CITY OF CHARLOTTESVILLE
DEPARTMENT OF NEIGHBORHOOD DEVELOPMENT SERVICES
STAFF REPORT TO THE ENTRANCE CORRIDOR REVIEW BOARD (ERB)
ENTRANCE CORRIDOR CERTIFICATE OF APPROPROPRIATENESS DATE OF PLANNING COMMISSION MEETING:
March 11, 2013
Project Name: Fulton Bank- New bank and office building
Planner: Mary Joy Scala, AICP
Applicant: Fulton Bank
Applicant's Representative: Terry Cain
Applicant's Relation to Owner: Authorized agent
Application Information
Property Street Address: 901 Seminole Trail
Property Owner: George A Jr and Cathy L Seymour
Tax Map/Parcel#: Tax Map 41B, Parcell (Online Record: 41B001000)
Total Square Footage/Acreage Site: 0.796 acres
Comprehensive Plan (Land Use Plan) Designation: Mixed Use
Current Zoning Classification: Highway Corridor Mixed Use with Enh·ance Corridor (EC) Overlay
Entrance Corridor Overlay District: §34-307(a)(l) Route 29 North and (2) Hydraulic Road
Current Usage: Import Car Store (building to be demolished)
Background
The ERB reviews Entrance Cmridor Certificate of Appropriateness applications when the
proposal is for new construction.
Applicant's Request
The applicant is requesting approval of a certificate of appropriateness to construct a one-story
bank building (approximately 125 feet x 60 feet) with three drive-through lanes and surface
parking for 23 cars. The site abuts the Kmrut parking lot, Route 29 Nmth (Seminole Trail), and
Hydraulic Road.
The vehicular circulation is similar to existing, with one entrance/egress on Hydraulic Road, one
egress only on Route 29 North, and an internal entrance/egress to the Kmad pru·king lot. A 5-foot
sidewalk and Allee Elm street trees and Yoshino Cherry ornamental trees ru·e proposed along the
road frontage. Additional landscaping is proposed on site, including Sugar Maples and London
Planetrees, Serviceberries, and Dogwoods.
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The City is in the process of purchasing right-of-way from this prope1iy owner to construct an
additional travel lane from Hydraulic Road onto Route 29 Nmih. This new property line has
been incorporated into the site plan
Building materials consist of brick, cast stone, cultured stone, and EIFS (exterior insulation
finishing system). The main roof is fiberglass shingle; the tower roof is metal. Windows are clear
glass with cast stone trim.
Outdoor lighting consists of fully-shielded wall sconces and pole lights, maximum 20 feet high.
Standard of Review
The Planning Commission serves as the entrance corridor review board (ERB) responsible for
administering the design review process in entrance corridor overlay districts. This development
project requires a site plan, and therefore also requires a certificate of appropriateness from the
ERB, pursuant to the provisions of §34-309(a)(3) ofthe City's Zoning Ordinance. The ERB shall
act on an application within 60 days of the submittal date, and shall either approve, approve with
conditions, or deny the application. Appeal would be to City Council.
Standards for considering certificates of appropriateness:
In conducting review of an application, the ERB must consider certain features and factors in
determining the appropriateness of proposed construction, alteration, etc. of buildings or
structures located within an entrance corridor overlay district. Foilowing is a list of the standards
set forth within §34-31 0 of the City Code:
§34-31 0(1): Overall architectural design, form, and style o{tlte subiect building or structure,
including, but not limited to: tlte lteight, mass and scale,·
The proposed (approximately 125 feet x 60 feet) building is approximately 21 feet in height to
the top of the main roof, and approximately 27 feet to the top of the tower. The overall form is a
one-story, rectangular shape with traditional style elements.
Staff Analysis:
A building of this height, mass and scale is appropriate in this area.
§34-31 0(2): Exterior architectural details and features o{the subiect building or structure;
This building is one-story with a small tower, with clear glass windows facing Route 29 and
Hydraulic Road. The main pedestrian entrance faces Hydraulic Road.
Staff Analysis: The building design is traditional, and has sufficient variation and articulation.
2
§34-310(3): Texture, materials and color ofmaterials proposed (or use on the subject building
or structure;
The proposed building materials/colors consist of:
• Brick: Statesville Brick, straight edge wood-fired series, Chestnut (red) color, modular size;
• Cast stone (trim): Stafford Stone Works, limestone color 261 (from Fredericksburg);
• Cultured stone (base and tower): Owens Corning, Caramel Country Ledgestone pattern;
• EIFS: Dryvit #108 Manor White;
• Shingles: Timberline Prestique Lifetime, Slate color;
• Metal roof: Pac-Clad Snap Clad, Interstate blue color;
• Window frames: Duranodic Dark bronze color;
• Window glass: insulated, clear;
• Metal coping: bronze color.
