HomeMy WebLinkAboutSDP199800115 Plan - Approved Final Site Plan and Comps. 1998-08-13.a
1
2.
3.
4.
5.
6.
7.
8.
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing road,
a permit shall be obtained from the Virginia Department of
Transportation ( V.D.O.T.). This plan as drawn may not accurately
reflect the requirements of the permit. Where any discrepancies
occur the requirements of the permit shall govern.
All paving, drainage related materials and construction, methods
shall conform to current specifications and standards of V.D.O.T.
unless otherwise noted.
Erosion and siltation control measures shall be providr.d in accordance
with the approved erosion control plan and shall be installed
prior to any clearing, grading or other construction.
All slopes and disturbed areas are to be fertilized, seeded and
mulched. The maximium allowable slope is 2:1(horizontal:vertical).
Where reasonably obtainable, lesser slopes of 4:1 or better are
to be achieved.
Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or the Director's designee, it is deemed necessary
in order to stabilize a drainage channel.
All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices.
Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III.
All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
CUSTOM EXPRESS
DISTRIBUTION CENTER SITE PLAN
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
APRIL 20, 1998
REVISED MAY 18,1998
REVISED MAY 28, 1998
REVISED JUNE 15, 1998
ROUDABUSH, GALE AND ASSOCIATES
A PROFESSIONAL CORPORATION
SURVEYORS, PLANNERS, ENGINEERS
914 MONTICELLO ROAD
CHARLOTTESVILLE, VIRGINIA
GENERAL WATER AND SEWER CONDITIONS
Rev January 27, 1998
1. Work shall be subject to inspection by the Albemarle County
Service Authority inspectors The contractor will be
responsible for notifying the proper service authority
officials at the start of the work.
2. The location of existing utilities across the line of
the proposed work are not necessarily shown on the plans
and where shown, are only approximately correct. The
contractor shall on his own initiative locate all
underground lines and structures as necessary.
3. All meterials and construction shall comply with General
Water and Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 15, 1998
4. Datum for all elevation shown in National Geodetic Survey.
5. The contractor shall be resposible for notifing
"Miss Utiltiy" (1-800-552-7001).
6. All water and sewer pipes shall have a mimimum of
3 feet of cover measured from the top of pipe, over the
centerline of the pipe, This includes all fire hydrant
lines, service laterals and waterlines, etc.
7. All water and sewer appurtenances are to be located
outside of roadside ditches.
8, Valves on deadend lines shall be nodded to provide adequate
restraint for the valve during a future extension of the line.
SITE DATA.
LEGAL REFERENCE: P/O Tax Map 32 Parcel 19B
SOURCE OF TITLE: D.B. 1224 P.39
CONTRACT PURCHASER/DEVELOPER:
Caroll Blundon
C/O Custom Express
2050 Lambs Road
Charlottesville, VA 22901
OWNER: Jefferson National Bank
P. O. Box 711
Charlottesville, VA 22902
ZONING: Light Industrial, Airport Impact Area Overlay District
RIVANNA MAGISTERIAL DISTRICT
SETBACKS: Building: 50' from S.R. 606
Parking: 10' from S.R. 606
SITE AREA: 1.992 Acres
EXISTING CONDITIONS: Graded and open
PROPOSED USE: Express Shipping/Parcel Distribution
LAND USE: Existing % AFTER
Building(Footprint)
Open Area
Paved Area
TOTAL
o�
0
0 0%
12,000 S.F. 13.8%
86,772 S.F. 100%
33,791 S.F. 38.9%
0 0%
40,981 S.F. 47.3%
86,772 S.F. 100%
86,772 S.F. 100%
FLOOR AREA RATIO: 0.1383
PARKING SCHEDULE:
1 space/2 employees @ 34 employees =
Customer Spaces (4.12.6.6.1.C.) _
Loading Space @ 1/10,000 S.F. (4.12.7.2.C.) _
TOTAL REQUIRED =
TOTAL PROVIDED =
Source of Survey & Topography: Roudabush, Gale & Assoc., Inc., April 1998
BENCHMARK: P.K. nail in power pole at the South corner of the
intersection of Hunterstand Court and Quail Run.
