HomeMy WebLinkAboutSDP200400004 Plan - Approved Letter of Revision 3 2016-08-24SHOPPING CENTER LAZY PARROT GRILL
LETTER OF REVISION
TO AMEND SITE PLAN SIGNED ON JANUARY 18, 1994
THIS LETTER OF REVISION AMENDS THE MINOR SITE PLAN AMENDMENT SDP20040004 - PANTOPS SHOPPING CENTER - FLOWER SHOP
(APPROVED 7/1/2004) AND HAS HAD TWO PREVIOUS LETTERS OF REVISION: LOR #1 REVISED THE OUTDOOR DISPLAY AND SALES
AREA (APPROVED 11/16/2006) AND LOR #2 PERMITTED THE INSTALLATION OF A CONCRETE SLAB EXTENSION (APPROVED 7/21/2011).
THIS APPLICATION IS THE THIRD AND FINAL LETTER OF REVISION FOR THIS SITE.
RETAIURESTAU RANT ADDITION
ONE STOREY MASONRY AND STEEL FRAME ADDITION --1000 SQUARE FEET (GROSS)
2012 INTERNATIONAL BUILDING CODE (WITH VIRGINIA AMENDMENTS) USE GROUP A2: CONSTRUCTION TYPE II -B
INDEX OF SHEETS
AO COVER 5HEET
5P1 EXISTING/DEMOLITION 51TE PLAN
5P2 NEW SITE PLAN
51=5 LAND50APE PLAN
SP4 NOTES AND DETAILS
Al FLOOR PLAN/ROOF PLAN (1/4" = 1'-019
A2 ELEVATION5 (5/16" = 1'-019
A5 BUILDING SECTIONS (1/4" = 1'-019
A4 BUILDING 5ECTION (1/2" = I'—O")
A5 WALL 5ECTION5
A6 WALL DETA I L5
51 FOUNDATION PLAN
52 FRAMING PLAN
55 FRAME ELEVATIONS
54 STRUCTURAL DETA I L5
a� _ 12,c�v► S or, -0_
uIt
;Ie4* S�P2oog oao 3�
—�= �-7
3 ;L t -
FIRE MARSHAL
DATE
PLANNING DEPT. DATE
ZONING DEPT. DATE
ZONING: PDSC
TAX MAP: 78
PARCEL: 17D
OWNER: RIVERVEND LIMITED PARTNERSHIP
c/o GREAT EASTERN MANAGEMENT COMPANY
P.O. BOX 5526
CHARLOTTESVILLE, VA 22905
CONTACT: DAVID MITCHELL
(434) 296-4141
ARCHITECT: SHANK & GRAY ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE, VA 22902
ENGINEERING DEPT. DATE
INSPECTIONS DEPT. DATE
ACSA
DATE
GENERAL CONSTRUCTION NOTES:
ONE STORY BUILDING - SLAB -ON -GRADE
MASONRY WALLS WITH BRICK EXTERIOR (SMALL
AREAS OF SYNTHETIC STUCCO FOR ACCENT).
STEEL ROOF FRAMING
ROOFING METAL STANDING SEAM
DEVELOPMENT STATISTICS
EXISTING SQ.FT. 183,031
SQUARE FEET GROSS
NEW RETAIL SPACE 1,087
SQUARE FEET GROSS 2820
1,135
SQUARE FEET (PATIO)
2,222
NEW RETAIL SPACE
185,253
TOTAL GROSS SQUARE FEET
TOTAL AREA OF IMPERVIOUS DEVELOPMENT
NEW BUILDING
1087 SQ. FT.
EXISTING PAVING REMOVED
0 SQ. FT.
PORTION OF BUILDING
ON EXISTING IMPERIVIOUS
971 SQ.FT.
NET INCREASE IN IMPERVIOUS
DEVELOPMENT:
