1=10' · bio-retention area tree pit with ground covers and shrubs light fixture (typ.) type a...
TRANSCRIPT
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SD
SD
LANDSCAPE AREA
CONCRETE PAVING
TREE PIT MIN 6' WIDE AND 12' LONG
WITH GROUND COVERS AND SHRUBS
TREE GUARD (TYP.)
BENCH (TYP.)
BIKE RACK (TYP.)
TWO (2) AT THIS LOCATION
2'-0" "SHY ZONE"
WITH UNIT PAVING
6'-0" "CLEAR ZONE"
CONCRETE PAVEMENT WITH
3' X 3' SCORING PATTERN
3'-6" "FURNITURE ZONE"
WITH UNIT PAVING
TREE PIT WITH
GROUND COVERS AND SHRUBS
2'-0" "SHY ZONE"
UNIT PAVING
6'-0" "CLEAR ZONE"
CONCRETE PAVEMENT WITH
3' X 3' SCORING PATTERN
MAX. 3'-6" "FURNITURE ZONE"
UNIT PAVING
EXISTING TRANSFORMER
TO REMAIN
EXISTING BUS SHELTER
TO REMAIN OR REMOVE
AS PER COUNTY'S DIRECTION
PROPERTY LINE
PROPOSED SWM VAULT.
SEE CIVIL
POTENTIAL
BIO-RETENTION AREA
TREE PIT WITH
GROUND COVERS AND SHRUBS
LIGHT FIXTURE (TYP.)
TYPE A
TREE PIT WITH
GROUND COVERS AND SHRUBS
HANDICAP RAMP WITH
DETECTABLE PAVING
SEE CIVIL FOR RAMP DETAILS.
SIGHT TRIANGLE
SEE CIVIL
SO
UT
H LIN
CO
LN
S
TR
EE
T
EVERGREEN TREES
47'-1"
30'-0"30'-0" 30'-0" 30'-0"
24' - 0"
33'-2"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
PLANTER SUBDRAIN
BIKE RACK (TYP.)
THREE AT THIS LOCATION
LIGHT FIXTURE (TYP.)
TYPE B
PLANTER SUBDRAIN
TRASH CAN (TYP.)
8' WIDE PARKING
EVERGREEN TREES FOR
REPLACEMENT OF TREE
#26.1 APPROVAL NEEDED
FROM NEIGHBORING
PROPERTY
BRICK WALL
WITH WOODEN FENCE TYPE 2
COLUMBIA PIKE
PARKING
GUTTER PAN
CURB
PLANTING ZONE
CLEAR ZONE
FURNITURE ZONE
SHY ZONE
8'-0
"
1'-6
"
6"
6'-0
"6
'-0
"
3'-4
1 2
"
2'-0
"
SH
Y Z
ON
E
LIGHT POLE
BIKE RACKS
TRASH CAN
CONCRETE PAVING
UNIT PAVERS
BENCH
: UTILITIES
S
D
T
E
6'-0
"
1'-6
"
6"
6'-0
"
4'-1
0"
2'-0
"
PARKING
GUTTER PAN
CURB
PLANTING ZONE
CLEAR ZONE
FURNITURE ZONE
SHY ZONE
SO
UT
H LIN
CO
LN
S
TR
EE
T
0 10' 20' 40' 60'
REFER ENLARGEMENT 1/L101
1
TYPICAL ENLAGEMENT: COLUMBIA PIKE
1"=10'
LEGEND:
2
TYPICAL ENLAGEMENT: SOUTH LINCOLN STREET
1"=10'
PLANTER CURB
PERGOLA
BENCH
UNIT PAVING
ON STRUCTURE
SEAT WALL
BUILT-IN PLANTER - 1241 SF;
TREES, SHRUBS, PERENNIALS &
GROUNDCOVER
BUILT-IN PLANTER - 543 SF;
SHRUBS, PERENNIALS, & GROUNDCOVER
(POTENTIAL BIO-RETENTION AREA)
EGRESS GATE
EGRESS GATE
