
Minimum 20 ft
Building Separation:
Minimum 10 ft, unless the building shares a common wall
According to the FEMA Flood Insurance Rate Map, effective February 4, 2005
(Community Panel 51003C0285D) this property does not lie in a floodplain
Trip Generation reflects AM and PM peak hour traffic.
(Does not include right-of-way dedication area)
RECREATIONAL AREA
Recreational area will comply with Section 4.16 of the Albemarle County Zoning Ordinance. Required minimum of 200 square
feet per unit of recreational area shall be provided in common area or open space on the site, not to exceed five percent of gross
site area. Tot lot equipment provided shall be in accordance with Section 4.16.
Site area = 128,118 SF
Required Recreational Area = 6,406 sf
Proposed recreational area= 5,000 sf + 2,400 tot lot =7,400 sf
1.Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the contractor will be responsible for
notifying the proper ACSA officials at the start of the work.
2.The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of
unmanned aerial vehicles for the purpose of imagery collection.
3.The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only
approximately correct. the contractor shall, on his own initiative, locate all underground lines and structures, as necessary.
4.All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as
adopted by the ACSA.
5.Datum for all elevations shown in national geodetic survey.
6.The contractor shall be responsible for notifying miss utility (1-800-552-7001).
7.All water and sewer pipes shall have a minimum of three and a half (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.
8.All water and sewer appurtenances are to be located outside of roadside ditches.
9.Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line.
10.Trees are not permitted in the ACSA easement.
11.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).
12.The sewer lateral beyond the connection at the sewer main shall be private. the sewer lateral stub-out shall undergo the ACSA
low-pressure air test to satisfy county testing requirements. visual inspection of the sewer lateral stub-out shall be witnessed by the
county building inspections department. this inspection shall occur under an “other plumbing” permit which must be obtained by the
contractor.
13.The sewer lateral beyond the connection at a manhole shall be private. visual inspection and pressure testing of the sewer lateral shall
be witnessed by the county building inspections department. this inspection shall occur under an “other plumbing” permit which must be
obtained by the contractor.
14.The fire sprinkler main downstream of the gate valve is private. visual inspection and testing of the fire sprinkler main downstream of the
gate valve shall be witnessed by the county building inspections department. this inspection shall occur under an “other plumbing” permit
which must be obtained by the contractor.
15.all flushing of fire sprinkler mains shall not occur until approval is given by the ACSA.
ACSA GENERAL WATER & SEWER CONDITIONS
All curb, gutter, pavement and stone applications, and drainage structures shall be in
conformance with VDOT standards and specifications.
MATERIALS NOTE
PLAN PREPARER
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22903
(434) 227-5140
TRASH DISPOSAL AND WATER & SANITARY SERVICES
Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure.
Water and Sanitary Service is provided by Albemarle County Service Authority.
VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated
road/shoulder closures”, “The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set
up and take down to VDOT'S Smart Traffic Center (540-332-9500)”, “Copies of all independent testing reports to be submitted to VDOT
for verification”, “A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT.” “All
areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an
approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic.” And that “Traffic shall be
maintained during construction of the tie-in and mill of the adjacent travel lanes.” “water lines, sewer lines, etc. crossing future VDOT
maintained roads have to be sleeved with ductile iron pipe “two (2) times diameter of the utility line).” And “A video (3 electronic copies to
VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review
and approval prior to paving operations.
VDOT NOTES
All outdoor light fixtures shall not exceed 3000 lumens. No other luminaires are proposed.
LIGHTING
ALBEMARLE COUNTY, VIRGINIA
TAX MAP 32, PARCEL 35
TURN AROUND DESIGN NOTES
1- All proposed streets have a turn around, the design for vehicular use allows residence and visitors to turn around easily.
2- No Cul-Da-Sacs are proposed nor required in this project because the side streets have a length of < or = to 150 ft.
CONTRACTOR MUST REVIEW THE FOLLOWING VDOT STANDARD DETAILS PRIOR TO CONSTRUCTION.
