HomeMy WebLinkAboutSDP199900128 Plan - Approved Major Amendment, Final Site Plan 2000-03-221-011.
MAGNETIC sy
MERIDIAN
0 10 20 40
SCALE IN FEET %
74 AOO
00
9
B.M. ELEV. = 385.16
NAIL IN BASE OF POLE.
USGS DATUM
STq
R==25'
Li
z
CD _j
z X
uj
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X LLJ
LLI (_)
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EXISTING PA EMENT=22' TRANSITION WIDENING
MATCH EXISTING
SUP CROSS—SECTION
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11 11 AIIS
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Oc,4 7Z7
380---,
=RED MAPLE TREES = SHRUBS
wl ID [� A W -PA w w CAI m, FI
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNER:
JACQUES AND DANIELE LOGARIDES
4068 SADDLEWOOD DRIVE BUILDING SETBACKS:
CHARLOTTESVILLE, VIRGINIA 22902
PROPERTY DATA: FRONT SETBACK = 30' AND 30' FROM PUBLIC ROAD
REVISIONS
9EPTEMBER
28, 1999
OCTOBER
6, 1999
OCTOBER
15, 1999
FEB.
18, 2000
MARCH
20, 2000
DATE
SEPTEMBER 9, 1999
SCALE
1$0=20'
S
PART OF TAX MAP 79 PARCEL 19 SIDE SETBACK = 0' TO WEST (STORE ADJACENT)
LEGAL REFERENCES: REAR SETBACK = 0' RAILROAD R/W IS GREATER THAN 50'
D.B. 1759 PP. 598,599, & 600 PARKING SETBACKS
ZONING: 10' ON ROUTES 250 AND 22
PROPERTY IS ZONED C-1 WITH 20' FROM R.A.
ENTRANCE CORRIDOR OVERLAY DISTRICT
PROPOSED USE:
PARKING SUMMARY:
THE PROPERTY WILL BE USED FOR RETAIL ANTIQUE SHOP 0 1SPACE/200 SQ. FT. GROSS=70 SPACES
A RETAIL ANTIQUE STORE AND TEA SHOP (RESTAURANT) =27 SPACES
��TIQUE REPAIR SHOP TOTAL SPACES REQUIRED = 97 SPACES
SPACES PROVIDED=98 SPACES
WITH 6 HANDICAP SPACES
6009 ro
7'AL TF?ANS/
T/ON
s
-_ 8p
AN(,
OR DS
LL rl-A:NTj PLAN
0 BOX 2 A/LSTDE.
1)EILS.To
nk 0 NSVILLE
12 6 7 ......................................................
8
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z7 I- CSX RAILROAD
CO Qi�),* 07 -Do sp_A_,cEs CK
/V �f?A N 12 13 DR vtl;�>
-f7 r PROPERTY
cam.TAX MAP 79 PARCEL 198
OP ell- - - J-177NG-, " , . '
_�sj 0 \ � ZONED R
p__ f :7
20— LA 7
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F OP 'Ali A
&4,D,3,, 20'PARKING AND
_� w, BUFFER SETBACK
.10
49 ,
0 LOT, A\
U) 310
Ln m 2,594. sq.ft.
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A 300 ZABEL FI
sr /7
r, r \......� c1q IS REQ! ED ON
LANDSCAPE PLAN
OUTLET�3E]
U STER SL Ile GOVERNS ALL PLANTING
�4 THE LA2�C�k%Np
SL A
NOTE: ALL CURB O
TTS 9 sp,4c WIT sCREEINING 6d Al ISPPANN�IHSIET 3 OF 5
NLWILL BE BLOCKED NTIL
ENTIRE SITE IS STABILIZED' NOTES:
A # JN
StO7- 1. ALL ROAD IMPROVEMENTS WILL BE TO V.D.O.T. STANDARDS
119,
SEE SHEET 4 OF 5 2. A FEMA FLOOD PLAIN DOES NOT EXIST ON THIS PLAT.