BUILT-IN PLANTER - 1370 SF;
SHRUBS, PERENNIALS & GROUNDCOVER
BUILT-IN PLANTER - 612 SF;
SHRUBS, PERENNIALS & GROUNDCOVER
BUILT-IN PLANTER - 706 SF;
SHRUBS, PERENNIALS & GROUNDCOVER
938 SF
42" GUARD RAIL
UNIT PAVING
ON STRUCTURE
938 SF
0 5' 10' 20' 30'
2
20 YEAR CANOPY COVERAGE CALCULATIONS
1
TREE REPLACEMENT CALCULATIONS
TRENCH DRAIN
PLANTER DRAIN
PLANTING
PLANTING
PLANTING
PLANTING
TRENCH DRAIN
VARIES 1% TO 1.5%
0 5' 10' 20' 30'
LEGEND:
PAVEMENT DRAIN
TRENCH DRAIN
RIDGE
GUARD RAIL
4'-0"
1'-0"
3'-6"
PLANTING SOIL
DRAINAGE GRAVEL
CONCRETE UNIT
PAVERS OR OTHER
APPROVED SURFACE
PLANTING SOIL
2'-0"
STRUCTURAL FILL
PLANTER CURB
PLANTER CURB
VARIES
5'-6" AT THE TREE
VARIES SEE PLAN
2'-0"
VARIES SEE PLAN
2'-0"
VARIES SEE PLAN
VARIES SEE PLAN
CONCRETE UNIT
PAVERS OR OTHER
APPROVED SURFACE
PLANTING SOIL
STRUCTURAL FILL
SEAT WALL BEYOND
SEAT WALL BEYOND
1
SECTION 1
3/8"=1'-0"
2
SECTION 1
3/8"=1'-0"
4"
LINE OF ADJACENT
CONSTRUCTION
2"
NOTES:
1. EDGE RESTRAINT: 2
1
2
x 4 x
3
16
" GALVANIZED STEEL ANGLE, AFFIXED TO TOP OF SLAB W/ EXPANSION
ANCHORS, MIN. 24" O.C. INSTALL PAVER COURSES IN STRAIGHT LINES AND TRUE ARCS AND
TANGENTS.
1. FOR ALL CUTS, REPLICATE EDGE CONDITION OF UNCUT UNIT.
2. INSTALL CUT UNITS MIN. 10 UNITS FROM ENDS OF COURSE. CUT UNITS LESS THAN
1
2
PAVER DIMENSION
ARE PROHIBITED. REMOVE CUT UNIT AND 2 ADJACENT UNITS; INSTALL 3 EQUAL CUT UNITS.
3. FOR RADIAL COURSES, INSTALL SYMMETRICALLY CUT UNITS AT REGULAR INTERVALS. CUT EACH UNIT
FOR SMALLER RADII AND AS DIRECTED BY ARCHITECT.
1
16
-
1
8
" HAND TIGHT SAND-SWEPT JOINTS
ASTM C144 FOR FINE AGGREGATE
UNIT PAVERS
SAND SETTING BED
ASTM C33 FOR FINE AGGREGATE
EDGE RESTRAINT
CIP CONCRETE BASE
6x6 W2.0xW2.0 WWF
WATERPROOFING & SLAB DRAINAGE
REFER TO ARCHITECTURAL DETAILS
STRUCTURAL SLAB
REFER TO ARCHITECTURAL PLANS
SEPARATION GEOTEXTILE
TURN UP AT EDGES
STRUCTURAL FILL
REFER TO ARCHITECTURAL DETAILS
ADJACENT PLANTER
EXPANSION JOINT
DELETE DOWEL
1"
8'-0" O.C.
(TYP.)
PRESET 2" Ø PVC WEEP,
PEA GRAVEL FILL (TYP.)
4"
4"
4" 4"
6"
LINE OF ADJACENT WALL OR CURB
CIP CONCRETE
MEDIUM BROOM FINISH
SWEEP PERPENDICULAR TO
DIRECTION OF TRAFFIC
6x6 W2.1xW2.1 WWF
W/ CONTINUOUS CHARS
2"
COMPACTED DENSELY GRADED AGGREGATE
VDOT 21-A (TYP.)
