HomeMy WebLinkAboutSDP199200021 Plan - Approved Initial Site Plan 1992-05-12COMPACTED SUB -BASE
COMPACTED SUB -BASE
TRAFFIC DUTY
HEAVY DUTY
LOT 8
CHARLES Wm. HURT &
SHIRLEY FISHER
TRUSTEES OF VA. LAND TRUST
T.M. 61Z P.3 -11A
ZONING: P.U.D.
TYPICAL PAVING SECTIONS
LOT 3
ROBERT D. & MARILYNN BRUGH
T.M. 61Z P.03-2
D.B. 767 P.669
ZONING: C-1
L EXISTING C&G TO
EXISTING ENTRANCE BE REMOVED
RYANCHLAND-S - DL VD.
EDGE OF EXIST. PAVEMENT
VICINITY NJAP
SCALE I"=2000'
SITE DATA
;LAND OWNER: THE CENTRE AT BRANCHLANDS PARTNERSHIP
A VIRGINIA GENERAL PARTNERSHIP
PROJECT OWNER: FOOD LION, INC.
SALISBURY,. NORTH CAROLINA
DEVELOPER: McKENZIE PROPERTIES,INC.
BLUFF VIEW CENTRE, 412 E. SECOND ST,
I CHATTANOOGA, TENNESSEE 37403
PHONE: 615/756-8182
BOUNDRY SURVEY BY: ROUDABUSH, GALE, AND ASSOC.,INC.
914 MONTICELLO ROAD
CHARLOTTESVILLE, VIRGINIA 22901
;TOPOGRAPHIC SURVEY BY: JAMES H. BELL JR.
MINERAL, VIRGINIA
DESCRIPTION: A PORTION OF 1 T.M. 61Z-03
LOT 6 BRANCHLANDS
9.074 ACRES TOTAL AREA
? D.B. 933 P.559, P.565 PLAT
D.B. 1018 P.562,
ALBEMARLE COUNTY, VIRGINIA
MAGISTERIAL DISTRICT: CHARLOTTESVILLE
ZL? u: ,'PUD='ZMA ;88-7
' p(:p''OSED USE: RETAIL/GROCERY
YEAR FLOOD ELEV. 411.2
COVERAGE: BUILDINGS 36,853 S.F. 17.5%
WALKS 2,030 S.F. 1.0%
PARKING AREAS 89,670 S.F. 42.5%
SERVICE AREAS 26,180 S.F. 12.4%
OPEN AREAS 56,167 S.F. 26,6%
TOTAL 211,900 S.F. 100%
Y.'1. MAXIMUM HEIGHT OF STRUCTURES 35'
2. AVAILABLE FIRE FLOW 2500 GPM @ 20psi
3. CURBING SHALL BE CG -2 THROUGHOUT THE
SITE UNLESS NOTED OTHERWISE.
4. THERE SHALL BE NO OUTDOOR DISPLAY OR
STORAGE OF MERCHANDISE AT THIS FACILITY,
5. THERE SHALL BE NO FLAGS,PENNANTS, SPINNERS,
TINSEL,BANNERS,OR OTHER ATTENTION GRABBING
DEVICES OTHER THAN SIGNAGE SPECIFICALLY
APPROVED BY THE ALBEMARLE COUNTY ZONING DEPT.
`6. DUMPSTERS WILL BE SPRINKLERED
7. -PARKING LOT LIGHTING SHALL BE ARRANGED OR
'SHEILDED TO REFLECT LIGHT AWAY FROM ADJACENT
STREETS. LIGHTING SPILLOVER SHALL NOT EXCEED
ONE—HALF (1/2) FOOT CANDLE.
LEGEMD
TOTAL G.L.A. 33,000 S.F.
TOTAL BUILDING 36,853 S.F.
'TOTAL PARKING PROVIDED 186 CARS
TOTAL PARKING REQUIRED 185 CARS
PARKING RATIO 5.0/1000 SF GROSS BLDG
,SITE
i
40 0
O EXISTING TRAFFIC SIGNAL
'..�
O
DRAWING INDEX
C-1 SITE PLAN
C-2 GRADING & DRAINAGE
C-3 SITE UTILITIES
LS -1 LANDSCAPE PLAN
PRELIMINARY
LAYOUT P'LAN
GRAPHIC SCALE
20 40 80
160
( IN FEET )
1 inch = 40 ft.
