HomeMy WebLinkAboutSDP199500065 Plan - Other (not approved) Major Amendment, Final Site Plan 1996-01-16ATE
OCTOBER 16, 1995
f K Ill
95-097-00
DWO.
NAM E
COVER.DWG ,/
.
GENERAL CONSTRUCTION NOTES
l^ Prior to commencement of any construction within any
exicing
�
public right-of-way, including connection t o any
existing road, u foZ
6. Paved, rip -rap or stabilization mat lined ditch may be
required
permit said construction shall be
obtained from the Virginia Department
o o�Pocto�
� Transportation
(hereafter abbreviated VD0T)_ loo
2. All paving and drainage related materials and noostruoti on
metbods shall
when in the opinion ofothe Albemarle county
Director
conform to ouizzcot specifications and
standards of VDOT unless otherwise
noted.
of Engineerinc, or his designee-, it is deemed
necessary in order
2. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control plan aodb ll
be installed � a
to stabilize a drainage channel.
prior to any clearing, grading or other
construction.
E.6
SEMENT
4. slopes All uod disturbed arleas are to be-fertilized,seeded
7All traffic Control signs shall conform with the Virginia
Manual
.
and mulched. Maximum allowable fill or nut slope is J'l
Where
reasonably obtainable lesser cIoDeo of 4:1 or better
c
--�_Or Uniform _Traffic Contrgl Devic es, latest edition.'
�
are to be achieved.
5' All drainage ioIcto shall bave o 2 -inch local depression.
8. Unless otherwise noted all Concrete pipe shall be reinforced
JAVOR-WOODBROOK LAND TRUST 7_0NED PD -SC
F, CAR ILE ET AL. TRUSTEES 7M45C
DB60 PARCEL 02-3
PP
FASHION
SQUARE
9. All excavation for underground pipe installation must comply
With
.83.2
kj
LFIT 1
T) BLUE RIDGE HEALTH
7ATAkL_
CP
TWO STOREY
GROSS AREA 26,600SF
HEIGHT NOT TO EXCEED 35.00'
FULLY SPRINKLED
ELEV` 482.50
. \
/
m
Go
�RD RD
�
/
�
482.17 [--1
Lli <1
64
W-7
24.0
fli
LOT B10
�RELOCATE EXISTING FIRE H
NEW 6' WL FROM EXTG. WV TO RELOCATED_FH
LOT 9
BARBARA B. LOWE
DB774 P640
4) ZONED R-2
TM45C SECTION, 01
LOT B9
`\
\ / EXTG TOP 473.70/NE\/r[ `�
ISLAND A CG -6'67.46 !u "�r � 'N TO BE REMO
| �| �2�� |�oo'«&�l_ _l-_ _��0 ����' `� +�,' �� B TO ME�J | 8
\ | | | |
WV | �� \ ~^
°� \/�L' { � �� ^� \ � . j�' � ` [�'\ \ � `` �� ^�
�
/
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ACCESS EASP-M
ACCESS EASEMENT
S39D2846"E 332,38/
DI -7, TYPE -44I
' ~ ` co \ `u
__--�rp/. 462.1�
_--_---- | | `
�
ACCESS EASEMENT
^� �7 -� , v!
~, � � /6( �1
[) `\ | | | | | | | 1|oo A || | | | | | F-1
| | | | U
(/0
>RD I LR01482.2
21S ;'E*. | | | | | | | | | o
El
11 | | (-~
�-- -� / �--
LI -
ACC. SPI 482.17
'
\,P
\\]
GRAND PIANO TAKL
|
' FRONT AREA: ONE STOREY 8LTVGJ REAR AREA: TWO STOREY 8LDG,
GROSS AREA 38,OOOSF
Lr`
HEIGHT NOT T� EX���� 35
.OO~
FULLY SPRINKLED
\
\ FF ELE'V/ 479.00
.
"
eom/
\~�N39T]28'46«W 317.60'
c� e�
V) 0
GREEN GARDENS OF VIRGINIA, INC.
u- �u D8699 P124
ZONED C-1
-TM45-PARSEL1048
RIO HILL S.C.
6. Paved, rip -rap or stabilization mat lined ditch may be
required
WOODBROOK
when in the opinion ofothe Albemarle county
Director
of Engineerinc, or his designee-, it is deemed
necessary in order
to stabilize a drainage channel.
E.6
SEMENT
7All traffic Control signs shall conform with the Virginia
Manual
ALBEMARLE SQ. C.
--�_Or Uniform _Traffic Contrgl Devic es, latest edition.'
