HomeMy WebLinkAboutSDP199900088 Plan - Other (not approved) Preliminary Site Plan 1998-11-304"X4" PRESSURE
TREATED POSTS
6' OUT OF GRND
AND 2' IN GRND.
SAL DS - 14 RLM LAMP TYPE 1265 1571 12 347 0 1265 1571 0 UPPER RIGOHTHAYD_C CORNER OF PLANE,
F (j
ILAMPIONE 32 -WATT
PL -T 3zv/3o/4P CAD SYMBOL , CIRCLESYM 6400 1118 1597 12 260 0 1118 1597 0 FIN RUB TO 6' FIBERGLASS -2 3/8' THANDHOLE K SMOOTH FINISH) Z
I T ER3V 32 -WATT TRIPLE TUBE COMPACT FLUORESCENT, HORIZONTAL POS. CAD SYMBOL SIZE , 4 TILT -NONE LIGHT METER IS NORMAL TO PLANE BELOW GRADE HANDHOLE U' S
COTHERIVerslOn� 11/1/97 - 12,00,00 1106 1685 12 167 0 1106 1685 0 2"X2' PRESSURE
TILT -NONE FILENAME , Ci\APHDTD\USAL\USP\1903B.DS LAMPS = I LUMENS/LAMP = 6400 PHOTOMETRIC TYPE = 1 WATTS 100 1146 1687 12 71 0 1146 1687 0 1' CHAMFER
LAMPS t LUMENS/LAMP = 2400 PHOTOMETRIC TYPE = 1 WATTS = 36.7 LUMENS = 8500 LUMINOUS DIMENSIONS (FEET) WIDTH = 0 LENGTH = 0 HEIGHT = 0 BUSH CONDUITS /� ^� TREATED RAILS
LUMINOUS DIMENSIONS (FEET) WIDTH - .792 LENGTH - .521 HEIGHT = 0 LLF .83 FA MULTIPLIER = .4 BALLAST - 1 BALLAST -LAMP = 1 1239 1660 12 73 0 1239 1660 0 AVERAGE fC = 1,33 3' ON CENTER
FACTDRS , MULTIPLIER = 1 BALLAST = t BALLAST -LAMP = 1 NUMBER OF VERTICAL ANGLES = 30 0 TO 180 DEGREES 1098 1764 1 346 106 1118 1759 7 MAXIMUM fC _ 17.1 FIN GRADE \ TO SUPPORT
NUMBER OF VERTICAL ANGLES = 37 0 TO 90 DEGREES SPIN = 0 NUMBER OF HORIZONTAL ANGLES 21 0 TO lB0 DEGREES 1115 1759 1 163 116 1105 1762 6 MINIMUM fC - AI
NUMBER OF HORIZONTAL ANGLES = 37 0 TO ]ea DEGREES U S POLE 1228 1569 12 252 0 1228 1569 0 AVERAGE/MINIMUM = 133 FRONT i"X6" BOARD
L 190-38 1179 1583 12 247 0 1179 1583 0 15 MAXIMUM/MINIMUM = 1710 PLAN SCREENING
DS -14' SERIES NOTE 2 I' CNDNOTE 1 = .
t4' DIA % 12' HT UNIT W/4' DEPTH WHITE REFLECTORA 14 D 1261 1620 347 0 1261 1620 0 TOTAL NUMBER OF POINTS 948
1' DIA X 7' HT OPAL GLASS GLOBE Y 15 F 1181 1666 IS 0 0 1181 1666 0
LAMP TYPE 16 F 1213 1656 15 0 0 1213 1656 0 OBSTRUCTIVE SHAPE REPAIR (8)#5 EQ. SPACED
6400
TILT-NDNE 17 F 12
18 F 1261 119 1654 15 0 0 1219 1654 0 HEIGHT 20 #3 TIES 2 12' AROUND PERIMETER
LUMINOUS DIMENSIONS (FEET) ,WIDTH = o LENGTH = o HEIGHT = 0 19 F 1237 15757 15 0 0 123 15 0 0 1233 1642 0 = 7 1573 0 TRANSMITTANCE _ .3
FACTORS , MULTIPLIER - .4 BALLAST - 1 BALLAST -LAMP - I 20 F 1201 1584 15 0 0 1201 1584 0 REFERENCE POINT, CONC. BASE SAVE THIS FOR
LUMINAIRE D LAMPS = 1 LUMENS/LAMP = 6400 PHOTOMETRIC TYPE - l WATTS = 100 ELEV. SLAB
NUMBER OF VERTICAL ANGLES = 30 0 TO 180 DEGREES 21 F 1194 1586 15 0 0 1194 1586 0 X = 1137 Y = 1605 Z = 0 CONSTRUCTION DOCUMENTS N
DALTOR SS/W 175 MH WALL PACK NUMBER OF HORIZONTAL ANGLES = 21 0 TO 180 DEGREES 22 F 1154 1598 15 0 0 1154 1598 0
8-CONC. SLAB
CAD SYMBOL WALLP.SYM 23 G 1177 1671 SO 0 0 1177 1671 0 OBSTRUCTIVE SHAPE RETAIL WITH WW6"X6"
CAD SYMBOL SIZE 1 BASE POLE DETAIL
LUMINAIRE H 24 G 1217 1658 10 0 0 1217 1658 0 - ELEVATION REINFORCEMENT
_ _____________
---�-tet�ENAME . L.\APHOTO\DALTOR\U35761.IES------------'----''---' 25 G 1239 1652 10 0 0 1239 1652 0 HEIGHT = 32 NOTES (POLE BASE DETAIL),
LLF LUMt�.a = 20000 LCKI-175MH-HR 26 G 1263 1645 10 0 0 1263 1645 0 TRANSMITTANCE _ .3
CAD Sy
SPIN 0 CAD SYMBOLL SIZE C6IRCLE.SYM 27 G 1152 1595 10 0 0 1152 1595 0 REFERENCE POINT, 1. STUB OUT CONDUIT V-0' BEYOND BASE
28 G 1171 1589 10 0 0 1171 1589 0 X = 1246 Y = 1572 Z = 0 FOR LAST LIGHTING FIXTURE IN RUN AND
FILENAME 15000 OTO\SVC\SVC\5951G.LC 1196 1582 10 D 0 1196 1582 0 OBSTRUCTIVE SHAPE SIGN CAP FOR FUTURE EXTINSION OF CIRCUIT,
REPORT NUMBER IT ARA -2 DATE, 6-24-19894 LUMENS = .83 30 G 1217 1575 10 0 0 1217 1575 0 2. l' CND HOMERUN OR TO ADJACENT FIXTURE.
