HomeMy WebLinkAboutARB201900085 Presentation 2019-09-03 W4 Development Car Wash
Conceptual Plan
ARB-2019-85
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This is a proposal to construct a 3,739 sf car wash building,
to install related equipment, and to complete associated site improvements.
The site fronts Rt. 29 Entrance Corridor at the intersection with Woodbrook Drive.
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The existing building predates the establishment of the Entrance Corridor overlay district.
The proposed development would replace the existing building occupied by Allen, Allen, Allen & Allen.
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The existing building is located approximately 47' from the Route 29 right of way.
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The proposed building will be approximately 25' from the Route 29 right of way.
Three sides of the building and site will be visible from the Entrance Corridor.
Vehicles would still enter the site from the existing entrance from the Rio Hill Shopping center, on the west side of the
property.
They would pass by pay stations located south of the building, and then enter the car wash tunnel at the south side of
the building, exiting the north side.
They could also stop at Vacuum stations located west of the building.
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As the renderings and elevations show, the distribution of materials and details creates a base-middle-top historic
pattern.
The mass of the building is broken down into a series of bays with varying depths and heights and the walls are capped
with a cornice.
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However, not all materials and colors are specified.
One item of specific note is the overhead door on the north side of the building. No material or color is specified.
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And that overhead door is not shown in the renderings.
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One of the primary issues here is the car wash-related equipment.
EC guidelines state that visibility of equipment should be eliminated.
That includes the three pay stations on the south side of the building and
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21 vacuum stations on the west side of the building.
Those stations are distributed across the three rows of parking spaces.
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Additional details are needed to more completely describe the equipment.
But from what has been submitted,
and from some online research,
It is anticipated that the equipment—the vacuums in particular—
are expected to have a significant negative visual impact.
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A pre-application conference was held for this development in May of this year. Staff recommended a change in the
building orientation, rotating it by 90 degrees, to better screen the equipment and to present more of a building front to
the Entrance Corridor. The applicant incorporated this change into their current proposal and the building now provides
significant screening.
However, the equipment will still be visible from the street, to the north and south of the building, so additional
screening is needed.
This is especially true when viewed from the southside of the development, where no landscaping is proposed along the
majority of the property line adjoining the stormwater management basin.
Landscaping in this area is somewhat limited because of an existing sanitary sewer easement.
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This is the current view along the property line.
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And this is the view of that property line from the Entrance Corridor.
Screening shrubs within the easement, and screening trees and shrubs placed further into the site, could provide the
required equipment screening.
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Another of the primary issues here is the close proximity of the proposed building to the Entrance Corridor, and the
easements between the proposed building and Entrance Corridor (including an overhead utility line), significantly impact
landscaping.
This is also true with the existing building, as exhibited by the trees currently along the Entrance Corridor, even though
the existing building is located over 20' further from the Entrance Corridor.
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The proximity of the building to Route 29 has likely led to the proposed landscaping along the Entrance Corridor street
frontage being below minimum requirements.
The item most of note is that small shade trees are proposed along the Entrance Corridor instead of the required large
shade trees.
Revisions to the site plan that would allow the street trees to be outside of the overhead utility easement have been
suggested.
One such suggestion is moving the building further away from the Entrance Corridor while maintaining parking and
equipment behind the building, as viewed from Route 29.
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SUMMARY OF RECOMMENDATIONS
Staff recommends the following as the primary pouus of discussion.
I The bolding design,the ttntenals,the proportions of the southernmost building bay
2 The location of the building and how it impacts the street trees along the EC
3 The vacuum and pay station equipment visibility,character.appropriate treatment.screening.
4 The character of the proposed canopies and whether they will be integrated ono the overall plan of development.
5 The landscaping proposed along the EC.
6 The signage shown in the elevations and rendenngs
Staff offers the following comments to the Conceptual Plan.
I Ensure that the site plan building footpnm.renderings.and building elevations slow the same design and details,including the depth of the bays
2 Provide material and color samples,for all materials.Include matenal and color information for all materials and building components on the arclutecnual
elevation sheets(01-Al and 01-A2) Indicate on the drawings the material and color for the overhead door on the north side(exit)of the tunnel.Provide
nmtenal and color samples for the canopies.vacuum equipment,and auto sentry and gate equipment.