Staff Analysis: The use of red brick is important to provide continuity with the conidor. EIFS is
not a recommended material, but it is used minimally on this building. Stone is more commonly
used for site walls than building walls in the Charlottesville area. The use of stone is secondary,
but the pattern is not from this area. Whole Foods, for example, an ERB-approved project, makes
use of a fieldstone pattern that better reflects the local character. (Actual samples will be
available at the ERB meeting.)
§34-310(4/: Design and arrangement of buildings and structures on the subject site;
This is an auto-oriented zoning district. The building it located at the maximum setback
permitted. The drive-though and most parking spaces are located in the side and rear; a small
area of parking is located between the building and Hydraulic Road. Access is provided to the
abutting commercial site. New landscaping is showu along the streetscape, in the parking lot, and
around the new building.
Staff Analysis: The design of the building on the site was determined by the
minimum/maximum setbacks for the Highway Conidor zone. It is difficult to conceal parking
with so much frontage. The layout appears to adequately accommodate the desired functions.
§34-310(5): The extent to which the features and characteristics described within paragraphs
{1)-(4/,above, are architecturally compatible (or incompatible) with similar features and
characteristics ofother buildings and structures having frontage on the same EC
street(s) as the subject propertv.
Staff Analysis: The goals are to make the site function well for the users of this site and the
corridors, and to have an attractive development that is compatible with its surrounding context.
This building will generally be architecturally compatible with other buildings in this area.
§34-310(6/: Provisions o{the Entrance Corridor Design Guidelines.
Relevant sections of the guidelines include:
3
Section I (Introduction)
The Entrance Corridor design principles are expanded below:
• Design For a Corridor Vision New building design should be compatible (in massing, scale, materials, colors) with those structures that contribute to the overall character and quality of the corridor. Existing developments should be encouraged to make upgrades consistent with the corridor vision. Site designs should contain some common elements to provide continuity along the con·idor. New development, including franchise development, should complement the City's character and respect those qualities that distinguish the City's built environment. • Preserve History Preserve significant historic buildings as well as distinctive architecture from more recent periods. Encourage new contemporary design that integrates well with existing historic buildings to enhance the overall character and quality of the corridor. • Facilitate Pedestrian Access Encourage compact, walkable developments. Design pedestrian connections from sidewalk and car to buildings, between buildings, and between corridor properties and adjacent residential areas. • Maintain Human Scale in Buildings and Spaces Consider the building scale, especially height, mass, complexity of form, and architectural details, and the impact of spaces created, as it will be experienced by the people who will pass by, live, work, or shop there. The size, placement and number of doors, windows, portals and openings define human scale, as does the degree of ground-floor pedestrian access. • Preserve and Enhance Natural Character Daylight and improve streams, and retain mature trees and natural buffers. Work with topography to minimize grading and limit the introduction of impervious surfaces. Encourage plantings of diverse native species. •. Create a Sense of Place In corridors where substantial pedestrian activity occurs or is encouraged, or where mixed use and multi
building projects are proposed, one goal will be creating a sense of place. Building arrangements, uses, natural features, and landscaping should contribute, where feasible, to create exterior space where people can interact. •. Create an Inviting Public Realm Design inviting streetscapes and public spaces. Redevelopment of properties should enhance the existing streetscapes and create an engaging public realm. • Create Restrained Communications Private signage and advertising should be harmonious and in scale with building elements and landscaping features. • Screen Incompatible Uses and Appurtenances: Screen from adjacent properties and public view those uses and appurtenances whose visibility may be incompatible with the overall character and quality of the corridor, such as: parking lots, outdoor storage and loading areas, refuse areas, mechanical and communication equipment, Where feasible, relegate 4
parking behind buildings. It is not the intent to require screening for utilitarian designs tbat are attractive,
and/or purposeful.
• Respect and Enhance Charlottesville's Character
Charlottesville seeks new construction that reflects the unique character, history, and cultural diversity of
this place. Architectural transplants from other locales, or shallow imitations of historic architectural
styles,_for example, are neither appropriate nor desirable. Incompatible aspects of franchise design or
corporate signature buildings must be modified to fit the character of this community.
Section 2 (Streetscape)
The designs of the existing vehicular entrances on Route 29 North and Hydraulic Road are being
improved. A new 5 foot City sidewalk will be constructed with tbe Hydraulic Road widening
improvements. Proposed new street trees consist offive Allee Elms and two Yoshino Cherry.
Staff Analysis: The design meets site plan requirements. Perhaps the trees should be located on
the street side of the sidewalk.
Section 3 (Site I:
Additional landscaping is proposed on site, including Sugar Maples and London Planetrees,
Serviceben·ies, and Dogwoods.