COMPACTED SUBGRADE
PER SPECIFICATIONS
NOTES:
1. REFER TO PLAN FOR JOINT TYPES.
6 MIL VAPOR BARRIER
BACKER ROD W/ BUFF
COLOR SEALANT.
3
8" TOOLED JOINT,
1
4
DEPTH OF SLAB.
EXPANSION/ISOLATION JOINT
(EJ)
CONTROL/CONTRACTION JOINT
(CJ)
NOTES:
1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" UNLESS OTHERWISE INDICATED.
2. INSTALL EXPANSION JOINTS @ 20'-0" INTERVALS MAX., UNLESS OTHERWISE INDICATED, AND
WHERE SLAB MEETS ANY ADJACENT STRUCTURE.
3. TOOL ALL EXPOSED EDGES W/
1
4" RADIUS.
4. RECESS EXPANSION JOINTS
1
4" BELOW FINISH GRADE.
5. SAWCUT JOINTS ARE PROHIBITED.
LAYOUT LINE (TYP.)
#5x12" REBAR. SLEEVED ONE END.
24" O.C. @ ADJOINING SLABS.
FORMED KEY
NO METAL KEY
KEYED CONSTRUCTION JOINT
(KJ)
8"
3
4
"
4"
3
8
"
EQ
.E
Q.
6"
BRICK VENEER MATCH ARCHITECTURE
ADJACENT PAVING
GRANITE COPING POLISHED TOP FINISH
3"
M
IN
.
2'-0"
STRUCTURAL SLAB
(SEE ARCHITECTURAL DRAWINGS)
WATERPROOFING & DRAINAGE BOARD
(SEE ARCHITECTURAL DRAWINGS)
REINFORCED CMU BACKER WALL
3
8
" SEALANT JOINT
TW
2'-0"
4"
6"
LINE OF ADJACENT
CONSTRUCTION
2"
1
16
-
1
8
" HAND TIGHT SAND-SWEPT JOINTS
ASTM C144 FOR FINE AGGREGATE
UNIT PAVERS
SAND SETTING BED
ASTM C33 FOR FINE AGGREGATE
EDGE RESTRAINT
CIP CONCRETE BASE
6x6 W2.0xW2.0 WWF
COMPACTED AGGREGATE
VDOT 21-A
COMPACTED SUBGRADE
1'-0"
8'-0" O.C.
(TYP.)
SEPARATION GEOTEXTILE
TURN UP AT EDGES
PRESET 2" Ø PVC WEEP,
PEA GRAVEL FILL (TYP.)
ADJACENT PLANTER
EXPANSION JOINT
DELETE DOWEL
1"
2"
8"
8"
CAST STONE CURB
C.I.P. RCC SUPPORT
WALL OR MASONRY
SUPPORT WALL AS
PER STRUCTURAL
ENGINEER.
DRAINAGE BOARD.
CLOSE & ANCHOR TO
WALL PER MFR'S
WRITTEN
SPECIFICATIONS
6'-0"
5'-6"
2"
2"
1"x4" BOARDS
4"x4" POST
2"x3" JOIST
4'-3"
4"
CONCRETE
COLLAR
ELEVATION: A
6"
BRICK VENEER
AS/ ARCHITECTURE
2"x3" JOIST
1"x4" BOARDS
GALVANIZED STEEL
PLATE
3
8
" THK. EMBEDDED
IN THE MASONRY BELOW
4'-3"
4"
1'-6"
4"
SECTION: B
2'-9"
INSIDE
OUTSIDE
4" BRICK VENEER
AS/ ARCHITECTURE
7'-0"
6'-0"
2"
2"
1"x4" BOARDS
4"x4" POST
2"x3" JOIST
INSIDE
OUTSIDE
PLAN
6'-0"
5'-6"
2"
2"
1"x4" BOARDS
4"x4" POST
2"x3" JOIST
7'-0"
4"
6"
ELEVATION
2"x3" JOIST
1"x4" BOARDS
CONCRETE
COLLAR
7'-0
"
4"
10
"
1"
INSIDE
OUTSIDE
SECTION C
1
UNIT PAVING ON STRUCTURE
1 1/2"=1'-0"
3
CONCRETE PAVING
1 1/2"=1'-0"
4
CONCRETE JOINTING
1 1/2"=1'-0"
5
SEAT WALL
3/4"=1'-0"
2
UNIT PAVING ON GRADE
1 1/2"=1'-0"
6
PLANTER CURB
1 1/2"=1'-0"
8
WOODEN FENCE: TYPE 2
1/2"=1'-0"
7
WOODEN FENCE: TYPE 1
1/2"=1'-0"
R
5
'-6
"
R
1
2
'-
0
"
2" X 6" STEEL BEAM
STEEL COLUMN
6" X 6"
STEEL JOISTS (2)
2" X 4"
PERLINS
1" X 2"
3
0
°
(T
Y
P
.)
