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NOTES
OWNER/DEVELOPER:
GERCKE DEVELOPMENT CO. , INC.
I, PRIOR'TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY I`I
3056 BERKMAR DRIVE
EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY
P. 0. BOX 7213
CHARLO'I'TESVILLE,
VA 22906
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE 1
TM 62 PARCEL 17A
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
ZONED R-6
( HEREAFTER ABBREVIATED V, D.O,T.) .`
DEED BOOK REFERENCE
753 P 754,
RIVANNA MAGISTERIAL
DISTRICT
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION
ALBEMARLE COUNTY, VIRGINIA
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
DATUM - ASSUMED
STANDARDS OF V. D, O.T, UNLESS OTHERWISE NOTED. 1
SOURCE OF TOPOGRAPHY: FIELD RUN BY
GLOECKNER, LINCOLN
AND OSBORNE,
INC.
3, EROSION AND SILTA PION CONTROL MEASURES SHALL BE PROVIDED
SURVEY DONE BY:
GLOECKNER &
OSBORNE, INC.
PROPOSED USE:
RESIDENTIAL
IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN APID
TOTAL ACREAGE:
68.755 ACRES
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR
UNIT DISTRIBUTION:
PHASE 1 -
48 UNITS
OTHER CONSTRUCTION. '
2 -
47 UNITSE
,
3 -
67 UNITS
;
4, ALL'SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
4 -
51 U1lI'IS
5A - 66 UNITS SEEDF.r AND MULCHED. MAXIMUMUM ALLOWABLE FILL OR CUT a _;
f 5B - 60 UNITS: SLOPE IS 2 I. WHERE REASONABLY OBTAINABLE LESSER 4
6 - 25 UNITS
SLOPES OF 4: 1 OR BETTER ARE TO BE ACHIEVED.
1 v
7 - 48 UNITS
a ---------
412 UNITS APPROVED
5
DRAINAGE INLETS SHALL HAVE A 2" LOCAL DEPRESSION.
:ALL URA
x� �{ k,
PROPOSED DEHSITY�::::. 5. 99 UNITS/ACRE: ';y
6•
PAVED,' OR -RIP- RAP LINED DITCH MAY BE REQUIRED WHEN IN
1
`
MAXIMUM HEIGHT OF STRUCTURE NOT TO EXCEED 35'
-
THE'OPINION OF THE ALBEMARLE COUNTY DIRECTOR OFs-��--
-- s
PARKT.NG SCHEDULE: I'O'rAL UNT'rS PROPOSED 60
ENGINEERING,. OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN
2 SPACES/UNIT REQUIRED 120 SPACES
SPACES PROVIDED 120 SPACES
ORDER TO STABILIZE A DRAINAGE CHANNEL.
'TOWNHOUSE UNITS PROPOSED 60 UNITS
SET BACKS: FRONT 25'
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA
SIDE 10'
MANUAL FOR UNIFORM TRAFFIC CCNTROL DEVICES, LATEST ED-rioN.
' Y
;.
REAR 20'
.APPROVED RECREATION AREA INCLUDES JOGGING PATH AND
4
SWIMMING POOL.
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED'
#
MAXIMUM AMOUNT OF IMPERVIOUS COVER: 2.79 ACRES
CONCRETE PIPE -CLASS III .
AREA IS NOT WITHIN THE RIVANNA RESERVOIR WATERSHED.
ADJACENT OWNERS: TM 62 P 16
9.
ALL EXCAVATION FOR UNDERGROUND PIPE MUST COMPLY WITH OSHA
TowNBRooK nSSocrn'rss
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1927),
ZONED R-4'
TM 62 P 22
10.
CONTRACTOR SHALL COORDINATE WITH ACSA AND ZONING INSPECTOR
CITY OF CHARLOTTESVILLE
BEFORE ADDING ANY DECKS OR PATIOS OUTSIDE OF BUILDING
j
_
PEN PARK
SETBACK LINES.i
PRESENT,USE OF PARCEL: VACANT
(�
SITE IS ADJACENT To RIVANNA'RIVER
RIVERRUN PHASE 5B
COVER SHEET & NOTES
REVISIONS
FEB. I, 1990
FEB. 6, 1990
FEB. 8, 1990
TABLE OF CONTENTS
Sheet
I -
Cover Sheet
Sheet
2-
Site Plan
Sheet
3-
Landscape
Plan
Sheet
4 -
Soil Erosion
81 Sediment Control Plan
Sheet
4A-
Sediment Basin
Sheet
5 -
RiverRun Drive
Sheet
6 -
Road A
Sheet
7 -
Road B
Sheet
8 -
Road C
Sheet
9 -
Water Line
on RiverRun Drive
Sheet
10 -
Water Line
on Road A
Sheet
11 -
Water Line
and Sanitary Sewer Road B
Sheet 12 =
Water Line
on Road C
Sheet
13
Sewer Line
to Serve Back Units
SCALE
AS NOTED
DATE
JAN, 15,1990
S MUEL E ��9D�Ql/o
Pilo.
NAL
SHEET
1 of 13
JOB NUMBER
89-702-00
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