Proposed lighting consists of fully-shielded wall sconces and pole lights, maximum 20 feet high.
A screened trash enclosure is located in the rear. The site plan notes that all mechanical
equipment shall be located and screened on the roof with a small wall or other solid structure and
shall be constructed of a material harmonious to the fac;ade.
Staff Analysis:
The site features are generally appropriate for the use.
Section 4 (Buildings):
Pertinent guidelines for buildings include architectural compatibility, mass, scale, height, fac;ade
organization, materials, color, and details.
Staff Analysis:
The building design is generally appropriate. The use of red brick and the minimal use of EIFS
and cultured stone are recommended. Staff recommends a cultured stone pattern that is more
similar to local stone.
Section 5 (Individual Corridors):
Route 29 North Vision:
5
While much ofthe growth ofthis corridor is expected to be within Albemarle County's section as it extends north, there is great opportunity to redevelop Charlottesville's parts with more intense retail and mixed uses. Scale ofdevelopment will go ji·om large to medium as you move south towards the City. More pedestrian scaled, mixed-use in.fill opportunities exist in the Barracks Road area as opposed to the auto
oriented north end Route 29 North Sub-Area A: Northern corporate limits to 250 overpass Vision: As Route 29 traffic enters the City this area should serve to calm traffic and create a transitionji·om auto
oriented suburban development to more pedestrian friendly, urban scale development. Planting and maintaining street trees along the existing Route 29 sidewalks, and locating buildings close to the road will assist in this effort. Although wide roads and large traffic volumes discourage pedestrian crossings, a pedestrian environment can be encouraged within developments. Providing walking and driving linkages between developments andproviding for transit will also create alternatives to having to drive on Route 29. Individual building designs should complement the City's character and respect the qualities that
distinguish the City's built environment. This corridor is a potentia/location for public way-finding
signage.
Hydraulic Road Vision:
There is potential for redevelopment ofthe older sites along the corridor including K-Mart Plaza and
Dominion Power. Large new buildings should be designed to reduce mass. Opportunities include:
building closer to Hydraulic Road, adding land~caping along the streets and in parking lots, and creating
pedestrian and auto connectivity within and between developments. A new road could provide access to
sites to the north. Preserving a stream buffer and extending a greenway along Meadow Creek are
additional needs. West ofRt. 29 pedestrian connections would be important if older commercial and
residential properties along Hydraulic Road are redeveloped
Public Comments Received
No public comments have been received to date.
Staff Recommendations
Staff believes the project meets the standards and guidelines for a certificate of appropriateness in the Entrance Conidor. Staff recommends approval of this application. Recommendations for changes are: • Use a cultured stone pattern that is more similar to local stone.
• Locate the street trees on the street side of the City sidewalk.
Suggested Motion
I. "I move to approve the Entrance Conidor Certificate of Appropriateness application for the
new Fulton Bank and office building at Route 29 and Hydraulic Road, with the following
conditions:
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Attachments:
Application form (2 pages) Site Plan (5 pages) Building perspectives (2 pages) Building elevations (2 pages) ERB Project Narrative (6 pages) 7
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P13-otSY Entrance Corridor Review Application (EC)
Certificate of Appropriateness
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Please Return To City of Cnarlottesvtlle
Depanment of Netghbornood Development Servtces
PO Box91 1 C1tyHal!
Charlottesvtlle. Vtrgtnia 22902
Telephone (434) 970-3'130 Fax (434) 970-3359 NE/GHBORHCODDEVEl
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Please submit ten (10) copies of application form and all attach ments.
For a new construction project, please inc lude $375 application fee . For all other projects requiring EC approval, please
include $125 application fee . For projects that require only admimstrative approval. please include $100 administrative
fee . Make checks payable to the City of Charlottesville.
The Entrance Corndor Rev1ew Boa rd (ERB J meets tne ::;.::cor.o iuesuay of 111.: montn
Deadl1ne for submrttals 1s Tuesday 3 weeks pnor to n.:.<t ERB rneelinq oy 4 p rr
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City of Charlottesville
Department of Neighborhood Development Services
61 0 E. Market Street
Charlottesville, VA 22902
Re:
AUTHORIZATION TO SUBMIT LAND USE APPLICATIONS
George A. Seymo"ur, Jr., and Cathy L. Seymour (the "Owners"), are the owners of City of
Charlottesville tax map parcel number 41B001 000 (the "Property") and hereby authorize Fulton
Bank, Collins Engineering, Scott Collins, and their representatives and/or afliliates thereof, to
submit land use applications on the Owner's behalf affecting the Property.
Such land use
applications may include Site Plan applications, Entrance Corridor Review applications, and
similar applications for the Propetty, as needed for Fulton Bank to obtain all necessary approvals
to construct and operate a retail bank with a drive through teller window and lanes on the
Property.
