1 typical enlargement - Arlingtonva
LEGEND:
BIKE RACKS
TRASH CAN
S
BENCH
D
CONCRETE PAVING
T
5'-4"
2'-0"
E LIGHT POLE
1" 1'-42 2'-0"
LEGEND: STREETSCAPE
EVERGREEN TREES (TOTAL 6) FOR REPLACEMENT OF TREE #26.1 APPROVAL NEEDED FROM NEIGHBORING PROPERTY
8'-6"
UNIT PAVERS
6'-10"
1" 7'-52
BRICK WALL WITH WOODEN FENCE TYPE 2
: UTILITIES
CONCRETE PAVING
T
T
T
T
T
T
T
T
T
T
T
T
T
6'-0"
1'-41" 2
6'-0"
2'-0"
CURB EXISTING BUS SHELTER BIKE RACK
COLUMBIA PIKE
BIKE RACK
E
TREE PIT MIN 6' WIDE AND 12' LONG WITH GROUND COVERS AND SHRUBS
S D T
TREE GUARD (TYP.) ON THREE SIDES
EVERGREEN TREES
ENLARGEMENT: A
OH
W
3
OH
W
REFER ENLARGEMENT 4/L101
W
30'-0"
LANDSCAPE AREA
OH
4
1"=10'
ENLARGEMENT:B 1"=10'
2'-3"
BENCH (TYP.) 4'-7"
6'-0"
6'-0"
30'-0"
BIKE RACK (TYP.) TWO (2) AT THIS LOCATION
30'-0"
TREE PIT WITH GROUNDCOVERS AND SHRUBS
ULMUS AMERICANA 'VALLEY FORGE' SEE PLAN FOR QUANTITIES
LIGHT FIXTURE (TYP.) TYPE A
EET
W
SOUTH LINCOLN STR
OH
30'-0"
TREE PIT WITH GROUNDCOVERS AND SHRUBS "SHY ZONE"
SHY ZONE
T
E
G
E
8' WIDE PARKING TRASH CAN (TYP.)
T
E
W
BIKE RACK (TYP.) ONE AT THIS LOCATION
T
T
T
T
T
T
T
T
T
T
G
T
T
T
T
T
G
T
30'-0"
24' - 0"
G
30'-0"
LIGHT FIXTURE (TYP.) TYPE B HANDICAP RAMP WITH DETECTABLE PAVING SEE CIVIL FOR RAMP DETAILS.
T
W E
W
W
W
W
G
W
W
W
W
W
G
W
W
W
SIGHT TRIANGLE SEE CIVIL LIGHT FIXTURE (TYP.) TYPE B
T
W
E
G
W
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH W W W 3' X 3' SCORING PATTERN W
T
W
E
W
PROPERTY LINE BIKE RACK (TYP.) TWO AT THIS LOCATION
W
E
W
W
W
W
W
T
G
W
W
W
W
W
W
W
W
W
W
W
6'-0" PLANTING & W W W FURNITURE ZONE
QUERCUS RUBRA SEE PLAN FOR QUANTITIES
G
T
T
E
30'-0"
T
TYPICAL ENLARGEMENT: SOUTH LINCOLN STREET 1"=10'
T
W
30'-0"
47'-1"
T
T
T
T
E
W
T
T
W
T
E
G
T
T
W
2
PLANTER SUBDRAIN
E
G
W
EXISTING BUS SHELTER TO REMAIN. SURROUNDING CONCRETE CURB TO BE REMOVED.