3. WATER AND SANITARY SEWER SERVICES ARE NOT IN THE
FOR OUTDOOR LIGHTING 0
4/1, 1 INV JURISDI(;TIONAL AREA OF THE ALBEMARLE COUNTY
It SERVICE AUTHORITY (RSCS)
o6 ...... -
to
V 4. THE STORM WATER WILL BE MANAGED BY DROP INLETS AND LEVEL SPREADERS
IS"
NOTE: SITE MUST BE INSPECTED BY WATER RESOURCE AND CIRECTED TOWARD THE RETENTION PIPE AND BIORETENTION
_�01
MANAGER PRIOR TO CONSTRUCTION OF BIOFILTERS G \0
�K CONTR(L FACILITIES AND RELEASED TOWARD THE RAILROAD
�c TOTAL SITE AREA
UNDER THE SAME CONDITIONS THAT EXIST AT THIS TIME
TO VERIFY THAT SITE IS ADEQUATELY STABILIZED AND TO TOTAL AREA = 88,688 SQ.FT. PRIOR IFO CONSTRUCTION.
INSPECT SAND/SOIL MIXTURE. uj \V� 0
\* TOTAL IMPERVIOUS PARKING AND VEHICULAR IMPERVIOUS AREA
z (PERMIT REQUIRED)
_j �, -76 IMPERVIOUS AREA = 39,945 SQ,FT. 5. SIGN NILL BE SIZED AND INSTALLED TO CODE.
ry
ui 6. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY
TOTAL IMPERVIOUS AREA
w OlIE FROM /DJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE
dt TOTAL IMPERVIOUS AREA 49,057 SQ.FT.
10 G�A SHIELDED WITH LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE
Z)NED RA
RX MAP 79 PARCEL 18
60NUMBER OF EMPLOYEES OF THE LIGHT FIXTURE. THE FOOT-CANDLE INTENSITY WILL NOT EXCEED
5 EMPLOYEES MAX. 0.5 FOOT-CANDLES AT ANY PROPERTY (RIGHT-OF-WAY) LINE.
" 1
' -0L�l � Now 'IV 5)" SETBACK (60' RAILROAD R/W) BENCH MARK/DATUM:
7. EACH 01UTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS
cyi manni'n'!
,30'-0" BENCHMARK IS LOCATED IN FRONT OF 3000'OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF
go- POWER POLE NEAR FRONT WEST PROPERTY CORNER LUMINAIRE OR DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS.
220#/S.Y. SM -2A FACE SLOPE TO COUNTY APPROVAL BLOCK ON STATE ROUTE 22. A PAIR OF NAILS 8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES
CG -2 MATCH GRADING PLAN. TYPICAL 5' CONCRETE SIDEWALK ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR
WITH 2" MIN. STONE BASE(TYPE 21-A) IN AT BASE OF POLE: ELEV.=385.16 <
-0
DEPARTMENT OF ENGINEERING DATE RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -
2 00
1A
6X6 WELDED WIRE MESH REINFORCING TOPOGRAPHY: HALF(1/2) FOOT CANDLE.
PLANNING AND COMMUNITY DEVELOPMENT DATE
Of TOPOGRAPHIC' MAPPING PROVIDED BY 9. SITE IS NOT IN RESERVOIR WATERSHED z
IV \
0 DEPARTMENT OF ZONING DATE GLOECKNER & OSBORNE, INC.
0 SUBGRA N 110(95% COIMPACTION) f 10. SITE IS NOT IN ZONE A (100 YEAR FLOOD PLAIN
Ll 8" AGGI BASE(T E 21 A) _RE=CBR
T NOTE: 1. ALL FIXTURES, TANKS, AND FIRE OFFICIAL MIX DATE LAND SURVEYING: ACCORDING TO FEMA. Nz
C. PIPING WILL CONFORM TO THE ,INC. VA. 11. SITE WILL BE SERVED BY WELL AND SEPTIC <<"1
QYP.) DRAINL A TILE PIPE VA. STATE HEALTH DEPT. BUILDING OFFICIAFIELD
(TrP.) SPECIFICATIONS. DATE GLOECKNER & OSBORNEINCCHARLOTTESVILLE1,2. NOTHING IS TO BE CONSTRUCTED OR
2. ALL 3 SEPTIC TANKS WILL BE ALBEMARLE CO. SERVICE AUTHORITY SITE PLAN PREPARATION: PLACED ON THE WELL LOT.
TYPICAL PARKING LOT & SEPTIC FIELD SECTION DATE THIS DOCUMENT WAS PREPARED BY -KURT M. GLOECKNJER PROFESSIONAL. ENGINEER
N.T.S. 1200 GALLON TANKS. PROFESSIONAL LAND SURVEYOR
<31'
KURT M. GLOECKNER
5649
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%�1_?1IONAL
JOB NUMBER
98-051-00
DWG, NAME
051 REV.DWG /
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of SHEET
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360
DATUM
DATUM ELEV
DATUM
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c� 360
RCP ®
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145.58' OF 15" R. CP.