Sincerely,
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George' A. Seymour, 1r.
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2 0 0 GA R R ETT ST , SU I TE K CH A R L OTT ES VI LLE VA 2 2 9 0 2
434.293.3719 PH 434.293.2813 FX
www.collins- engineering.com
Dear
901 Seminole Trail- Proposed Fulton Financial Development (Current Import Car Store)
Engineer: Collins Engineering
DATE: FEBRUARY 12, 2014
PROJECT NARRATIVE
Summary: The parcel located at 901 Seminole Trail is a used car dealership and is located at
the intersection of Hydraulic Road and Route 29. The property is proposed to be transformed
into a shared building space providing both banking and office areas. The proposed building is
approximately 5,950sf and will open in the Spring of 2015, with construction beginning in the
late summer months of 2014. The existing zoning is HW (Highway Corridor) and the parcel is
located on the entrance corridor.
Figure 1: Existing Conditions – Import Car Store
Uses: The parcel located at 901 Seminole Trail is located adjacent to a commercial store (KMart), an automobile repair shop (Meineke Car Care), a gas station (Exxon Mobile) and a
restaurant (Trader Joes’s). Other similar commercial stores are located nearby as well. The
proposed site is in general accordance with its surrounding environment. The proposed plan
will also bring approximately 10 jobs to the area, and will provide a service to this location.
The parcel proposes a bank and office space, as shown on the plans. The building will be shared
between occupants. The proposed development also takes into consideration the expansion of
both Route 29 and Hydraulic Road, which previously acquired right-of-way from this parcel for
its construction. Below is an exhibit that shows the parcel’s existing zoning map.
Figure 2: Existing Zoning Map
Access: Ingress/egress to the parcel will come from three different existing locations, none of
which are proposed to be relocated. All three existing access points will remain in place, but all
three will be upgraded and will meet minimum City requirements. One point of access will be
from Hydraulic Road and a second point will be from the adjacent shopping center containing
K-Mart. Both of these access points will continue to have two-way circulation. The third point
of access will be egress only. This existing exit is located along Route 29 and is incorporated into
the development.
Stormwater Management: The present condition of the site is primarily impervious pavement
with concrete walks and a building. With the development of this parcel, impervious areas will
be reduced and more green open space lawns will be implemented than what currently exists
onsite. In summary, the proposed development will mean less run-off than currently exists,
and the stormwater runoff rates, volumes and velocities exiting the parcel will be improved.
Utilities: This property will be served via existing public water and public sewer.
Landscaping: Landscaping is provided for this development and helps to soften the parcel’s
streetscape. Green open space is also proposed on what is currently a heavily existing
impervious lot. Additionally, street trees are proposed along Hydraulic Road and Route 29
outside of the vehicular line of sight.
Lighting: Light fixtures are proposed with this project to help ensure safety for its inhabitants.
The light fixtures shown are to be full cutoff with pole heights not to exceed 20’ in height. The
plans propose a maximum of 0.5 foot candles at the property line alongside Route 29 and
Hydraulic Road in accordance with City standards. The plans also propose a minimum of 2.0
foot candles within a 60’ radius of the ATM machine located onsite, which is in compliance with
the Federal ATM Safety Act.
Conclusion: The proposed project is harmonious with current patterns of use and development
with the surrounding area, especially in terms of the scale and massing of the existing buildings.
Furthermore, the development conforms to a number of aspects of the city’s comprehensive
plan. These include the redevelopment of infill sites using sustainable building practices,
promoting pedestrian circulation through the use of sidewalks and the use of appropriate
landscaping and lighting to mitigate the current noise and traffic from the adjacent heavily
traveled roads.
Overall, in approving the proposed development the site will be enhanced and will be in
harmony with other adjacent buildings and properties within the area. The scale and massing
on the site is appropriate, and is far less than the maximum permitted. The parking
adjustment, lighting, landscaping and added green open space makes it more compatible with
City planning goals and is an improvement to the parcel.
The following are pictures of the existing site:
Figure 3: Existing Used Car Dealership
Figure 4: View looking south from Route 29 exit
Figure 5: View looking west from Route 29 exit
Figure 6: View looking north from Route 29 exit
Figure 7: View looking north from Hydraulic Road entrance/exit
Figure 8: View looking west from Hydraulic Road entrance/exit
Figure 9: View looking south from Hydraulic Road entrance/exit
Figure 10: View looking south at entrance/exit providing inter-parcel connectivity
FULTON FINANCIAL CORPO
TION
THIS
ENTRANCE CORRIDOR PLAN
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CITY OF CHARLOTIESVILLE, VIRGINIA
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GENERAL NOTES:
OWNER
SEYMOUR, GEORGE A, JR. & CATHY L
GROVE RD.
