HomeMy WebLinkAboutSDP199700111 Plan - Submittal (First) Minor Amendment 1997-10-09CAR WASH
FOREST LAKES NORTH COMMERCIAL AREA
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RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SITE PLAN
APRIL 7,1997
REVISED MAY 5, 1997 REVISED AUG. 15,1997 REVISED OCTOBER 27, 1997
REVISED MAY 19, 1997 REVISED AUG. 26,1997
REVISED JULY 31,1997
ROUDABUSH, GALE AND ASSOCIATES
A PROFESSIONAL CORPORATION
SURVEYORS, PLANNERS, ENGINEERS
914 MONTICELLO ROAD
CHARLOTTESVILLE, VIRGINIA
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SITE DATA:
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GENERAL WATER Af�l SEWER CONDITIONS
OWNER: Forest Lakes Associates
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P. O. Box 5207
COUNTY OF ALBEMARLE
Charlottesville, VA L2905
DEPARTMENT OF ENGINEERING
1.
Work shall be subject to inspection by the Albemarle County
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
Service Authority inspectors. The contraictor will be
DEVELOPER/CONTRACT PURCHASER:
REVISED: March 1, 1992
responsible for notifying the proper service authority
Steve Parks/Len Mailloux
officials at the start of the work.
325 Barracks Hill
1.
Prior to commencement of any construction within any existing
2.
The location of existing utilities across the line of
Charlottesville, VA 22901
connection to an existing road
public right-of-way, including o y g
the proposed work are not necessarily shown on the plans
a permit for said construction shall be obtained from the
a y correct. The
and where shown, are only approximately
ZONING: HC; EC overlay district, AIA Overlav District
Virginia Department of Transportation (hereafter abbreviated V.D.O.T.).
contractor shall on his own initiative locate all
underground lines and structures as necessary.
SOURCE OF SURVEY OF TOPOGRAPHY: Roudabush, Gale & Assoc., Inc.
2.
All paving and drainage related materials and construction
methods shall conform to current specifications and standards
3.
All meterials and construction shall comply with General
of V.D.O.T. unless otherwise noted.
Water and Sewer Construction Specifications as adopted
TAX MAP: 46B4 Parcel 1 (Part of Lot B)
by the Albemarle County Service Authority on January 20, 1983,
3.
Erosion and siltation control measures shall be provided in accordance
amended July 1, 1989.
LEGAL DESCRIPTION: D.B. 1463 P.481, 482.
with the approved erosion control plan and shall be installed
D.B. 1018 P.403; D.B. 1071
prior to any clearing, grading or other construction.
4.
Datum for all elevation shown in National Geodetic Survey.
P.493-494 (plat); D.B. 1226
4.
All slopes and disturbed areas are to be fertilized, seeded
5.
The contractor shall be resposible for notifing
P.130-130(plat)
and mulched. Maximium allowable fill or cut slope is 2:1.
"Miss Utiltiy" (1-800-552-7001).
Where reasonably obtainable, lesser slopes of 4: 1 or
SETBACKS: Front = 30' building, 10' parking Fortune Park Road
better are to be achieved.
6.
All water and sewer pipes shall have a mimimum of
side and rear = none
3 feet of cover measured from the top of pipe, over the
5.
All drainage inlets shall have a 2-inch local depression.
centerline of the pipe, This includes all fire hydrant
RIVANNA MAGISTERIAL DISTRICT
lines, service laterals and waterlines, etc.
6.
Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
7.
20' wide easements, centered on the pipeline and appurtenances
EXISTING CONDITIONS:
Engineering, or his designee, it is deemed necessary
shall be dedicated to the Albemarle County Service Authority,
Parcel is graded and open, and is part of the Forest Lakes North Commercial Area.
in order to stabilize a drainage channel.
except where the line is in a public road right-of-way
or an access easement, in which case the access easement
PROPOSED DEVELOPMENT:
7.
All traffic control signs shall conform with the Virginia
shall also be dedicated as a utility easement.
Manual for Uniform Traffic Control Devices, latest edition.
