Landscape - Arlingtonva
LEGEND: G
LIGHT POLE W
E
BIKE RACKS
G
S
BENCH
D
W
TRASH CAN G
EVERGREEN TREES FOR REPLACEMENT OF TREE #26.1 APPROVAL NEEDED FROM NEIGHBORING PROPERTY
T W
CONCRETE PAVING
G
UNIT PAVERS
W
BRICK WALL WITH WOODEN FENCE TYPE 2 G
W
: UTILITIES G W
W
G
CONCRETE PAVING W
G
G
TREE PIT MIN 6' WIDE AND 12' LONG WITH GROUND COVERS AND SHRUBS
W
G
TREE GUARD (TYP.)
G
W
G
E
LANDSCAPE AREA
OH W
E
E
W
HW
O
W
OHW
G
W
OHW
OHW
30'-0"
W
LIGHT FIXTURE (TYP.) TYPE A
E
E
E
G
E
E
OHW
OHW
E
E
E
E
OHW E
W
OHW
G
W
BIKE RACK (TYP.) TWO (2) AT THIS LOCATION
G
W
OHW
OHW
OHW
X
TREE PIT WITH GROUND COVERS AND SHRUBS
W
30'-0"
G
OHW
OHW
X
X
BENCH (TYP.)
W
OH W
OHW
X
X
E
OH
G
G
W OH
E
W
OH
30'-0"
W
TREE PIT WITH GROUND COVERS AND SHRUBS
PLANTING ZONE
G
OHW
OHW
OHW
W
G
OHW
W
30'-0"
OHW
2'-0"
3'-6" "FURNITURE ZONE" WITH UNIT PAVING TREE PIT WITH GROUND COVERS AND SHRUBS
CURB GUTTER PAN PARKING
W
OHW
W
E E
2
G
OHW E E E
T
E
W
E E
TYPICAL ENLAGEMENT: SOUTH LINCOLN STREET 1"=10'
W
T
W
E E
G
33'-2"
REFER ENLARGEMENT 1/L101
W
E
G
1" 3'-42
E
E E
8' WIDE PARKING
T
E E
G
W
W
TRASH CAN (TYP.)
FURNITURE ZONE CLEAR ZONE
T
E
T
SIGHT TRIANGLE SEEWCIVIL W 2'-0" "SHY ZONE" UNIT PAVING
E
E
E E W
W
W
W
E E
G
W
W
W
E
W
W
W
E E
W
W
W
G
W
W
W
W
W
W
W
W
T
E
E E
W
W
W
W
W
PLANTER SUBDRAIN
W
W
W
W
SD SD
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
G
G
G
G
PLANTING ZONE
W
W
W
E E
W
E
G
MAX. 3'-6" "FURNITURE ZONE" UNIT PAVING
G
W
BIKE RACK (TYP.) THREE AT THIS LOCATION
LIGHT FIXTURE (TYP.) TYPE B
T
W
E
G
E E
W
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH W W W 3' X 3' SCORING PATTERN W
W
W
E
W
T
W
E
W
PROPERTY LINE
W
W
E
W
W
W
1'-6"
W
8'-0"
W
6"
W
T
G
W
W
W
W
W
W
W W
HANDICAP RAMP WITH DETECTABLE PAVING SEE CIVIL FOR RAMP DETAILS.
T
24' - 0"
W
W
E
E
30'-0"
30'-0"
E
6'-0"
E
G
6'-0"
E
G
E
E
T
G
T
G
E E
30'-0"
E
E
E T
E T
T
ET
ET
ET
T
W
W
E
G
30'-0"
47'-1"
E
T
E
T
T
T
T
T
G
E
E E
T
TE
TE
T
T
T
T
T
T
TE
E
E E E E
G
W
E
W
T
EXISTING TRANSFORMER TO REMAIN EXISTING BUS SHELTER TO W W REMAIN W OR REMOVE W AS PER COUNTY'S DIRECTION W
SHY ZONE
T
E
W
1'-6"
G
E E
G
W OH
W
E
6"
SHY ZONE
PLANTER SUBDRAIN
E E
6'-0"
FURNITURE ZONE
2'-0" SHY ZONE
W
30'-0"
OHW
E E
OH
G
SOUTH LINCO
4'-10" 6'-0"
G
W
OHW
W
PROPOSED SWM VAULT. SEE CIVIL
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH 3' X 3' SCORING PATTERN
W
OHW
W
X
G
W
OHW
POTENTIAL OH AREA BIO-RETENTION W
OHW
OH W
W
OHW
OH W
OHW
OH W
LN STREET
G
W
CLEAR ZONE
2'-0" "SHY ZONE" WITH UNIT PAVING
W
W
OH
REET
W
OHW
OH
G
OH W
SOUTH LINCOLN S T
OH W OH W
OHW
EVERGREEN TREES
W
OH W OH W
30'-0"
OH
G
G
CURB
G
GUTTER PAN W
W
W
W
W
W
W
COLUMBIA PIKE
1 0
10'
20'
40'
60'
PARKING
TYPICAL ENLAGEMENT: COLUMBIA PIKE 1"=10'
PLANTER CURB
PERGOLA
EGRESS GATE
42" GUARD RAIL BUILT-IN PLANTER - 1241 SF; TREES, SHRUBS, PERENNIALS & GROUNDCOVER UNIT PAVING ON STRUCTURE 938 SF
BENCH
1
TREE REPLACEMENT CALCULATIONS
BUILT-IN PLANTER - 543 SF; SHRUBS, PERENNIALS, & GROUNDCOVER (POTENTIAL BIO-RETENTION AREA)
EGRESS GATE
BUILT-IN PLANTER - 706 SF; SHRUBS, PERENNIALS & GROUNDCOVER
BUILT-IN PLANTER - 612 SF; SHRUBS, PERENNIALS & GROUNDCOVER
UNIT PAVING ON STRUCTURE SEAT WALL
BUILT-IN PLANTER - 1370 SF; SHRUBS, PERENNIALS & GROUNDCOVER 938 SF
0
5'
10'
20'
30'
2
20 YEAR CANOPY COVERAGE CALCULATIONS
LEGEND: PAVEMENT DRAIN
TRENCH DRAIN
RIDGE
VARIES 1% TO 1.5%
TRENCH DRAIN
TRENCH DRAIN
PLANTING
PLANTER DRAIN
PLANTING
PLANTING
PLANTING
0
5'
10'
20'
30'
PLANTER CURB
STRUCTURAL FILL
CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE
3'-6"
PLANTING SOIL
PLANTER CURB
4'-0"
2'-0"
GUARD RAIL
1'-0"
PLANTING SOIL
VARIES SEE PLAN
VARIES 5'-6" AT THE TREE
1
SECTION 1 3/8"=1'-0"
PLANTING SOIL
CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE
SEAT WALL BEYOND
STRUCTURAL FILL
VARIES SEE PLAN
2
SECTION 1 3/8"=1'-0"
2'-0"
2'-0"
SEAT WALL BEYOND
VARIES SEE PLAN
VARIES SEE PLAN
DRAINAGE GRAVEL
LINE OF ADJACENT CONSTRUCTION
2"
6'-0" 6"
UNIT PAVERS
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
1 16
EXPANSION JOINT DELETE DOWEL
2"
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
5'-6" LAYOUT LINE (TYP.)