901 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ARCHITECT
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SCALE: 1" = 2000'
TELEPHONE: (636) 898-8132
COLLINS ENGINEERING
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CHARLOTTESVILLE, VA 22902
TELEPHONE: (434) 293-3719
PARCEL
TMP 41B00100
901 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
DB 8022012/PG. 213
ZONING
HW (HIGHWAY CORRIDOR)- PARCEL IS LOCATED ON THE ENTRANCE CORRIDOR
EXISTING USE
CAR DEALERSHIP
PROPOSED USE
BANK & OFFICE SPACE: FINANCIAL INSTITUTION
LOCATION OF PROJECT
901 SEMINOLE TRAIL, CHARLOTIESVILLE, VA 22901
SHEET INDEX
TOTAL ACREAGE OF SITE
TOTAL ACREAGE: 0. 796 ACRES
STORMWATER MANAGEMENT
EXISTING SITE IS PRIMARILY IMPERVIOUS AND THE PROPCSED DEVELOPMENT GENERATES A NET DECREASE
IN IMPERVIOUS AREAS.
TITLE SHEET
EXISTING CONDITIONS & DEMOUTION PLAN
SITE PLAN
UGHTING PLAN
UGHTING DETAILS
DEVELOPMENT SATISFIES STORMWATER QUALITY AND DETENTION REQUIREMENTS AND REDUCES THE POST
DEVELOPMENT RUNOFF RATES, VOLUMES, AND VELOCITIES FROM THE SITE.
SEE THE SWM PLAN. AND
SUPPLEMENTAL CALCULATIONS AND WORKSHEETS.
± (AN ESC PLAN WILL BE SUBMmED WITH THE FINAL SITE PLAN)
TOTAL LAND DISTURBANCE
<1 ACRES
SETBACKS
PRIMARY STREET (ROUTE 29) FRONTAGE: 5' MINIMUM AND 30' MAXIMUM
TOTAL
LINKING STREET (HYDRAULIC ROAD): 2D' MINIMUM
SHEETS:
1
2
3
4
5
5
/PROPOSED_/
/ DEVELOPMENT
SIDE AND REAR: 0'
BUILDING HEIGHTS
SHEET
mE
THROUGH THE SITE's OVERALL REDUCTION IN IMPERVIOUS AREAS THE
SITE PHASING
THIS DEVELOPMENT ONLY CONTAINS ONE PHASE.
THERE ARE NO FLOODPLAIN LIMITS WITHIN THE SUBJECT PROPERTY PER FEMA MAPS #51003C0286D &
a
U51003C02780, DATED FEBRUARY 4, 2005.
STREAM BUFFER
THIS SITE CONTAINS NO EXISTING WATER COURSES, STREAM BUFFERS OR FLOOD PLAINS. AS SUCH IT
DOES NOT IMPACT A STREAM BUFIFER, WATERCOURSE OR FLOODPLAIN ON THE PROPERTY. THE SITE DOES
HAVE AN EXISTING STORM DRAINAGE LINE ALONG THE PERIMETER WHICH WILL REMAIN.
THIS SITE
NOT APPLICAIBLE
CONSERVATION PLAN
NOT APPLICABLE
EXISTING VEGETATION
MINIMAL EXISTING TREE COVERAGE, SITE IS PRIMARILY PAVED. TREES ARE LOCATED ALONG THE PERIMETER,
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS
IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR
ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
AS SHOWN ON THE EXISTING CONDITlONS SHEET.
TOPOGRAPHY
CITY OF CHARLOTTESVILLE IS NOT RESPONSIBLE FOR ACCURACY OF THE GIS DATA USED IN THE PLANS
AND THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB-SURFACE UTILITIES PRIOR TO ANY WORK
ONSITE.
TOPOGRAPHY AND SURVEY OF THE SITE WERE PROVIDED BY COMMONWEALTH UAND SURVEYING, LLC IN AUGUST OF
2013.
TOPOGRAPHY IS FIELD SURVEYED AND SHOWN AT 1' INTERVALS.
USGS DATUM IS NAD 83.
UTILITIES
THE SITE WILIL BE SERVED BY PUBLIC WATER AND SEWER.
CRITICAL SLOPES
NO CRITICAL SLOPES EXIST ON SITE THAT MEET THE CONDITIONS OF THE CITY ORDINANCE SECTION
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION
ACTMTIES AS DETERMINED BY THE CITY INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
34-1120.
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD.
AREAS DEDICATED FOR PUBLIC USE CURRENTLY. THERE IS NO LAND ON THIS PROPERTY THAT IS PROPOSED FOR PUBLIC USE.