116 SQ.FT.
PARKING
ADDED 0 SPACES TOTAL (0 HANDICAPPED)
REMOVED 3 SPACES
TOTAL CHANGE -3 SPACES REMOVED
TOTAL SHOPPING CENTER PARKING -
971 EXISTING
3REMOVED
REMAINING
968 TOTAL
REQUIRED SPACES
185,253 SQ. FT. RETAILJ1000 SQ.FT. = 185.253
185.253 Qa 4.75 = 880 REQUIRED SPACES
968 SPACES PROVIDED
880 REQUIRED PARKING SPACES
88 EXCESS PARKING SPACES
SQUARE FEET NET
(80% OF GROSS)
FROFOSED
ADD 171 ON -
SHOPPING GENTER
Sill TE PLAN,
I = 100'-0"
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 2950131
(434) 295 0338
Fax
MAI V PARROT
GRILL
PANTOPS S.C.
commission 16001
date
revisions
15 MAY 2016
COVER SHEET
I G:\Pantops\LazyParrot\Master\sheets\AO.dwg
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295-0131
(434) 295 0338
Fax
LRlV PRRROT
GRILL
PANTOPS S.C.
CHARLOTTESVILLE
VIRGINIA
commission 16001
date 15 MAY 2016
revisions
• 2 AUG 2016
(SITE DEMO PLAN
G:\Pantops\LazyParrot\Master\sheets\SP1.dwg
1
1
1 '1
/ 1 -_,_ --
1
II
II
II
II
`I
F-1
OII
II
0
3541.43' I I I I
II
EXISTING BUILDING FI
.A Al. II
BUILDING
3541.43'+
X
NEW A/C COMPRE55OR t ► -A k k 11 f'r4 1 v
ON GONG. SLAB
1 \
EXIST. MANHOLE
TOP: 356.2"1'
INV. OUT: 34'7.41'1'
EXIST.
24" ROP
(SATE #3
EXISTING
SIDEWALK
FENCE
EXISTIN(S CURB
s &UTTER
NEA CURB a
GUTTER
NEW ORNAMENTAL
LIGHT (SEE 1/5P4)
GATE #1
1
1 11 \
=AREA OF
EVINE
DETAILSP4
\\ t 111 NEW 3 x 5' CURB M
1 / DROP INLET BOX/MA
1 I / INVERT OUT: 348.20
11 (SEE VDOT DI -3A, 5F
...... . ....
X* ...... .........
1 ..
...................
:� ` ::............
1 ,.... • �> • iii j� • X 0-
' \ NEW EXI5TIN6
/ FENCE
\ XISTIN6 516N
01
1
\ 1
1
HAND I CAP PARKI N6
516N (TYP. OF TWO)
SEE SHEET AO FOR DEVELOPMENT
STATISTICS AND PARKING CALCULATIONS
NEW (RELOCATED) HAND I CAP PARKI N6
SPACES. MARK WITH PAINTED SYMBOL
AND POST MOUNTED 516N5.
NOTE:
SITE PLAN SHOW5 EXISTING CONTOURS.
THERE WILL BE NO CHANGE IN CONTOURS
WITH THI5 BUILDING ADDITION.
L16HT FIXTURE WILL NOT EMIT
3,000 OR MORE LUMENS
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP
THAT EMITS 3,000 OR MORE INITIAL LUMEN5 SHALL
BE A FULL CUTOFF LUMINAIRE AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROAD. THE SPILLOVER OF LI&HTIN6
FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY
IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS
SHALL NOT EXCEED ONE HALF FOOTCANDLE.
NEN
5 171! FLAN PLAN
1 11= 10 1_0 1I
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295-0131
(434) 295 0338
Fax
LAlV PRRROT
GRILL
PANTOPS S.C.
CHARLOTTESVILLE
VIRGINIA
commission 16001
date
revisions
15 MAY 2016
NEW SITE PLAN
G:\Pantops\LazyParrot\Master\sheets\SP2.dwg
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 2950131
(434) 295 0338
Fax
LAIV PRRROT
GRILL
PANTOPS S.C.