APPROVAL
DEPT OF PLANNING &
COMMUNITY DEVELOPMENT
ALBEMARLE CO. SERVICE
AUTHORITY
VIRGINIA DEPT. OF
TRANSPORTATION
DEPT. OF ENGINEERING
DEPT, OF ZONING
COUNT`( FIRE OFFICIAL
a
M
co
Ln
Ln
Ln
H
cr
a�
0
�J
Ln
Lr
-n,
�I
W
w
Q
W
�
0
�
N�
�
W
a
M
co
Ln
Ln
Ln
a
co
Ln
Ln
Ln
X
u-
cr
a�
0
�J
Ln
Lr
-n,
Ln
u
vn
u
u
V*l
41
/
`c
LYNVy00D
GOL FORSYTHIA
/
3
C
C
IP LAUREL
BRA NCHLA NDS BL VD,
NOTE: SHRUB AREAS ARE SHOWN IN MASS AND MAY
NOT ACCURATELY REFLECT THE NUMBER REQUIRED
O
m
m
O
Z
(
zs
LANDSU"APE PLAN
GRAPHIC SCALE
40 0 20 40 80 160
EXISTING TRAFFIC SIGNAL { IN FEET )
O
1 inch = 40 ft.
O
APPROVAL
DEPT OF PLANNING & DEPT. OF ENGINEERING
COMMUNITY DEVELOPMENT
ALBEMARLE CO. SERVICE DEPT. OF ZONING
AUTHORITY
VIRGINIA DEPT. OF COUNTY FIRE OFFICIAL
TRANSPORTATION
N
ss�
,
H
O CO
L U-)
ez
+� Z Q
u—
�w
O Ln
E-,
w h
S
�n
oU n
0
�W
�o
N�
�
W
U
LANDSU"APE PLAN
GRAPHIC SCALE
40 0 20 40 80 160
EXISTING TRAFFIC SIGNAL { IN FEET )
O
1 inch = 40 ft.
O
APPROVAL
DEPT OF PLANNING & DEPT. OF ENGINEERING
COMMUNITY DEVELOPMENT
ALBEMARLE CO. SERVICE DEPT. OF ZONING
AUTHORITY
VIRGINIA DEPT. OF COUNTY FIRE OFFICIAL
TRANSPORTATION
U
u
a)
u
Mi
N
ss�
,
=
O CO
L U-)
ez
+� Z Q
u—
ctiS
O
O Ln
w h
S
�n
oU n
U
u
a)
u
Mi
A,!
COUTM OF ALBEMARLE 1
I DEPARTMENT OF ENGINEERING
�60 I GENERAL CONSTRUCTION NOTES FOR SITE PLANS j
Revised: March 1, 1992
-0- --�- 1.. Prior to commencement of any construction within any existing
�? public right -OE -w• iy, inclsuling connection to any existing
50-- _ road, a permit for said construction shall be obtained from
? the Virginia Department of Transportation (hereafter
\vl abbreviated V.D.O.T.)
i
EXILp NO 2. All paving and drainage related materials and constructionn
= 34. + 1°�'
methods shall conform to current
O RIP 0 specifications and standards
5 +p of V.D.O.I'. unless otherwise noted.
�i AO + _ 3. Erosion and siltation control measures shall be provided in
70
accordance with the approved erosion control plan and shall
+ 1� be installed prior to any clearing, grading or other
�1 construction.
RELOCATE EASEME \' "�- 4
ix o 36 60 and m11 ulcched. Maximum nallowableareas afilloor cutbe rslopecis 2e,ded
/� 3 IS ` �� slopes of 4:l or better
Where reasonably obtainable lesser
EX)
Sr +N 6 -0 C aie to be achieved.
J _ TOP_=_ .55__ __ �,• �8 ''RC i
p� �,��
` + +�1 5. All drainage nlets shall have a 2 -inch local depression.
��' �R // + �� �• I o 6. Paved rip -rap rip-rapor stabilization mat lined ditch may be
2 �gC + o =� + C7 required when .in the opinion of the Albemarle County Director
B of Engineering, or his designee, it is deemed necessary in
` N = I .0 44 \ +a1`� ` `� order to stabilize a drainage channel.
All traffic control signs shall conform with the Virginia
NEW CB 54 0 �� \ ~ T =45.2 S ( 1 S Manual for Uniform Traffic Control Devices, latest edition.
TOP = 27-.
P- 0 + V. = 40.5
= 0 � . Unless w �- -
I V. 24. Bless r
N othe ire no all 11 cone
ret' i
NE c e shall hal
LAN 1 b e'
D 9 e reinforced o
S f zee
EA P F d
N {�
iA
R - 0 -� E INE pipe - 39. EXISTIN 2 FT.
:?ii`si_:. •:.>:'.::>sis.AS 1 g 0 1 \\ concrete pipe - Class III.
1;,:s;::` i:: 2 8.251 E A E M E N T O \
fs: i _ IN 7 BE RELOCA D 9. All excavation for underground pipe installation must comply
with OSHA Standards for the Construction Industry (29 CFR
Part 1926).