3 Clearly specify if the large window area on the south end of the front of the building is an overhead door or a window
4 Reduce the height of the southernmost bay of the building somewhat to improve its proportion to the rest of the building.
5 Show all structures and equipment m the site plan and rentdemtgs. Include vacuum canopies m all graphics to allow for a complete review
6 Ensure that all structures are designed to appear fully integrated into the overall site.
7 Ensure that the matend and color of the overhead door on the north side of the building is integrated into the design of the bolding and the character of the
EC.
8 Submit a window glass sample and specs with the next submission
9 Add the standard window glass note to the drawings with the next submission.Visible light transmittance OW shaft not drop below,40%Visible light
reflectance(IZR)shall not exceed 30%
10 Provide detail drawings and color samples for the vacuum and auto sentry equipment.
We've listed a number of recommended changes in the staff report
Most issues are relate to the equipment and the landscaping along the Entrance Corridor.
The applicant has also provided an animation that can be viewed at this time if the ARB wishes
to do so.
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Staff offers the following comments to the Conceptual Plan(continued)
II Provide in the plan all pay station and vacuum station-related elements(canopies,trash cans,lighting,pay stations,etc.)
12 Eliminate the under-mounted LED lights contamed m the vacuum equipment.Provide drawings that confirm the lack of illumination
13 Provide a&tipster screen detail tit the site plan
14 Ensure the du mpster is shown in the same location throughout all drawing sets
13 Provide preliminary information on vacuum and pay station-related sigmge for review
16 Revise the drawings to show where braiding-and car wash-related equipment is located.If the location is inside the building,rote this on the plans If
located on the rooftop,provide a roof plan slowing equipment locations,and show the equipment locations and heights on the elevation drawings
17 Add the standard mechanical equipment visibility note to the drawings with the next submission tisibility of all mechanical equ pment from the Entrance
Corridor shall be eliminated.
18 Provide a complete lighting plan for review Include all budding-and ground-mounted lights in the tighnog plan Include specifications and manufacturer's
cut-sheets for all proposed light fixtures.
19 Remove the light fixtures shown above the three awnings m the noddle bay of the EC elevation
20 hiclude the following standard note on the lighting plan.Each outdoor luminaire equipped with a lamp that emits 3 000 or more initial lumens shall be a full
cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads.The spillover of
lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one halffootcandle
21 Provide the required large shade trees along the EC.Locate these to be outside of the power easerrem.
22 Revise the shade tree spacing to be 35'on center along the EC and provide flowering ornamental trees interspersed among the required large shade trees.
23 Revise the plant schedule so that the shade trees along the EC are 3%"caliper at time of planting and the street trees proposed for Woodbrook Dm'e are 2
%-caliper at time of planting.
24 Add one more medium or large shade tree 2'/:caliper at planting to the planting area adjacent to the sidewalk on the west side of the building,near the
entrance to the office
25 Provide at least one more large tree along the west perimeter of the parking area,to the south of the duaquter This tree must beat least 2 V'caliper at tine
of planing.
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Staff offers the following comments to the Conceptual Plan(continued)
26 Provide full screemng for the vacuum stations,the auto semi,and gate,and all associated equipment. Provide screening shrubs along the southern and
northern borders of the property and along pottiom of the EC frontage that are not screened by the building. The screening shrubs neat be of a species,
spacing and height that will provide the full screening of all mechanical equipment at the time of planting. If screening of mechanical equipment is provided
elsewhere then provide screening shrubs to the south along the stonmwater management basin,at a muumum planting height of 24"to mmiiuze the impact
of the stacking area
27 Provide large shade trees.2'/i".caliper at planting,in the planing island between the entrance drive aisle and the parking spaces to help screen the vactonn
equipment.