CHARLOTTESVILLE
VIRGINIA
commission 16001
date 13 MAY 2016
revisions
• 2 AUG 2016
LANDSCAPE PLAN
I G:\Pantops\LazyParrot\Master\sheets\SP3.dwg I
DI -3A
D1 -5A
DI -3A, 3B, 3C
PYPANQInI4 .INNT ,
EXPANSION KEYED s�
FOR DETAILS OF INLET JOINT CONST. BARS D
FRAME & COVER Y rs
BACK OF SIDEWALK JOINT
SEE STANDARD IC 2. i- BAR G
C 6I i i iBARS B o w
F i o. OOf
II II L BAR F L BAR A
II��,�II BARS D GUTTER FACE OF CURB
Ct RQCK CONTROL JOINT CRACK CONTROL JOINT -
]w1 I
3'-0"
PLAN
[--A
-VARIABLE - MAX.
1 1 - --------------
BARS
-------------BARS E L.- B cv
1 _*3" DIAMETER
WEEP HOLE FRONT ELEVATION
(GUTTER REMOVED)
10' MAX.
BAR C-2„
" 1 SUBBASE
A -A
--i
(-
HARDWARE
2`10" WARPED
_
CLOTH
+
x
BARS F I
WEEP HOLE.
a
Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G
I
I
SEE NOTE E
Ft.
Sq. Ft.
STEPS.'SE
No.
Lin. Ft.
18"�
NOTE 5
.7.
Lin. Ft. No.
Lin. Ft.
,,_R„ 181
0°
---- -- 11/x„ I )-U
8 8"
5X1jq" BENTWE SECTION B -B
TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDSL2%2"X2/2"XI/4"
TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS, GALVANIZED
TYPE A TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C.
CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C -C.
APPR. PAVEMENT
iDi -3A L ;DI -36 L DV -3C L WARPED PAVEMENT
77
I FLOW FLOW ( FLOIF I
W
1 1 1 1 DETAIL WHEN USED
1 1
1 1 FOR USE ON GRADES ADJACENT TO CURB
1 1 FOR USE IN SAGS WITHOUT GUTTER
- - - - - - - - BOTH SIDES TO BE SYMMETRICAL
ZVDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS
STANDARD CURB DROP INLET REFERENCE
SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233
104._ 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
09
TABLE OF QUANTITIES
DI -3A, 3B, 3C
TYPE
SECTION
A -A
--i
(-
KEYED CONST. JOINT
2`10" WARPED
STEEL
2
GUTTER
x
AND SPECIFIED ON THE PLANS WILL BE
BARS A APPROACH
GUTTER
SETTLEMENT.
Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G
WEIGHT
7.00 LBS
Ft.
Sq. Ft.
Cu. Yda.
No.
Lin. Ft.
No.
Lin. Ft. )IE
.7.
Lin. Ft. No.
Lin. Ft.
No.
0°
No.
D BARS E
No.
Lin. FtA
BARS B
BARS F
2'-6"
1.15
---- -- 11/x„ I )-U
8 8"
5X1jq" BENTWE SECTION B -B
TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDSL2%2"X2/2"XI/4"
TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS, GALVANIZED
TYPE A TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C.
CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C -C.
APPR. PAVEMENT
iDi -3A L ;DI -36 L DV -3C L WARPED PAVEMENT
77
I FLOW FLOW ( FLOIF I
W
1 1 1 1 DETAIL WHEN USED
1 1
1 1 FOR USE ON GRADES ADJACENT TO CURB
1 1 FOR USE IN SAGS WITHOUT GUTTER
- - - - - - - - BOTH SIDES TO BE SYMMETRICAL
ZVDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS
STANDARD CURB DROP INLET REFERENCE
SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233
104._ 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
09
TABLE OF QUANTITIES
DI -3A, 3B, 3C
TYPE
L
AREA OF
SLOT
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
#k 4 X 8" SMOOTH DOWELS AT APPROXIMATELY
REINFORCING
STEEL
2. THE "H" DIMENSION SHOWN ON THE STANDARDS
TO ABUTTING CONCRETE TO PREVENT
AND SPECIFIED ON THE PLANS WILL BE
SETTLEMENT.
Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G
WEIGHT
7.00 LBS
Ft.
Sq. Ft.
Cu. Yda.
No.
Lin. Ft.
No.
Lin. Ft. )IE
No.
Lin. Ft. No.
Lin. Ft.
No.
Lin. Ft.*
No.
I Lin. Ft.*
No.
Lin. FtA
Lbs.
DI -3A
2'-6"
1.15
2.26
-
-
-
-
1
5'-7"
3
3'-2"
-
-
-
-
6
1'- "
22
IN THE EVENT THE INVERT OF THE OUTFALL
4'
1.83
2.59
5
T-6"
2
6'-7" to' -10"
3
5'-7"
3
3'-2"
4
1'-6"
3
V-6"
4
V-0.1
64
12.
6'
1 2.75
3.02
5
3'-6"
6
'-71. tQ §._10.1
3
5'-7"
3
3'-2"
4
3'-6"
3
V-6"
4
'- "
111
STANDARD INLETS MAY BE CONSTRUCTED WITH
8'
3.67
3.46
5
5'-6"
10
W-711 to 61-10"
3
5'-7"
3
3'-2"
4
5'-6"
3
1'-6"
4
T - O"
158
DI -38
10'
4.58
3.90
5
7'-6"
14
6'-7" to W-10"
3
5'-7"
3
3'-2"
4
7'-6"
3
V-6"
4
V-0-1
204
12'
5.50
4.34
5
1 W-6"
18
6'-7" to W-10"
3
1 5'-7"
3
3'-2"
4
1 9'-6"
3
V-6"
4
11-01.
251
Lamp Type
14'
6.42
4.78
5
11'-6"
22
'- 61-10-1
3
5'-7"
3
3'-2"
4
11'-6"
3
1'-6"
4
T-01.
298
FOOTING
16'
7.33
5.22
5
13'-6"
26
6'-7" to W-10"
3
5'-7"
3
3'-2"
4
13'-6"
3
V-6"
4
18'8.25
5.66
5
15'-6"
30
'- 61 10 "
3
5'-7"
3
3'-2"
4
15'-6"
3
1'-6"
4
1'- "391
20'
9.17
6.09
5
17'-6"
34
6'-7" to 61-10"
3
5'-7"
3
3'-2"
4
17'-6"
3
1'-6"
4
-
438
6'
2.75
3.01
10
1'-9"
4
6'-7" to 6'-10"
5
5'-7"
3
3'-2"
8
11-9"
6
11•6"
2
11-0.1
111
W
3.67
3.45
10
2'-9"
8
6'-7" to W-110"
5
5'-7"
3
3'-2"
8
2'-9"
6
V-6"
2
11-01,
15
10'
4.58
3.89
10
3'-9"
12
6'-7" to W-10"
5
1 5'-7"
3
3'-2"
8
3'-9"
6
V-6"
2
-
5
12'
5.50
4.33
10
4'-9"
16
6'-7" o W-10"
5
5'-7"
3
3'-2"
8
4'-9"
6
V-6"
2
'- "
252
DI -3C
14'
6.42
4.77
10
5'-9"
20
W-7" to 6'-10"
5
5'-7"
3
3'-2"
8
5'-9"
6
1'-6"
2
'- "
298
16'
7.33
5.21
10
6'-9"
24
6'-7" o 6'-1
5
5'-7"
3
3'-2"
8
6'-9"
6
1'-6"
2
-01,
18'
8.25
5.65
10
7'-9"
28
6'-7" to 6'-10"
5
5'-7"
3
3'-2"
8
7'-9"
6
V-6"
20'
9.17
6.09
10
8'-9"
R
6'-7" to 6'-10"
5
5'-7"
3
3'-2"
8
8'-9"
ERENCE STANDARD CURB DROP INLET
233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8'
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
15. THIS AREA MAY BE EARTHEN, IN WHICH CASE
THE EXPANSION JOINTS WILL APPLY ONLY TO
CURB AND GUTTER.