PREPARED FOR, DEVDE LIGHTING HOUSING,
FAB LLF .83 ____________________________
CATALOG NUMBER, PARA-25oDEMH SPIN = 0 31 G 1240 1568 10 0 0 1240 1568 0 HEIGHT = 8
LUMINAIRE, EXTRUDED ALUMINUM HOUSING, FABRICATED SPECULAR REFLECTOR 32 G 1198 1664 10 0 0 1198 1664 0
VITT PEENED ENCLOSPORTOURE,
BELOW LAMP, DIFFUSE END PANELS, CLEAR SUN VALLEY LIGHTING TRANSMITTANCE _ ,4
FLAT GLASS ET LpSURI LRL 595 -IG B� TOTAL NUMBER OF LUCATIONS = 2 REFERENCE POINT,
LAMPS CLEAR 250 -WATT METAL HALIDE, HDI, RATED 20000 LUMENS. LCKI-175MH-HR
TILT NONE x = uo6 Y = 1753 z = o TOP LVIEI(ILTERNITINI BOARD PATTERN)
LAMPS = 1 LUMENS/LAMP = 20000 PHOTOMETRIC TYPE = 2 WATTS = 200 FAR LAMP ROOF MT V/ REFL D, TOTAL NUMBER OF LOCATIONS = 1
LUMINOUS ➢IMENSIDNS (FEET) ,WIDTH = 2 LENGTH = 0 HEIGHT = .3417 18' DIA X 24' HT LANTERN UNIT 1 "X6" PRESSURE TREATED
FACTORS ,MULTIPLIER = t BALLAST = 1 BALLAST -LAMP = 1 V/SEGMENTED SPECULAR REFLECTOR -WHITE TOP REFL F, TOTAL NUMBER OF LOCATIONS = 8 SCREENING BOARDS TO
NUMBER OF VERTICAL ANGLES = 25 -90 TO 90 DEGREES SPECULAR REAR AUX REFL/SHIELD - TOTAL WATTS = 138
NUMBER OF HORIZONTAL ANGLES = 11 0 TO 90 DEGREES LAMP TYPE , 1 - 100-W CLR MH BE EENT N BOA PLACED
LAMP LUMENS 8500 G, TOTAL NUMBER OF LOCATIONS = 9
TILT=N0N
LAMPS - 1 LUMENS/LAMP - 8500 PHOTOMETRIC TYPE = 1 WATTS = 138 INSIDE AND OUTSIDE RAILS.
LUMINOUS DIMENSIONS (FEET) WIDTH = 0 LENGTH = 0 HEIGHT = 0 H, TOTAL NUMBER OF LOCATIONS = 12
FACTORS , MULTIPLIER - 5.3 BALLAST - 1 BALLAST -LAMP = 1
NUMBER OF VERTICAL ANGLES - 30 0 TO 180 DEGREES AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED= 1 _
NUMBER OF HORIZONTAL ANGLES - 21 0 TO 180 DEGREES D I, ,�F�
U r S TE R SCREEN DF-TAILL S
VICINITY MAP i
Cy SCALE, 1'=1000'
dp M
gRFOT US. I,6 z =MAPLE TREES =SHRUBS
B,M, ELEV. = 385.16 F/ TFT L 9 w� REVISIONS
�.p d NAIL IN BASE OF POLE. 'r rF4" RTE', 22
MAGNETIC 9'Py� 'PPF. MAX.WI NING=33.0'
MERIDIAN >50, SRjGH d0 2c �`So EXISTING PA EMENT=22' TRANSITION WIDENING
pS1)_ MATCH EXISTING SHADWELL ANTIQUAIRES
0 10 20 40 DIST RN 220#/S.Y. SM 2A SLOPE
PLAN. CROSS-SECTION RIVANNAL MAGISTERIAL DISTRICT
HNCE 2 0.03 0.03 0. .02 �. 0. 0. 0.01
SCALE IN FEET 41 SFr
"ORA,
UR SHADwELL ALBEMARLE .COUNTY, VIRGINIA
0.01 02 .03 0. 0,05 0.03 0.04 N 0.05 0.05 0.01 3 220#/SY IM -1A
rHRu
o. .07 H 0.06 0.06 o.oa1p0'o.gr 0.04 5 12' AGG. BASE(TYPE 21-A) SUBGRADE=CBR MIN. 10 OWNER,
BUILDING SETBACKS,
R=25' "KING 4068 S S AND DANIELE LOGARIDES
TYPICAL OFF-SITE ROUTE 22 WIDENING 4068 SADDLEWOOD DRIVE FRONT SETBACK = 30' AND 30' FROM PUBLIC ROADS
N �N op CHARLOTTESVILLE, VIRGINIA 22902 SIDE SETBACK = 0' TO WEST (STORE ADJACENT)
y uwnw, Plc 0.0 0.08 'w �2 0&09 0.09 0.0 0.05 0.0 .0 Sp N.T.S. T
SIGHT DI r SIGHT ��KING 'M7' >g_ PROPERTY DATA, REAR SETBACK = 0' RAILROAD R/W IS GREATER THAN 50'
H STANCE HRU DISTANCE 200, 3 AYzo/vD Rq0 PART OF TAX MAP 79 PARCEL 19
0.05 o.t . 1 0.' o.t 4 ,u 0.09 0. 8 8 0.08 0.06 0.0 0.06 b9>9E o. P.0 A, A. GRAB LEGAL REFERENCES, PARKING SETBACKS
KES C 5 AH D.B. 1759 PP. 598,599, & 600 10' ON ROUTES 250 AND 22
o.o] a.t6 a z 0.23 4 0.11 Do8 0.08 0.07 0, 0.04 0.03 DD �I4 PV 906 PROPERTY IS ZONED C-1 20' FROM RA,
R ZD S n PARKING SUMMARY,
50,' 7 T - PROPOSED USE, PARKING REQUIRED 90 SPACES TOTAL
FOM ^ )�n iwc vA�eO 0.11 026 0.62 1.31 1. a 1 .59 0.4 U. o.n al oa .n H o.m o. RIGyp6 Y�,..h� .03 ,oz THE PROPERTY WILL BE USED FOR 85 REGULAR 9X18 SPACES
A RETAIL ANTIQUE STORE AND ANTIQUE REPAIR SHOP
� 5 HANDICAP SPACES