IS,
8. Unless otherwise noted all Concrete pipe shall be reinforced
concrete pipe - Class III.
FASHION
SQUARE
9. All excavation for underground pipe installation must comply
With
MALL
OSIJA Standards for the Construction Industry (29 CPR
Part 1926).
td&k
EASEMENT/
We the undersigned developer(s) Understand that apprOVal of
this
-VICINITY MAP
plan by the County of Albemarle does not necessarily
indicate Virginia Department
of Transportation (VDOT)
approval of the plan. Approval of the plan by the County
V'l
-0
does not y in
in nay way relieve me of my responsibilit
obtaining final VDOT
0 s
approval prior to the j . -ssuance of
building permits and/or certificates Of
V_131_.LXJ�A)�tAc�
A,
VQ A'
occuparIcy.
F
Date
JAVOR-WOODBROOK LAND TRUST ZONED PD -SC 0 V
RONALD W. OR NANCY R, HARVEY P) A, L.A �A
STUART F, CARWILE ET AL, TRUSTEES TM45C SECTION 02 P U�
DB674 P614
TYPE I PLANT (TYP. OF 4)
CD
TM45C SECTION 01
JNEW RETAINING WALL
TYPE 2 PLANT (TYP. OF
S37D54'51"E 422,58"
LOT B11
LOT 10
lz
NEW DI -7, T�PE III
ABONDONED PARKING EASEMET-
WALTER C, OR HELEN A, MACKEY
DB655 P65
TOP 1 471.60
INV. '�66.31
INV. IN 4 6.2-f
ZONED R-2
<
TM45C SECTION 01
kj
LFIT 1
T) BLUE RIDGE HEALTH
7ATAkL_
CP
TWO STOREY
GROSS AREA 26,600SF
HEIGHT NOT TO EXCEED 35.00'
FULLY SPRINKLED
ELEV` 482.50
. \
/
m
Go
�RD RD
�
/
�
482.17 [--1
Lli <1
64
W-7
24.0
fli
LOT B10
�RELOCATE EXISTING FIRE H
NEW 6' WL FROM EXTG. WV TO RELOCATED_FH
LOT 9
BARBARA B. LOWE
DB774 P640
4) ZONED R-2
TM45C SECTION, 01
LOT B9
`\
\ / EXTG TOP 473.70/NE\/r[ `�
ISLAND A CG -6'67.46 !u "�r � 'N TO BE REMO
| �| �2�� |�oo'«&�l_ _l-_ _��0 ����' `� +�,' �� B TO ME�J | 8
\ | | | |
WV | �� \ ~^
°� \/�L' { � �� ^� \ � . j�' � ` [�'\ \ � `` �� ^�
�
/
�
ACCESS EASP-M
ACCESS EASEMENT
S39D2846"E 332,38/
DI -7, TYPE -44I
' ~ ` co \ `u
__--�rp/. 462.1�
_--_---- | | `
�
ACCESS EASEMENT
^� �7 -� , v!
~, � � /6( �1
[) `\ | | | | | | | 1|oo A || | | | | | F-1
| | | | U
(/0
>RD I LR01482.2
21S ;'E*. | | | | | | | | | o
El
11 | | (-~
�-- -� / �--
LI -
ACC. SPI 482.17
'
\,P
\\]
GRAND PIANO TAKL
|
' FRONT AREA: ONE STOREY 8LTVGJ REAR AREA: TWO STOREY 8LDG,
GROSS AREA 38,OOOSF
Lr`
HEIGHT NOT T� EX���� 35
.OO~
FULLY SPRINKLED
\
\ FF ELE'V/ 479.00
.
"
eom/
\~�N39T]28'46«W 317.60'
c� e�
V) 0
GREEN GARDENS OF VIRGINIA, INC.
u- �u D8699 P124
ZONED C-1
-TM45-PARSEL1048
"
I.C.
68.6O'
N39DI2'03"W 319,64'
GREEN GARDENS OF VIRGINIA, INC.
DB697 P788
ZONED C-1
&V
DATEDATE��
OCTOBER 10, 1995
95-097-00
E.6
SEMENT
IS,
td&k
EASEMENT/
--jHYDRANT
SF
CD
NEW DI -7, T�PE III
ABONDONED PARKING EASEMET-
TOP 1 471.60
INV. '�66.31
INV. IN 4 6.2-f
<
NEW-4CCESS
EASEMENT
473.5
11/2' 13LJT
450.70
5 LOADING
SF,
475.5
OL
ULASS,l RI P
rID
V)
"
I.C.