® 2.01
DATUM ELEV
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DATUM
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10+00 11+00
PROFILE -STORM SEWER SYSTEM
DROP INLET #5 TO MANHOLE #4
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
STANDARD VDOT PRECAST
MANHOLE (MH -1)
6 FOOT DIAMETER MANHOLE /
48" RCP I
STORM ORIFICE=24"
WATER
DETENTION
INV=358.7
am
24" PVC TEE
OVERFLOW
TOP=361.88
24" RCP
2%
MANHOLE DETAIL- GRATE INLT #7
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CIP. CSD _17-4-27.
c� 360
360
cri
uo
DATUM ELEV
DATUM
350
d'
zLo
10+00
PROFILE -STORM SEWER SYSTEM
INLET GRATE #3 TO DROP INLET �2
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
COUNTY APPROVAL BLOCK
DEPARTMENT OF ENGINEERING
PLANNING AND COMMUNIT) DEVELOPMENT
MH -1 #4 DEPARTMENT OF ZONING
FIR1E- OFFICIAL
STANDARD VDOT PRECAST
MANHOLE (MH -1) OVERFLOW BUILDING OFFICIAL
5 FOOT DIAMETER MANHOLE TOP=363.35 ALBEMARLE CO. SERVICE AUTHORITY
FLOW 36" RCP 12" PVC FLOW
STORM ORIFICE=5"
WATER 48" RCP
DETENTION
2% ---
INV=359.62
24" PVC TEE
MANHOLE DETAIL- MH -1 #4
n
REASIONS
SEPTEMBER 23, 1999MAY 10
DATE
DATE
DATE
DATE
DATE
DATE
9ml
4)144,
KURT M. GIAECKNER
5649
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S HA DW L A N
A PROPOSAL FOR', SHADWELL
LOCATED AT THE M7ERSECTMN OF STATE ROUTE 2A b'N U -S, 'ROLL"'TE
COUNTY APPROVAL BLOCK
DEPARTMENT OF ENGINEERING DATE
PLANNING AND COMMUNITY DEVELOPMENT—____ _____ ____ DATE
DEPARTMENT OF ZONING DATE
FIRE OFFICIAL DATE
BUILDING OFFICIAL DATE
ALBEMARLE CO. SERVICE AUTHORITY DATE
lv<5eb
4--
F-556vv[:%L) (N
-rT-, FLA rJ
SCALE: I"= 20'-099
SUBME77ED FOR REV�EW APPROVAL
SHbm_itted: Revue
1/25/99 2/21/99
4/20/99
4/26/"
5/20/99
Drawing Prepared By:
DESIGNWORKS
504 PARK HILL STREET, SUITE B
CHARLOTTESVILLE, VIRGINIA 2.2902
TELEPHONE: 804.979.0073
PLANT LIST
Botanical Name/Common Name
Quantity
Size
Root
Remarks
LANT 56'.0-C.
10
SFVVN04
Ft.3 r,'ANT 0.
L�,,qtDWIA (NDICA
of -71
( �fT
hA47t]!j-
IN .
MU SMV ip
P"U LIA N 16F7k'
14
F*Elor
-
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ft-F-ITAlpe &IVM t5lg-c�
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-fact
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ry
A
161AM
7'
fir
Z FVMAWI Mft
ftvej r ormtj't
C)zt� 1of
2+rwr
r-ut-il
COWA-i�l-
3 C-?�
I �'M CF_F� LU5113;7
2�
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FL"6<r<
-16&u1IN
Fr,tft)S L -A -Ur -00f u
L15TTZ)
f L.AIA1�' 3,0.x.
rt/A'tT 3'O. C'.