S 2 7^ 6p0, SPACES PROVIDED= 92 TOTAL
0.05 0.11 0.3 .92 2.85 124 2. 1.74 L 0 3 3 29 26 0.272 SPAS 3 0. 0. 0.1 0.07 0.06 5 0.04 �.` 0.0 ,0 1D2 777, 4C TANSITI 86 REGULAR SPACES
2
GA'
0.07 0.10 0.18 1 .9 4.16 7.33 4.43 4.46 90 0.70 '30.46 .48 503 'k,1836 HANDICAP SPACES
l�a 0. 0.22 0.05 0.03 0.0
0:08' --- 0.1 - 0.30 0. 2 2.11 3.42 1.72 1.89 = 1.49 t 0. 0.93 0%2- 'z .45 ,43 0.37 -- 028
0.05 0.09 0. 0 0 .07 3.7 535 2.7 1. 3, 4. 9 3.03 2.50 99 2 1.24 t 0.86 0.83 0.61 0.4 0.3 0.2 0.0. G r1 0.02 0.01 1 0.01 0.01 0.01
1 2 2 5 Ci 2 0
PARKI H
0.06 0.10 20 44 .0 3. 2.98 .61 7.71 7AVA 81 3A7 4.76 3.41 2.13 1.70 12 0.81 0.61 A9 .40 0.26 .IS 0 0.08 N WF' 0.04 03 �0.10 1 0.01 0.01
5 z CGNC. SI 1 2 t. BACK
q�0. 7 0.12 022 .46 l.2 3.86 K 76 2.39 4.84 3.7 1.6 8. 6. 3 6 9 3.71 3.17 2.84 1.84 1.25 0.76 0.39 _ TO GCIR
y q7 1 B SVILLE
1 2 1
3 Q�6]� .09 0.1 0.28 Ob 1 2 5.11 41y 9 3.15 2.17 2.56 6.1 5 .43 7.58 4.36 5.33 7.65 4.93 3.86 5 12 0 1.78 1.61 0 53 0.25 O.13 0.08 0.05 0.03 0.0 O.OI 0.01
ti
2 � 2 ITE 3
o�'�-per , .G 23�
A 3 O 11 0.11 0.35 0.66 1.22 0.61 6 0.6 6.97 6.8 8.4 9. 6. 8 2.80 4.97 5.18 4.93 1.72 0.6 0.30 0.15 0.09 01, 6 0 4 .03 .02 .02 r 0.01 0.01
of c)30 Q1 cl r
YO ER
? �'J9 0.16 0.29 .49 0.70 0.74 Ob4 025 0.30 022 0. ,45 ED y�e7�alF1p 11. 1,78 �. 1 6.57 4.01 12 .46 0.23 0.13 0.08 0.06 0.04 0,03 0.03 0.02 (1 0. SEMEN
N .7 Ap7 g0' EP
J�uq 255 p 3p•
0.11 0. 5 1.43 6'33 #7 7.93 7.3 Q, 1.t .3 e.t6 3.02 ,4 20 0.11 o.m 0.05 0.04 o.p3 .02 0.02 0,0\ 1 BUILDING SETDAC EXISTING 12' WATER LIN CSX RAILROAD
It
-� U' K PROPERTY
18 W K 2 s
0. .23 1. 3.86 5.46 0. 3.91 42 3.44 .11 0.10 0.0 3 0 0.02 0.01 0.01 0.01 A
D
4dW tJ Z $1%4 57'E
0.11 0. 0. 9 1. 3.53 7,05 O W 3.93 2.60 1.62 1 0.6 0.30 CG $I ,06 .04 0.03- 0.02 0.01 0.01 0.01 0.01 " v C
Gqd. v v
0.16 0, 1 84 2.81 759 __1.94 '30.39 D9. 94 3.74 .02 .88 0.31 022 ®I. A,e0.02 0,02 0.01 0.01 r m F
n` Z
s
0.08 3 c
0.4 02 0. .03 329 0. - 1. 2 ,Jl 5.06 2 0 1.57 0.6 2 020 0.15 0.11 1�NO.9 0.04 0.03 0.02 0.02
�lOR�-1 3-7
0.1 0. 0.55 1.0 .87 3 8 4. ,95 1.39 0.69 0. 0.33 0.1 0.07 0.05 0.04 0.03 0.03 0.02 0.02 n
i • G � PpSED �
1 2 S PSIC
OS 0. 0.57 9 21 721 6.5 � x.63 525 .4'• G12. - 21.52 3.00 2 L ,26 0.14 D�O.'.L,1( 0.0 0.05 0.04 0.03 0.03 0.02 360
0. 0. 0. 1 87 .07 3.90 28 2. 2. 8 4 5 .69 .0 10. K&'Ay1 12.G 3.46 6.62 462 1.51 0. 0.25 0.13 0.08 0.06 0.04 0.03 0.03 0.02 0.02
S PO 5
Oy 5 9 OA 1.09 1. 22. 0 2.12 3.19 5.70 7.47 9.01 5.33 0.6 11. 2. 15a 8 G 7201 5.03 0 5.65 3.56 5 OA 0.201 O.tl ov 0. 0,04 0.03 0.02 0.02
9'P
Ptn�L V 0.19 0.58 1.08 1.23 lA 2.09 3.34 4.0 3. 5. 7 1.2 .34 4.80 2.17 3.59 751 2.8 0.83 ] V018 0. 3 0.02 0.02
2 O qR
2
A
0.18 0 32 .56 0.62 0.68 1.28 2.05 2,88 3.71 1.71 5.49 2.5 1.12 2.36 1. 4 r 1 SDCONC. SLAB o.l o. o.oa o. 3 0. all,
_ WITH WW6"X6"
66., ti
CJ` / 2 1 REINFORCEMENT Wp,V
'P.PCy 0.13 5 �2 0.26 0.32 0.34 0.38 7 9.66 1.06 1.10 1.29 4 1.36 0.68 0.7 O.BP 0.27 0.14 0.09 ff 0.04 .03 0.02 R1GHS �OF'
T
1 'S BIORETENTION BASIN 60 NOTES,
4y` o.l0 3 0. 0 3 0 9 38 .31 '50.52 0.59 0.64 .82 0.67 0.40 0.34 0.2 0. 0.08 D.o 0.04 z I P \ 1. ALL ROAD IMPROVEMENTS WILL BE TO V.D.O.T. STANDARDS
2. A FEMA FLOOD PLAIN DOES NOT EXIST ON THIS PLAT,
4' P� 0.10 O.t4 9 0.27 0.28 028 D31 0.33 4039 0.32 012 T D07 �3 \ `� 3. WATER AND SANITARY SEWER SERVICES ARE NOT IN THE
Pr ti> JURISDICTIONAL AREA OF THE ALBEMARLE COUNTY
G O O SERVICE AUTHORITY (ASCS)
Oryd 0.09 . 9 9 o.n INRLET� o.n
0.18 0a9 0.21 oae .t 0.09 o.oe o. a 0.03 0.03 4. THE STORM WATER WILL BE MANAGED BY DROP INLETS AND LEVEL SPREADERS