W
PARKING
TREE PIT WITH GROUNDCOVERS AND SHRUBS
T
W W
CURB GUTTER PAN
6'-0" "PLANTING & FURNITURE ZONE"
± 5'-4" SHY ZONE
REFER ENLARGEMENT 1/L101
EXISTING TRANSFORMER TO REMAIN
6'-0" FURNITURE & PLANTING ZON E
6'-0" CLEAR ZONE
PLANTER SUBDRAIN
33'-2"
G
REFER ENLARGEMENT 3/L101
PROPOSED SWM VAULT. SEE CIVIL
6'-0" CLEAR ZON E
6'-0" PLANTING & FURNITURE ZONE
G
30'-0"
POTENTIAL LOCATION OF BIOFILTER FOR AN ALTERNATE CONCEPT OF SWM. SEE CIVIL FOR MORE DETAILS
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH 3' X 3' SCORING PATTERN
SOUTH LINCO LN STREET
30'-0"
CONCRETE PAVING
W
"SHY ZONE"
CURB GUTTER PAN
COLUMBIA PIKE
1 0
10'
20'
40'
60'
PARKING
TYPICAL ENLARGEMENT: COLUMBIA PIKE 1"=10'
TREE REPLACEMENT: ON SITE
PLANTER CURB
PERGOLA
EGRESS GATE
42" GUARD RAIL
PROPOSED # TREES
CATEGORY
EQUIVALENT REPLACEMENT VALUE
12
LARGE TREES
12
24
ORNAMENTAL AND EVERGREEN TREES
8
TOTAL REPLACEMENT TREES PROVIDED
20
BUILT-IN PLANTER - 1241 SF; TREES, SHRUBS, PERENNIALS & GROUNDCOVER UNIT PAVING ON STRUCTURE 938 SF
TOTAL REPLACEMENT TREES REQUIRED
31
TOTAL REPLACEMENT DEFICIT
11
TREE REPLACEMENT: OFF SITE BENCH
BUILT-IN PLANTER - 543 SF; SHRUBS, PERENNIALS, & GROUNDCOVER (POTENTIAL BIO-RETENTION AREA)
EGRESS GATE
1
PROPOSED # TREES
CATEGORY
EQUIVALENT REPLACEMENT VALUE
12
EVERGREEN TREES OFF SITE
4
TOTAL REPLACEMENT TREES PROVIDED
4
TOTAL REPLACEMENT TREES REQUIRED
4
TOTAL REPLACEMENT DEFICIT
0
TREE REPLACEMENT CALCULATIONS
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 SEAT WALL BEYOND
CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE 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"
2"
6"
UNIT PAVERS
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
1 16
EXPANSION JOINT DELETE DOWEL
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
5'-6"
LAYOUT LINE (TYP.)
2"x3" JOIST
3" 8
INSIDE
ADJACENT PLANTER
2"
CIP CONCRETE BASE
6"
7'-0"
7'-0"
4"
OUTSIDE
EDGE RESTRAINT
4"
EQ.
1"x4" BOARDS
SEPARATION GEOTEXTILE TURN UP AT EDGES
FORMED KEY NO METAL KEY
1"
1"x4" BOARDS
3
1 8" TOOLED JOINT, 4 DEPTH OF SLAB.
BACKER ROD W/ BUFF COLOR SEALANT.
EQ.
2"x3" JOIST
EXPANSION/ISOLATION JOINT (EJ)
4"x4" POST
6x6 W2.0xW2.0 WWF
#5x12" REBAR. SLEEVED ONE END. 24" O.C. @ ADJOINING SLABS.
8"
CONTROL/CONTRACTION JOINT (CJ)
PRESET 2" Ø PVC WEEP, PEA GRAVEL FILL (TYP.)
3" 4
STRUCTURAL FILL REFER TO ARCHITECTURAL DETAILS
KEYED CONSTRUCTION JOINT (KJ)
STRUCTURAL SLAB REFER TO ARCHITECTURAL PLANS 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.
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
7
WATERPROOFING & SLAB DRAINAGE REFER TO ARCHITECTURAL DETAILS
8'-0" O.C. (TYP.) 4"
4" 10"
CONCRETE COLLAR
ELEVATION
WOODEN FENCE: TYPE 1
CONCRETE JOINTING
4
1/2"=1'-0"
1 1/2"=1'-0"
UNIT PAVING ON STRUCTURE
1
2'-0"
1 1/2"=1'-0"
TW COPING
2'-0"
BRICK VENEER MATCH ARCHITECTURE REINFORCED CMU BACKER WALL 3 8"
SEALANT JOINT
LINE OF ADJACENT CONSTRUCTION
ADJACENT PAVING 3" MIN.
2"
OUTSIDE
2"
6"
UNIT PAVERS 1 16
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
EXPANSION JOINT DELETE DOWEL
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
INSIDE PL
SEPARATION GEOTEXTILE TURN UP AT EDGES
4"
2"x3" TOP RAIL
2"x3" TOP RAIL
ADJACENT PLANTER 1"x4" BOARDS
ELEVATION: A
BRICK VENEER AS/ ARCHITECTURE
EDGE RESTRAINT
4" CONNECT FENCE POST TO MASONRY WALL WITH GALVANIZED STEEL PLATE 38" THK. EMBEDDED IN THE MASONRY BELOW
CIP CONCRETE BASE
6x6 W2.0xW2.0 WWF
6"
1'-6"
2"
1" 2'9"
CAST STONE COPING AS/ARCH.
