HomeMy WebLinkAboutSDP199600020 Plan - Submittal (First) 1996-02-2716 15 14 13 12 11 10 2 9 8 1 7 1 6 1 5 a 4 1 3
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D16
Site Plan -Existing Conditions
1 "=20'
Required Parking Spaces:
Square
Determinant Parking Space
Parking Zoning Ordinance
Space:
Footage
Number Unit Rate Rate Unit
Required Reference Remarks
Main Building —
C
Floor Fashions: Warehouse
9,332
6 Employees 0.5 spaces/employee+2
5
4.12.6.6.1(b) No public space
Showroom
5,265
5265 SF 400 SF/space
13
Alb. Co. Letter 1/18/95 Carpet Sales
Retail: Unit 1
2,538
2538 SF
Unit 2
2,524
2524 SF
Unit 3
2,647
2647 SF
7,709 SF Total Retail
5,000 SF (1st 5K)
100 SF/Space
50
4.12.6.6.1 (a)
2,709 SF (Balance)
200 SF/Space
14
4.12.6.6.1 (a)
Warehouse: Unit 4
13,192
9 Employees
0.5 spaces/employee+2
6
4.12.6.6.1(b) No public space
Commons:
1,797
0 N/A
0 no parking required
0
Mechanical:
1,254
0 N/A
0 no parking required
0
B
Out Building —
Storage
10,000
0 Employees
0.5 spaces/employee+2 1
2
4.12.6.6.1(b) No public space
Total Parking Spaces Required:
90 Parking Spaces
Number of Accessible Spaces
Required: 4
Total Spaces Provided:
90 Parking Spaces
Surplus or (Deficit):
-0
Required Loading Spaces:
Square
Determinant
Loading Space
Loading Zoning Ordinance
Space:
Footage
Number Unit
Rate Rate Unit
Required Reference Remarks
Retail: 7,709 7,709 SF
A
A16 Parking Schedule
NTS
16
15
8,000 SF/space 1 14.12.7.2(a)
Total Loading Spaces Required: 1 Loading Spaces
Total Spaces Provided: 4 Loading Spaces
Surplus or (Deficit): 3 Loading Spaces
14
13
Total Acreage:
4.03 Acres
Total Building Coverage:
Main Building - 40249 SF
Out Building - 10000 SF
50249 SF
Building to Land Ratio(FAR):
0.29%
Paved Area Coverage:
100404 SF
Paved Area to Land Ratio:
0.57%
Building + Paving Area:
150653 SF
Building + Paving to Land:
0.86%
Al
Coverage
Schedule
NTS
12
11
1. Datum Reference for Elevation: Benchmark at southeast corner
of property.
2. Topography from site plan dated 11/23/87 entitled "Lowe's of
Charlottesville" and field observations conducted by Sheeran
Architects, February 22, 1996.
3. Existing pavement to be patched as required where new parking
striping indicated. Parking areas to receive 1" of S-5 paving
over entirety.
4. Existing storm water drainage to be maintained.
5. Total estimated number of employees on site is as follows:
Floor Fashions: 12 Employees
Retail: 8 Employees
Warehouse: 9 Employees
Storage: 0 Employees
Total Estimated Number of Employees On Site: 29
6. Existing sign to be remodeled, location to remain same.
7. Existing Entrances to route 250 to remain.
8. No new grading proposed.
9. Existing pole & building mounted lighting to remain.
10. Overseed all existing grass areas.
Ai Notes
NTS
10
9
vo* ~ort~ 15 _p7, 04"
(Plan North
10 5 0 10 50
1
1. Prior to commencement of any construction within any existing public right-of-way,
DEVELOPER'S STATEMENT including connection to any existing road, a permit for said construction shall be obtained Department or Agency Approvals:
from the Virginia Department of Transportation (hereafter abbreviated VDOT).
We the undersigned developer(s) Signature: Date:
understand that approval of this plan 2. All paving and drainage related materials and construction methods shall conform to
by the County of Albemarle does not current specifications and standards of VDOT unless otherwise noted.
necessarily indicate Virginia Department of Planning and
3. Erosion and siltation control measures shall be provided in accordance with the Community Development
Department of Transportation
(VDOT) approval of the plan. approved erosion control plan and shall be installed prior to any clearing, grading or
other construction.