AND DIRECTED TOWARD THE RETENTION PIPE AND BIORETENTION
0.07 0. 0.1 1tOTI1B 41 ,2 0.07 .os 0.oa o�97 `�o.O TOTAL SITE AREA CONTROL FACILITIES AND RELEASED TOWARD THE RAILROAD
ORE•T�N TOTAL AREA = 88,688 SQ.FT. UNDER THE SAME CONDITIONS THAT EXIST AT THIS TIME
w TOTAL IMPERVIOUS PARKING AND VEHICULAR IMPERVIOUS AREA PRIOR TO CDNSTRUCTION.
z 1 5. SIGN WILL BE SIZED AND INSTALLED TO CODE. (PERMIT REQUIRED)
o. o.0'�S' �• 0D8 oe .08 0.08 0.07 0.06 0.05 0.04 0.0 TOTAL IMPERVIOUS AREA
AREA SQ.FT.
z MLLE 6. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY
w S FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE
u 0.04 0. jg.o�NpRbb� o.os a TOTAL IMPERVIOUS AREA = 49,057 SQ.FT. SHIELDED WITH LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE
O NUMBER 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. �\�
O 0.04 0.05 0.04 0A4 0.03 0.04 .4
BENCH MARK/DATUM, 7. SITE IS NOT IN RESERVOIR WATERSHED
(
VV BENCHMARK IS LOCATED IN FRONT OF
1/4',1' POWER POLE NEAR FRONT WEST PROPERTY CORNER 6. SITE IS NOT IN ZONE A (100 YEAR FLOOD PLAIN)
220#/SY SM -2A SURFACE SLOPE TO ACCORDING TO FEMA
MATCH GRADING PLAN TYPICAL 5' CONCRETE SIDEWALK ON STATE ROUTE 22. A PAIR OF NAILS
CG -2 .
WITH 2' MIN. STONE BASE(TYPE 21-A) IN AT BASE OF POLE ELEV =385,16
SJ ti,
��•�' �����`v..: �+.,'`...4 6X6 WELDED WIRE MESH REINFORCING
COUNTY APPROVAL BLOCK TOPOGRAPHY,
TOPOGRAPHIC MAPPING PROVIDED BY
SUBGRADE=CBR MIN, 10 DEPARTMENT OF ENGINEERING DATE GLOECKNER & OSBORNE, INC.
8' ACG. BASE(TYPE 21A) PLANNING AND COMMUNITY DEVELOPMENT DATE LAND SURVEYING
F
TYPICAL PARKING LOT SECTION DEPARTMENT OF ZONING DATE GLOECKNER & OSBORNE, INC. CHARLOTTESVILLE, VA, PROFESSIONAL LAND SURVEYOR O
N.T.S.
FIRE OFFICER DATE SITE PLAN PREPARATION,
THIS DOCUMENT WAS PREPARED BY -KURT M. GLOECKNER PROFESSIONAL ENGINEER
DATE
NOVEMBER 30, 1998
C�
z
SCALE
V /
W
�
LLJ
z
U
W
O
7
LL1
z
L
m
LUMINAIRE , B
LUMINAIRE , G
cn
_J
Z
l�
Q
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LLJ
W
________________________
L[THONIA TFM 42 TRT
----
USAL HANGING DS -11 RUM
LUMINAIRE LOCATION
m
LLJ
CAD SYMBOL FLD.SYM
CAD SYMBOL ,CIRCLE.SYM
_SUMMARY
_________________________
0
z
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O
Cj
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LAD SYMBOL SIZE - 2
CAD SYMBOL SIZE . /
COORDINATES IN FEET
7 Q C 1 c)
Jti� 22
CD
z_
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FILENAME , K,\LL_IES\HI-TEK\FLDOD\TFM\97061602.IES
FILENAME � C.\APHOTD\USAL\USP\1903B.DS
LUMINAIRE
1c�°� �ti2
C�
62
LUMENS = 2400
LLF = ,75
LUMENS " 6400
LLF = .63
NO. LABEL X-COORD Y-COORD Z-COORD ORIENT TILT
AIMING
X
COORDINATES
Y Z
PLANE ,1
SPIN= 0
SPIN 0
u S POLE
-_____________________________________________SUSS__-________________________
1097 1660
12
344
0
1286
1660 0
________ __
POINT SPACING LEFT-TO-RIGHT = 10 ft
3
APR 2'L M9
IT ST31 7061602
IT
LRL 190-3B
1097 1716
12
0
1097
1716 0
POINT SPACING TOP -TO -BOTTOM = 10 ft
UF19
CMANUFA3TFM ONIA LIGHTING - HI-TEK OUTDOOR LUMINAIRE F
ns -iv ROES
1191 1675
11
0
70
0
1191
1162 0
LOWER LEFTHAND CORNER OF PLANE,
CLUMCATITFM 32TRT RB USAL____________________
CLUMINAIREIFLOODLIGHT V/FORMED SPECULAR REFLECTOR CLEAR GLASS ENCLOSURE u
14' DIA X 12' HT UNIT V/1' DEPTH WHITE REFLECTOR
4' DIA X 7• HT OPAL GLASS GLOBE
1087 1628
12
192
0
10$7
1628 D
X = 1026 Y = 146$ Z = 0
POLE (SHAKESPEARE DIRECT BURIAL DR EQUAL)
4"X4" PRESSURE
TREATED POSTS
6' OUT OF GRND
AND 2' IN GRND.