2"x3" JOIST
INSIDE
2"
1"
CIP CONCRETE BASE
6"
7'-0"
7'-0"
4"
OUTSIDE
EDGE RESTRAINT
4"
EQ.
1"x4" BOARDS
ADJACENT PLANTER
EQ.
1"x4" BOARDS
SEPARATION GEOTEXTILE TURN UP AT EDGES
FORMED KEY NO METAL KEY
TOOLED JOINT, 1 4 DEPTH OF SLAB.
BACKER ROD W/ BUFF COLOR SEALANT.
3" 8
2"x3" JOIST
3 8"
4"x4" POST
6x6 W2.0xW2.0 WWF
#5x12" REBAR. SLEEVED ONE END. 24" O.C. @ ADJOINING SLABS.
EXPANSION/ISOLATION JOINT (EJ)
8"
CONTROL/CONTRACTION JOINT (CJ)
3" 4
PEA GRAVEL FILL (TYP.) STRUCTURAL FILL REFER TO ARCHITECTURAL DETAILS
KEYED CONSTRUCTION JOINT (KJ)
ELEVATION
WOODEN FENCE: TYPE 1
7
STRUCTURAL SLAB REFER TO ARCHITECTURAL PLANS
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/ 14" RADIUS. 4. RECESS EXPANSION JOINTS 14" BELOW FINISH GRADE. 5. SAWCUT JOINTS ARE PROHIBITED.
1"
SECTION C
WATERPROOFING & SLAB DRAINAGE REFER TO ARCHITECTURAL DETAILS
8'-0" O.C. (TYP.)
4"
4" 10"
CONCRETE COLLAR
4
1/2"=1'-0"
NOTES: 1. EDGE RESTRAINT: 221 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 21 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.
CONCRETE JOINTING 1 1/2"=1'-0"
UNIT PAVING ON STRUCTURE
1
2'-0"
1 1/2"=1'-0"
TW
GRANITE COPING POLISHED TOP FINISH
2'-0"
BRICK VENEER MATCH ARCHITECTURE REINFORCED CMU BACKER WALL 3 8"
SEALANT JOINT
LINE OF ADJACENT CONSTRUCTION
ADJACENT PAVING
6"
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
1 16
EXPANSION JOINT DELETE DOWEL
3" MIN.
6'-0"
2"
UNIT PAVERS
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
2"
5'-6"
SEPARATION GEOTEXTILE TURN UP AT EDGES
2"x3" JOIST 4"
2"x3" JOIST
ADJACENT PLANTER
1"x4" BOARDS
1'-6"
CIP CONCRETE BASE
6x6 W2.0xW2.0 WWF
6"
GALVANIZED STEEL PLATE 38" THK. EMBEDDED IN THE MASONRY BELOW
2"
1" 4"
4'-3"
4"x4" POST
INSIDE
OUTSIDE 7'-0"
4'-3"
1"x4" BOARDS
EDGE RESTRAINT
CONCRETE COLLAR
ELEVATION: A
BRICK VENEER AS/ ARCHITECTURE
2'-9"
4"
4"
PEA GRAVEL FILL (TYP.) WATERPROOFING & DRAINAGE BOARD (SEE ARCHITECTURAL DRAWINGS)
4" BRICK VENEER AS/ ARCHITECTURE
8'-0" O.C. (TYP.)
1'-0"
STRUCTURAL SLAB (SEE ARCHITECTURAL DRAWINGS)
5
2"
SEAT WALL
2
3/4"=1'-0"
1 1/2"=1'-0"
SECTION: B LINE OF ADJACENT WALL OR CURB CIP CONCRETE MEDIUM BROOM FINISH SWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC
C.I.P. RCC SUPPORT WALL OR MASONRY SUPPORT WALL AS PER STRUCTURAL ENGINEER.
2"
2"
4"
4"x4" POST
4"
1"x4" BOARDS
6"
8"
DRAINAGE BOARD. CLOSE & ANCHOR TO WALL PER MFR'S WRITTEN SPECIFICATIONS
2"
CAST STONE CURB
INSIDE
6x6 W2.1xW2.1 WWF W/ CONTINUOUS CHARS 6 MIL VAPOR BARRIER COMPACTED DENSELY GRADED AGGREGATE VDOT 21-A (TYP.)
6'-0" OUTSIDE 4"
PLAN
8
4"
NOTES: 1. REFER TO PLAN FOR JOINT TYPES.
WOODEN FENCE: TYPE 2 1/2"=1'-0"
COMPACTED SUBGRADE
UNIT PAVING ON GRADE
8"
2"x3" JOIST
COMPACTED AGGREGATE VDOT 21-A
6
PLANTER CURB 1 1/2"=1'-0"
3
CONCRETE PAVING 1 1/2"=1'-0"
COMPACTED SUBGRADE PER SPECIFICATIONS
6'-6" STEEL COLUMN 6" X 6" 2" x 6" STEEL BEAM
2" X 6" STEEL BEAM
PERLINS, (TYP.)
R5'-6
R12 '-0"
9"O.C. TYP.
STEEL JOISTS (2) 2" X 4"
"
2" X 4" STEEL JOISTS
5'-0" EQ.
EQ. 4" O.C. TYP.
1'-3"
PERLINS 1" X 2"
6" x 6" STEEL COLUMN 1'-3" 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING
1" 1'-32
2"x1" TUBE STEEL
10'-0"
1" 1'-32
1 2"
2" x 2" TUBE STEEL
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.
5
1
2" x 2" POST 3 8" STAINLESS STEEL EXPANSION ANCHORS (TYP.)
BENCH FRAME CONNECTED TO PERGOLA COL.
