HomeMy WebLinkAboutSDP198900093 Plan - Approved Final Site Plan and Comps. 1989-12-21B
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CG -2
EARLYSVILLE
SI T E
PROXIMITY MAP
,-743
SCALE: 1"=2000' 660
AIRPORT
ly
676
29
51 20' 5'
4:1 MAX. 10:1 17o CROSS SLOPE 10:1 4:1 MAX.
BASE TO BE AGGREGATE MATERIAL
SIZE 21 OR 21A STONE
COMPACTED TO A DEPTH OF 6"
W/ PRIME AND DOUBLE SEAL.
DRIVEWAY SECTION.
DOUGLAS E. CATON
(RESIDENTIAL)
31-5B
EARLYSVILLE UNION CHURCH
(CHURCH—NOT IN USE)
31-6
GENERAL NOTES:
PARCEL IS LOCATED IN SOUTHFORK
\D RIVANNA WATERSHED.
ALL EROSION CONTROL AND PERMANENT
STABILIZATION MEASURES ACCORDING TO
VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK. 0
Denah-1
and Com
ALL OUTDOOR LIGHTING SHALL BE
DIRECTED AWAY FROM ADJACENT
BYP --QTV I lj\]rQ J,
- I , I- � - 11"11 " Io DDr)E)t ditill
b "J-
�250 256 49
NO KENNEL FACILITIES
4
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CHARLOTTESVILLE WELL ARE ALLOWED.
7j:1 CI
SITE
PERMIT UNDER SEPERATE
SIGN
RICHMOND DIOCESE 4B (,r) CL- APPLICATION.
S�
0 SURVEY:
(VACANT) SOURCE OF
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S
ROBERT L. LUIM 0
37 1— 5A -1 11 �i I "N
2" ROCiUs
B-
-I Subbusa
ACCEPTABLE ALTERNATE
IF CURB IS EXTRUDED
1 2 R
.:4
A
Concrete to be Class A3 if - ---------------------
A) Sad.ce
C051 in place 4000 PSI 0
.precast.
�2
Base
Subbase
CG -12
AJ
PLAN
X_ 9'-6' - I
LAND PLANNING AND SURVEYING
PALMYRA, VIRGINIA
DATE: OCTOBER 6, '1988
ANIMALS SHALL BE CONFINED
496.0 TO AN ENCLOSED STRUCTURE.
SP -89-06 WAS APPROVED
FOR THIS SITE.
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POTENTIAL
DRAINFIELD +
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int/of Planning
pi //y Development
t/ of Engineering
par ent or Zoning
Fire of
_:rj"r
E�=le County
Authority
itginia Department
of Health
Virginia Department
of Transportation
4- SCALE: 1: 20
6
PLAT' SHOWING
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TAX MAP I
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A Xis, 21.25' D.B. 455— 147
ZONE: RA
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RIVANNA DISTRICT
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cl,�l 0 ALBEMARLE COUNTY
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POTENTIAL
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6"STONE AGGREGATE BASE
G W/ SURFACE TREATMENT
(PRIME AND DOUBLE SEAL)
SECTION AWA COUNTY OF ALREMARLE
DEPATMENT OF ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
75' SETBACK Revised: September 18, 1989
Q) 1. Prior to commencement of any construction within any existing
TOP OF IRON
public right-of-way, including connection to any existing
road, a permit for said construction shall be obtained from
ASSUMED ELEV. the Virginia Department of Transportation (hereafter
SFCTION R -n •501,00' abbreviated V.D.O.T.).
1 2. All paving and drainage related materials and construction
NOTE
methods shall conform to current specifications and standards
of V.D.O.T. unless otherwise noted.
EXISTING TREE
LAND USE SCHEDULE:
TO REMAIN.
It 20
3,704 SQ. FT. 4 _f
BUILDING EXISTING BUILDINGS
WALKWAYS 1,387 SQ. FT. TO BE REMOVED.
PARKING AND TRAVEL
TOTAL IMPERVIOUS COVER
TOTAL OPEN AREA
TOTAL SITE AREA
PARKING SCHEDULE:
MAX. EMPLOYEES
HUMAN OCCUPANCY AREA
ANIMAL HOUSING AREA
PARKING SPACES REQUIRED
PARKING SPACES PROVIDED
12,542 SQ. FT.
17,633 SQ. FT, j P SHED
113,265 SQ. FT. 2 STORY RES.
130,898 SO. FT. ',�- -- -- -- — — — — — — , — - -- — — _— — — — '— -- — �/ - �- -- i — —
"D
(-4 r)r)r7, ACRES)I
BARN L
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S73.57.00W
368.24'Imo.7_ CI\
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SHED I
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1,942 SO. F - — - - - — - + — I-
-------------- -_ ----
1,762 SO. FT. RICHMOND DIOCESE
(�LAQA
21 31-7
490'
21 50' ACCESS EASEMENT:T 500,
I
Drawn By:
Ifl,
I—-] FREDEPICK OESCI1
Revisions- i P9
JAN. 23, 1989
MAY 18. 1989
3.
Erosion and siltation control measures shall be provided in
accordance withthe approved erosion control plan and shall
be instal led prior to any clearing, grading or other
N80.35.01E_
LLJ
construction.
1 3 5
<
4.
areas are to be fertilized, seeded
All slopes andMaximtmi is 2:1.
_j
01)
1 e fi I I or cut slope
and mulched. allowable
Where reasonablybtainable lesser slopes of 4:1 or better
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are to be achieved.
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5.
All drainage inlets shall have a 2 --inch local depression.
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6.
Paved or rip -rap lined ditch may be required when in the
-the
00 (D
opinion of Albemarle County Director of Engineering, or
II II
(li
order
his designee it is deemed necessary in to stabilize a
_j
drainage channel.
0C)
7.
All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices, latest edition.
0
r—
8.
Unless otherwise noted all concrete pipe shall be rein -forced
0
concrete pipe - Class III.
I
9.
All excavation for underground pioeinstallation must comply
with OSHA Standards for the Construction Industry (29 CFR
Part 1926).
in
a on to the above notes, the following statement must be
includ
on 1 al site plans which require V.D.O.T. approval. The
state--
�ft must be signed by the developer of the property prior to
t Cn,a,.
_ ". site plan approval.
BITUMINOUS
CONCRETE
We he undersigned developer(s) understand that approval of
thi plan by the County of Albemarle does not necessarily
(SAME SURFACE
ind'cate Virginia Department of Transportation (VDOT)
AND BASE AS
app, oval of the plan. Approval of the plan by the County
doe, not in any way relieve me of my responsibility in
doe.
ROUTE 743)
final VDOT approval prior to the issuance of
building permits and/or certificates of occupancy.
DEVELOPER DATE
DONALD W. BLAKE
�~-1 '��_ ¢���
(RESIDENTIAL)
31— 3 5 A
Drawn By:
Ifl,
I—-] FREDEPICK OESCI1
Revisions- i P9
JAN. 23, 1989
MAY 18. 1989
A
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F4
�4
Z
,4
0
Drawn By:
Ifl,
I—-] FREDEPICK OESCI1
Revisions- i P9
JAN. 23, 1989
MAY 18. 1989
A
jr;,
Drawn By:
Ifl,
I—-] FREDEPICK OESCI1
Revisions- i P9
JAN. 23, 1989
MAY 18. 1989