HomeMy WebLinkAboutSDP200000015 Plan - Approved Minor Amendment 2000-05-301. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing road,
a permit for said construction shall be obtained from the GENERAL WATER 6 SEWER CONDITIONS
Virginia Department of Transportation (hereafter abbreviated
V.D.O.T.)
2. All paving and drainage related materials and construction 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY..
methods shall conform to current specifications and standards of AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
V.D.O.T. unless otherwise noted.
3. Erosion and siltation control measures shall be provided in NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START UTILITY" (1-800-552-7001).
accordance with the approved erosion control plan and shall be OF THE WORK.
installed prior to any clearing, grading or other construction. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF
4. All slopes and disturbed areas are to be fertilized, seeded and PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
mulched. Maximum allowable fill or cut slope is 2:1. Where PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
reasonably obtainable lesser slopes of 4:1 or better are to be SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON
achieved. AND WATERLINES, ETC.
HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES
5. All drainage inlets shall have a 2-inch local depression. AS NECESSARY. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
6. Paved, rip -rap or stabilization mat lined ditch may be required 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER ROADSIDE DITCHES.
when in the opinion of the Albemarle County Director of
Engineering, or his designee, it is deemed necessary in order to AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO
stabilize a drainage channel.
ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 15, 1998. PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 04 �u����[EO`�`pl FUTURE EXTENSION OF THE LINE.
8. Unless otherwise noted all concrete pipe shall be reinforced��1'°\e
��,
9. All excavation for underground pipe installation must comply �� �e- 0P
with OSHA Standards for the Construction Industry (29 CFR Part 1'e,
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VICINITY MAP 1" = 2000'
RIVANNA DISTRICT
CURRENT USE: CLEARED
PROPOSED USE: MUFFLER REPAIR
ZONING: C1-EC
LAND USE SUMMARY:
BUILDINGS: 4,400 SF FOOTPRINT
�IAY 18 2000
TRAVELWAYS G PARKING: 13,274 SF
IMPERVIOUS AREA: 17,674 SF (81%)
PLANNING AND
OPEN: 4,
OOMMUNITY DEVELOPMENT
TOTAL SITE:: 0.50 AC
OWNER/DEVELOPER: FREEBRIDGE LAND TRUST/CW
HURT
CONTRACT PURCHASER: TOM NEEDHAM
TOPOGRAPHY: URBAN TOPO (USGS DATUM)
EX SURVEY: KURT GLOECKNER
THIS PROJECT DOES NOT LIE WITHIN THE WATERSHED
OF AN ALBEMARLE COUNTY PUBLIC WATER SUPPLY
RESERVOIR
100-YEAR FLOODPLAIN ELEV 340'
MAXIMUM NUMBER OF EMPLOYEES = 6
MAXIMUM BUILDING HEIGHT 35'
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP
WHICH EMITS 3.000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE
OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS.
THE SPILLOVER OF LIGHTING FROM PARKING AREA
LUMINAIRES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL
NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
PARKING SCHEDULE
7 x 2 SP/BAY:
14
1 SP/EMP:
6
OFFICE: 1/200 SF NET
= 3
TOTAL REQUIRED:
23
PROVIDED:
23
THIS SITE IS LESS THAN ONE (1) ACRE OF LAND AREA, AND THEREFORE EXEMPT
FROM STORMWATER MANAGEMENT REQUIREMENTS UNDER SEC 17-314.F.4.
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DESIGNED
BY
DATE
TM
8-6-98
DRAWN BY
DATE
TM
8-6-98
CHECKED BY
DATE
FILE
EDIT
TUFFY
-
SCALE
1: 20
DRAWING
1: 1
PLOT
PROJECT
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