TREE GUARD 1"=1'-0"
PERGOLA PLAN 3/8"=1'-0"
CONCRETE FOOTING PLANTER CURB
BASE PLATE
BENCH TYPE II SIM.
STEEL COLUMN WOODEN BENCH
ADJACENT LANDSCAPE AREA
R1
1'-
0"
ADJACENT PAVING
WOODEN BENCH SEE 4/L303
1" 1'-94
BASE PLATE, BOLTED TO CONCRETE FOOTING
COMPOSITE WOOD MEMBERS ADJACENT LANDSCAPE AREA STEEL SUPPORT ADJACENT PAVING
CONCRETE FOOTING AND REINFORCEMENT AS PER STRUCTURAL
8"
1'-6"
PLANTER CURB BEYOND
BASE PLATE, BOLTED TO CONCRETE FOOTING
1" 1'-62
PLANTER CURB BEYOND
4
BENCH TYPE II SECTION 1"=1'-0"
3
PERGOLA SECTION 1"=1'-0"
2
BENCH TYPE II PLAN 3/8"=1'-0"
3" MIN. 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.
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
1
BENCH TYPE I
6
STREETLIGHT
1A
NTS
STREETLIGHT - TWIN ARM NTS
1 1/2"=1'-0"
EXISTING RECEPTACLE (VARIES)
POLE
SIMILAR TO
BASE COVER
BENCH ANCHOR
GROUT SOLID. SLOPE TO DRAIN. ADJACENT PAVING
UNIT PAVING SIM.
EXPANSION JOINT (SIM.)
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.
TRASH RECEPTACLE
5
PRESET CONDUIT & GROUNDING; REFER TO SITE ELECTRICAL & MFR'S WRITTEN SPECIFICATIONS
1"=1'-0"
1'-93 8" 121" O.D. SCHEDULE 40 GALVANIZED STEEL PIPE 3 8"
3'-0"
MAX. SEALANT JOINT (TYP.)
1" 68 MIN.
4
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.
10"
1" 1'-28
REBAR LUGS BY MRF.
BIKE RACK NTS
THICKENED SLAB
3
POLE LIGHT BASE 1" = 1'-0"
2
STREETLIGHT - POLE NTS
4
7
1
SINGLE STEM TREE PLANTING (SIM.) ROOT FLARE TREE UPLIGHT IRRIGATION PIPE
4'-0" MIN.
2'-6" MIN.
MULCH
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
4" MIN.
DRAINAGE BOARD & WATERPROOFING; REFER TO ARCHITECTURAL DETAILS. STRUCTURAL SLAB; REFER TO STRUCTURAL PLANS 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.
PRESET CONDUIT; REFER TO ELECTRICAL PLANS DRAIN; LOCATION/QUANTITES VARY
2
6
3
PLANTING NOTES
PLANTING SPECIFICATIONS
LANDSCAPE MAINTENANCE MANAGEMENT PROGRAM
0.9
0.9
0.7
0.5
0.3
1.4
1.1
0.8
0.6
0.3
1.0
0.9
0.7
0.6
0.5
0.9
0.8
0.9
0.9
0.8
0.8
0.9
1.0
1.1
1.2
0.7
0.9
1.1
1.0
0.8
0.9
1.1
1.2
B
C
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.5
0.7
0.9
1.0
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.3
0.5
0.7
0.8
0.7
0.5
0.7
0.9
0.6
0.4
0.6
0.8
0.7
0.3
0.2
0.2
0.3
0.4
0.5
0.6
0.9
0.8
0.9
0.9 C
0.8
0.7
0.8
0.9 C
0.9
0.5
0.2
0.1
0.2
0.3
0.4
0.5
06
0.5 ZONE 5
0.5
0.5
0.7
0.8
1.1
1.2
1.5
1.5
1.3 B
1.4
1.4
1.4
STREET LIGHTING FIXTURE - DETAILS - NOT TO SCALE
B FUT
0.6
0.7
0.9
1.1
1.3
0.9
0.8
0.8
0.9
1.0
1.2
1.0
0.9
0.8
0.8
1.1
1.1
1.0
0.8
0.7
1.2
1.1
1.0
0.9
0.7
1.5
1.3
1.2
1.1
0.9
1.1
1.2
1.2
1.2
1.2
1.1
1.1
1.2
1.2
1.5
1.0
1.1
1.2
1.1
1.4
1.1
1.2
1.3
1.5
1.5BFUT
1.1
1.2
1.1
1.2
1.2
1.1
1.1
1.0
1.2
1.1
1.1
1.1
0.9
1.5
1.4
1.2
1.2
0.9
ZONE 4
1.2 0.9
3507 COLUMBIA PIKE
0.6
0.8
0.7
0.9
1.0
1.1
1.3
1.5
01.2 8
1.7
1.4 B 1.3 UP
UP
SCHEDULES - NOT TO SCALE
1.3
1.3
1.0
1.2
0.9
1.0
0.8
0.9
0.9
1.0
1.3
1.3
1.8
1.4
1.3
1.2
1.2
1.2
1.1
1.1
1.2
1.2
1.2
1.3
1.0
1.1
1.2
1.2
1.2
0.9
1.1
1.2
1.2
1.3
1.1
1.2
1.2
1.3
1.5
1.3
1.2
1.1
1.1
1.1
1.2
1.2
1.1
1.0
1.0
1.3
1.2
1.1
1.0
0.9
1.5
1.3
1.3
1.1
1.2
1.2
1.3
1.3
1.2
1.2
1.3
1.4
1.0
1.1
1.2
1.3
1.3
1.1
1.2
1.4
1.6
1.8
1.4
1.4
1.5
1.5
1.6
Statistics Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
1.Columbia Pike
1.4 fc
2.0 fc
1.1 fc
1.8:1
1.3:1
2. S. Lincoln Crosswalk
2.0 fc
2.5 fc
1.4 fc
1.8:1
1.4:1
3. S. Lincoln Street
1.1 fc
2.4 fc
0.3 fc
8.0:1
3.7:1
4. Sidewalks
1.5 fc
2.3 fc
0.5 fc
4.6:1
3.0:1
5. Private North Ally
0.4 fc
1.0 fc
0.1 fc
10.0:1
4.0:1
10