Tn addition to the above notes, the following statement must be
\ included on all site plans which require V.D.O.T. approval. The
statement must be signed by the developer of the property prior to
I tentative site plan approval.
t
We the undersigned developer( s) understand that approval of
this plan by the County of Albemarle does not necessarily
( indicate Virginia Department of Transportation (VDOT)
IC approval of the plan. Approval of the plan by the County
` does not in any way relieve me of my responsibility in
I obtaining final VDOT approval prior to the lssuance''of
building permits and/or certificates of occupancy.
9 +tiro' DEVELOPER HATE.
VDOT DI -I 40 LF-oRCP 2.0) VDV DIo 1 +
y�� +tk
C I 5.25 1° , 1 , g _ �� •
NEW CB �• \ fit` N + +
OP= 20.0 ; N \� N = 24.25 FOOD L
0
FIN. FL EL. - I
30LZg - 43 .0
/1 N'^�' +�
Q DOT I I+ 'u
A - I 2
NEWA CB 5
1 TOP 21. 31
24"IN =17.81
12 IN =18.. +
0"OUT" 17.31 t
N
MH
(OP=25.11 NX +° + 33
IN'V =04.61
(EXIST.)
+
1
\. _ VDO DI -I-
8 o rp a. 2.75 A --5
- --
\ tk� 3 .8 NEW CB +
32. + I TOP 32.0
1 32.83 INV. 29.0
\\ i 0 ; , !
C
C4
O 6
( \��/
OS � 150 L - 18" R CP - 0.5 %\
I ST q� J' 3 FT' CURB TS
\ OLF- CP- i� \ (lb
+ 2.85 °
0• AL1 \ C p tx
+ + \ \ tK
�Q) I
VDOT DA 11
- I
\'\e0 F 1 + - In NEW
`TOP=
O I VDOT DI -I \\+ 170 LF- 24"RC -0.7 5% I IN
L6. 1 A-2 �L ti OUT=
+� I NEW C.B. -3 <4 TOP = 30.0 \ _
IN = 25.85 TO = 30.0 20 FT S RM SEVER EAS ENT (TYP)
+�
OUT= 26.8 T \ -,JN T = 6.5 33
\\
EXIST. 8" W 60 LF 11 RCP 1.0% \\ VD T D I I
30.33 030.3
/ ( 0 I
30.•5 \\
I yo
o + I I
o \ I
T00k) Z 6.73
\ \ INV= 0 8.4 3
lb 1 / 1� \ o (EXIST.)
31.6 7
32. -b �\
z
Aa
rktio�
TOP= 36 5 \\
5
INV. ='3 . 45
BR NCH A D� BL VD
I \\
+ rL\ 1
+ EXIS 83 WATER + +
fx
tk I
�.� +orL�' tk�1•
+ tk
tNX
N
w
CO
tCw+
1�1
�O
OI
w
O
NF'
W
�x
�
wU
�U
N
CO
\
FOOD LI0N
y FIN. FLR. EL. = 433.00 I
1
EXTENDED WATER LINE EASEMENT I
OUT PARCEL 2 1
1
/ \
TO PRVIDF SPRINKLER CONTRACTOR
F VALVE
CHECK � ALSE
ASSEMBLY WJBY—PASS
i\ METER & INDICATOR
THRU OUTSIDE WALL I
\ > > \ SITE CONTRACTOR TO
i
\ v \ STUB UP 12 A.F.F.
\ W/FL:INGE. PLUG a STAKE ILOCATION
I INV. = 26:0
1 \ \ INV. = 28.0 INV. - 26.3 I °
I-6/2 W 15LF 4'S.S.- 30 a ---�
CO VALVE C.O.
—' , C.O\ ,_ ° PLUG a FLAG LCDCATION
NE 6�W ,r6 W 230 LF -4 SS-I.0%-�
W/ CEANOUTS AT. 75 FT. MAX INV = 25.85 ^�
-EXIST. IRE HYD. '
15 LF -4 SS - 1.10
1 \ ( \ 1-1/2" .WATER M TER MH 1
I_ ,_ EASEMENT LINE TOP =32.75
\v`o 20 FT. MIN. IN = 25.7 0
OUT= 25.53 1
m
ry
200 LF - 8 SS - 0.5 °% fD
l..J
1 EXIST. 8" WATE
- i it it WATER
�-
BRANQ'HLANDSBLVD: \'\
0
5
0
5
0
4
0
S
0
PRELIMINARY
UTILITY'PLAN-
GRAPHIC
SCALE
40 0 20 40 80 160
EXISTINJG TRAFFIC SIGNAL ( IN FEET )
O
1, inch = 40 ft.
O
1 N
tJ1')
00
V
Lnr
rn X
z
C. Cll !�—•• u-
0 Ln
+ L— cY3
d (.) 7s
r
k
W
Q
�I
W
�x
W
W
v
1 N
tJ1')
00
V
Lnr
rn X
z
C. Cll !�—•• u-
0 Ln
+ L— cY3
d (.) 7s
r