SAL DS - 14 RLM LAMP TYPE 1265 1571 12 347 0 1265 1571 0 UPPER RIGOHTHAYD_C CORNER OF PLANE,
F (j
ILAMPIONE 32 -WATT
PL -T 3zv/3o/4P CAD SYMBOL , CIRCLESYM 6400 1118 1597 12 260 0 1118 1597 0 FIN RUB TO 6' FIBERGLASS -2 3/8' THANDHOLE K SMOOTH FINISH) Z
I T ER3V 32 -WATT TRIPLE TUBE COMPACT FLUORESCENT, HORIZONTAL POS. CAD SYMBOL SIZE , 4 TILT -NONE LIGHT METER IS NORMAL TO PLANE BELOW GRADE HANDHOLE U' S
COTHERIVerslOn� 11/1/97 - 12,00,00 1106 1685 12 167 0 1106 1685 0 2"X2' PRESSURE
TILT -NONE FILENAME , Ci\APHDTD\USAL\USP\1903B.DS LAMPS = I LUMENS/LAMP = 6400 PHOTOMETRIC TYPE = 1 WATTS 100 1146 1687 12 71 0 1146 1687 0 1' CHAMFER
LAMPS t LUMENS/LAMP = 2400 PHOTOMETRIC TYPE = 1 WATTS = 36.7 LUMENS = 8500 LUMINOUS DIMENSIONS (FEET) WIDTH = 0 LENGTH = 0 HEIGHT = 0 BUSH CONDUITS /� ^� TREATED RAILS
LUMINOUS DIMENSIONS (FEET) WIDTH - .792 LENGTH - .521 HEIGHT = 0 LLF .83 FA MULTIPLIER = .4 BALLAST - 1 BALLAST -LAMP = 1 1239 1660 12 73 0 1239 1660 0 AVERAGE fC = 1,33 3' ON CENTER
FACTDRS , MULTIPLIER = 1 BALLAST = t BALLAST -LAMP = 1 NUMBER OF VERTICAL ANGLES = 30 0 TO 180 DEGREES 1098 1764 1 346 106 1118 1759 7 MAXIMUM fC _ 17.1 FIN GRADE \ TO SUPPORT
NUMBER OF VERTICAL ANGLES = 37 0 TO 90 DEGREES SPIN = 0 NUMBER OF HORIZONTAL ANGLES 21 0 TO lB0 DEGREES 1115 1759 1 163 116 1105 1762 6 MINIMUM fC - AI
NUMBER OF HORIZONTAL ANGLES = 37 0 TO ]ea DEGREES U S POLE 1228 1569 12 252 0 1228 1569 0 AVERAGE/MINIMUM = 133 FRONT i"X6" BOARD
L 190-38 1179 1583 12 247 0 1179 1583 0 15 MAXIMUM/MINIMUM = 1710 PLAN SCREENING
DS -14' SERIES NOTE 2 I' CNDNOTE 1 = .
t4' DIA % 12' HT UNIT W/4' DEPTH WHITE REFLECTORA 14 D 1261 1620 347 0 1261 1620 0 TOTAL NUMBER OF POINTS 948
1' DIA X 7' HT OPAL GLASS GLOBE Y 15 F 1181 1666 IS 0 0 1181 1666 0
LAMP TYPE 16 F 1213 1656 15 0 0 1213 1656 0 OBSTRUCTIVE SHAPE REPAIR (8)#5 EQ. SPACED
6400
TILT-NDNE 17 F 12
18 F 1261 119 1654 15 0 0 1219 1654 0 HEIGHT 20 #3 TIES 2 12' AROUND PERIMETER
LUMINOUS DIMENSIONS (FEET) ,WIDTH = o LENGTH = o HEIGHT = 0 19 F 1237 15757 15 0 0 123 15 0 0 1233 1642 0 = 7 1573 0 TRANSMITTANCE _ .3
FACTORS , MULTIPLIER - .4 BALLAST - 1 BALLAST -LAMP - I 20 F 1201 1584 15 0 0 1201 1584 0 REFERENCE POINT, CONC. BASE SAVE THIS FOR
LUMINAIRE D LAMPS = 1 LUMENS/LAMP = 6400 PHOTOMETRIC TYPE - l WATTS = 100 ELEV. SLAB
NUMBER OF VERTICAL ANGLES = 30 0 TO 180 DEGREES 21 F 1194 1586 15 0 0 1194 1586 0 X = 1137 Y = 1605 Z = 0 CONSTRUCTION DOCUMENTS N
DALTOR SS/W 175 MH WALL PACK NUMBER OF HORIZONTAL ANGLES = 21 0 TO 180 DEGREES 22 F 1154 1598 15 0 0 1154 1598 0
8-CONC. SLAB
CAD SYMBOL WALLP.SYM 23 G 1177 1671 SO 0 0 1177 1671 0 OBSTRUCTIVE SHAPE RETAIL WITH WW6"X6"
CAD SYMBOL SIZE 1 BASE POLE DETAIL
LUMINAIRE H 24 G 1217 1658 10 0 0 1217 1658 0 - ELEVATION REINFORCEMENT
_ _____________
---�-tet�ENAME . L.\APHOTO\DALTOR\U35761.IES------------'----''---' 25 G 1239 1652 10 0 0 1239 1652 0 HEIGHT = 32 NOTES (POLE BASE DETAIL),
LLF LUMt�.a = 20000 LCKI-175MH-HR 26 G 1263 1645 10 0 0 1263 1645 0 TRANSMITTANCE _ .3
CAD Sy
SPIN 0 CAD SYMBOLL SIZE C6IRCLE.SYM 27 G 1152 1595 10 0 0 1152 1595 0 REFERENCE POINT, 1. STUB OUT CONDUIT V-0' BEYOND BASE
28 G 1171 1589 10 0 0 1171 1589 0 X = 1246 Y = 1572 Z = 0 FOR LAST LIGHTING FIXTURE IN RUN AND
FILENAME 15000 OTO\SVC\SVC\5951G.LC 1196 1582 10 D 0 1196 1582 0 OBSTRUCTIVE SHAPE SIGN CAP FOR FUTURE EXTINSION OF CIRCUIT,
REPORT NUMBER IT ARA -2 DATE, 6-24-19894 LUMENS = .83 30 G 1217 1575 10 0 0 1217 1575 0 2. l' CND HOMERUN OR TO ADJACENT FIXTURE.