R
1
1
'
-
0
"
CONCRETE FOOTING
PLANTER CURB
BASE PLATE
STEEL COLUMN
WOODEN BENCH
WOODEN BENCH
SEE 4/L303
PERLINS, (TYP.)
2" x 6" STEEL BEAM
9"O.C.
TYP.
10'-0"
6'-6"
6" x 6" STEEL COLUMN
BENCH FRAME
CONNECTED TO
PERGOLA COL.
BASE PLATE,
BOLTED TO CONCRETE FOOTING
ADJACENT PAVING
1'-6
1
2
"
ADJACENT
LANDSCAPE AREA
BENCH TYPE II SIM.
2" X 4" STEEL JOISTS
PLANTER CURB BEYOND
CONCRETE FOOTING AND
REINFORCEMENT AS PER
STRUCTURAL
BASE PLATE,
BOLTED TO CONCRETE FOOTING
ADJACENT PAVING
ADJACENT
LANDSCAPE AREA
STEEL SUPPORT
COMPOSITE WOOD MEMBERS
1'-9
1
4
"
1'-6
"
8"
PLANTER CURB BEYOND
1
2
"x
1
2
" TUBE STEEL
2" x 2" TUBE STEEL
2"x1" TUBE STEEL
5'-0"
1'-3
1 2
"
EQ. EQ.
1'-3" 1'-3"
2" x 2" POST
4" O.C. TYP.
NOTES:
1. ALL COMPONENTS ARE GALVANIZED STEEL, PAINTED BLACK TO MATCH
EXISTING, UNLESS OTHERWISE INDICATED.
2. ALL CONNECTION ARE SHOP WELDED UNLESS OTHERWISE INDICATED.
3. GRIND SMOOTH ALL WELDS AND PRIOR TO FINISHING.
3
8
" STAINLESS STEEL
EXPANSION ANCHORS (TYP.)
1'-3
1 2
"
1 2
"
1
2
" TUBE STEEL RING
5
TREE GUARD
1"=1'-0"
1
PERGOLA PLAN
3/8"=1'-0"
2
BENCH TYPE II PLAN
3/8"=1'-0"
3
PERGOLA SECTION
1"=1'-0"
4
BENCH TYPE II SECTION
1"=1'-0"
THICKENED SLAB
1'-2
1
8
"3'-0"
6
1
8
"
MIN.
10"
1'-9
3
8
"
112" O.D. SCHEDULE 40
GALVANIZED STEEL PIPE
REBAR LUGS BY MRF.
38" MAX. SEALANT JOINT(TYP.)
NOTES:
1. ADJUST LEVELING FEET TO SET RECEPTACLE PLUMB.
2. ANCHOR TO CONCRETE BASE AS INDICATED.
3. ORIENT RECEPTACLES TOWARD ADJACENT CURB AND VERIFY
4. SIDE DOOR, WHERE PRESENT, HAS FULL RANGE OF UNIMPEDED MOTION.
EXISTING RECEPTACLE
(VARIES)
UNIT PAVING
SIM.
SIMILAR TO
BENCH
ANCHOR
NOTES:
1. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED,
PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER
COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED
WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY
CURED PRIOR TO COATING, AVERAGES 8-10 MILS THICKNESS.