28 Revise the planting height for the Ink-berry and Yaupon Hollies to be at least a minimum of 24"
29 Provide shrubs or other vegetation along the front of the building.
30 Add the standard plant health note to the landscape plan.All site plantings of trees and shrubs shall be allowed to mach,and be maintained at,mature
height,the topping of trees is prohibited Shrubs and trees shall be pruned minimally mid only to support the overall health of the plant
31 Consider moving the building further away from the EC.while maintaining parking and equipment behind the building(as viewed from EC)
32 Provide a pedestrian connection between the internal sidewalk and the sidewalk along the edge of the EC.
33 Revise the proposed contours such that they appear natural,rounded and do not have less than a ten foot radius throughout the site and where they blend with
the existing topography
34 Provide the conservation checklist in the site plan
35 Provide a tree protection fencing detail in the site plan and show the tree protection fencing in the Grading and Draining Plan sheet.
36 Sign applications are negmred for all proposed signs Eliminate cabinet style signs or limit them to secondary signs.All cabinet type signs mat have opaque
backgrounds. Reduce the number of colors used in the sign to be no more than three(including white) Eliminate overly intense colors from the sign
proposal.
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W4 Development Car Wash
Conceptual Plan
AR B-2019-85
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SUMMARY OF RECOMMENDATIONS
Staff recommends the following as the primary points of discussion:
1. The building design, the materials,the proportions of the southernmost building bay
2. The location of the building and how it impacts the street trees along the EC.
3. The vacuum and pay station equipment: visibility, character, appropriate treatment, screening.
4. The character of the proposed canopies and whether they will be integrated into the overall plan of development.
5. The landscaping proposed along the EC.
6. The signage shown in the elevations and renderings.
Staff offers the following comments to the Conceptual Plan:
1. Ensure that the site plan building footprint, renderings, and building elevations show the same design and details, including the depth of the bays.
2. Provide material and color samples, for all materials. Include material and color information for all materials and building components on the architectural
elevation sheets (01-Al and 01-A2). Indicate on the drawings the material and color for the overhead door on the north side (exit)of the tunnel. Provide
material and color samples for the canopies, vacuum equipment, and auto sentry and gate equipment.
3. Clearly specify if the large window area on the south end of the front of the building is an overhead door or a window.
4. Reduce the height of the southernmost bay of the building somewhat to improve its proportion to the rest of the building.
5. Show all structures and equipment in the site plan and renderings. Include vacuum canopies in all graphics to allow for a complete review.
6. Ensure that all structures are designed to appear fully integrated into the overall site.
7. Ensure that the material and color of the overhead door on the north side of the building is integrated into the design of the building and the character of the
EC.
8. Submit a window glass sample and specs with the next submission.
9. Add the standard window glass note to the drawings with the next submission: Visible light transmittance (VLT) shall not drop below 40%. Visible light
reflectance (VLR)shall not exceed 30%.
10. Provide detail drawings and color samples for the vacuum and auto sentry equipment.
•
Staff offers the following comments to the Conceptual Plan(continued):
11. Provide in the plan all pay station and vacuum station-related elements(canopies,trash cans, lighting, pay stations, etc.).
12. Eliminate the under-mounted LED lights contained in the vacuum equipment. Provide drawings that confirm the lack of illumination.
13. Provide a dumpster screen detail in the site plan.
14. Ensure the dumpster is shown in the same location throughout all drawing sets.
15. Provide preliminary information on vacuum and pay station-related signage for review.
16. Revise the drawings to show where building- and car wash-related equipment is located. If the location is inside the building, note this on the plans. If
located on the rooftop, provide a roof plan showing equipment locations, and show the equipment locations and heights on the elevation drawings.
17. Add the standard mechanical equipment visibility note to the drawings with the next submission: Visibility of all mechanical equipment from the Entrance
Corridor shall be eliminated.
18. Provide a complete lighting plan for review. Include all building- and ground-mounted lights in the lighting plan. Include specifications and manufacturer's
cut-sheets for all proposed light fixtures.
19. Remove the light fixtures shown above the three awnings in the middle bay of the EC elevation.
20. Include the following standard note on the lighting plan: Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full
cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of
lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle.
21. Provide the required large shade trees along the EC. Locate these to be outside of the power easement.
22. Revise the shade tree spacing to be 35'on center along the EC and provide flowering ornamental trees interspersed among the required large shade trees.
23. Revise the plant schedule so that the shade trees along the EC are 3 '/2" caliper at time of planting and the street trees proposed for Woodbrook Drive are 2
''A" caliper at time of planting.