16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
DISPLACED BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIFFERENT DEPTHS ADD OR SUBTRACT 0.32
CUBIC YARDS OF CONCRETE FOR EACH FOOT
OF DEPTH.
17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
OF 2 IS TO BE L +16" AT 4.10 LBS./FT..
18. * DENOTES LENGTH OF ONE (1) BAR.
19. ALL REINFORCING BARS TO BE * 5.
20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF
INLET IS TO BE SHAPED TO CONFORM TO
PROPOSED CURB.
♦VDOT
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 2 OF 2
• II 104.,10 _
Caterham Collection
Outdoor Post Mt 1 Lt OZ
49646OZ (Olde Bronze)
Dimensions
Height 16.75"
- - --- --- -_-
Width 10.00"
AlternateLamps
Lamp Included Bulb Listing Light Source
No Hybrid CFL
Kichter
7'? EaM Peasant v liey RoaJ
Cle,ea d.Ohio 713 801C
Toll trete 866.55R, 1. or'r rL1ar
PARKING LOT PAVIN6
n I7ETA I L
PN.T.S.
Project Name:
Location
Type:
Qty:
Comments:
Ordering Information
Product ID
4964602
NOTES
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
#k 4 X 8" SMOOTH DOWELS AT APPROXIMATELY
12" C -C TO BE PLACED IN ALL AREAS ADJACENT
2. THE "H" DIMENSION SHOWN ON THE STANDARDS
TO ABUTTING CONCRETE TO PREVENT
AND SPECIFIED ON THE PLANS WILL BE
SETTLEMENT.
MEASURED FROM THE INVERT OF THE OUTFALL
Weight
7.00 LBS
PIPE TO THE TOP OF THE STRUCTURE.
8,
3" DIAMETER WEEP HOLE TO BE LOCATED TO
PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY
DRAIN SUBBASE MATERIAL. WEEP HOLTE WITH
FOR ESTIMATING PURPOSES AND THE ACTUAL
12"X12" PLASTIC HARDWARE CLOTH 1/' MESH
DIMENSIONS SHALL BE DETERMINED BY THE
OR GALVANIZED STEEL WIRE, MINIMUM WIRE
CONTRACTOR FROM FIELD CONDITIONS.
OUTDOORT
�-LIGHT
DIAMETER 0.03", NUMBER 4 MESH HARDWARE
_-
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
BY
OF THE STRUCTURE.
TO BE SHAPED IN ACCORDANCE WITH STANDARD
IS -1. THE COST OF FURNISHING AND PLACING ALL
9.
ALL REINFORCING STEEL SHALL HAVE A MIN.
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
COVER OF 2".
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
W/LED BULB
Electrical
10.
ALL REINFORCING STEEL TO BE CUT CLEAR OF
IN THE EVENT THE INVERT OF THE OUTFALL
ALL OPENINGS BY 2".
4. PIPE IS HIGHER THAN THE BOTTOM OF THE
Voltage - -
120V _
STRUCTURE, THE INVERT OF THE STRUCTURE
11.
CAST -IN PLACE CONCRETE IS TO BE CLASS A3
SHALL BE SHAPED WITH CEMENT MORTAR TO
OUTPUT) 2'100K
(3000 PSI). PRECAST CONCRETE IS TO BE
PREVENT STANDING OR PONDING OF WATER
4000 PSI.
IN THE STRUCTURE. THE COST OF FURNISHING
COLOR RANGE
AND PLACING ALL MATERIALS INCIDENTAL TO
12.
LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE
THE SHAPING IS TO BE INCLUDED IN THE BID
SHOWN ON PLANS.
PRICE FOR THE STRUCTURE.
Safety Rated
Wet
13.
IF INLET IS CONSTRUCTED IN MEDIAN CURB OR
5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0"
All
SURFACE
WITH INTEGRAL CURB, GUTTER IS TO BE
OR GREATER. FOR DETAILS SEE STANDARD ST -1.