U.S.G.S. DATUM
ELEVATION: = 575.96
17 Req'd
2 Req'd
1 Req'd
20
39
Notes:
1. This site is not located within a reservair watershed.
2. Site lighting is proposed on the building only and shall be directed so as not to shine on adjoining
properties or roadways in excess of one-half (1/2) footcandle.
3. Office use is accessory to the warehouse use.
4. Any existing landscaping that is dead shall be replaced.
5. Stormwater management will be provided by an Existing pond.
APPROVAL
DEPT. Of PLANNING
6 COMMUNITY DEV
DEPT. OF ENGINEERING
DEPT. OF ZONING
ALBEMARLE COUNTY FIRE OFFICIAL
VIRGINIA DEPT. OF HIGHWAYS
VIRGINIA DEPT. OF HEALTH
ALBEMARLE COUNTY
SERVICE AUTHORITY
ALBEMARLE COUNTY BUILDING OFFICIAL
QUAIL RUN
S/ TE
,ti Q�
G7
w, a
�
o
o
���d
qf^
y_J
Forest Lakes
Subdivision
VICINITY MAP
SCALE: 1"
= 2000'
RE.COVEL-1
j9p
planning clsot
SHEET INDEX
SHEET 1 - COVER SHEET
SHEET 2 SITE PLAN
SHEET 3 -UTILITY PROFILES
U
z
F-i rn
cli
U H
z
H
0 p CD
a
O H
U) ci: >
Q O LU
J -J
J H
w
CZU C
KH w
F
Z
W o 0
J
v a
Q G) U
w co
cr-
U) o
w
m CC U7
� C]c
07 Lli
Q z
(� cfl Z
D w 0-
H p
i-+.- W J
REVISIONS
M4YA9, /99B S&I-/00.,/
CO. COMM.3
Mq y 18, /99B ADDF� �T 3
11 DATE 11
APRIL 20, 1998
SCALE
1" = 20'
CONTOUR INTERVAL
2 FOOT
W
z
c.4 a
H H
z
Cca_
F- H
H Q
H
X1L
n
J
< -
W
H �-
WZ
H Z)
HO
s
LU
Ld
0
F-1
z X
rn
<M
(' f)
lJ .J
►
v
�
Cra
D
U
SHEET
1/3
FILE NUMBER
7840
�7Z4A17T L /ff T
OE3/G/t/A71-0A1 Q7y 60774 //C,%L /l/AME �O/VJMO� �/9ME EM,q/2,�5
to F/P�7X//v�/S "9n/1E.2/CA�/,9 WI-11 TE ,q 3� " CAL .
8 to Ar✓�ELA/t�L�x//E.P C9�(/ �/S DER ✓/C�`�-`�� `� / / - CAG -
G S
/. EX/.ST/.t/t7 nO�TveI77Y) x, // 4, 522
OF .SiTE� 90oiTiO.vAL �.2oPo.�EO cy.�oPy /� vPP.eoX 6 /�� �. F �7 / pF J-/72!F-) .
TOT.9L C gA10/25/ P,eO�O�EO = /2. 3 7. OF /TE, /o,G90 S F. /.vCLUOE� EX/:jTi c-IG)
TOT9L C.9�/OPy ,2EC�!//.eEl� _ /p /Z o.c- s�>E �l,4qAl
9 /) , 1A1CLvO/�c./G 5�
OF Pq ✓EO 44FZy0 8/ = 2049 .� F.) (3Z 7. 9. 7. ,6.).