PREPARED FOR, DEVDE LIGHTING HOUSING,
FAB LLF .83 ____________________________
CATALOG NUMBER, PARA-25oDEMH SPIN = 0 31 G 1240 1568 10 0 0 1240 1568 0 HEIGHT = 8
LUMINAIRE, EXTRUDED ALUMINUM HOUSING, FABRICATED SPECULAR REFLECTOR 32 G 1198 1664 10 0 0 1198 1664 0
VITT PEENED ENCLOSPORTOURE,
BELOW LAMP, DIFFUSE END PANELS, CLEAR SUN VALLEY LIGHTING TRANSMITTANCE _ ,4
FLAT GLASS ET LpSURI LRL 595 -IG B� TOTAL NUMBER OF LUCATIONS = 2 REFERENCE POINT,
LAMPS CLEAR 250 -WATT METAL HALIDE, HDI, RATED 20000 LUMENS. LCKI-175MH-HR
TILT NONE x = uo6 Y = 1753 z = o TOP LVIEI(ILTERNITINI BOARD PATTERN)
LAMPS = 1 LUMENS/LAMP = 20000 PHOTOMETRIC TYPE = 2 WATTS = 200 FAR LAMP ROOF MT V/ REFL D, TOTAL NUMBER OF LOCATIONS = 1
LUMINOUS ➢IMENSIDNS (FEET) ,WIDTH = 2 LENGTH = 0 HEIGHT = .3417 18' DIA X 24' HT LANTERN UNIT 1 "X6" PRESSURE TREATED
FACTORS ,MULTIPLIER = t BALLAST = 1 BALLAST -LAMP = 1 V/SEGMENTED SPECULAR REFLECTOR -WHITE TOP REFL F, TOTAL NUMBER OF LOCATIONS = 8 SCREENING BOARDS TO
NUMBER OF VERTICAL ANGLES = 25 -90 TO 90 DEGREES SPECULAR REAR AUX REFL/SHIELD - TOTAL WATTS = 138
NUMBER OF HORIZONTAL ANGLES = 11 0 TO 90 DEGREES LAMP TYPE , 1 - 100-W CLR MH BE EENT N BOA PLACED
LAMP LUMENS 8500 G, TOTAL NUMBER OF LOCATIONS = 9
TILT=N0N
LAMPS - 1 LUMENS/LAMP - 8500 PHOTOMETRIC TYPE = 1 WATTS = 138 INSIDE AND OUTSIDE RAILS.
LUMINOUS DIMENSIONS (FEET) WIDTH = 0 LENGTH = 0 HEIGHT = 0 H, TOTAL NUMBER OF LOCATIONS = 12
FACTORS , MULTIPLIER - 5.3 BALLAST - 1 BALLAST -LAMP = 1
NUMBER OF VERTICAL ANGLES - 30 0 TO 180 DEGREES AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED= 1 _
NUMBER OF HORIZONTAL ANGLES - 21 0 TO 180 DEGREES D I, ,�F�
U r S TE R SCREEN DF-TAILL S
VICINITY MAP i
Cy SCALE, 1'=1000'
dp M
gRFOT US. I,6 z =MAPLE TREES =SHRUBS
B,M, ELEV. = 385.16 F/ TFT L 9 w� REVISIONS
�.p d NAIL IN BASE OF POLE. 'r rF4" RTE', 22
MAGNETIC 9'Py� 'PPF. MAX.WI NING=33.0'
MERIDIAN >50, SRjGH d0 2c �`So EXISTING PA EMENT=22' TRANSITION WIDENING
pS1)_ MATCH EXISTING SHADWELL ANTIQUAIRES
0 10 20 40 DIST RN 220#/S.Y. SM 2A SLOPE
PLAN. CROSS-SECTION RIVANNAL MAGISTERIAL DISTRICT
HNCE 2 0.03 0.03 0. .02 �. 0. 0. 0.01
SCALE IN FEET 41 SFr
"ORA,
UR SHADwELL ALBEMARLE .COUNTY, VIRGINIA
0.01 02 .03 0. 0,05 0.03 0.04 N 0.05 0.05 0.01 3 220#/SY IM -1A
rHRu
o. .07 H 0.06 0.06 o.oa1p0'o.gr 0.04 5 12' AGG. BASE(TYPE 21-A) SUBGRADE=CBR MIN. 10 OWNER,
BUILDING SETBACKS,
R=25' "KING 4068 S S AND DANIELE LOGARIDES
TYPICAL OFF-SITE ROUTE 22 WIDENING 4068 SADDLEWOOD DRIVE FRONT SETBACK = 30' AND 30' FROM PUBLIC ROADS
N �N op CHARLOTTESVILLE, VIRGINIA 22902 SIDE SETBACK = 0' TO WEST (STORE ADJACENT)
y uwnw, Plc 0.0 0.08 'w �2 0&09 0.09 0.0 0.05 0.0 .0 Sp N.T.S. T
SIGHT DI r SIGHT ��KING 'M7' >g_ PROPERTY DATA, REAR SETBACK = 0' RAILROAD R/W IS GREATER THAN 50'
H STANCE HRU DISTANCE 200, 3 AYzo/vD Rq0 PART OF TAX MAP 79 PARCEL 19
0.05 o.t . 1 0.' o.t 4 ,u 0.09 0. 8 8 0.08 0.06 0.0 0.06 b9>9E o. P.0 A, A. GRAB LEGAL REFERENCES, PARKING SETBACKS