Luminaire Schedule Symbol
Label
Quantity
Manufacturer
Catalog Number
A
11
Relume Technologies
UA-S-D3-48-CW-UL-1
B
10
Relume Technologies
UA-S-D3-48-CW-UL-1
C
3
Lumark
XTOR9A PC1 CBP
Description Arlington Co. Standard "Carlyle" Street Light - 16ft Pole (Black Finish), Double Acorn Globe Fixture Arlington Co. Standard "Carlyle" Street Light - 12ft Pole (Black Finish), Acorn Globe Fixture LED WALL PACK 5000K WITH PHOTOCONTROL
Lamp
Number Lamps
Lumens Per Lamp
55.4 WATT LED
96 LED's
4476
110.8
16 FOOT POLE 19 FOOT MTG HT
55.4 WATT LED
48 LED's
4476
55.4
12 FOOT POLE 13.5 FOOT MTG HT
1
7079
79
MOUNTED ON BUILDING 14' MTG HT
Wattage
3507 COLUMBIA PIKE 79 WATT LED
Notes
1.5
EX = Existing to Remain EXR = Relocated Existing Light Pole FUT = Future Light Pole
1.6
B 1.3
1.1
1.4
0.9
1.1
0.8
1.0
1.0
1.1
1.3
1.3
ZONE 3
SOUTH LINC OLN STREET (40' VARIES)
06
B FUT
ORNAMENTAL CAST ALUMINUM TWIN LUMINAIRE ARM B FUT
ARLINGTON COUNTY, VIRGINIA ARLINGTON
DEPARTMENT OF ENVIRONMENTAL SERVICES
LT-6
VIRGINIA
STREET LIGHT METER
06
ZONE 4 1.4
1.4
1.5
1.5
1.5
1.5
1.5
1.7
1.6
A 1.4
1.4
1.5
1.5
1.5
1.5
1.7
1.6
1.5
1.5
1.6
1.7
1.5EXR 1.3
1.6
1.6
1.6
1.6
1.5
1.5
10
1.3
08
1.2
1.6
1.6
1.6
1.6
1.6
1.7
1.6
1.5
1.7
1.8
1.6
1.6
1.7
1.8
1.7
A 1.6
1.8
1.6
1.6
1.6
1.7
1.7
1.5
EXR
1.8
1.8
2.1
2.1
2.1 B
2.1
2.2
2.2
2.3
2.3
2.1
2.1
2.0
2.2
1.7
1.8
2.0
2.0
1.9
1.4
1.7
1.9
1.8
1.7
1.6
1.5
1.6
A
EXR
1.7
1.6
1.6
1.7
1.8
1.8
1.8
1.9
2.1
2.1
2.0
2.1
2.4
2.4
2.3
2.4
2.3 ZONE 2
2.2
2.2
B
ENGINEERS
2.1
2.4
1.6
1.6
1.8
2.1
2.5
1.3
1.5
1.4
1.0
1.4
1.4
1.6
1.8
2.0
WWW.VIKA.COM
A
ARLINGTON COUNTY, VIRGINIA DEPARTMENT OF ENVIRONMENTAL SERVICES
EX
1.6
1.6
1.5
1.5
1.6
1.6
1.5
1.5
1.6
1.7
1.5
1.5
1.6
1.6
1.6
1.6
1.5
1.71.7
1.5
1.3
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.3
1.3
1.6
1.5
1.3
1.4
1.5
1.5
1.4
1.3
1.5
1.7
1.4
1.4
1.5
1.5
1.5
1.4
1.4
1.7
1.6
1.4
1.4
1.4
1.3
1.3
1.4
1.5
1.6
1.7
2.0
1.7
SITE PLAN: ELECTRICAL (PHOTOMETRIC PLAN)
1.1
1.1
1.2
1.6
1.5
1.3
1.4
1.4
1.4
1.3
1.3
1.3
1.5
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.4
1.5
1.4
1.3
1.3
1.4
1.4
1.4
1.3
1.5
1.4
1.3
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.5
1.6
1.4
ARLINGTON PRESBYTERIAN CHURCH
1.2
1.2
1.3
1.4
1.4
1.3
1.4
1.4
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.2
1.3
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.4
1.4
1.3
1.2
1.3
1.2
1.1
1.2
1.2
1.2
1.4
1.5
1.4
3507 COLUMBIA PIKE Arlington County, Virginia
1.3
1.3
1.4
1.5
1.4
1.4
1.4
1.4
1.5
1.4
1.3
1.3
1.4
1.3
1.3
1.3
1.3
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.1
1.2
1.2
1.2
1.3
1.4
1.4
1.3
1.3
1.4
1.5
1.5
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.3
1.3
1.4
1.4
1.5
1.3 1.3
1.4 1.4
1.5 1.5
1.6 1.5
1.4 1.5
1.4 1.4
1.4 1.4
1.5 1.6
ZONE 1
EX
1.4
3D LASER SCANNING
1.1
1.4
A
1.5
SURVEYORS
8180 GREENSBORO DRIVE SUITE 200 TYSONS, VIRGINIA 22102 (703) 442-7800 FAX (703) 761-2787
A EX
LANDSCAPE ARCHITECTS VIKA VIRGINIA LLC
FUT
2.0
PLANNERS
1.4 1.5
1.3 1.3
1.3 1.4
COLUMBIA PIKE - RTE 244 1.4
1.3
1.2
1.3
1.3
1.3
1.3 1.3 1.3 VARIES) 1.3 1.4 1.5 (WIDTH
1.3 1.3
1.3 1.3
1.3 1.3
1.4 1.4
1.3 1.3
1.3 1.3
1.3
1.5
1.4
1.3
1.4
1.4
1.4
1.4
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.3
1.5
1.6
1.4
1.3
1.4
1.5
1.4
1.4
1.3
1.6
1.5
1.4
1.5
1.5
1.5
1.5
1.4
1.5
1.6
1.3
1.4
1.4
1.4
1.4
1.3
1.3
1.6
1.6
1.5
1.4
1.5
1.7
1.5
1.5
1.5
1.6
1.6
1.5
1.4
1.7
1.6
1.5
1.6
1.7
1.7
1.6
1.5
1.6
1.6
1.4
1.5
1.6
1.6
1.5
1.4
1.4
EX
EX
DATE
SUBMITTED DATE: MAY 15, 2015
1.4
A
NO.