UN (rm 5 N67114 5113
2A -'hl.
rl 1
3 &*1*
5'-�Ale
3 ty4A�� r-
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2 60U0
4M' T
af3
50�
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eONT'
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LUMINAIRE / B LUMINAIRE ' G
------------------------ ------------------------ LUMINAIRE LOCATION SUMMARY
LITHONIA TFM 42 TRT USm_HANGING QS-14RLN ----------------------------
CAD
-------------------------CAD SYMBOL . rLo.SYM CAD SYMBOL ' CIRCLE'SYM COORDINATES IN FEET
CAI) SYMBOL SIZE ' 2 CAD SYMBOL SIZE ' 4
FILENAME / K'\LL-IES\HI-TEK\PLOOD\TFM\97O616O2.IES Fl�[N�NE / C/\APHOTO\USAL\�%P\�gV�B.�� LUMINAIRE AIMING COORDINATES
LUMENS = 2400 �1 LUMENS = *4W Z-OrOO NO. LABEL X-COORD Y-",OORD Z-COORD ORIENT TILT X Y Z
LLr = .75 LLF = .83--- -
SPIN = V \ SPIN = u
1 H 1286 1.660 12 344 U 1286 1660 U
0ESN*91 - U S POLE 2 H 1097 17�6 12 69 0 1097 1716 0
[TEST]1/97061602 LRL 190-311 3 H 1191 1�75 12 70 O 1191 1875 0
[MANVFAC]L{THONlA LIGHTING - HI-TEK OUTDOnRDS14^ SERIES
[LuMCAT]TFM 32TgT RB �VNYNA�R� ' F____________ t4�DJA % 12" HT UNIT W/4^ DEPTH WHITE REFLECTOR 4 H 1087 l6128 12 192 O 1087 1628 0
[LUMINAIRE]FLOODLIGHT V/FORM[D SPECULAR R[FLECTC*°R, CLEAR GLASS ENCLOSURE, USAL DS -14 R^|M 4" DIA X 7" HT OPAL GLASS GLOBE
[LAMPCAT]P*lLIPS PL -T 32w/3014, CAD SYMBOL . CIR,.LE�yM LAMP TYPE 9��z~�
[LAMPlON[ 32-VATTCOTHERJVerslont �TRIPLE
1TUBE COMPACT FLUORESCENT, HORIZONTAL POS, CAD SYMBOL SIZE . 4 ' ' 2000 T64$Ow�w� ������«� ���� ~ - ' - �
�
TILT=NONE '- ��o� pHOT I TYP� 1r VxTT� = �w�'
= '' ���~ FILENAME ' c'\APH USp\1yV3BD� LAMp3 = � LUM�NS/LANp = o��/m =
LAMPS = 1 LUMENS/LAMP = 3400 PHOTOMETRIC TYPE = I WATTS =1��' �UN�N� = ���. ' LUMINOUS DIMENSIONS (FEET) '\/lDTM = 0 �LENGTH = u HEIGHT = » 4 IN
LUMINOUS DIMENSIONS (FEET) 'WIDTH = .792 LENGTH = .521 HEIGHT = V LLF = �� "=-�'��v FACTORS . MULTIPLIER = .4 BALLAST = 1 BALLAST -LAMP = I __�
FACTORS ' MULTIPLIER = 1 BALLAST = 1 BALLAST -LAMP = 1 ' NUMBER OF VERTICAL ANGLES � 30 V TO 180 DEGREES ^^--
NUMBER OF VERTICAL ANGLES = 37 V TO 9- DEGREES �p�w = V �UNBER OF HORIZONTAL ANGLES = 21 V TO 180 DEGREES
� 11 8 111� 175'� 1 163 116 11O5 1762 6
NUMBER or HORIZONTAL ANGLES = 37 V TO 180
DEGREES V � p��� _~ ������� ���,��� ^*������ 12 H 1228 1569 12 252 0 1228 1569 O
-^- ^ ^^ ~~ '`^ ^=��~����� 13 H 1179 1583 12 247 0 1179 1583 O