24. Add one more medium or large shade tree 2 '/2 caliper at planting to the planting area adjacent to the sidewalk on the west side of the building, near the
entrance to the office.
25. Provide at least one more large tree along the west perimeter of the parking area,to the south of the dumpster. This tree must be at least 2 '/2" caliper at time
of planting.
Staff offers the following comments to the Conceptual Plan(continued):
26. Provide full screening for the vacuum stations,the auto sentry and gate, and all associated equipment. Provide screening shrubs along the southern and
northern borders of the property and along portions of the EC frontage that are not screened by the building. The screening shrubs must be of a species,
spacing, and height that will provide the full screening of all mechanical equipment at the time of planting. If screening of mechanical equipment is provided
elsewhere then provide screening shrubs to the south, along the stormwater management basin, at a minimum planting height of 24"to minimize the impact
of the stacking area.
27. Provide large shade trees, 21/4" caliper at planting, in the planting island between the entrance drive aisle and the parking spaces to help screen the vacuum
equipment.
28. Revise the planting height for the Inkberry and Yaupon Hollies to be at least a minimum of 24".
29. Provide shrubs or other vegetation along the front of the building.
30. Add the standard plant health note to the landscape plan:All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature
height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant.
31. Consider moving the building further away from the EC,while maintaining parking and equipment behind the building(as viewed from EC).
32. Provide a pedestrian connection between the internal sidewalk and the sidewalk along the edge of the EC.
33. Revise the proposed contours such that they appear natural,rounded and do not have less than a ten foot radius throughout the site and where they blend with
the existing topography.
34. Provide the conservation checklist in the site plan.
35. Provide a tree protection fencing detail in the site plan and show the tree protection fencing in the Grading and Draining Plan sheet.
36. Sign applications are required for all proposed signs. Eliminate cabinet style signs or limit them to secondary signs.All cabinet type signs must have opaque
backgrounds. Reduce the number of colors used in the sign to be no more than three (including white). Eliminate overly intense colors from the sign
proposal.
DEMOLITION NOTES:
1. THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR
TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY
COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES.
2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT
REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS AS
SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.
A. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, AND
CURBING TO DEMOLITION LINE SHOWN.
3. ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE
DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE
SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES.
4. ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT
LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING
CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE
NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL
SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.
5. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE
THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT
INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND
SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT.
6. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF
ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THE
DEMOLITION/EXCAVATION PROCESS.
7. DISPOSAL
A. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS.
COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF
WASTE AND DEBRIS.
8. PAVEMENT REMOVAL \
A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACING LEAVING A
UNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAINING 4
ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT
SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION,
B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR
VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX
CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID
PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION
THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,
EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED.
9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED
PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY
ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING
DEMOLITION WORK.
11.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION
REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE
CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION
WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL.
12.CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE
DRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC,
TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED.
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LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
ENGINEER:
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
Contact: Jeff Carter, P.E.
Tel. (770) 725-1200
jeff@carterengineering.net
Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle
County, Virginia 22901
Parcel No.: #04500-00-00-093CO
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear: 20-feet Side:15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 0.86 acres
Boundary and topographical Information obtained from field run survey by Hurt
& Proffitt dated April 30, 2019. Phone (434) 847-7796
Contour interval is 1 Feet (NAVD 88)
F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006
indicates that this property is located in "Zone X".
The underground utilities shown hereon have been located from field
information and existing drawings. The surveyor nor engineer warrants that the
underground utilities shown comprise all such utilities in the area, either in
service or abandoned. The surveyor nor engineer warrants that the underground
utilities shown are in the exact location indicated. The surveyor nor engineer has
physically located all the underground utilities.
It is the responsibility of the contractor to field locate all utilities prior to
commencing work and notify engineer if a discrepancy is found.
The contractor shall verify the invert elevations of all existing storm and sanitary
sewer structures prior to commencement of storm and sanitary sewer
construction.