OMITTED (SEE DETAIL).
6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE.
14.
STANDARD INLETS MAY BE CONSTRUCTED WITH
_
_
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING DI -MB.
ERENCE STANDARD CURB DROP INLET
233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8'
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
15. THIS AREA MAY BE EARTHEN, IN WHICH CASE
THE EXPANSION JOINTS WILL APPLY ONLY TO
CURB AND GUTTER.
16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
DISPLACED BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIFFERENT DEPTHS ADD OR SUBTRACT 0.32
CUBIC YARDS OF CONCRETE FOR EACH FOOT
OF DEPTH.
17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
OF 2 IS TO BE L +16" AT 4.10 LBS./FT..
18. * DENOTES LENGTH OF ONE (1) BAR.
19. ALL REINFORCING BARS TO BE * 5.
20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF
INLET IS TO BE SHAPED TO CONFORM TO
PROPOSED CURB.
♦VDOT
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 2 OF 2
• II 104.,10 _
Caterham Collection
Outdoor Post Mt 1 Lt OZ
49646OZ (Olde Bronze)
Dimensions
Height 16.75"
- - --- --- -_-
Width 10.00"
AlternateLamps
Lamp Included Bulb Listing Light Source
No Hybrid CFL
Kichter
7'? EaM Peasant v liey RoaJ
Cle,ea d.Ohio 713 801C
Toll trete 866.55R, 1. or'r rL1ar
PARKING LOT PAVIN6
n I7ETA I L
PN.T.S.
Project Name:
Location
Type:
Qty:
Comments:
Ordering Information
Product ID
4964602
Finish
Olde Bronze
Collection
Caterham Collection
Dimensions
Weight
7.00 LBS
Specifications
Mate
Material.
Aluminum
OUTDOORT
�-LIGHT
- .-___ _ _ . --._- _
_-
BY
Glass Description
Satin Etched Cased Opal
KICHLER
W/LED BULB
Electrical
(100 A EQUIVALENT
Voltage - -
120V _
OUTPUT) 2'100K
-------------- -------------------------
------------------------ --
COLOR RANGE
Qualifications
Safety Rated
Wet
All
SURFACE
Warranty
www.kichier.com/warranty
MOUNTED P05T
_
_
(BLACK)
Primary Lamping
Light Source
Incandescent
Lamp Included
Not Included
Q
Number of Lights/LEDs
1
Max or Nominal Watt
100W
- ----- -------------- ___
Socket Wire
.. __-------- - --- --- ----------- --._._- ..
105
Socket Type
... ...... - - ...-_._-..
Medium
Lamp Type
A19
- .... -- .... - - --- --- ------------ _ ......... --- - ... - _.. .. -
Max Wattage/Range Bulb Product ID Dimming
-.._. . _
1211 os ROUND
POURED GONG.
_ 23-30W - - -
- _ -
FOOTING
Notes:
I I I itc m'at'"n p <"'d d :s subject to cnanq',ut ncf
Ail lalues a,o de iqh ur typical ialues Mier m1asilled w,der
�a rpt try- 'zid,vo,s.
21 t anaescen Equlvalen!- The 'nea,descent eql vol It 3s
u 5 nted is i Iu oro 1u to numb,r and .s FP rW _wEn ;e ..nlv.
,1111110A rim,
I I I
1 I I
I
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EXTERIOR LI6HT POST
E-ImEVATION-
1/211 _ 11_011
LIGHT FIXTURE RILL NOT EMIT
5,000 OR MORE LUMENS
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTESVILLE
VIRGINIA 22902
(434) 295-0131
(434) 295 0338
Fax
LRlV PRRROT
GRILL
PANTOPS S.C.
CHARLOTTESVILLE
VI RGI N IA
commission 16001
date 13 MAY 2016
revisions
NOTES &DETAILS
I G,\Pantops\LazyParrot\Master\sheetslSP4.dwg