A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND
ROADWAYS AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER.
SUBJECT PARCEL IMPERVIOUS AREA
EXISTING BUILDING & CANOPY:
EXISTING SIDEWALK:
EXISTING PAVEMENT·
3,710sf
668sf
PROPOSED BUILDING & CANOPY:
PROPOSED SIDEWALK:
PROPOSFQ PAVEMENT:
27 298sf
TDTAL-31 ,676sf
PAVED PARKING AND CIRCULATION:
WATER DEMANDS/FIRE FLOW
5,950sf
1,647sf
19.751 sf
TOTAL-27,34Bsf
EXISTING
HYDRAUUCROAD _______________________
SITE AND BUILDING CONSTRUCTION SHALL MEET CURRENT IBC ACCESSIBILITY REQUIREMENTS.
19,751sf
THE SITE IS LOCATED IN THE SOUTHEAST QUADRANT OF THE HYDRAULIC ROAD AND ROUTE 29
FIRE DEPARTMENT CONSTRUCTION & DEMOLITION NOTES: (ALSO S££ NOTES .. DETAilS FOR ADDITIONAL D£MOI.JOON
NrlT£5)
1. IFC 1404.1-SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITlH PROPER RECEPTACLES.
2. IFC 1404.2-WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT
THE END OF EACH WORKDAY.
3. IFC 1410.1-ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED.
4. IFC 1404.6-CUTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL
BE DONE IN ACCORDANCE WITH CHAPTER 26, OF THE INTERNATIONAL FIRE CODE, ADDRESSING
WELDING AND HOTWORK OPERATIONS.
5. IFC 1414.1-FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED
PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE
MATERIALS HAVE ACCUMULATED.
6. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR
DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR
PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER
TEMPORARY OR PERMANENT ROADS, CAPAIBLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER
CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS
ROADS ARE AVAILABLE.
INTERSECTION. THIS DEVELOPMENT PROPOSES THE INSTALLATION OF A COMPLETE FIRE HYDRANT ASSEMBLY
ALONG HYDRAULIC ROAD, APPROXIMATELY AT THE PROPERTY LINE/RIGHT-OF-WAY.
THE FIRE HYDRANT IS
PROPOSED TO CONNECT TO THE EXISTING 12" WATER LINE WITHIN HYDRAULIC ROAD.
THE MINIMUM
NECESSARY FIRE FLOW FOR THIS SITE IS 1500gpm FOR A DURATION OF 2 HOURS IN ACCORDANCE WITH
SHEET LAYOUT
IFC SECTION B1 05.2 AND A FLOW TEST WILL BE CONDUCTED ON EXISTING INFRASTRUCTURE TO ENSURE
ADEQUACY.
SIGNAGE
SITE SIGNAGE WILL BE PROPOSED IN A SEPARATE APPLICATION.
INGRESS AND EGRESS
ACCESS TO THIS SITE WILL BE FROM (3) EXISTING ACCESS LOCATIONS. ONE LOCATION IS FROM ROUTE 29,
ONE LOCATION IS FROM HYDRAULIC ROAD AND ONE LOCATION IS FROM THE K-MART PARKING LOT.
SCALE: 1" = 30'
ONLY
EXISTING ACCESS POINTS WILL BE UTILIZED AND THIS PLAN DOES NOT PROPOSE ANY ADDITIONAL ACCESS
LOCATIONS.
LIGHTING PLAN
A FINAL LIGHTING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN. ALIL LIGHTING SHALL BE FULL
CUT-OFF FIXTURES.