UNDERGROUND UTILITIES DISCLAIMER
Information regarding the reputed presence, size, character and location of existing
underground utilities and structures related to underground utilities is shown
heron. There is no certainty of the accuracy of this information and it shall be
considered in that light by those using this drawing. The location and arrangement
of underground utilities and structures related to underground utilities shown
hereon may be inaccurate and utilities and structures related to underground
utilities not shown may be encountered. The owner, his employees, his consultants
and his contractors shall hereby distinctly understand that the surveyor is not
responsible for the correctness or sufficiency of this information regarding the
underground utilities and structures related to underground utilities shown hereon.
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20' 10, 0 20' 40' 60'
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No, 41920
CARTER
ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc. I
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.carterengineering.net
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PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEET TITLE:
EXISTING
CONDITIONS &
DEMO PLAN
SHEET NUMBER:
2
PROJECT NUMBER:
19016W4D
DATE:
07/05/19
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INV. fill =475.8'
INV. OUT =475.7'
U.S. ROUTE 29 (SBL)
SEMINOLE TRAIL
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SCT RIO HILL, LLC,
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INV. IN=4531.3'
INV. OUT=.481.3'
V E ... .... L4 ti .....
EX JBOX
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LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
ENGINEER:
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
Contact: Jeff Carter, P.E.
Tel. (770) 725-1200
jeff@carterengineering.net
Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle
County, Virginia 22901
Parcel No.: #04500-00-00-093C0
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear: 20-feet Side:15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 0.86 acres
Boundary and topographical Information obtained from field run survey by Hurt
& Proffitt dated April 30, 2019. Phone (434) 847-7796
Contour interval is 1 Feet (NAVD 88)
F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006
indicates that this property is located in "Zone X".
The underground utilities shown hereon have been located from field
information and existing drawings. The surveyor nor engineer warrants that the
underground utilities shown comprise all such utilities in the area, either in
service or abandoned. The surveyor nor engineer warrants that the underground
utilities shown are in the exact location indicated. The surveyor nor engineer has
physically located all the underground utilities.
It is the responsibility of the contractor to field locate all utilities prior to
commencing work and notify engineer if a discrepancy is found.
The contractor shall verify the invert elevations of all existing storm and sanitary
sewer structures prior to commencement of storm and sanitary sewer
construction.
UNDERGROUND UTILITIES DISCLAIMER
Information regarding the reputed presence, size, character and location of existing
underground utilities and structures related to underground utilities is shown
heron. There is no certainty of the accuracy of this information and it shall be
considered in that light by those using this drawing. The location and arrangement
of underground utilities and structures related to underground utilities shown
hereon may be inaccurate and utilities and structures related to underground
utilities not shown may be encountered. The owner, his employees, his consultants
and his contractors shall hereby distinctly understand that the surveyor is not
responsible for the correctness or sufficiency of this information regarding the
underground utilities and structures related to underground utilities shown hereon.
PARKING DATA
Parking Required:
Requirement: One (1) space per each one hundred (100) square feet of
retail sales area for the first five thousand (5,000) square feet and one (1)
space per each two hundred (200) square feet of retail sales area above
five thousand (5,000) square feet. For purposes of this paragraph, 'retail
sales area'shall be deemed to be (1) eighty (80) percent of the gross floor
area; or (2) at the request of the applicant, the actual retail sales floor
area as shown on floor plans submitted by the applicant delineating the
actual retail sales area, which plans shall be binding as to the maximum
retail sales area used.