1.3
1.4
A
VIKA REVISIONS
A
A
EX
EX
SCALE: 1/16" = 1'-0"
DESCRIPTION COUNTY REVISIONS DESIGNED: CHECKED:
PROJECT/FILE NO. VV6754GG
A EX
VER. 10.24
REV. JULY 17, 2015
SHEET: E001
LIGHT POLE W
E
BIKE RACKS
G
S
BENCH
D
W
TRASH CAN G
EVERGREEN TREES FOR REPLACEMENT OF TREE #26.1 APPROVAL NEEDED FROM NEIGHBORING PROPERTY
T W
CONCRETE PAVING
G
UNIT PAVERS
W
BRICK WALL WITH WOODEN FENCE TYPE 2 G
W
: UTILITIES G W
W
G
CONCRETE PAVING W
G
G
TREE PIT MIN 6' WIDE AND 12' LONG WITH GROUND COVERS AND SHRUBS
W
G
TREE GUARD (TYP.)
G
W
G
E
LANDSCAPE AREA
OH W
E
E
W
HW
O
W
OHW
G
W
OHW
OHW
30'-0"
W
LIGHT FIXTURE (TYP.) TYPE A
E
E
E
G
E
E
OHW
OHW
E
E
E
E
OHW E
W
OHW
G
W
BIKE RACK (TYP.) TWO (2) AT THIS LOCATION
G
W
OHW
OHW
OHW
X
TREE PIT WITH GROUND COVERS AND SHRUBS
W
30'-0"
G
OHW
OHW
X
X
BENCH (TYP.)
W
OH W
OHW
X
X
E
OH
G
G
W OH
E
W
OH
30'-0"
W
TREE PIT WITH GROUND COVERS AND SHRUBS
PLANTING ZONE
G
OHW
OHW
OHW
W
G
OHW
W
30'-0"
OHW
2'-0"
3'-6" "FURNITURE ZONE" WITH UNIT PAVING TREE PIT WITH GROUND COVERS AND SHRUBS
CURB GUTTER PAN PARKING
W
OHW
W
E E
2
G
OHW E E E
T
E
W
E E
TYPICAL ENLAGEMENT: SOUTH LINCOLN STREET 1"=10'
W
T
W
E E
G
33'-2"
REFER ENLARGEMENT 1/L101
W
E
G
1" 3'-42
E
E E
8' WIDE PARKING
T
E E
G
W
W
TRASH CAN (TYP.)
FURNITURE ZONE CLEAR ZONE
T
E
T
SIGHT TRIANGLE SEEWCIVIL W 2'-0" "SHY ZONE" UNIT PAVING
E
E
E E W
W
W
W
E E
G
W
W
W
E
W
W
W
E E
W
W
W
G
W
W
W
W
W
W
W
W
T
E
E E
W
W
W
W
W
PLANTER SUBDRAIN
W
W
W
W
SD SD
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
G
G
G
G
PLANTING ZONE
W
W
W
E E
W
E
G
MAX. 3'-6" "FURNITURE ZONE" UNIT PAVING
G
W
BIKE RACK (TYP.) THREE AT THIS LOCATION
LIGHT FIXTURE (TYP.) TYPE B
T
W
E
G
E E
W
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH W W W 3' X 3' SCORING PATTERN W
W
W
E
W
T
W
E
W
PROPERTY LINE
W
W
E
W
W
W
1'-6"
W
8'-0"
W
6"
W
T
G
W
W
W
W
W
W
W W
HANDICAP RAMP WITH DETECTABLE PAVING SEE CIVIL FOR RAMP DETAILS.
T
24' - 0"
W
W
E
E
30'-0"
30'-0"
E
6'-0"
E
G
6'-0"
E
G
E
E
T
G
T
G
E E
30'-0"
E
E
E T
E T
T
ET
ET
ET
T
W
W
E
G
30'-0"
47'-1"
E
T
E
T
T
T
T
T
G
E
E E
T
TE
TE
T
T
T
T
T
T
TE
E
E E E E
G
W
E
W
T
EXISTING TRANSFORMER TO REMAIN EXISTING BUS SHELTER TO W W REMAIN W OR REMOVE W AS PER COUNTY'S DIRECTION W
SHY ZONE
T
E
W
1'-6"
G
E E
G
W OH
W
E
6"
SHY ZONE
PLANTER SUBDRAIN
E E
6'-0"
FURNITURE ZONE
2'-0" SHY ZONE
W
30'-0"
OHW
E E
OH
G
SOUTH LINCO
4'-10" 6'-0"
G
W
OHW
W
PROPOSED SWM VAULT. SEE CIVIL
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH 3' X 3' SCORING PATTERN
W
OHW
W
X
G
W
OHW
POTENTIAL OH AREA BIO-RETENTION W
OHW
OH W
W
OHW
OH W
OHW
OH W
LN STREET
G
W
CLEAR ZONE
2'-0" "SHY ZONE" WITH UNIT PAVING
W
W
OH
REET
W
OHW
OH
G
OH W
SOUTH LINCOLN S T
OH W OH W
OHW
EVERGREEN TREES
W
OH W OH W
30'-0"
OH
G
G
CURB
G
GUTTER PAN W
W
W
W
W
W
W
COLUMBIA PIKE
1 0
10'
20'
40'
60'
PARKING
TYPICAL ENLAGEMENT: COLUMBIA PIKE 1"=10'
PLANTER CURB
PERGOLA
EGRESS GATE
42" GUARD RAIL BUILT-IN PLANTER - 1241 SF; TREES, SHRUBS, PERENNIALS & GROUNDCOVER UNIT PAVING ON STRUCTURE 938 SF
BENCH
1
TREE REPLACEMENT CALCULATIONS
BUILT-IN PLANTER - 543 SF; SHRUBS, PERENNIALS, & GROUNDCOVER (POTENTIAL BIO-RETENTION AREA)
EGRESS GATE
BUILT-IN PLANTER - 706 SF; SHRUBS, PERENNIALS & GROUNDCOVER
BUILT-IN PLANTER - 612 SF; SHRUBS, PERENNIALS & GROUNDCOVER
UNIT PAVING ON STRUCTURE SEAT WALL
BUILT-IN PLANTER - 1370 SF; SHRUBS, PERENNIALS & GROUNDCOVER 938 SF
0
5'
10'
20'
30'
2
20 YEAR CANOPY COVERAGE CALCULATIONS
LEGEND: PAVEMENT DRAIN
TRENCH DRAIN
RIDGE
VARIES 1% TO 1.5%
TRENCH DRAIN
TRENCH DRAIN
PLANTING
PLANTER DRAIN
PLANTING
PLANTING
PLANTING
0
5'
10'
20'
30'
PLANTER CURB
STRUCTURAL FILL
CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE
3'-6"
PLANTING SOIL
PLANTER CURB
4'-0"
2'-0"
GUARD RAIL
1'-0"
PLANTING SOIL
VARIES SEE PLAN
VARIES 5'-6" AT THE TREE
1
SECTION 1 3/8"=1'-0"
PLANTING SOIL
CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE
SEAT WALL BEYOND
STRUCTURAL FILL
VARIES SEE PLAN
2
SECTION 1 3/8"=1'-0"
2'-0"
2'-0"
SEAT WALL BEYOND
VARIES SEE PLAN
VARIES SEE PLAN
DRAINAGE GRAVEL
LINE OF ADJACENT CONSTRUCTION
2"
6'-0" 6"
UNIT PAVERS
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
1 16
EXPANSION JOINT DELETE DOWEL
2"
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
5'-6" LAYOUT LINE (TYP.)