1.VDOT 315: WP-2 ASPHELT PAVEMENT WIDENING
2.VDOT CG-12: DETECTABLE WARNING SURFACE (GENERAL NOTES)
3.VDOT CG-12: DETECTABLE WARNING SURFACE (METHOD OF INSTALLATION)
4.VDOT CG-12: DETECTABLE WARNING SURFACE (TYPE A)
5.VDOT CG-12: DETECTABLE WARNING SURFACE (TYPE B)
6.VDOT CG-11: METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES
7.VDOT CG-6: COMBINATION 6" CURB & GUTTER
8.VDOT CG-3: STANDARD 4" CURB
9.VDOT CG-2: STANDARD 6" CURB
10.VDOT MH-1: MANHOLE FOR 12" - 48" PIPE CULVERT
11.VDOT MH-1 FRAME & COVER: MANHOLE FOR 12" - 48" PIPE CULVERTS
12.VDOT DI-7, 7A, 7B: STANDARDS DI-7, 7A OR 7B WITH FLUME CONNECTION
13.VDOT DI-3A, B, & C: STANDARD CURB DROP INLET
14.VDOT IS-1: STANDARD METHOD OF SHAPING MANHOLES & INLET INVERTS
VDOT DETAILS
SUBMISSION:
2021.07.01
REVISION:
2021.09.07
2021.09.21 [ACSA]
2022.01.14 [ENGINEERING]
18.041
ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
PROFFIT ROAD
TOWNHOMES SOUTH
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
LAND PLANNING - PROJECT MANAGEMENT
C2
PROFFERS
SUBMISSION:
2021.07.01
REVISION:
2021.09.07
2021.09.21 [ACSA]
2022.01.14 [ENGINEERING]
18.041
ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
PROFFIT ROAD
TOWNHOMES SOUTH
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
LAND PLANNING - PROJECT MANAGEMENT
C3
EXISTING CONDITIONS
20 0 20 40 60
Scale: 1"=20'NMATCHLINE C4-1
SUBMISSION:
2021.07.01
REVISION:
2021.09.07
2021.09.21 [ACSA]
2022.01.14 [ENGINEERING]
18.041
ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
912 E. HIGH ST.
CHARLOTTESVILLE VA, 22902
FILE NO.
PROFFIT ROAD
TOWNHOMES SOUTH
434.227.5140
JUSTIN@SHIMP-ENGINEERING.COM
LAND PLANNING - PROJECT MANAGEMENT
C4
EXISTING CONDITIONS
20 0 20 40 60
Scale: 1"=20'NMATCHLINE C3-2
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC5SITE PLAN200204060Scale: 1"=20'N
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC6GRADING PLAN-1200204060Scale: 1"=20'N
RDRDRDRDRDRDRDRD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD
RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RD RD RD RD RD RDRD RD RDRDRDRDRDRDRDRDRDRDRDRDRDRDSUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC7UTILITY PLAN-1200204060Scale: 1"=20'N
RDRDRDRDRDRDRDRD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD
RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RD RD RD RD RD RDRD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDSUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC9LANDSCAPE PLAN200204060Scale: 1"=20'N
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC10UTILITY PROFILES
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC11INTERSECTION SIGHT 200204060Scale: 1"=20'DISTANCE PLAN, PROFILE &OPPOSING LEFT TURNSN200204060Scale: 1"=20'N
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC12ROAD PROFILES200204060Scale: 1"=20'NNN200204060Scale: 1"=20'200204060Scale: 1"=20'200204060Scale: 1"=20'N200204060Scale: 1"=20'N200204060Scale: 1"=20'N& SECTIONS
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC13ACSA DETAILS
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC14VDOT & ACSA DETAILS6" CURB12"TRANSITION TO 0" HEIGHT
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC15MAINTENANCE OFMaintenace of Traffic:TTC 20.2 & 23.2 to be used duringentrance installation.TTC 4.2 to be used for multi-usepath installation.TRAFFIC & AUTO-TURNEXHIBIT
SUBMISSION:2021.07.01REVISION:2021.09.072021.09.21 [ACSA]2022.01.14 [ENGINEERING]18.041ROAD PLANALBEMARLE COUNTY, VIRGINIA912 E. HIGH ST.CHARLOTTESVILLE VA, 22902FILE NO.PROFFIT ROADTOWNHOMES SOUTH434.227.5140JUSTIN@SHIMP-ENGINEERING.COMLAND PLANNING - PROJECT MANAGEMENTC16TURN LANE WARRANTANALYSIS