Retail Sales Area = 3,739 Square Feet of Building
2,991 Square Feet (80%)
Required Parking = 29 Parking Spaces Required (2,991 / 100)
Provided Parking = 29 Parking Spaces Provided
Handicap Parking = 2 Provided (2 Required)
SITE DATA
Total Tract Area = 45,787 sf 1.05 ac (100.00%)
Existing Impervious Area =
19,002 sf
0.44 ac
(43.62%)
Existing Landscape Area =
26,785 sf
0.61 ac
(56.38%)
Total Impervious Coverage =
24,661 sf
0.57 ac
(53.86%)
Structure Coverage =
3,739 sf
0.09 ac
(08.17%)
Vehicular Coverage =
19,842 sf
0.46 ac
(43.34%)
Pedestrian Coverage =
1,080 sf
0.02 ac
(02.35%)
Proposed Landscape Area =
21,126 sf
0.48 ac
(46.14%)
Total Coverage Area =
24,661 sf
0.57 ac
(53.86%)
20' 10, 0 20'
GRAPHIC SCALE
SCALE 1" = 20'
40' 60'
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ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.c,Lrterengineering.net
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PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
3
PROJECT NUMBER:
19016W4D
DATE:
07/05/19
SCT RIO HILL, LLC,
C/O ROSENTHAL PROPERTIES
TM# 04500-00-00-094AO
DB 4134, PG 199
EX INV, OUT WITH FLARED
END `.iE11"110N =470.4' /
STORMWATER EASEMENT-
GRATE INLET #002 -
PROPOSED PIPE No. 4 -
50 L.F. -18" 0 HDPE
SLOPE =1.0%
PROPOSED JUNCTION BOX A-1-
PROPOSED PIPE No. 5
5 L.F. - 18" 0 HDPE
SLOPE =1.0%
EXISTING STORM DROP INLETA-0. LEAVE
EXISTING STRUCTURE IN PLACE AND ADJUST
RIM VERTICALLY TO MATCH FINISH GRADE.
RIM = 486.10
EXISTING FL IN (SE) = 475.30
PROPOSED FL IN (N) = XXX.XX
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GRA1ED DROP INLET t"��r, f RI n HII I C;FNTFR ly : ' I (j ► SCALE: N.T.S. Wi
TOP=484.3'
INV. IN = 75.8'
IN`I. OUT =475.7'
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U.S. ROUTE 29 (SBL)
SEM/NOLE TRAIL
(VARIABLE WIDTH)
TOP =487.1'
INV. OUT (15" RCP) =481.4'
A = 8*06' 15"
L = 140.14'
R = 990.77'
C. = 140.02'
C.B. = S59'24'42"E
EXISTING UTILITY EASEMENT
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SLOPE =1.0%
CURB INLET #001
---- EX 15" RCP ---------
EX DROP HIILE F
TOP =488,2'
INV. IN =482.3'
INV. OUT =481.3
uuE_..... .. v _ ---------
`PROPOSED 2" WATER TAP
— 2" DOMESTIC WATER METER WITH RPZ
BACKFLOW PREVENTER
PROPOSED ELECTRICAL TRANSFORMER
— PROPOSED UNDERGROUND
ELECTRICAL SERVICE
--2" DOMESTIC WATER SERVICE
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
ENGINEER:
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
Contact: Jeff Carter, P.E.
Tel. (770) 725-1200
jeff@carterengineering.net
Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle
County, Virginia 22901
Parcel No.:
#04500-00-00-093C0
Conditional Approval:
ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning:
PD-SC (Planned Development Shopping Center)
Proposed Zoning:
PD-SC (Planned Development Shopping Center)
Setbacks:
Front:40-feet Rear:20-feet Side:15-feet
Proposed use:
Carwash with associated utilities and parking
Proposed Building Height
20 Feet
Project Tract 1.05 acres
Disturbed Area 0.86 acres
Boundary and topographical Information obtained from field run survey by Hurt
& Proffitt dated April 30, 2019. Phone (434) 847-7796
Contour interval is 1 Feet (NAVD 88)
F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006
indicates that this property is located in "Zone X".
The underground utilities shown hereon have been located from field
information and existing drawings. The surveyor nor engineer warrants that the
underground utilities shown comprise all such utilities in the area, either in
service or abandoned. The surveyor nor engineer warrants that the underground
utilities shown are in the exact location indicated. The surveyor nor engineer has
physically located all the underground utilities.
It is the responsibility of the contractor to field locate all utilities prior to
commencing work and notify engineer if a discrepancy is found.
The contractor shall verify the invert elevations of all existing storm and sanitary
sewer structures prior to commencement of storm and sanitary sewer
construction.
UNDERGROUND UTILITIES DISCLAIMER
Information regarding the reputed presence, size, character and location of existing
underground utilities and structures related to underground utilities is shown
heron. There is no certainty of the accuracy of this information and it shall be
considered in that light by those using this drawing. The location and arrangement
of underground utilities and structures related to underground utilities shown
hereon may be inaccurate and utilities and structures related to underground
utilities not shown may be encountered. The owner, his employees, his consultants
and his contractors shall hereby distinctly understand that the surveyor is not
responsible for the correctness or sufficiency of this information regarding the
underground utilities and structures related to underground utilities shown hereon.