68.6O'
N39DI2'03"W 319,64'
GREEN GARDENS OF VIRGINIA, INC.
DB697 P788
ZONED C-1
&V
DATEDATE��
OCTOBER 10, 1995
95-097-00
0
KEYSTONE WALL REINFORCEMENT SCHEDULE
WALL
WALL
NO. OF
GRID
ILAVER HEIGHT ABOVE LEVELING PAD/
REINF. MATERIAL
DESGN
KEYSTONE
a LAYE R NUMBER
LETT ER
HT.
LAYERS
-\ Tl___�
LEN 1
1
2
3
4
5
6
7
-
8
9
10
11
1-2
13
A
"
36
'"
1.33'
2.67'
4.00'
6.00'
8.00'
10.00,
12.67'
15,34'
18.67'
21.01'
24'-0
EMBEDMT = 3'-0'
12 - 6
UX11500HPUX1500HPUX1500HPUX1500HPIUX1500HPUX1500HPUX1500HPUX150-0HPUX1500HPUX1400HP
21
2.67'
5.33'
8.67'
12.00'
B
14 '- 0"
EMBEDMT = 2'-0"
91- 6"
1 UXT 500HP
I UX1 500HP
UX1 500HP
UX1 400HP
15
2.67'
5.33'
7.34'
8.67'
c
101-0"
EMBEDMT = 2'-0"
UXT 400HP
UX1 400HP
UX1 400HP
UX1 400HP
38
1.33',
2.67'
4.00'
- 5.33'
7.34'
9.34'
11.34'
14.00'
16.67'
20.67'
22.67"
23.34
D
25'-0"
EMBEDMT = 3'-6"
13'- 6!'
U X 115 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H F
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 14 0 0 H P
U X 14 0 0 H P
U X 14 0 0 H P
38
1.33'
2.67'
4.00'
5.33'
7.34'
9,34'
11.34'
14.00'
16.67'
20.67'
22.67"
23.34
E
25'-0 "
EMBEDMT = 3'-6"
- 6!
13' '
UX11 5 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H F
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 140 0 H P
U X 140 0 1 H P
U X 140 0 H P
39
1.33'
2.67'
4.00'
5.33'
6.67'
8.67'
10.67'
12,67'
15.34'
18.67'
21.34'
23.34'
24.67'
F
26'-0"
14'-0"
U X 115 0 0 H PI
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 140 0 H P
U X 14 0 OH P
U X 14 0 0 H P
EMBEDMT = 3'-6!'
39
1.33'
2.67'
4,00'
5.33'
6.67'
8.67'
10.67'
12.67'
15.34'
18.67'
21.34'
23.34'
24.67'
G
26'-0"
EMBEDMT = 3'-6"
14'-0"
U X 115 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P I
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H F
U X 140 01 H P
U X 140 0 H P
U X 140 0 H P
36
1.33'
2.67'
4.00'
6.00'
8.00'
10.00,
12.67'
15,34'
18.67'
21.01'
H
24'-0"
EMBEDMT 3'- 6"
12'- 61'
U X 115 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 15 0 0 H P
U X 140 0 H P
NOTE:
TENSM2 'GEOTECH
MATERIAL
OR EQ UJVJI,NT.
WILL
BE
USED. PROOF OF
EQUIVALENT;,
MATERIA
�:,By MAN
FACTOR
S--REQUIRED--AND-APPROVE[
_(CERfl,Fl
MANU
CTIUORS E
GINEER.,
�D
i
LOT 8
CHARLES E, OR NOREENE YANCY
DB718 P739
ZONED R-2
TM45C SECTION 01 EL.
LOT B8
NOTE: EXISTING DETENTION POND
HAS ADEQUATE STORAGE CAPACITY.
WEIR WILL BE WIDENED 3'
w
z
_j
r
u
Fl ISITE PLAN
LEVELING PAD
#21A STONE
MA
volmsm
A A
A, w 91 w
.5 )11 EL.' 455.5
i X) u00 0 0 12 EL.454.5
ocov
,*
L
VDOT # 1 STONE
WEIR OVERFLOW DETAIL
N.T.S.
SATEAT
Al E
OCTOBER 16, 1995
LOT 7
KATHERINE WILLSON
DB 470 P456
ZONED R-8 yid
TM45C SECTION 01
LOT B7
LOT 6
BILLY A. AND
JUNEC, BELCHER
DB 517 P137
ZONED R-2
TM45C SECTION 01
LOT BrD
SCALE
z
TOPSOIL.