SITE TRIP GENERATION AND LAND USE ITE CODE 8TH EDITION
SPLIT GENERAL OFFICE (710 EQUATION) & DRIVE-IN BANK (912 EQUATION)
AVERAGE DAILY TRIPS:
PARKING REQUIREMENTS
339 VPD (170 ENTER/169 EXIT)
AM PEAK RATE:
45 VPH (25 VPH ENTER/20 VPH EXIT)
PM PEAK RATE:
70 VPH (33 VPH ENTER/37 VPH EXIT)
3.5 SPACES/1 ,OOOsf OF GFA FOR FINANCIAL INSTITUTIONS
(MORE RESTRICTIVE TlHAN GENERAL OFFICE SPACE)
19 SPACES REQUIRED
PARKING PROVIDED
23 SPACES PROVIDED
TRASH CONTAINERS
THE BANK WILL HAVE A PRIVATE COMPANY PICK UP AND DISPOSE
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ARCHITECT
NEWGROUND C/0 MIKE NEFF
15450 SOUTH OUTER FORTY DRIVE
CHESTERFIELD, MO 63017
CURRENT OWNER
ENGINEER
SEYMOUR, GEORGE A JR. & CATHY L
901 SEMINOLE TRAIL
CHARLOlTESVILLE, VA 22901
COLLINS ENGINEERING
200 GARRElT ST, SUITE K
CHARLOlTESVILLE, VA 22902
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DIRECTOR, NEIGHBORHOOD DEVELOPMENT
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STREAM BUFFER MITIGATION PLAN
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SEWER OUTFALL
TMP 418002000
PEYTON ASSOCIATES PARTNERSHIP
1801 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
ZONING: HW
r-'EXI~;Tl~IG TREE TO
LINE
L1
L2
L3
L4
L5
L6
L7
L8
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DIRECTION
40"56 09
50"26 25
19"30 20
43"10 30
35"11 58
54"50 58
N 35"09 02
N 54"50 58
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TM P 418oo2ooo
PEYTON ASSOCIATES PARTNERSHIP
1801 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
ZONING: HW
DISTANCE
12.42'
4.04'
11.90
0.83'
1 0.45'
4.30'
16.43'
6.56'
I.F. = IRON FOUND
N.F. = NAIL FOUND
PP = POWER POLE
LP = LIGHT POLE
WM = WATER METER
Dl = DROP INLET
REMAIN (TYP.)
LINE
EXISTING WOODEN
RETAINING WALL TO
REMAIN
EXISTING CONC RETAINING
WALL TO REMAIN
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. SEYMOUR; GEORGE A, JR & CATHY L
.· !lo1SEMINOLE TRAIL·
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. .
ZONING: HW
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79.00'
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CONTRACTOR SHALL MODIFY UPPER PORTIONS
OF E:XISTING RETAINING WALLS AS NECESSARY
TO ACCOMMODA T£ THE PROPOSED
DEVELOPMENT. CONTRACTOR SHALL CONSULT A
UCENSED STRUCTURAL ENGINEER FOR DESIGN
MOD/FICA TIONS PRIOR TO AL TERA T/ONS.
CONTRACTOR SHALL VERIFY EXISTING PAVEMENT/CURBING & ENSURE POSITIVE SLOPE REMAINS AT ALL TIMES.
CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE & ROAD CONNECTIONS AND NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES.
2.
3·
PROPOSED LIGHT FIXTURES SHALL NOT EXCEED 3000 LUMENS.
4·
CONTRACTOR SHALL LOCATE EXISTING SANITARY SEWER LATERAL & ABANDON SERVICE BACK TO THE SEWER MAIN.
5·
~REPRESENTS 5 PROPOSED PARKING SPACES
6.
1\t:l SIGNING & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE w/MUTCD GUIDELINES& REGULATIONS.
7·
A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR THE CLOSURE OF SIDEWALKS, PARKING SPACES& ROADWAYS & IS SUBJECT TO
APPROVAL BY THE CITY TRAFFIC ENGINEER.
8.
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-·
N
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N
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50'L6 25
19'30 20
43'10 30
35'11 58
54"50 58
N 35'09 02
N 54'50 58
L2
L3
L4
L5
L6
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L7
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·-
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0.83'
1 0.45'
4.30'
16.43'
6.56'
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N.F. = NAIL FOUND
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LP = LIGHT POLE
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LINE.
PROPOSED 12"x6" TS&V w/6" G.V.
FOR FIRE HYDRANT ASSEMBLY.
CONTRACTOR SHALL UTILIZE
CAST IRON WATER METER BOX.
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EXISTING CON C.
RETAINING WALL
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THIS SHEET
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M.H. (RIM 482.12')
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DRAIN TO PROPOSED
STORM SEWER SYSTEM
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1-11.- SCALE:
MATCHLINE, SEE
___ ._t\.,____ _
_.---<..uNTRACTOR SHALL ATTEMPT TO NOT
DISTURB EXISTING LIGHT POLE &
FOUNDATION. CONTRACTOR SHALL INSTALL
NEW LIGHT FIXTURES ON EXISTING POLE IN
ACCORDANCE w/ CITY REQUIREMENTS. (TYP.)
LINE
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SEE SHEET 4 FOR COMPLETE SIGHT DISTANCE MEASUREMENTS.
THE BUILDING STREET NUMBER SHALL BE PLAINLY VISIBLE AT ALL TIMES, INCLUDING DURING CONSTRUCTION, FROM THE STREET FOR EMERGENCY
RESPONDERS.
'10.
OVERHEAD WIRING OR OTHER OBSTRUCTION SHALL BE HIGHER THAN '13'~6"
"·
ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 75,ooolbs.