KES C 5 AH D.B. 1759 PP. 598,599, & 600 10' ON ROUTES 250 AND 22
o.o] a.t6 a z 0.23 4 0.11 Do8 0.08 0.07 0, 0.04 0.03 DD �I4 PV 906 PROPERTY IS ZONED C-1 20' FROM RA,
R ZD S n PARKING SUMMARY,
50,' 7 T - PROPOSED USE, PARKING REQUIRED 90 SPACES TOTAL
FOM ^ )�n iwc vA�eO 0.11 026 0.62 1.31 1. a 1 .59 0.4 U. o.n al oa .n H o.m o. RIGyp6 Y�,..h� .03 ,oz THE PROPERTY WILL BE USED FOR 85 REGULAR 9X18 SPACES
A RETAIL ANTIQUE STORE AND ANTIQUE REPAIR SHOP
� 5 HANDICAP SPACES
S 2 7^ 6p0, SPACES PROVIDED= 92 TOTAL
0.05 0.11 0.3 .92 2.85 124 2. 1.74 L 0 3 3 29 26 0.272 SPAS 3 0. 0. 0.1 0.07 0.06 5 0.04 �.` 0.0 ,0 1D2 777, 4C TANSITI 86 REGULAR SPACES
2
GA'
0.07 0.10 0.18 1 .9 4.16 7.33 4.43 4.46 90 0.70 '30.46 .48 503 'k,1836 HANDICAP SPACES
l�a 0. 0.22 0.05 0.03 0.0
0:08' --- 0.1 - 0.30 0. 2 2.11 3.42 1.72 1.89 = 1.49 t 0. 0.93 0%2- 'z .45 ,43 0.37 -- 028
0.05 0.09 0. 0 0 .07 3.7 535 2.7 1. 3, 4. 9 3.03 2.50 99 2 1.24 t 0.86 0.83 0.61 0.4 0.3 0.2 0.0. G r1 0.02 0.01 1 0.01 0.01 0.01
1 2 2 5 Ci 2 0
PARKI H
0.06 0.10 20 44 .0 3. 2.98 .61 7.71 7AVA 81 3A7 4.76 3.41 2.13 1.70 12 0.81 0.61 A9 .40 0.26 .IS 0 0.08 N WF' 0.04 03 �0.10 1 0.01 0.01
5 z CGNC. SI 1 2 t. BACK
q�0. 7 0.12 022 .46 l.2 3.86 K 76 2.39 4.84 3.7 1.6 8. 6. 3 6 9 3.71 3.17 2.84 1.84 1.25 0.76 0.39 _ TO GCIR
y q7 1 B SVILLE
1 2 1
3 Q�6]� .09 0.1 0.28 Ob 1 2 5.11 41y 9 3.15 2.17 2.56 6.1 5 .43 7.58 4.36 5.33 7.65 4.93 3.86 5 12 0 1.78 1.61 0 53 0.25 O.13 0.08 0.05 0.03 0.0 O.OI 0.01
ti
2 � 2 ITE 3
o�'�-per , .G 23�
A 3 O 11 0.11 0.35 0.66 1.22 0.61 6 0.6 6.97 6.8 8.4 9. 6. 8 2.80 4.97 5.18 4.93 1.72 0.6 0.30 0.15 0.09 01, 6 0 4 .03 .02 .02 r 0.01 0.01
of c)30 Q1 cl r
YO ER
? �'J9 0.16 0.29 .49 0.70 0.74 Ob4 025 0.30 022 0. ,45 ED y�e7�alF1p 11. 1,78 �. 1 6.57 4.01 12 .46 0.23 0.13 0.08 0.06 0.04 0,03 0.03 0.02 (1 0. SEMEN
N .7 Ap7 g0' EP
J�uq 255 p 3p•
0.11 0. 5 1.43 6'33 #7 7.93 7.3 Q, 1.t .3 e.t6 3.02 ,4 20 0.11 o.m 0.05 0.04 o.p3 .02 0.02 0,0\ 1 BUILDING SETDAC EXISTING 12' WATER LIN CSX RAILROAD
It
-� U' K PROPERTY
18 W K 2 s
0. .23 1. 3.86 5.46 0. 3.91 42 3.44 .11 0.10 0.0 3 0 0.02 0.01 0.01 0.01 A
D
4dW tJ Z $1%4 57'E
0.11 0. 0. 9 1. 3.53 7,05 O W 3.93 2.60 1.62 1 0.6 0.30 CG $I ,06 .04 0.03- 0.02 0.01 0.01 0.01 0.01 " v C
Gqd. v v
0.16 0, 1 84 2.81 759 __1.94 '30.39 D9. 94 3.74 .02 .88 0.31 022 ®I. A,e0.02 0,02 0.01 0.01 r m F
n` Z
s
0.08 3 c
0.4 02 0. .03 329 0. - 1. 2 ,Jl 5.06 2 0 1.57 0.6 2 020 0.15 0.11 1�NO.9 0.04 0.03 0.02 0.02
�lOR�-1 3-7
0.1 0. 0.55 1.0 .87 3 8 4. ,95 1.39 0.69 0. 0.33 0.1 0.07 0.05 0.04 0.03 0.03 0.02 0.02 n
i • G � PpSED �
1 2 S PSIC
OS 0. 0.57 9 21 721 6.5 � x.63 525 .4'• G12. - 21.52 3.00 2 L ,26 0.14 D�O.'.L,1( 0.0 0.05 0.04 0.03 0.03 0.02 360
0. 0. 0. 1 87 .07 3.90 28 2. 2. 8 4 5 .69 .0 10. K&'Ay1 12.G 3.46 6.62 462 1.51 0. 0.25 0.13 0.08 0.06 0.04 0.03 0.03 0.02 0.02
S PO 5
Oy 5 9 OA 1.09 1. 22. 0 2.12 3.19 5.70 7.47 9.01 5.33 0.6 11. 2. 15a 8 G 7201 5.03 0 5.65 3.56 5 OA 0.201 O.tl ov 0. 0,04 0.03 0.02 0.02