Lo
87 MIN. LOW PERMEABLE SOIL
CG -2 SEE PAVEMENT DETAIL SHEET 3
IT CORE FILL
'in Unit only)
ZID LENGTH
JOB NUMBER
95-097-00
DWG. NAME
Nth LAYER SHEET3
APPROX.
EXCAVATION LINE
N
C3
cpo
X
C U E=r
GENERAL STRUCTURAL NOTES
CUT 1/2 UNITS
1. ALL CONCRETE AND
STRUCTURAL DETAILS SHALL COMPLY TO THE '
CURRENT ISSUES OF THE FOLLOWING: ALTERNATING COURSES REVISIONS ASE
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-83, BUTUP AGAINST STRUCTURE OCTOBER 16, 195
AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS, VIRGINIA
UNIFORM STATEWIDE BUILDING CODE,
2. LOAD DESIGN DATA IS AS FOLLOWS:
00 0 o o0 00 o
WEIGHT OF RETAINING MATERIAL = 110 PCF p o (� 0 0 0
T OF CONCRETE = 150 PCF (``-�I
WEIGH '
EQUIVILENT FLUID PRESSURE = 33 PCF aSCALE
3, TEMPORARY BRACING, GUY WIRES, ETC., SHALL BE USED AS NECESSARY TO
RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECT DUIRING ° 1"=20'
CONSTRUCTION, INCLUDING EQUIPMENT OPERATION.
4. THE DRAWINGS SHOW THE GENERAL DETAILS OF CONSTRUCTION. THE' CONTRACTOR
SHALL NOTIFY THE ENGINEER WHERE ADDITIONAL DETAIL IS REQUIRED OR WHERE -0 D
CONDITIONS ARE ENCOUNTERED THAT ARE NOT ANTICIPATED BY THE DRAWINGS. D ° ° D•• a ' °': ' '
5. SPECIFIED CONCRETE STRENGTHS SHALL BE 4,000 PSI FOR RETAINING WALLS
DRAINAGE FILL
AlL,-
6. REINFORCING SHALL BE DEFORMED BARS, NEW BILLET STEEL, INTERIMEDIATE
GRADE, ALL BARS SHALL BE WIRED INTO PLACE.
RETAINED BACKFILL
18.
STEEL REINFORCING SCHEDULE El n
O 0� � O O � � 0 p v
PLAN p 0 000 0 0
O
> 6'• e
ITEM SIZE LENGTH SPACING LOCATION
9r '; •;o' B r
S-1 #5 4'_" 12" 0. C. WALL BACK 5 1 /4 FIBERGLASS------� °'
C,
PIN a '. ° ' �° D' • •'• D
d D °
° °
A 8„ 4 d d
KEYSTONE STANDARD UNIT d
2„ `' d
2"I BLOCK CAP GRID CONNECTION Q•
CONSTRUCTION ABUTNG
SPLIT FACE ROCK UNIT S-1 REINFORCING BAR SCALE. NDN
GROUT FILLED CONCRETE FACE i�
BLOCK WALL
5'-o"-�'�
35" +_ PLAN
C) ly
HORIZONTAL REINFORCING KEYSTONE STANDARD UNIT i�✓l
TYPE 1 - 2 #5 BARS @ 24" 4'-6" OF 6" TOPSOIL PLANTER
SCALE: SCALE; NONE
_ - NONE
z
_�-
DE'TA
LAST 3 COURSES OF P -r --I
. ..... ..... UN
KEYSTONE STANDARD UNITS
`T
Lfi
ALL CUT PIECES TO BE NOT LESS THAN H °
CG -2
WIDE x 5' HIGH x 1;2" DEEP AND .tea
ATTACHED TOGETHER USING CAPSEAL
21"+— CEMENT SAW CUT
8 TYPE 21--A AGGREGATE BASE ��"� E-+
BLOCK RETAINING WAfiL DETAIl 0 0 o 0 c) o o O O o 0 O �
SCALE: NONE J 0
00T.