2. BASIS OF DESIGN: VICTOR STANLEY RB-28
3. OPTIONS: FREESTANDING, 1 ARM AT EACH END
4. WEIGH 235 POUNDS
BENCH
ANCHOR
NOTE:
1. ALL HARDWARE TO BE GALVANIZED
OR STAINLESS STEEL. PAINT TO
MATCH LEG.
2. PROVIDE (1) ANCHOR & WASHER PER
ANCHOR HOLE, AS REQUIRED BY
BENCH MFR; DROP-IN ANCHOR OR
SLEEVE ANCHOR W/ ACORN NUT.
3"
MIN
.
BASE COVER
POLE
NOTES:
1. THIS DETAIL IS FOR PAVEMENT CONDITIONS ADJACENT
TO LIGHT POLE. FOOTING DESIGN BY OTHERS.
2. VERIFY FOOTING DIAMETER W/ LIGHT MRF. &
STRUCTURAL REQUIREMENTS.
3. REFER TO SITE ELECTRICAL PLANS/SPECIFICATIONS &
POLE MFR. FOR ADDITIONAL INFORMATION.
GROUT SOLID. SLOPE TO DRAIN.
ADJACENT PAVING
PRESET CONDUIT & GROUNDING;
REFER TO SITE ELECTRICAL &
MFR'S WRITTEN SPECIFICATIONS
3
POLE LIGHT BASE
1" = 1'-0"
EXPANSION JOINT
(SIM.)
1
STREETLIGHT
NTS
2
STREETLIGHT - POLE
NTS
4
BIKE RACK
NTS
5
TRASH RECEPTACLE
1"=1'-0"
6
BENCH TYPE I
1 1/2"=1'-0"
1A
STREETLIGHT - TWIN ARM
NTS
4 1
2
36
7
4'-0
" M
IN
.
2'-6
" M
IN
.
NOTES:
1. INSTALL INSULATION AND/OR TOPPING SLAB, AS APPROVED BY
ARCHITECT, TO PROVIDE POSITIVE DRAINAGE TO ALL PLANTING AREA
DRAINS. WATERPROOF PER ARCHITECTURAL DETAILS.
4"
MIN
.
PRESET CONDUIT; REFER
TO ELECTRICAL PLANS
STRUCTURAL SLAB; REFER
TO STRUCTURAL PLANS
DRAIN; LOCATION/QUANTITES
VARY
TREE UPLIGHT
IRRIGATION PIPE
ON STRUCTURE SOIL MIX;
REFER TO SPECIFICATIONS
6 x 6 TIMBER DEADMAN, 3'-0"
LENGTH w/ 3/8"x4" EYEBOLTS;
GUY AS INDICATED
FILTER FABRIC
DRAINAGE AGGREGATE
DRAINAGE BOARD &
WATERPROOFING;
REFER TO ARCHITECTURAL
DETAILS.
MULCH
SINGLE STEM TREE
PLANTING (SIM.)
ROOT FLARE
PLANTING NOTES PLANTING SPECIFICATIONS LANDSCAPE MAINTENANCE MANAGEMENT PROGRAM
ARLINGTON COUNTY, VIRGINIADEPARTMENT OF ENVIRONMENTAL SERVICES
V I R G I N I AA R L I N G T O N
ORNAMENTAL CAST ALUMINUM TWIN LUMINAIRE ARM
LT-6
STREET LIGHTING FIXTURE - DETAILS - NOT TO SCALE
1/16" = 1'-0" E001
SUBMITTED DATE:
VV6754GG
VER. 10.24
ARLINGTON PRESBYTERIAN CHURCH
3507 COLUMBIA PIKEArlington County, Virginia
SHEET:
VIKA REVISIONS
PROJECT/FILE NO.