�~�+���� LRL 190-3B -~~^------ � -' --
-^ ' -� DS -14~ SERIES ?>%-A C-�� 14 D~-��A�- 1261 1��0 24 347 O 1281 1820 O
14" DIA X 12^ HT UNIT v/4~ DEPTH WHITE gEFLECTCk '` -
4" DIA X 7° HT OPAL G|'ASS GLOBE-- -- ---- '- -- - �--
LAMP TYPE
6400
T2LT=NONE
19 F 1237 1573 15 O O 1237 1573 0
LUMINOUS DIMENSIONS I 'VlDTH = V LENGTH= 0
20 F 1201 1594 15 0 O 1201 1584 0
LUMINAIRE . D LAMPS = t LUMCNS/L81� - --'-' -~=-1^ WATTS =�ge-.67., 21 F 1194 1586 15 0 0 1194 1586 0
------------------------ muMwEw OF vEmrzcwL mwmLsS =IL 30 0 TO 180 DEGREES 22 F 1154 1598 15 0 O 1154 1598 0
DALTOR SS/N 175 MH WALL PACK NUMBER OF HORIZONTAL. oNGL[3 =r
0 TO 180 DECREES \ 23 G 1177 1671 10 O O 1177 1871 O
CAD SYMBOL / VALLP.SYN ��
CAD SYMBOL SIZE . 4 � �A_L7������ ^* 24 G 1217 1658 10 O O 1217 1658 0
-'-~-~�* ^ ���'���� LUwlNAl;� . H 25 G 1239 l652 10 O O 1239 1852 0
FILENANE C �m�u8w��» ��. ����� ~�- '&�_ ��o ��
' '\�PHOT DA�TO�\U��7�1.l[� "�,�=~°~~ v *~ _',�'.~ ��*v�� "~�~ ------------------------ 26 G 1263 1645 10 O 0 126� 1645 0
�
LuMswo = 4�w�m 12,��n*c7 ' ' - ~~' - L^/-//anw-ww -- - ---- '-- -- ' ' ---- -- -
LLF = .83 " CAD SYMBOL . cIRCL[.mYw 27 G 1152 1595 10 U 0 1152 1595 O
SPIN = O CAD SYMBOL SIZE / 6 28 G 1171 1589 10 0 U 1171 1589 O
REPORT mUMB[R' ITL35761
oDATE, 6-24-1989? FILENAME . Q\ApH~'~-ovL\S
vL\59�G'LC 29 H 1196 1�32 10 O O 1196 1582 O
PREPARED FOR, DE\n� �n�HTUv� CORPORATION LUMENS = A6600"' ��$00 30 G 1217 1575 10 U O 1217 1575 O
CATALOG NUMBER' PARA-250VENH LLF ~ yn
31 G 1240 1%8 10 0 0 1240 1568 0
LUMINAIRE, EXTRUDED ALUMINUM HOUSING, FABRICATED = O FABRIcxTED SPECULAR REFLECTOR 32 G 1198 1664 10 O 0 1198 1664 U
WITH PEENED PORTION BELOW LAMP, DIFFUSE END PANELS' CLEAR SUN VALLEY LlsMTlms
FLAT GLASS ENCLOSURE. � LRL 595-1G 8' TOTAL NUMBER OF LOCATIONS = 2
L«wpm Gk9*W2M-VoTT METAL HALIDE, HoI, RATED 299919 LUMENS, LCn/-175M* n� -
TlLT=NONE 1,115- `
LAMPS = 1 LUMENS/LAMP =-2000 PHOTOMETRIC TYPE = 2 WATTS = 2ft 7 AS HOR LAMP ROOF MT w/ REFL D/ TOTAL NUMBER OF LOCATIONS
LUMINOUS DIMENSIONS (FEET) 'WIDTH = 2 LENGTH = V HEIGHT = .5417 l8^ DIA X �4^ HT LANTERN UNIT '
""ACTORS . ���"° °='��T�P��ER = ! BALLAST = z �w��A�T-�*wP = � V/�E���NT�� SPECULAR E�N F/ TOTAL NUMBER OF LOCATIONS
- WHITE TOP ��F�
wuwoER OF VERTICAL ANLLES = 25 -90 TO 90 DEGREES SPECULAR REAR AUX- TOTAL WATTS = 138
wuMncn or HORIZONTAL ANGLES = 11 O T13-