Z. /.�/ �Ccoeo,9•vcE ✓/T� 32 7 9.2. 6. �Z 3. 5 3, L>icy•9/t/OCCTHEy,PCH/TECT of T,yE / //VZ O.�roa. �.O.B. /GG¢PE�PEN9,q/,c/%A/G .9FTE,4e
o� T,.t/0 w/!/ TE PivE� Syo, ✓.�/ On/(SEE
LOT 4 A/.PPo/2T /,vous7,P14Z A04,e.4E:�'
ZO/tJEp L Z
P/o T r✓%� �� - /98
✓�I CA.cJ T
04 " 7
o �
\ • . Qc CIA
q A
tT�J�co \
o
Yi \ • 9X
00 \• • • 00
411
4"
4 iolne q `2
• 41
4 •. • 4 P1ne \
. 08,
R �
/�
„
¢'lrre 4
,17
1ne a �04 PivE� �L �E .�i,VO) • . e 10 'oak
4, , qs .PEQU/�'E� To .=iLL "9.c./f � •�... ..
_.
1 ne 'PjQ �G�9���G,PEE�/ivC'I fib 4 Pine
+ , ne .. .
o ;o1ne 4 „Pine � 3 "Oak
•• i_ --•..-1....,7B \ . ,,,,. ,.M.u..,. ,�' L/NJ/T GEC C'PlTjc � -"" � _
• �.y, T � �/- - _ ' ems'- `'"E) 4 Plne ,
41
4 Plne 4 . pine
Ile
Qj
0 �'-sic-E ���-E� • • • . G" 4 D/- / '." -W. _ � . ,
- 111 o. __•_ _ ,
^\9 Il s-ov� GYP 76.4 74 70P 575. S i
O o9ti -TrP�cTo E cC ►v-q<< ���Bqs- /.O. 570.51
76. f \ -
L7
/O 76.5 E. P 77. / x
i2 00 �-qpE �; °
o - ,c- tipU�E
/ S covo- o
0 9 J i��
Z .. X o�� - i o\, �' o,�
E qL o•vG P,POPLr.PTs'
Aj
Q > X 72 5 �o o.vG �I , 320 3 ,c ►. 76
� ,�P 2 - Q• X h\ oe-9s- hh ph - •,�
00'e
ice
`X
o .
7Z. e
4-A
0osy ,n
2p cu
CNJ
un
0
s o
z �
�Q
5 ' Co.vC iv o A ✓/O A.�/�.PEA FeEE.��.t/
L I
757 , LIJ 7-MP .32 - / 98 -7
QPEyoCJ5E
cu
All
•' x �3. � � s ' `•_,moo. �Q �-� U .
�\ Q O
coti,C x '10h
-0 �1
7Z z_
\ G �N. O�AgUE
Esc/[ G 03U.QE ,�E
�P
J En/�GOst/,QE
B \ } 3 h
74.4
fo
7j7 /0A
d�. +- K74./o
x74.
O CG-Z
7¢
Tor' 574. G
00AV,6 .vT-
B " * 2/4 BASE � 7-OAZZ
fW /
70.4
e
ToP 70. o o I
"10
0"0,. 60 0S
"'
• �`�� `S6� 6 Q 49 �7R /Gfl7 .Pc/C.C'
V4 1
• �s
z4' Q
SG7.� G9.5 x69.7
TZ.O
6749 'Z G PHA S ECM 'P'99GE - .PoP. O.P4/•vAGE
0 ' Esn/7" h
� A=65.90' _
Gg4 z--S37 5958 W 230.43
R R = 850.0 0
w
,w'gtL BL0,a/o.CC' /. 70.7 �_P p 9J3f'(a ENO G "L /•vE W.M.
UPST.PE4•✓l of 6. o- ✓. PIP
EX9 8DI-op Inlet (,cy '9
EX .
Top =557. 47
H U
N TEPS T A IND hv<B6)5G4E¢�C UP T 50
(,,00,41 VQ 7Z iPOAO
'v o3n
EX.
F 'Al A�sy.