ENGINEERS
VIKA VIRGINIA LLC
W W W . V I K A . C O M
FAX (703) 761-27878180 GREENSBORO DRIVE SUITE 200
NO. DATECOUNTY REVISIONS
DESCRIPTION
ARLINGTON COUNTY, VIRGINIADEPARTMENT OF ENVIRONMENTAL SERVICES
SCALE:
DESIGNED:CHECKED:
PLANNERS LANDSCAPE ARCHITECTS SURVEYORS 3D LASER SCANNING
TYSONS, VIRGINIA 22102(703) 442-7800
MAY 15, 2015
REV. JULY 17, 2015
SITE PLAN: ELECTRICAL (PHOTOMETRIC PLAN)
UPUP
SO
UT
H L
INC
OLN
ST
RE
ET
(40'
VAR
IES)
COLUMBIA PIKE - RTE 244(WIDTH VARIES)
06
08
10
10
08
06
06
AA
A
A A A A A A
AA
EX
EXEXEXEXEXEX
EX
ZONE 4
ZONE 1
ZONE 2
ZONE 3
ZONE 5
ZONE 4
B
CCC
B
B
B
B
B
B
B
BFUT
FUT
FUT
FUT
3507 COLUMBIA PIKE
BFUT
EXR
EXREXR
STREET LIGHT METER
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1.2
1.3
1.4
1.5
1.5
1.5
1.4
1.3
1.3
1.3
1.3
1.5
1.6
1.7
1.6
1.5
1.3
1.4
1.4
1.4
1.5
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.4
1.5
1.5
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.5
1.5
1.4
1.3
1.3
1.3
1.3
1.4
1.5
1.6
1.6
1.5
1.4
1.4
1.4
1.4
1.5
1.7
1.7
1.6
1.4
1.3
1.3
1.3
1.3
1.4
1.4
1.5
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.4
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.5
1.6
1.7
1.6
1.5
1.3
1.4
1.4
1.4
1.5
1.6
1.6
1.5
1.4
1.3
1.4
1.4
1.4
1.5
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.4
1.4
1.6
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.4
1.5
1.7
1.5
1.4
1.4
1.4
1.4
1.5
1.7
1.7
1.7
1.5
1.4
1.4
1.4
1.4
1.4
1.6
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.4
1.5
1.4
1.3
1.3
1.3
1.2
1.3
1.4
1.6
1.5
1.4
1.3
1.3
1.3
1.2
1.4
1.6
1.6
1.4
1.3
1.3
1.2
1.2
1.3
1.4
1.3
1.3
1.2
1.1
1.1
1.2
1.3
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.4
1.6
1.4
1.3
1.2
1.2
1.2
1.3
1.5
1.6
1.4
1.3
1.3
1.2
1.2
1.4
1.6
1.5
1.4
1.3
1.3
1.3
1.4
1.5
1.7
1.4
1.3
1.3
1.4
1.4
1.5
1.6
2.0
1.4
1.3
1.3
1.4
1.4
1.4
1.4
1.7
1.5 1.4
1.6
2.0
1.4
1.6
2.0
2.2
2.3
2.1
1.6
1.8
2.1
2.2
2.3
1.8
2.1
2.4
2.2
2.4
2.0
2.5
2.3
1.3 1.5 1.4 1.0 1.5
1.4
1.7
1.4
1.2
1.6
1.5
1.3
1.5
1.5
1.4
1.5
1.5
1.4
1.6
1.5
1.7
1.5
1.5
1.5
1.3
1.5
1.6
1.5
1.8
1.7
1.6
1.6
1.6
1.6
1.6
1.6
1.7
1.6
1.7
1.6
1.5
1.5
1.5
1.5
1.7
1.6
1.8
1.6
1.6
1.6
1.6
1.6
1.7
1.6
1.8
1.7
1.7
1.6
1.7
1.4
1.7
1.6
1.7
1.8
1.5
1.9
2.0
1.6
1.8
2.0
2.1
2.2
2.1
2.1
1.8
1.3
1.0
0.8
0.9
1.1
1.6
1.7
1.9
2.1
2.2
2.1
2.1
1.8
1.3
1.1
1.0
1.1
1.4