2"x3" JOIST
INSIDE
2"
1"
CIP CONCRETE BASE
6"
7'-0"
7'-0"
4"
OUTSIDE
EDGE RESTRAINT
4"
EQ.
1"x4" BOARDS
ADJACENT PLANTER
EQ.
1"x4" BOARDS
SEPARATION GEOTEXTILE TURN UP AT EDGES
FORMED KEY NO METAL KEY
TOOLED JOINT, 1 4 DEPTH OF SLAB.
BACKER ROD W/ BUFF COLOR SEALANT.
3" 8
2"x3" JOIST
3 8"
4"x4" POST
6x6 W2.0xW2.0 WWF
#5x12" REBAR. SLEEVED ONE END. 24" O.C. @ ADJOINING SLABS.
EXPANSION/ISOLATION JOINT (EJ)
8"
CONTROL/CONTRACTION JOINT (CJ)
3" 4
PEA GRAVEL FILL (TYP.) STRUCTURAL FILL REFER TO ARCHITECTURAL DETAILS
KEYED CONSTRUCTION JOINT (KJ)
ELEVATION
WOODEN FENCE: TYPE 1
7
STRUCTURAL SLAB REFER TO ARCHITECTURAL PLANS
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/ 14" RADIUS. 4. RECESS EXPANSION JOINTS 14" BELOW FINISH GRADE. 5. SAWCUT JOINTS ARE PROHIBITED.
1"
SECTION C
WATERPROOFING & SLAB DRAINAGE REFER TO ARCHITECTURAL DETAILS
8'-0" O.C. (TYP.)
4"
4" 10"
CONCRETE COLLAR
4
1/2"=1'-0"
NOTES: 1. EDGE RESTRAINT: 221 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 21 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.
CONCRETE JOINTING 1 1/2"=1'-0"
UNIT PAVING ON STRUCTURE
1
2'-0"
1 1/2"=1'-0"
TW
GRANITE COPING POLISHED TOP FINISH
2'-0"
BRICK VENEER MATCH ARCHITECTURE REINFORCED CMU BACKER WALL 3 8"
SEALANT JOINT
LINE OF ADJACENT CONSTRUCTION
ADJACENT PAVING
6"
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
1 16
EXPANSION JOINT DELETE DOWEL
3" MIN.
6'-0"
2"
UNIT PAVERS
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
2"
5'-6"
SEPARATION GEOTEXTILE TURN UP AT EDGES
2"x3" JOIST 4"
2"x3" JOIST
ADJACENT PLANTER
1"x4" BOARDS
1'-6"
CIP CONCRETE BASE
6x6 W2.0xW2.0 WWF
6"
GALVANIZED STEEL PLATE 38" THK. EMBEDDED IN THE MASONRY BELOW
2"
1" 4"
4'-3"
4"x4" POST
INSIDE
OUTSIDE 7'-0"
4'-3"
1"x4" BOARDS
EDGE RESTRAINT
CONCRETE COLLAR
ELEVATION: A
BRICK VENEER AS/ ARCHITECTURE
2'-9"
4"
4"
PEA GRAVEL FILL (TYP.) WATERPROOFING & DRAINAGE BOARD (SEE ARCHITECTURAL DRAWINGS)
4" BRICK VENEER AS/ ARCHITECTURE
8'-0" O.C. (TYP.)
1'-0"
STRUCTURAL SLAB (SEE ARCHITECTURAL DRAWINGS)
5
2"
SEAT WALL
2
3/4"=1'-0"
1 1/2"=1'-0"
SECTION: B LINE OF ADJACENT WALL OR CURB CIP CONCRETE MEDIUM BROOM FINISH SWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC
C.I.P. RCC SUPPORT WALL OR MASONRY SUPPORT WALL AS PER STRUCTURAL ENGINEER.
2"
2"
4"
4"x4" POST
4"
1"x4" BOARDS
6"
8"
DRAINAGE BOARD. CLOSE & ANCHOR TO WALL PER MFR'S WRITTEN SPECIFICATIONS
2"
CAST STONE CURB
INSIDE
6x6 W2.1xW2.1 WWF W/ CONTINUOUS CHARS 6 MIL VAPOR BARRIER COMPACTED DENSELY GRADED AGGREGATE VDOT 21-A (TYP.)
6'-0" OUTSIDE 4"
PLAN
8
4"
NOTES: 1. REFER TO PLAN FOR JOINT TYPES.
WOODEN FENCE: TYPE 2 1/2"=1'-0"
COMPACTED SUBGRADE
UNIT PAVING ON GRADE
8"
2"x3" JOIST
COMPACTED AGGREGATE VDOT 21-A
6
PLANTER CURB 1 1/2"=1'-0"
3
CONCRETE PAVING 1 1/2"=1'-0"
COMPACTED SUBGRADE PER SPECIFICATIONS
6'-6" STEEL COLUMN 6" X 6" 2" x 6" STEEL BEAM
2" X 6" STEEL BEAM
PERLINS, (TYP.)
R5'-6
R12 '-0"
9"O.C. TYP.
STEEL JOISTS (2) 2" X 4"
"
2" X 4" STEEL JOISTS
5'-0" EQ.
EQ. 4" O.C. TYP.
1'-3"
PERLINS 1" X 2"
6" x 6" STEEL COLUMN 1'-3" 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING
1" 1'-32
2"x1" TUBE STEEL
10'-0"
1" 1'-32
1 2"
2" x 2" TUBE STEEL
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.
5
1
2" x 2" POST 3 8" STAINLESS STEEL EXPANSION ANCHORS (TYP.)
BENCH FRAME CONNECTED TO PERGOLA COL.