Approval of the plan by the County Department of Engineering
does not in any way relieve me of my 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum
responsibility in obtaining final VDOT allowable fill or cut slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or
approval prior to the issuance of better are to be achieved. Zoning Department
building permits and/or certificates of
occupancy. 5. All drainage inlets shall have a 2-inch local depression.
Fire Department
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of
the Albemarle County Director of Engineering, or his designee, it is deemed necessary in
order to stabilize a drainage channel.
Signature,
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices, latest edition.
Name (print)
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
Date 9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
A5 Statement A4 General Notes A2 Approvals
NTS Developer's Statement NTS General Notes for Site Plans — Albemarle County Engineering Department NTS
8 7 6 5 4 3 2
69r
EKED
FEB 2 7 1996
Planning ®eft=
0
N
4
ig u
,�o Noi (�s Fpr. Construct�i.
Unless Professional S`Eal resent
Owner
Ryder
Enterprises
P.O. Box 7364
Charlottesville, VA 22906
Tel: 804 • 973 • 3132
Fax: 804 • 978 • 3887
The undersigned, uthonzed by the owner, has reviewed
an ro awh accorcc�yeenee with the
t wner &hhe Arch 'tact.
Sig " ure Date
Project
Ryder
Enterprises
East
Route 250 East
Charlottesville, Virginia
Project Information
Jurisdiction: Albemarle County, VA
Magisterial District: Rivanna
Tax Map: 79
Parcel Number: 4A
Deed Book: Parcel 1 B, DB492/074
In 100 Year Floodplain: No
In Reservoir Watershed: No
Zoning: Highway Commercial (HC)
Building Code Use Group: Mixed
Type of Construction: 2C
Automatic Sprinkler System:
Area: See Drawing D16, Sheet C1
Maximum Height: 30'-0"
Occupant Load:
Floor Live Load: 100PSF
Roof Live Load: 20PSF
Ground Snow Load (Pg): 25PSF
Flat Roerf Snow Load (Pf):
Snow Exposure Factor (Ce): 0.7
Snow Load Importance Factor([): 1.0
Basic Wind Speed: 70MPH
Wind Load Importance Factor (1): 1.0
Wind Exposure: Exposure C
Wind Design Pressure (P): 16PSF
Building Official's Approval
Approval
Stamp
Building Permit Number
Vicinity Map
VVA732
chmond
To Charlottesville
VA 22
U.5 250
732
Drawing History
Uale Description Mark
2127/96 1 InitialSite Plan Submittal to county I JGG
CAD File Name Lowe's Site 30x42She ,t
USE OF THIS DRAWING
DO NOT SCALE DRAWING.
The Contractor shall take field measurements and verify
held conditions and shall carefully compare such field
measurements and conditions and other information known
to the Contractor with the Contract Documents before
commencing activates: Contractor shall carefully study and
compare the Contact Documents with each other and with
information furnished by the Owner and shall at once report
to the Architect errors, inconsistencies or omissions
discovered. Contractor is responsible for dimensions. which
shall be confirmed and correlated at the site. fabrication
processestechniques of construction. quantities, the
coordination of his work with all other trades and
Subcontractors, and the satisfactory performance of his
work
The intent of the Contract Documents is to include all items
necessary for the proper execution and completion of the
Work by the Contractor The Contract Documents are
complementary. and what is required by one shall be as
binding as it required by all, performance by the Contractor
shall be required only to the extent consistent with the
Contract Documents and reasonably inferable from them as
being necessary to produce the intended results In case of
conflicting requirements. the more stringent and/or costly
requirement shall apply, without change to Contract Sum or
Time
Information shown on this sheet does not authorize changes
to Contract Sum or Time unless stated in a separate letter
or Change order.
COPYRIGHT NOTICE
This drawing copyright 01996 by Sheeran Architects
The Architect retains all common lawstatutory and other
reserved rights, in addition to the copyright on this
drawing Unauthorized reproduction or use of this
drawing is prohibited Consent for limited reproduction o,
use by others shall be evidenced by signature of Sheerar
Architects' personnel below Consent for limited
reproduction or use restricted to entity named below.
Signature Date
L tmaed Reproduction or Use Rights Granted to'.
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