To construct a 2-bay automatic carwash with appurtenances. A waiver is requested for one -
8.
3' mimimum separation required between water line and
way circulation due to the nature of the use. (4.12.6.2 - Automobile Laundries)
8.
Unless otherwise noted all concrete pipe shall be
storm sewer culverts or 6" separation when waterline
reinforced concrete pipe - Class III.
is insulated. Use 1/2" thick Therma-Cel Pipe Insulation
LAND USE: BEFORE % AFTER %
in 3'x 4' sheets as manufactured by Nomaca, Inc. or
Building 0 0% 1500 S.F. 7%
9.
All excavation for underground pipe installation must
equally approved by Albemarle County Service Authority.
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O pen 22,992 S.F. 100% 8,620 S.F. 37%
comply with OSHA Standards for the Construction
Insulation to extend 5' beyond centerline of culvert in both
APPROVAL
Industry (29 CFR Part 1926) .
directions or 5' beyond ends of culvert when parallel.
Paved 0 0% 12,872 S.F. 56%
9.
Touch read meters are being used by the Albemarle County
TOTAL 22,992 S.F. 100% 22,992 S.F. 100%
In
addition to the above notes the following statement must
Service Authority. To accommodate these meters, meter lids
DEPT. OF PLANNING VIRGINIA DEPT.. 8F HIGHWAYS
be
included on all site plans which require V.D.O.T. approval.
will require a 1 3/4" hole taped into the center of the lid.
PARKING: 1 space provided for 1 part-time employee
G COMMUNITY DEV
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The
statement must be signed by the developer of the property
Blind taps or plugs shall be provided to prevent debris
i
prior
P
to tentative site plan approval.
from entering the box prior to meter installation.
- �; �. ��,9 ti '� ��� , ;.�
BENCHMARK: Rim sanitary sewer M.H. @southwest of commercial area site.
We the undersigned developer (s) understand that approval
10.
All water and sewer appurtenances are to be located
Elevation: 508.61 (U.S.G.S. Datum).
DEPT. OF ENGINEERING VIRGINIA DEPT. OF 14EALTH
of this plan by the County of Albemarle does not necessarily
outside of roadside ditches.
indicate Virginia Department of Transportation ( V.D.O.T.)
NOTES:
approval of the plan. Approval of the plan by the County
11.
Certification that 95% compaction is obtained shall be
1. This site is not located in a reservoir watershed.
does not in any way relieve me of my responsibility in
provided for all fill areas under water and sewer lines
2. All lighting to be directed so as not to shine on adjoining properties and lighting spillover
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obtaining final VDOT approval prior to the issuance of
and a
appurtenances, This certification shall be signed
EPT. OF ZONING LBEMARLE COUNTY
building permits and/or certificates of occupancy.
by a Professional Geologist. The certification shall
onto public roads shall not exceed one-half (1/2) Foot candle.
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SERVICE AUTHORITY
state the exact area that the certification applies to.
3. Pavement specification: 6" #21A Base Stone
2.5" BM-21.5"SM-2A
,cf9 t� �1l
12.
Valves on deadend line shall be rodded to provide adequate
DEVELOPER DATE
restraint for the valve during a future extension of the line.
ALBE LE COUNTY FIRE OFFICIAL
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2. MINIMUM WALL THICKNESS FOP, PRECAST OR POUR-IN-PLAC �� S SHALL BE 4`.
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE E
3- THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COAirD WITH AN APPROVED
WATER PROCFING COMPCUND
TYF.Ck- METER VAULT (1 1 /2" M= 7 Ea
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FIG. W-78
COMMON A MAP 46B4
PARCEL A, TAX
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REVISIONS
S/5/97 CO. CGt�4McAt/T�
S//9/97.4cYES3 ESmT_,
B/i�/97 fIC3q COMM s
9/ZG/97 fAt/G COMM ' �
io/17/97 ADDED L/Gi/TS
DATE
APRIL 7, 1997
SCALE
1" = 20'
CONTOUR INTERVAL
2 FEET
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SHEET
2/4
FILE NUMBER
7016