HomeMy WebLinkAboutSDP198800039 Plan - Other (not approved) 1991-11-18V
a -
W
.-
P
a
. . . . . . . . . . . . . . . . . . . .
T
Keyed to County Zoning Ordinance, "Preliminary Plan Slte
Content,��32.5.6
\ UAJ�
• a. 1. Name of development - IBM Office Building
2. Owners - County West Limited Partnership
3. Architect - Shank and Gray Architects
• 4. Existing zoning: C-1
• 5. Location - Jack Jouett Magisterial District
Albemarle County, Virginia
6. Scale: 1" = 30'-0"
• 7. Source of survey and topography:
Aubrey Huffman Associates.
8. Adjacent Property Owners:
Tax Map 60•
Parcel • 47 - Colonnade Associates Ltd.
Partnership, C-1 zoning, tennis shop
• and courts.
Parcel 48A: G. Barlow, C-1, vacant.
Parcel 53: Univ. Village Ltd.
• Partnership, R-10, single-family
residence.
Tax Map 6081:
Parcel 133: Huntington Village Limited
• Partnership, R-10, multi -family
housing.
b. 1. Site Coverage
site total 1.89 acre 100%
building coverage .35 19
parking coverage .76 40
landscape •78 41
2. Offices
• Net Building square footage
Total 18,400 sq.ft.
Addition 5,000
3. Parking
• Number of required spaces 92 - -t8,4M
Total provided 93
: 4. Maximum building height
(matches existing) 25 ft.
• 5 Business use rou BOCA T bl
SHANK
RAY. -
ARCH ITECTS"
510 EAST MAIN STREET
CHARLOTTE SV I LLE
VIRGINIA 22901
(804) 295 - 0131
IBM
• g p a e 4 i 1 and 9 08.0)
• requires no fire rating of exterior walls for
tv/
�; ''
I I
\
Office
' buildingseparation distances
P greater than 10
20� drainage_ s,
easement - - s > >.
_original
t8��culvert
feet from lot lines. Minimum distance for
S,
I'� ;
• this building addition is approximately 15
v
-h�,�� � '--�--.. ' 11
Building
feet.
3 ex'g " =
_ r
3 ex g l 114 wate
�-- "!
y %°.
• e. Existing landscaping and trees will be retained
willow oaks
/ - w " _-L___
, 0'd
2
ex1g water meter /VY R d•
wherever possible. All landscaping shall be
in
r - -
'
_ .3- � �-.� �-yam - �� � SR 7
_ 54 �6p�)
ADDITION
maintained good condition and shall be replaced
-`�
'
- u' \
• if it should die .
574
_�
4exVg%_gW'mo les
-'--ex'g ��
• h. This property is not included in the one hundredIn
f i
k
; , - nkle. skirt. ; \ corner pin assumed 580 elev.
- \�``�` L_-� 0if-�
year flood plain.
a
)K11 `
' '
7 - { I 30
2400 Old Iv Road
y
•
- x�1�
--'-,
ex'g underground -�-
ex'g commercial entrance
' _ I
Jack JOuett
j. Existing stormwater drainage easement; see plan.
,- --
-- y'. -��� / «
1
•
,- -, _ x
elec. service _ - req'd 30' bldg setback
ex'g elec. transformer / !v �,
'� - -
Albemarle County
Keyed to final "Site Plan Development Content,"
_ -
32.6.6
`
;��
'g g ., \ ��. ex'g sycamores
ex covered loading dock <_._
County West Ltd. Partnership
•
• d. 4. Drainage summary table (note: all information
'. a Y'
•.,
taken from , ass \
'' and dumpster screen to be removed --
1983 approved site plan)
PP
.•_•• •
TM. 60 _ <;:>::;;:;:;,.,..'
>
- ,, - f ,
,., ____ ,
\� 6 ex g red maples
'
Structure Description Length Invert Invert
Parcel 48A �,, _
Slope ��h ? roof drains J
Ex ist' �t
9
Number In out
s ditch
10 dedicated s s o Jo
Office Building
l
1 existing 2'-6" matches 571.5
' '`•
drainage e ced
elec.
- ex1g curb ramp
covered dock
drop inlet original
transformer
- 2 loading spaces f �
DI3A 18" culvert
r . ,ea-sementref
a -. ra
_---
�7-
7' mos. dumpster screen .
se
2 existing 130 571.5 570.8
•..
5s cone. pavement I / - - I
/
1
,2 ex'g h.c. parking spaces
�
area of new paving; see spec. with pavement markings
RCP
exg sour gum
'/'- -
6 e g dogwoods ex'g conc walk
`
cOR71SSl18" on
existing 17C 570.8' 562.3
i�
,� I1 (f
,
5% J
S
+
ex'9 crepe myrtle Ts3
l
paved drainage
- ' �� -'�� I `_ , -
"� -
`'r _ . _ - lot
date JuH0 19�
• ditch VDH & T
- �� s ( , „�'��
-
/ ex'g parking
f
PG -1 Type C
I l _
i � SS / - -, -- ; �' �!/ ,� �
'�` -,,. L- n
.
/.�
8 f / -
�; _ , • - -- ex' 20' ole light,
9
r@VISIOr1S
4 existing - 562.3 561.5
- �' l� j / !
,
�' W1��'rN! J typ9 of 4p
• detention pond 557.5
•
\ r�
i 1 is
" - " -. - . _ ..- - t 1
+� - s�
R2 I
r 1✓.;�;,kv�
•
: 5 existing 50' 557.5 557.2
\ 562 - - - - ' �� i // \\
.5%\, '� �'�J r i I
56 i 5 ^-
f /
!li `
x°/11 t
15" RCP
� 5�f` -•, ; i Il i�
� 1�%�J.,�� y �� Parcel 47
6 existing 12' 561.5 560
..
5% - _ M ` - w ' _1
rip rap ditch
_• fes, ` _ - : ,, -
2 ex'g Japanese s \
•
7 existing 45' 567 560
J
13% --�
V/ w
privet hedges ex'g 8 son. sewer
- // yf-
paved drainage
o ..
\\1 s6�o •
--\ - 2 ex' g Pin oaks ;
• ditch VDH & T
'
PG -1, Type C
• g. Pavement specifications: 11" asphalt paving
' over 6" crushed stone base.
• Miscellaneous Items
5 o
4
-
•
a. All exterior site lighting shall be directed
,J exq
sycamores
• away from adjacent properties
-- original h N�°p9��
39
ex'g 6" son. sewer �
• b. Soil erosion plan, if required wil-1 be
24 CMP w-
submitted separately.
' c. Building: Two stories Cons
g Construction Type 2C.
34l.2q.
`
\\ ! _-ex'g manhole ;
• d. Fire hydrant location, Huntington Village,
•
' No. 10542. Tested May 4, 1982 11 a.m.:
TM. 60 Parcel 48
1120 gal./min. at 20 psi residual.
y
� �
•
e. Contour lines are existing lines and are not to
site
plan
�'
• be altered significantly.I��
_ 30� _ O��
S
•
f. Note: detention pond was oversized in 1983 site /
s
• plan and accommodates additional capacity _
required by building addition.
s
. . . . . . ...............................