90 DEGREES LAMP TYPE ' I - ��`��L� MM
LAMP LUMENS ` 850V' ' G' TOTAL NUMBER OF LOCATIOK8 = 9
TILT=NON[
\/0 LAMPS
~� LAM�- - {- /L«Mp 8500 PHOTOMETRIC Trp
E = x
WATTS xoa
LUw---- --� (FEET) WIDTH = u LENGTH = O HEIGHT n H/ TOTAL NUMBER OF LOCATIONS )e 4
FAcTORSDF�^�IE"= 5'5 BALLAST I BALLAST LAMP = t
mT��AL ANGLES �V TO 1�O DEGREES AVERAGE TILTED LAMP CORRECTlON FACTO
R APPLIED �
�1
NUMBER� HORIZONTAL ANGLES
21 0 TO 180 DEGREES
. C-
VICINITY MAP Z
SCALE, 1'=10001
B.M, ELEV. = 385.16
NAIL IN BASE OF POLERT-
MAGNETICMERIDIAN
It' ~
PLANE / 1
------------------
POINT SPACING LEFT-TO-RIGHT = 10 ft
POINT SPACING TOP -TO -BOTTOM = 10 ft
LOWER LEFTHAND CORNER OF PLANE/
X = 1026 Y = 1468 Z = O
UPPER RIGHTHAND CORNER OF PLAN[/
X = 1470 Y = 1811 Z = O
LIGHT METER IS NORMAL TO PLANE
AVERAGE f = 1.33
MAXIMUM f = 17.1
MINIMUM f = .01
AVERAGE/MINIMUM = 133
MAXIMUM/MINIMUM = 1710
TOTAL NUMBER OF POINTS = 948
OBSTRUCTIVE SHAPE / REPAIR
------------------------------
HEIGHT = 20
TRANSMITTANCE = .3
REFERENCE POINT,
X = 1137 Y = 1605 Z = 0
OBSTRUCTIVE SHAPE / RETAIL
------------------------------
HEIGHT = 32
TRANSMITTANCE = .3
REFERENCE POINT'
% = 1246 Y = 1572 Z = O
OBSTRUCTIVE SHAPE / SIGN
-------------------------------
HEIGHT = 8
TRANSMITTANCE = .4
REFERENCE POINT'
X = 1106 Y = 1753 Z = O
TRANSITION WIDENING
pOLE (SHAKESPEARE DIRECT BURIAL OR EQUAL)
FIN RJB TO 6' FIBERGLASS -2 3/8' TENON—BLACK SMOOTH FINISH)
HANDHOLE 12" AFG
1' CHANFER BUSH CONDUITS
FIN GRADE
NOTE 2 ---'~-' OT[ 1
#3 TIES @ 12° ~`~~'`~ PERIMETER
CONC BASE SAVE THIS FOR
CONSTRUCTION DOCUMENTS
BASE POLE DETAIL
NOTES (POLE BASE DETAIL),
1. 3TUB OUT CONDUIT 1'-0" BEYOND BASE
FOR LAST LIGHTING FIXTURE IN RUN AND
CAP FOR FUTURE EXTIN3ION OF CIRCUIT,
2. 1^ CND HOMERUN OR TO ADJACENT FIXTURE,
= MAPLE TREES
,
�./[ANTTn|!ATD[<
TREATED POSTS
6' OUT OF GRND
AND 2` IN GRk1D,
��, Z;
E-1.
IR
SLAB
ii ii it ii
`It to It III--~�8~CON{|' SLAB
WITH VVVY8"%8"
ELEVATION REINFORCEMENT
_
�
�
��P 0�VV /�|TE�N�7lN�� �(lA�D PATTERN)
'"' ,'`-`` \'`�^`-'`'`'``''`" `'="`^~ ' ' `' ''-'`^"/
1"I PRESSURE TREATED
SCREENING BOARDS TO
BE ATERNATELY PLACED `
INSIDE AND OUTSIDE RAILS.
DUMPST[R SCREEN DETAILS
Tl�T��
un/�-NOVEMBER 30, 1998
KURT M. GLOECKNER
5649
DWG. NAn_
DESIGN WMKS IF VMGMA
llooloo� � 1-0411' VA LC
TOP �
" / CK1~YK LCK2-YK
�r ^
` --A'--
3"Ln. ��~-- ,° -�-� ��-3^tD.