TREE GUARD 1"=1'-0"
PERGOLA PLAN 3/8"=1'-0"
CONCRETE FOOTING PLANTER CURB
BASE PLATE
BENCH TYPE II SIM.
STEEL COLUMN WOODEN BENCH
ADJACENT LANDSCAPE AREA
R1
1'-
0"
ADJACENT PAVING
WOODEN BENCH SEE 4/L303
1" 1'-94
BASE PLATE, BOLTED TO CONCRETE FOOTING
COMPOSITE WOOD MEMBERS ADJACENT LANDSCAPE AREA STEEL SUPPORT ADJACENT PAVING
CONCRETE FOOTING AND REINFORCEMENT AS PER STRUCTURAL
8"
1'-6"
PLANTER CURB BEYOND
BASE PLATE, BOLTED TO CONCRETE FOOTING
1" 1'-62
PLANTER CURB BEYOND
4
BENCH TYPE II SECTION 1"=1'-0"
3
PERGOLA SECTION 1"=1'-0"
2
BENCH TYPE II PLAN 3/8"=1'-0"
3" MIN. 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.
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
1
BENCH TYPE I
6
STREETLIGHT
1A
NTS
STREETLIGHT - TWIN ARM NTS
1 1/2"=1'-0"
EXISTING RECEPTACLE (VARIES)
POLE
SIMILAR TO
BASE COVER
BENCH ANCHOR
GROUT SOLID. SLOPE TO DRAIN. ADJACENT PAVING
UNIT PAVING SIM.
EXPANSION JOINT (SIM.)
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.
TRASH RECEPTACLE
5
PRESET CONDUIT & GROUNDING; REFER TO SITE ELECTRICAL & MFR'S WRITTEN SPECIFICATIONS
1"=1'-0"
1'-93 8" 121" O.D. SCHEDULE 40 GALVANIZED STEEL PIPE 3 8"
3'-0"
MAX. SEALANT JOINT (TYP.)
1" 68 MIN.
4
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.
10"
1" 1'-28
REBAR LUGS BY MRF.
BIKE RACK NTS
THICKENED SLAB
3
POLE LIGHT BASE 1" = 1'-0"
2
STREETLIGHT - POLE NTS
4
7
1
SINGLE STEM TREE PLANTING (SIM.) ROOT FLARE TREE UPLIGHT IRRIGATION PIPE
4'-0" MIN.
2'-6" MIN.
MULCH
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
4" MIN.
DRAINAGE BOARD & WATERPROOFING; REFER TO ARCHITECTURAL DETAILS. STRUCTURAL SLAB; REFER TO STRUCTURAL PLANS 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.
PRESET CONDUIT; REFER TO ELECTRICAL PLANS DRAIN; LOCATION/QUANTITES VARY
2
6
3
PLANTING NOTES
PLANTING SPECIFICATIONS
LANDSCAPE MAINTENANCE MANAGEMENT PROGRAM
0.9
0.9
0.7
0.5
0.3
1.4
1.1
0.8
0.6
0.3
1.0
0.9
0.7
0.6
0.5
0.9
0.8
0.9
0.9
0.8
0.8
0.9
1.0
1.1
1.2
0.7
0.9
1.1
1.0
0.8
0.9
1.1
1.2
B
C
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.5
0.7
0.9
1.0
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.3
0.5
0.7
0.8
0.7
0.5
0.7
0.9
0.6
0.4
0.6
0.8
0.7
0.3
0.2
0.2
0.3
0.4
0.5
0.6
0.9
0.8
0.9
0.9 C
0.8
0.7
0.8
0.9 C
0.9
0.5
0.2
0.1
0.2
0.3
0.4
0.5
06
0.5 ZONE 5
0.5
0.5
0.7
0.8
1.1
1.2
1.5
1.5
1.3 B
1.4
1.4
1.4
STREET LIGHTING FIXTURE - DETAILS - NOT TO SCALE
B FUT
0.6
0.7
0.9
1.1
1.3
0.9
0.8
0.8
0.9
1.0
1.2
1.0
0.9
0.8
0.8
1.1
1.1
1.0
0.8
0.7
1.2
1.1
1.0
0.9
0.7
1.5
1.3
1.2
1.1
0.9
1.1
1.2
1.2
1.2
1.2
1.1
1.1
1.2
1.2
1.5
1.0
1.1
1.2
1.1
1.4
1.1
1.2
1.3
1.5
1.5BFUT
1.1
1.2
1.1
1.2
1.2
1.1
1.1
1.0
1.2
1.1
1.1
1.1
0.9
1.5
1.4
1.2
1.2
0.9
ZONE 4
1.2 0.9
3507 COLUMBIA PIKE
0.6
0.8
0.7
0.9
1.0
1.1
1.3
1.5
01.2 8
1.7
1.4 B 1.3 UP
UP
SCHEDULES - NOT TO SCALE
1.3
1.3
1.0
1.2
0.9
1.0
0.8
0.9
0.9
1.0
1.3
1.3
1.8
1.4
1.3
1.2
1.2
1.2
1.1
1.1
1.2
1.2
1.2
1.3
1.0
1.1
1.2
1.2
1.2
0.9
1.1
1.2
1.2
1.3
1.1
1.2
1.2
1.3
1.5
1.3
1.2
1.1
1.1
1.1
1.2
1.2
1.1
1.0
1.0
1.3
1.2
1.1
1.0
0.9
1.5
1.3
1.3
1.1
1.2
1.2
1.3
1.3
1.2
1.2
1.3
1.4
1.0
1.1
1.2
1.3
1.3
1.1
1.2
1.4
1.6
1.8
1.4
1.4
1.5
1.5
1.6
Statistics Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
1.Columbia Pike
1.4 fc
2.0 fc
1.1 fc
1.8:1
1.3:1
2. S. Lincoln Crosswalk
2.0 fc
2.5 fc
1.4 fc
1.8:1
1.4:1
3. S. Lincoln Street
1.1 fc
2.4 fc
0.3 fc
8.0:1
3.7:1
4. Sidewalks
1.5 fc
2.3 fc
0.5 fc
4.6:1
3.0:1
5. Private North Ally
0.4 fc
1.0 fc
0.1 fc
10.0:1
4.0:1
10
Luminaire Schedule Symbol
Label
Quantity
Manufacturer
Catalog Number
A
11
Relume Technologies
UA-S-D3-48-CW-UL-1