°D
- ° •• - -
D,
n �a. •.D o „
v P ° D ° D
0 dp
00,
de
JOB NUMBER.
i
CONTRACTOR TO PRO'IDE APPROPIATE5- os�–oo
GEOGRID IS TO BE PLACED ON LEVEL CORNER PIECIES TO ACHIEVE A
BACKFILL AND EXTEND OVER PINS. UNIFORM APPEARING CORNER. ---------
2" - VDOT GRADES
SHOWN
PLACE NEXT UNIT, PULL GRID TAUGHT DWG. NAME,
SLOPE TO GRADES SHOWN ON SITE PLAN AND BACKFILL. STAKE AS REQUIRED, o97SHT4.DWG
0 0 0 0 D 8" - VDOT #21B COMPACTED BASESTONE N Ni
a
i 1 �W j COMPACTED SUBGRADE
CBR=10
0
TO BE FIELD VERIFIED [BY THE CONTRACTOR
AND DATA SUBMITTED TO ENGINEER. O
1. PAVEMENT PATCH SHALL CONSIST OF MATERIALS SIMILAR TO THE EXISTING PAVEMENT AND
ACCORDANCE WITH THE SPECIFICATIONS. TYPICAL - CORN E DETAL
2. THICKNESS OF THE LAYERS SHALL MATCH THE EXISTING CROSS SECTIION BUT IN NO CASE
BE LESS THAN THE MINIMUMS SHOWN.
PLACE GRID OVER PINS,
PLACE NEXT COURSE, PULL,
PAVEMENT DETAIL TIGHT AND BACKFILL. '17
SCALE: NONE I LAN
SCALE: NONE '� �Q� �� �\
KEYSTONE STANDARD UNIT � ���,���
�, ,
GRID/PIN CONNECTION�,�`
SCALE. NONE �\.
SHEET
'
0 F
d
DATE
OCTOBER 16, 1995
SCALE
1"=10'
■
JOB NUMBER
95-097-00
DWG. NAM E
097SHT5A.DWG
t.
01,
OVA ILCT
or Pf( X. X
11A
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AE�I'JEJ;Z '4_
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GREEN GARDENS OF VIRGINIA, INC.
fl Ga DB699 P124
ZONED C.-1
TM45 PARCEL104B
212001, C.Y. OF FILL WILL BE BROUGHT ON SITE
'BY CONTRACTOR FROM 7LUCK STONE QUARRY
250'EAST.
LOT 11
K)nhiAi 'n u nD KiAmry D wAowc-v
RM HILL S.C,
WOODBROOK
, /,4,
FASHION
SQUARE
MALL
VICINITY MAP
DATE
OCTOBER 16, 191
WALTER C. OR HELEN A. "MACKEY
DB655 P65
ZONED R-2
TM45C SECTION 01
LOT - B10
GREEN GARDENS OF VIRGINIA, INC,
DB697 P788
ZONED C-1
TM.45 PARCEL104
LOT 9
BARBARA B. LOWE
DB774
P640
ZONED
R-2
TM45C
SECTION 01
LOT B9
--q
W W
NEW CG -2
450.70
JOB NUMBER
95-097 00
DWG NAME
SHEET6
X�
cur=
V)
'A
GREEN GARDENS OF VIRGINIA, INC,
DB699 P124
O
ZONED C-1
TM45 PARCEL104B
Plant Schedule
arik Botanical Name
MIa*
Common Name
Si -ye
Condition
TypeI Pinus Strobus
White Pine
'A
GREEN GARDENS OF VIRGINIA, INC,
DB699 P124
O
ZONED C-1
TM45 PARCEL104B
'YPE I PLANT (TYP. 1
DB655 P65
ZONED R-2
TM45C SECTION 01
LOT B10
GREEN GARDENS OF VIRGINIA, INC,
DB697 P788
ZONED C-1
TM45 PARCEL104
'v
S;
LOT 9
BARBARA B, LOWE
DB774 P640
ZONED R-2
TM45C SECTION 01
LOT B9
NEw CG -2
W
Z
U
450.70 1
JOB NUMBER
95-097-00
DWG. 'NAM E
D8
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Plant Schedule
arik Botanical Name
MIa*
Common Name
Si -ye
Condition
TypeI Pinus Strobus
White Pine
5' Ht.
B & B.
Type 2 Kalmia Latifola
Mountain Laurel
18"Ht.
B & B
Type 3 Clematis Arm.andii
Armand Clematis
-18"Ht.
B & B
Type 4 Cupressocyparis Leylandii
Leyland Cypress
5" Ht.
B&B
LOT
11
Pnmw n w- np m4mry P.
PAP\/r7y
'YPE I PLANT (TYP. 1
DB655 P65
ZONED R-2
TM45C SECTION 01
LOT B10
GREEN GARDENS OF VIRGINIA, INC,
DB697 P788
ZONED C-1
TM45 PARCEL104
'v
S;
LOT 9
BARBARA B, LOWE
DB774 P640
ZONED R-2
TM45C SECTION 01
LOT B9
NEw CG -2
W
Z
U
450.70 1
JOB NUMBER
95-097-00
DWG. 'NAM E
D8
097SHT7.DWG
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