1.3
1.5
1.8
1.3
0.9
0.8
0.9
1.0
1.3
1.4
1.2
1.3
1.0
0.7
0.6
2.0
2.3
1.4
1.3
1.0
0.9
1.0
1.2
1.3
1.3
1.7
1.5
1.1
0.9
0.8
0.9
1.2
1.4
1.3
1.5
1.1
0.7
0.5
1.4
1.4
1.5
1.2
0.8
0.5
0.9
0.7
0.2
0.2
0.8
0.5
0.2
0.2
0.9
0.7
0.2
0.2
0.9
0.9
0.3
0.2
0.8
0.6
0.2
0.2
0.7
0.4
0.2
0.2
0.8
0.6
0.2
0.2
0.9
0.8
0.3
0.2
0.9
0.7
0.2
0.2
0.5
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.2
0.3
0.2
0.3
0.3
0.5
0.3
0.4
0.5
0.7
0.4
0.5
0.7
0.9
0.5
0.6
0.8
1.0
1.8
1.7
1.4
1.1
1.0
1.8
1.6
1.4
1.2
1.1
1.2
1.2
1.5
1.3
1.2
1.3
1.1
0.9
1.0
1.1
1.3
1.5
1.2
1.9
1.6
1.5
1.4
1.2
1.2
1.2
1.3
1.2
1.2
1.2
1.2
1.1
1.1
1.2
1.2
1.4
1.1
1.2
1.1
1.1
1.0
1.1
1.1
1.5
1.2
1.1
1.2
0.9
0.6
0.5
2.4
2.1
1.7
1.5
1.6
1.3
1.3
1.3
1.3
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.2
1.2
1.1
1.1
1.2
1.3
1.1
1.1
1.0
0.8
0.7
0.8
0.7
0.8
0.9
1.0
1.4
0.9
2.4
2.1
1.8
1.6
1.8
1.3
1.4
1.3
1.1
1.0
1.0
1.1
1.3
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.3
1.2
1.2
1.2
1.2
1.0
1.0
0.9
0.8
0.9
0.9
0.9
0.9
0.8
0.9
1.1
0.9
0.9
1.0
1.1
1.5
1.3
1.2
1.3
1.1
0.9
0.9
1.0
1.2
1.5
1.1
1.2
1.2
1.1
0.9
0.8
0.8
0.9
1.1
1.1
1.1
1.0
0.9
0.7
0.8
0.7
1.5
1.4
1.5
1.2
0.9
0.7
0.7
0.8
1.0
1.3
1.2
1.0
1.1
0.9
0.6
0.6
0.5
1.2
0.8
0.5
0.3
0.3
3507 COLUMBIA PIKE
StatisticsDescription Symbol Avg Max Min Avg/MinMax/Min
1.Columbia Pike 1.4 fc 2.0 fc 1.1 fc 1.3:11.8:1
Luminaire Schedule
Label Quantity Manufacturer Catalog Number Description LampNumber Lamps
Lumens Per Lamp
Wattage
A 11 Relume Technologies
UA-S-D3-48-CW-UL-1Arlington Co. Standard"Carlyle" Street Light - 16ftPole (Black Finish), DoubleAcorn Globe Fixture
55.4 WATT LED 96 LED's 4476 110.8
Notes
2. S. Lincoln Crosswalk
3. S. Lincoln Street
2.0 fc
1.1 fc
1.5 fc
2.5 fc 1.4 fc 1.4:11.8:1
2.4 fc 0.3 fc 3.7:18.0:1
2.3 fc 0.5 fc 3.0:14.6:14. Sidewalks
0.4 fc 1.0 fc 0.1 fc 4.0:110.0:1
B 10
16 FOOT POLE19 FOOT MTG HT
MOUNTED ON BUILDING 14' MTG HTC 3 79 WATT LED 1 79
12 FOOT POLE13.5 FOOT MTG HT
Relume Technologies
UA-S-D3-48-CW-UL-1Arlington Co. Standard"Carlyle" Street Light - 12ftPole (Black Finish),Acorn Globe Fixture
55.4 WATT LED 48 LED's 4476 55.4
Lumark XTOR9A PC1 CBP LED WALL PACK5000K WITH PHOTOCONTROL
5. Private North Ally
7079
EX = Existing to RemainEXR = Relocated Existing Light Pole FUT = Future Light Pole
Symbol
SCHEDULES - NOT TO SCALE