». ALL PROPOSED CURB NOT ASSOCIATED WITH PERPENDICULAR &ANGLED PARKING SPACES SHALL BE PAINTED YELLOW & SHALL HAVE 'NO
PARKING" SIGNS. THE COMBINATION OF YELLOW PAINTED CURB & NO PARKING SIGNS ASSIST TO CREATE A 20' WIDE FIRE LANE AROUND THE MAJORITY
OF THE BUILDING's PERIMETER.
'3· TRASH & RECYCLABLE CONTAINERS SHALL BE LOCATED AT THE BUILDING & SHALL BE SCREENED VIA A WOODEN OR BRICK ENCLOSURETHAT
EXTENDS A MINIMUM OF 1' ABOVE THE HEIGHT OFTHE CONTAINERS MAKING IT NOT VISIBLE FROM THE STREET(s).
"4· ALL MECHANICAL EQUIPMENT SHALL BE LOCATED & SCREENED ON THE ROOF VIA A WALL OR OTHER SOLID STRUCTURE & SHALL CONSTRUCTED
OF A MATERIAL HARMONIOUS WfTH THE FACADE OF THE BUILDING.
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CITY w/ ROAD WIDENING
IMPROVEMENTS
STREET TREES ALONG
29, OUTSIDE OF SIGHT
DISTANCE ESMT (TYP.)
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SIZE
QUANTITY
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HYDRAULIC ROAD
(VAR. WIDTH R/W &
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6"SDR26PVCSILLAT/v\,
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EXISTINGWATERMETER&LATERAL TO BE REMOVED.
~NT~O~AI,l,.!!!ST!I!.LA ~>" JY.!:!' K£.QEPE.Jl.YLAT[B_
__________________________ ___ _
.,.._.
LATERAL TO THE BLDGw/ A'l"WATERMETER& CAST IRON METER
BOX FLUSH wiTHE PAVEMENT. CONTRACTOR SHALL REMOVE THE
EX. WATER METER & RETURN ITTO THE CITY OF CHARLOTTESVILLE
UTILITIES DEPARTMENT. AT THE TIME THE NEW WATER TAP IS
MADE, CONTRACTOR SHALL COORDINATE w/ UTILITIES DEPT. FOR
THE RELEASE OF A NEWf'WATER METER. NEW WATER LATERAL
SHALL TIE INTO EX. WATER MAIN IN HYDRAULIC ROAD
t; .E.
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DIRECTION I
40'5ti U9 E
50'26 25 E
19'30 20
43'10 30
N3~1158
E
5~4"50 58
E
N 35'09 02 E
N 54' 50 58
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L6
L7
L8
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CONTRACfd'~
SHALL ATTEMPTTO
NOT DISTURB EXISTING LI§~T POLE &
FOUNDATION. CONTRACt"-6R SHALL
INSTALL NEW LIGHT FIXTURES ON
EXISTING POLE IN ACCORDANCE w/
CI~EQUIREMENTS. (TYP.)
DISTANCE
12.42'
. ~.04'
11.90'
0.83'
1 0.45'
4.30'
16.43'
~
6.56'
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LP = LIGHT POLE
WM = WATER METER
= DROP INLET
. _;
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ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED AND BE FULL CUTOFF.
2.
LIGHT POLE HEIGHTS SHALL NOT EXCEED 2o'IN HEIGHT.
3·
FOOTCANDLE LEVELS AT THE PROPERTY LINE ADJACENT TO HYDRAULIC ROAD AND ROUTE
29 SHALL NOT EXCEED 0.5 FOOTCANDLES.
4·
IN ACCORDANCE WITH THE FEDERAL A TM SAFETY ACT REQUIREMENTS, FOOTCANDLE
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Signs:
Exterior Materials
3 signs
41 SF aggregate total
Fulton Mortgage Company: 15 SF
Fulton Bank: 13 SF (x2)
Maximum height of sign 20' above ground
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Brick: Statesville Brick, straight edge woodfired
series, Chestnut color, modular size.
Cast Stone: Stafford Stone Works,
Fredericksburg , VA color 261 , limestone color.
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Metal roof: Pac-Ciad Snap Clad, Interstate Blue
EIFS 1: Dryvit #108, Manor White color
color.
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Duranodic Dark Bronze color.
Window glass: Insulated, clear.
Metal Coping: Bronze color.
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NEWGROUND
breakthrough
hi_
Q.
Fulton Bank
Charlottesville, VA (Seminole Trail)
DESIGN
Exterior Materials
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Fredericksburg, VA color 261 , limestone color.
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Stone: Owens Corning , size and color to match
Longhorn Steakhouse (dry stack look)
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South Elevation
Window frames : Duranodic Dark Bronze color.
(f ) Window glass: Insulated , clear.
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Metal Coping: Bronze color.
East Elevation
NEWGROUND
breakthrough
hi_
Q.
Fulton Bank
Charlottesville, VA (Seminole Trail)
DESIGN