O t t �13V t
Know what s below
Cal before you dig
dial 811
LTH �F1l
o JAMES J• CARTERS
U
No, 41920
I
CARTER
ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.carterengineering.net
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PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEET TITLE:
UTILITY PLAN
SHEET NUMBER:
PROJECT NUMBER:
19016W4D
DATE:
07/05/19
}rr�
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SCT RIO HILL, LLC,
' I 1 ' I C/O ROSENTHAL PROPERTIES
TM# 04500-00-00-094AO
DB 4134, PG 199 I/ I
A = 8*06'15"
L = 140.14'
R = 990.77'
C. = 140.02'
C.B. = S59'24'42"E
i T�RY
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CURB INLET #002 - �1 '� 489.80 � I
CURB INLET #001
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PROPOSED PIPE No. 4 -
50 L.F. -18" 0 HDPE
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PROPOSED JUNCTION BOX A-1-
PROPOSED PIPE No. 5
5 L.F.-18" 0 HDPE
SLOPE =1.0%
EXISTING STORM DROP INLET A-0. LEAVE
EXISTING STRUCTURE IN PLACE F,.ND ADJUST
RIM VERTICALLY TO MATCH FINISH GRADE.
RIM = 486.10
EXISTING FL IN (SE) = 475.30
PROPOSED FL IN (N) = XXX•XX
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.X DROP INLET
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EX GRATED DROP INLET---- 1-OP=487.1' �
TOP =484.:3' ( INV. OUT (15" RCP) =481.4'
INV. IN =475.8'
INV. OUT =475.7'
U. S. ROU TE 29 (S3L)
SEMINOLE TRAIL
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LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
ENGINEER:
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
Contact: Jeff Carter, P.E.
Tel. (770) 725-1200
jeff@carterengineering.net
Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle
County, Virginia 22901
Parcel No.: #04500-00-00-093C0
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear:20-feet Side:15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 0.86 acres
Boundary and topographical Information obtained from field run survey by Hurt
& Proffitt dated April 30, 2019. Phone (434) 847-7796
Contour interval is 1 Feet (NAVD 88)
F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006
indicates that this property is located in "Zone X".
The underground utilities shown hereon have been located from field
information and existing drawings. The surveyor nor engineer warrants that the
underground utilities shown comprise all such utilities in the area, either in
service or abandoned. The surveyor nor engineer warrants that the underground
utilities shown are in the exact location indicated. The surveyor nor engineer has
physically located all the underground utilities.
It is the responsibility of the contractor to field locate all utilities prior to
commencing work and notify engineer if a discrepancy is found.
The contractor shall verify the invert elevations of all existing storm and sanitary
sewer structures prior to commencement of storm and sanitary sewer
construction.
UNDERGROUND UTILITIES DISCLAIMER
Information regarding the reputed presence, size, character and location of existing
underground utilities and structures related to underground utilities is shown
heron. There is no certainty of the accuracy of this information and it shall be
considered in that light by those using this drawing. The location and arrangement
of underground utilities and structures related to underground utilities shown
hereon may be inaccurate and utilities and structures related to underground
Y g
utilities not shown may be encountered. The owner, his employees, 's y e r, his consultants
and his contractors shall hereby distinctly understand that the su
rveyor or is not
responsible for the correctness or sufficient of this information regarding the
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underground utilities and structures related o underground utilities how g t t o g d tees shown hereon.
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No. 41920 ,�-
AL .��+
CARTER
ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc. I
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.c,Lrterengineering.net
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W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEET TITLE:
GRADING AND
DRAINING PLAN
SHEET NUMBER:
5
PROJECT NUMBER:
19016W4D
DATE:
07/05/19
. - 01 #eA.- 1AVi by -evAe...;
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b / \ ti a STN-2 ELDERADO LEDGE CAP TO MATCH ALDERWOOD'STONE F+yu;p . ..................1....
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