20',�~X40*~
I
n
--O/--
Uj
�
BALLASTS ARE H.P.17,/O.W.A.
^
2"XPRESSURE
r
~20'8TART|NGTI:KXPERATURE
TREATED RAILS
-tot /
\_
3^ ON CENTER
I _/ —
TO SUPPORT
FRONT
1"X6" BOARD
MEnounv
SCREENING
PLAN
///
IR
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INSIDE AND OUTSIDE RAILS.
DUMPST[R SCREEN DETAILS
Tl�T��
un/�-NOVEMBER 30, 1998
KURT M. GLOECKNER
5649
DWG. NAn_
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V11 -0111411A MAXILA NOTE: CUT AND FILL EXCAVATION
SCALE: 1"=1000' SHADWELL ANTIQUAIRES IN K;
1�WILL BALANCE ON SITE. REVISIONS
B'M* 0 ELEV. = 385.16 64 IV IAL MAGISTERIAL DISTRICT GENERAL EROSION AND SEDIMENT CONTROL NOTES
NAIL IN BASE OF POLE. Is" <F RTE'. 22 OWNER: ALBEMARLE COUNTY, VIRGINIA
JACQUES AND DANIELE LOGARIDES 1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices
MAGNETIC
MERIDIAN 01 4068 SADDLEWOOD DRIVE will be constructed and maintained according tc structural
standards and specifications of the
g9l� CHARLOTTESVILLE, VIRGINIA 22902 Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion
A Sediment 4 r, 4. 1 Regulations.
71 PROPERTY DATA: U11 r, mcif V" IV
0 10 20 40 1 The plan approving authority must be notified one week prior to the pre -construction conference,
AW',( PART
11009— 1 SHADWELL OF TAX MAP 79 PARCEL 19 one week prior to the commencement of land disturbing activity, and one week prior to the
SCALE IN FEET LEGAL REFERENCES: final inspection.
0 D.B. 1759 PP. 598,599, & 600 3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
1.5" HOSE Z:9 9 2IONING: 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at 5
D AT THE Ae 100* S7-,4 PROPERTY IS ZONED C-1 all times. SOIL TYPES
/PZ> QkIA, FROPOSED USE: 5. Prior to commencing land disturbing activities in creas other than indicated on these plans
(TYPICAL)
IS TO 1HE PROPERTY WILL BE USED FOR (including, but not limited to, off-site borrow or w,,.jste areas), the contractor shall submit
AMENSION 40STA A RETAIL ANTIQUE STORE AND, ANTIQUE REPAIR SHOP a supplementary erosion control plan to the owner for review and approval be teh plan approving SOIL TYPES
VED CkjjVG authority.
VE -PCO 500' S/GHT MT T STAN 6. The contractor is responsible for installation of an), additional erosion control measures necessary 23C=DAVIDSON CLAY LOAM
ANCE. NC 20 �Pp ;,q I
lip ?0 >9-i D -10 to prevent erosion and sedimentation as determine;by the plan approving authority. 51B =MANTEO CHANNERY
R,4 7. All disturbing areas are to drain to approved sed anent control measures at all times during land
R,4 y A SILT,LOAM
p•
0 disturbing activities and during site development until final stabilization is achieved.
SOIL EROSION AND SEDIMENT CONTROL kEs 8. During dewatering operations, water will be purrrpeJ into an approved filtering device. 58B=MYERSVILLE SILT
CD
® CHECK DAM D. 8. 714' I/A. 9. The contractor shall inspect all erosion control mrasures periodically and after each runoff- LOAM
CE = CONSTRUCTION ENTRANCE K_ P� 406 producing rainfall event. Any necessary repairs or �,.-anup to maintain the effectiveness of the
CRS= CONSTRUCTION ROAD STABILIZATIO erosion control devices shall be made immediately,
W
10. This plan is provided for the implementation of frosion and sediment control measures only.
DC -DUST CONTROL 600,
DD = DIVERSION DIKE
DV = DIVERSION
AS/'y&A1'N1
IP INLET PROTECTION 0 S/ NOTE
MU MULCH SPA
OP OUTLET PROTECTION Z_ _P 9 CUT AND FILL WILL BALANCE ON SITE 1M
W
PS = PERMANENT SEEDING 7-0 EXISTING VEGETATION IS GRASS AND A
SC STREAM CROSSING IIVSTA FEW SCATTERED TREES.