I
% 71.4
Lo
CGl.-Z 74.GX - U)
+13
74.3X
76
s.n �AYEME,t/T
9 'x /8 ' �PACE� ovZ04
y)
•:, -., � (o " � 2/A BLASE �TD�t/E
Tl-
oi
t
ri' J
�v
7Z CG 2 7Z. Z x
52. f��
3o >OP 57/- 5
71. 8 x
P - 0 - W
In
rt
Lb
EX. G. GA-5
G
S -
Exlstin
73.Z an.
MH
Ex. Top =573.61
II=557. 44
IO=565. 71
305' f To
S
Existing
Drop Inlet
Top=573.00
Inv=565.00 /
SCALE I" = 20'
20 10 0 20 40
SCALE IN FEET
Existing
Drop Inlet
Top =571.30
Inv=568.00
+0
S
a
2
2
LE
•
U
Z
c,
H
m
w
CU
•
U
H
Z
U
0
~'
LD
V )
a
CE
o[
Q
O
J
J
�
-
r�
..J
W
U
H
~
cn
�
W
F-
Z
O
LLI
F-
~
U
LU
J
Cc
Q
O)
U
w
�
r n
lJ J
O
W
W
Q
0
cr
Z
Q
D
W
a'
0
z
0
Z
W
Q
REVISIONS
CO. Co.✓w! •. s
E /5, /998 O.I. • f .2E✓i.�
DATE
APRIL 20, 1998
SCALE
1" = 20'
CONTOUR INTERVAL
2 FOOT
V J
V J
W
n
ai
XJ
W
o�m
r n
lJ J
Z
Q
L1J
I -I
t�
V J
UQ
H H
Cr Z
E- H
F -I
C3 H
H >-
W Z
(n O
0 U
Q w
Q zw
m
am
>J
H a
m
U
SHEET
2/3
FILE NUMBER
7840
10
4.
5.
6.
7.
8.
I
S80 -
570-j
EXl�>. 18
GENERAL WATER AND SEWER CONDITIONS
Rev. January 27. 1998
Work shall be subject to inspection by the Albemarle County
Service Authority inspectors. The contractor will be
responsible for notifying the proper service authority
officials at the start of the work.
The location of existing utilities across the line of
the proposed work are not necessarily shown on the plans
and where shown, are only approximately correct. The
contractor shall on his own initiative locate all
underground lines and structures as necessary.
All meterials and construction shall comply with General
Water and Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 15, 1
Datum for all elevation shown in National Geodetic Survey.
The contractor shall be resposible for notifing
"Miss Utiltiy" (1-800-552-7001).
All water and sewer pipes shall have a mimimum of
3 feet of cover measured from the top of pipe, over the
centerline of the pipe, This includes all fire hydrant
lines, service laterals and waterlines, etc.
All water and sewer appurtenances are to be located
outside of roadside ditches.
Valves on deadend lines shall be rodded to provide adequate
restraint for the valve during a future extension of the line.
/2s '— /.s �C� 2 79
/ 7&'
//5 , /5 ,"<PC,x� � /. ao
i - � _ �o /�o.4/z� , / = /U V,±- .4,� / _
eoS
C-Z
U
jZ
H rn
w
a
H
O z
�U)<� 0
a �
O ,cc > i
Q O w
I J
W ~
r U >
F W
� O ~
LL1 �
O
Q G) U
`.J
w W
0
V J
>
W cc: Cf)
Q � W
z
0 oc a
D W 0-
O CD z
H O
f--+- W J
REVISIONS
S/ZB/9B ADvEo Ti�i11s�T.
'-) A '1
MAY 28,1998
r
SCALE
CONTOUR INTERVAL
L3
Ln
Lv
L3
1
U a
LIJ
H
cc z
CC
�-
0-
O
H
0>
j
X
Cc
Q_
I LLJ
wz
cn o
O
E—
Q w
F—
H
°C
as
z2:
zw
am
> J
U
�Q
cc
I
SHEET
3/3
FILE NUMBER
7840