9'P
Ptn�L V 0.19 0.58 1.08 1.23 lA 2.09 3.34 4.0 3. 5. 7 1.2 .34 4.80 2.17 3.59 751 2.8 0.83 ] V018 0. 3 0.02 0.02
2 O qR
2
A
0.18 0 32 .56 0.62 0.68 1.28 2.05 2,88 3.71 1.71 5.49 2.5 1.12 2.36 1. 4 r 1 SDCONC. SLAB o.l o. o.oa o. 3 0. all,
_ WITH WW6"X6"
66., ti
CJ` / 2 1 REINFORCEMENT Wp,V
'P.PCy 0.13 5 �2 0.26 0.32 0.34 0.38 7 9.66 1.06 1.10 1.29 4 1.36 0.68 0.7 O.BP 0.27 0.14 0.09 ff 0.04 .03 0.02 R1GHS �OF'
T
1 'S BIORETENTION BASIN 60 NOTES,
4y` o.l0 3 0. 0 3 0 9 38 .31 '50.52 0.59 0.64 .82 0.67 0.40 0.34 0.2 0. 0.08 D.o 0.04 z I P \ 1. ALL ROAD IMPROVEMENTS WILL BE TO V.D.O.T. STANDARDS
2. A FEMA FLOOD PLAIN DOES NOT EXIST ON THIS PLAT,
4' P� 0.10 O.t4 9 0.27 0.28 028 D31 0.33 4039 0.32 012 T D07 �3 \ `� 3. WATER AND SANITARY SEWER SERVICES ARE NOT IN THE
Pr ti> JURISDICTIONAL AREA OF THE ALBEMARLE COUNTY
G O O SERVICE AUTHORITY (ASCS)
Oryd 0.09 . 9 9 o.n INRLET� o.n
0.18 0a9 0.21 oae .t 0.09 o.oe o. a 0.03 0.03 4. THE STORM WATER WILL BE MANAGED BY DROP INLETS AND LEVEL SPREADERS
AND DIRECTED TOWARD THE RETENTION PIPE AND BIORETENTION
0.07 0. 0.1 1tOTI1B 41 ,2 0.07 .os 0.oa o�97 `�o.O TOTAL SITE AREA CONTROL FACILITIES AND RELEASED TOWARD THE RAILROAD
ORE•T�N TOTAL AREA = 88,688 SQ.FT. UNDER THE SAME CONDITIONS THAT EXIST AT THIS TIME
w TOTAL IMPERVIOUS PARKING AND VEHICULAR IMPERVIOUS AREA PRIOR TO CDNSTRUCTION.
z 1 5. SIGN WILL BE SIZED AND INSTALLED TO CODE. (PERMIT REQUIRED)
o. o.0'�S' �• 0D8 oe .08 0.08 0.07 0.06 0.05 0.04 0.0 TOTAL IMPERVIOUS AREA
AREA SQ.FT.
z MLLE 6. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY
w S FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE
u 0.04 0. jg.o�NpRbb� o.os a TOTAL IMPERVIOUS AREA = 49,057 SQ.FT. SHIELDED WITH LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE
O NUMBER 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. �\�
O 0.04 0.05 0.04 0A4 0.03 0.04 .4
BENCH MARK/DATUM, 7. SITE IS NOT IN RESERVOIR WATERSHED
(
VV BENCHMARK IS LOCATED IN FRONT OF
1/4',1' POWER POLE NEAR FRONT WEST PROPERTY CORNER 6. SITE IS NOT IN ZONE A (100 YEAR FLOOD PLAIN)
220#/SY SM -2A SURFACE SLOPE TO ACCORDING TO FEMA
MATCH GRADING PLAN TYPICAL 5' CONCRETE SIDEWALK ON STATE ROUTE 22. A PAIR OF NAILS
CG -2 .
WITH 2' MIN. STONE BASE(TYPE 21-A) IN AT BASE OF POLE ELEV =385,16
SJ ti,
��•�' �����`v..: �+.,'`...4 6X6 WELDED WIRE MESH REINFORCING
COUNTY APPROVAL BLOCK TOPOGRAPHY,
TOPOGRAPHIC MAPPING PROVIDED BY
SUBGRADE=CBR MIN, 10 DEPARTMENT OF ENGINEERING DATE GLOECKNER & OSBORNE, INC.
8' ACG. BASE(TYPE 21A) PLANNING AND COMMUNITY DEVELOPMENT DATE LAND SURVEYING
F
TYPICAL PARKING LOT SECTION DEPARTMENT OF ZONING DATE GLOECKNER & OSBORNE, INC. CHARLOTTESVILLE, VA, PROFESSIONAL LAND SURVEYOR O
N.T.S.
FIRE OFFICER DATE SITE PLAN PREPARATION,
THIS DOCUMENT WAS PREPARED BY -KURT M. GLOECKNER PROFESSIONAL ENGINEER
DATE
NOVEMBER 30, 1998
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