S8 = SEDIMENT BASIN STALL •.
SF = SILT FENCE
0 D
ST = SEDIMENT TRAP
TO = TOPSOIL EXISTING GRASS AREA
TS = TEMPORARY SEEDING o _N1
001
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71 CSX RAILROA
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SIDE ELEVATION ux.",
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71
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OPUIAIKM PLAN VIEW
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A y
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S
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fox 54D
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IS
4� SS I RIP -RAP LENGTH IN FEET 9'
-A
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ENT/ON FIZ-7-,51? 7, �. /�//\//\//;//O//(IN AC.)
31 R1fXfA17
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LEGENTI) \xz 9
NZ
LUM OF GRADING Z IN X
\ \ \ N
(ALSO ZXTENT & SCOPE OF WORK) 0 DIVERSION DIKE
XISTING GRASS AR A 0 r)o
_X__X� IN,
SILT FENCE USF —X—x X__ X \\ \ /A
1919, 0 V(3v.�_j
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DRAINAGE DIVIDE 0/ 0 —,j
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MPORAW STONE5V-E:
CONSTRUCTION EI CE O 10
CE GR
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N 4- 'FOR 510
4$
CONSTRUCTION ROAD 1=1 I
STABILIZATION COARSE AGGREGATE
1.5' FILTER CLOTH
MORM DRAM UP THIS INSTALLATION IS CRITICAL IN SILT TRAP #1 2.5' '1�
INLET PROTECTION cil, TOP: WIDTH=36$ LENGTH=56' ft
NWI I EXCAVATED AREA
BOTTOM: WIDTH=20' LENGTH=40'
C�A P�R\� ORIGINAL (3) R 0 U N D DEPTH=4' STORAGE REQUIRED=51740°F. 00
DUST CONTROL F.EVATION STORAGE PROVIDED=5632 C.F. 00 §00-0 1
IOP
DRY
OUTIM PROTECTION 67 CU. YD./ACRE S® �oUD0 0
NOTE: UND_-RGROUND 36" DETENTION PIPE - 9 4P
MUST DISCIIARGE INTO SILT TRAP. ALSO 1. 7' Z o 10 0 COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
TOPSOWG GRATE INLET STRUCTURE AND DISCHARGE rAL SITE AREA 0 0 C-)
PERMANENT SEEDING V0 & VS & TOTAL AREA = 88,688 SQ.FT. MAX 0 OUTLET (PERSPEC11VE MEW)
MULCIKING PIPE CANNOT BE INSTALLED UNTIL SILT 111100000" If
1 0 If
TRAP IS NO LONGER REQUIRED BY THE TOTAL IMPERVIOUS PARKING AND VEHICULAR IMPERVIOUS AREA 2 (�,C- )b
DIVERSION DYKE ( TEMPORARY ALISEMARLE COUNTY ENGINEERING AND IMPERVIOUS AREA = 39,945 SQ.FT. WET
7.
PUIBLIC WORKS DEPARTMENT. TOTAL IMPERVIOUS AREA 67 CU. YD./ACRE
SILT TRAP BENCH MARK/DATUM: TOTAL IMPERVIOUS AREA = 49,057 SQ.FT. (EXCAVATED) 2,3' FILTER CLOTH ORIGINAL GFOUND ELEVATION
Q5 BENCHMARK IS LOCATED IIN FRONT OF COARSE AGGREGATE CLASS I R!PR4P
POWER POLE NEAR FRONT WEST PROPERTY CORNER,
ON STATE ROUTE 22. A PAIR OF NAILS COUNTY APPROVAL CROSS SEC71ON OF OUTLET
ROCK CHECK DAMS CUD IN AT BASE OF POLE: ELEV.=385.'16
AI
EROSION CONTROL OFFICER DATE PLAN PREPARATION:
DATE
APRIL 1, 1999
-nd
JOB NUMBER
98-051-00
DWG. NAM
051 EC.DWG _J
C11 IV - U8
i'
JOB NUMBER
98-051-00
DWG. NAM
051 EC.DWG _J
C11 IV - U8