B
10
Relume Technologies
UA-S-D3-48-CW-UL-1
C
3
Lumark
XTOR9A PC1 CBP
Description Arlington Co. Standard "Carlyle" Street Light - 16ft Pole (Black Finish), Double Acorn Globe Fixture Arlington Co. Standard "Carlyle" Street Light - 12ft Pole (Black Finish), Acorn Globe Fixture LED WALL PACK 5000K WITH PHOTOCONTROL
Lamp
Number Lamps
Lumens Per Lamp
55.4 WATT LED
96 LED's
4476
110.8
16 FOOT POLE 19 FOOT MTG HT
55.4 WATT LED
48 LED's
4476
55.4
12 FOOT POLE 13.5 FOOT MTG HT
1
7079
79
MOUNTED ON BUILDING 14' MTG HT
Wattage
3507 COLUMBIA PIKE 79 WATT LED
Notes
1.5
EX = Existing to Remain EXR = Relocated Existing Light Pole FUT = Future Light Pole
1.6
B 1.3
1.1
1.4
0.9
1.1
0.8
1.0
1.0
1.1
1.3
1.3
ZONE 3
SOUTH LINC OLN STREET (40' VARIES)
06
B FUT
ORNAMENTAL CAST ALUMINUM TWIN LUMINAIRE ARM B FUT
ARLINGTON COUNTY, VIRGINIA ARLINGTON
DEPARTMENT OF ENVIRONMENTAL SERVICES
LT-6
VIRGINIA
STREET LIGHT METER
06
ZONE 4 1.4
1.4
1.5
1.5
1.5
1.5
1.5
1.7
1.6
A 1.4
1.4
1.5
1.5
1.5
1.5
1.7
1.6
1.5
1.5
1.6
1.7
1.5EXR 1.3
1.6
1.6
1.6
1.6
1.5
1.5
10
1.3
08
1.2
1.6
1.6
1.6
1.6
1.6
1.7
1.6
1.5
1.7
1.8
1.6
1.6
1.7
1.8
1.7
A 1.6
1.8
1.6
1.6
1.6
1.7
1.7
1.5
EXR
1.8
1.8
2.1
2.1
2.1 B
2.1
2.2
2.2
2.3
2.3
2.1
2.1
2.0
2.2
1.7
1.8
2.0
2.0
1.9
1.4
1.7
1.9
1.8
1.7
1.6
1.5
1.6
A
EXR
1.7
1.6
1.6
1.7
1.8
1.8
1.8
1.9
2.1
2.1
2.0
2.1
2.4
2.4
2.3
2.4
2.3 ZONE 2
2.2
2.2
B
ENGINEERS
2.1
2.4
1.6
1.6
1.8
2.1
2.5
1.3
1.5
1.4
1.0
1.4
1.4
1.6
1.8
2.0
WWW.VIKA.COM
A
ARLINGTON COUNTY, VIRGINIA DEPARTMENT OF ENVIRONMENTAL SERVICES
EX
1.6
1.6
1.5
1.5
1.6
1.6
1.5
1.5
1.6
1.7
1.5
1.5
1.6
1.6
1.6
1.6
1.5
1.71.7
1.5
1.3
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.3
1.3
1.6
1.5
1.3
1.4
1.5
1.5
1.4
1.3
1.5
1.7
1.4
1.4
1.5
1.5
1.5
1.4
1.4
1.7
1.6
1.4
1.4
1.4
1.3
1.3
1.4
1.5
1.6
1.7
2.0
1.7
SITE PLAN: ELECTRICAL (PHOTOMETRIC PLAN)
1.1
1.1
1.2
1.6
1.5
1.3
1.4
1.4
1.4
1.3
1.3
1.3
1.5
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.4
1.5
1.4
1.3
1.3
1.4
1.4
1.4
1.3
1.5
1.4
1.3
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.5
1.6
1.4
ARLINGTON PRESBYTERIAN CHURCH
1.2
1.2
1.3
1.4
1.4
1.3
1.4
1.4
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.2
1.3
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.4
1.4
1.3
1.2
1.3
1.2
1.1
1.2
1.2
1.2
1.4
1.5
1.4
3507 COLUMBIA PIKE Arlington County, Virginia
1.3
1.3
1.4
1.5
1.4
1.4
1.4
1.4
1.5
1.4
1.3
1.3
1.4
1.3
1.3
1.3
1.3
1.4
1.3
1.3
1.3
1.4
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.1
1.2
1.2
1.2
1.3
1.4
1.4
1.3
1.3
1.4
1.5
1.5
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.3
1.3
1.4
1.4
1.5
1.3 1.3
1.4 1.4
1.5 1.5
1.6 1.5
1.4 1.5
1.4 1.4
1.4 1.4
1.5 1.6
ZONE 1
EX
1.4
3D LASER SCANNING
1.1
1.4
A
1.5
SURVEYORS
8180 GREENSBORO DRIVE SUITE 200 TYSONS, VIRGINIA 22102 (703) 442-7800 FAX (703) 761-2787
A EX
LANDSCAPE ARCHITECTS VIKA VIRGINIA LLC
FUT
2.0
PLANNERS
1.4 1.5
1.3 1.3
1.3 1.4
COLUMBIA PIKE - RTE 244 1.4
1.3
1.2
1.3
1.3
1.3
1.3 1.3 1.3 VARIES) 1.3 1.4 1.5 (WIDTH
1.3 1.3
1.3 1.3
1.3 1.3
1.4 1.4
1.3 1.3
1.3 1.3
1.3
1.5
1.4
1.3
1.4
1.4
1.4
1.4
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.3
1.5
1.6
1.4
1.3
1.4
1.5
1.4
1.4
1.3
1.6
1.5
1.4
1.5
1.5
1.5
1.5
1.4
1.5
1.6
1.3
1.4
1.4
1.4
1.4
1.3
1.3
1.6
1.6
1.5
1.4
1.5
1.7
1.5
1.5
1.5
1.6
1.6
1.5
1.4
1.7
1.6
1.5
1.6
1.7
1.7
1.6
1.5
1.6
1.6
1.4
1.5
1.6
1.6
1.5
1.4
1.4
EX
EX
DATE
SUBMITTED DATE: MAY 15, 2015
1.4
A
NO.
1.3
1.4
A
VIKA REVISIONS
A
A
EX
EX
SCALE: 1/16" = 1'-0"
DESCRIPTION COUNTY REVISIONS DESIGNED: CHECKED:
PROJECT/FILE NO. VV6754GG
A EX
VER. 10.24
REV. JULY 17, 2015
SHEET: E001