VARIES
4"
4"
4'-3"
4"x4" POST
7'-0"
1"x4" BOARDS
PRESET 2" Ø PVC WEEP, PEA GRAVEL FILL (TYP.) WATERPROOFING & DRAINAGE BOARD (SEE ARCHITECTURAL DRAWINGS)
VENEER AS/ ARCHITECTURE
8'-0" O.C. (TYP.)
1'-0"
STRUCTURAL SLAB (SEE ARCHITECTURAL DRAWINGS)
5
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
6' - 8' CC
C.I.P. RCC SUPPORT WALL OR MASONRY SUPPORT WALL AS PER STRUCTURAL ENGINEER.
WALL EDGES
4"
4"x4" POST
4"
8"
2"x3" WOODEN RAIL
6"
DRAINAGE BOARD. CLOSE & ANCHOR TO WALL PER MFR'S WRITTEN SPECIFICATIONS
2"
CAST STONE CURB
1"x4" BOARDS
6x6 W2.1xW2.1 WWF W/ CONTINUOUS CHARS
6 MIL VAPOR BARRIER COMPACTED DENSELY GRADED AGGREGATE VDOT 21-A (TYP.)
OUTSIDE 4"
PLAN
4"
NOTES: 1. REFER TO PLAN FOR JOINT TYPES.
8
WOODEN FENCE: TYPE 2 1/2"=1'-0"
COMPACTED SUBGRADE
UNIT PAVING ON GRADE
8"
INSIDE
COMPACTED AGGREGATE VDOT 21-A 2"
6
PLANTER CURB 1 1/2"=1'-0"
3
CONCRETE PAVING 1 1/2"=1'-0"
COMPACTED SUBGRADE PER SPECIFICATIONS
6'-0" 1'-53 4"
4" O.C. TYP. 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING
2"x1" TUBE STEEL 1'-4"
2" x 2" TUBE STEEL ADJACENT COND SEE PLAN
6'-6" STEEL COLUMN 6" X 6"
CURB & GUTTER
2" x 6" STEEL BEAM
2" X 6" STEEL BEAM
PERLINS, (TYP.)
" R5'-6
TREE GUARD: CROSS SECTION
R12 '-0"
2" x 2" POST 3 8" STAINLESS STEEL EXPANSION ANCHORS (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.
6
9"O.C. TYP.
STEEL JOISTS (2) 2" X 4"
2" X 4" STEEL JOISTS
1"=1'-0"
PERLINS 1" X 2"
6" x 6" STEEL COLUMN
VARIES SEE PLAN EQ.
EQ. 4" O.C. TYP.
1'-3"
1'-3" 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING
1 2"
10'-0"
1
PERGOLA PLAN 3/8"=1'-0"
1" 1'-32
1" 1'-32
2"x1" TUBE STEEL 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
BENCH FRAME CONNECTED TO PERGOLA COL.
2" x 2" POST STAINLESS STEEL EXPANSION ANCHORS (TYP.) 3 8"
TREE GUARD: LONGITUDINAL SECTION
CONCRETE FOOTING PLANTER CURB
BASE PLATE
BENCH TYPE II SIM.
STEEL COLUMN WOODEN BENCH
ADJACENT LANDSCAPE AREA
1"=1'-0"
1" 1'-94
BASE PLATE, BOLTED TO CONCRETE FOOTING
COMPOSITE WOOD MEMBERS ADJACENT LANDSCAPE AREA
CONCRETE FOOTING AND REINFORCEMENT AS PER STRUCTURAL
8"
1'-6"
PLANTER CURB BEYOND
STEEL SUPPORT ADJACENT PAVING
BASE PLATE, BOLTED TO CONCRETE FOOTING
1" 1'-62
PLANTER CURB BEYOND
4
BENCH TYPE II SECTION 1"=1'-0"
30° (T
YP.)
R1 1'0"
ADJACENT PAVING
3
PERGOLA SECTION 1"=1'-0"
2
BENCH TYPE II PLAN 3/8"=1'-0"
WOODEN BENCH SEE 4/L303
3" MIN.
NOTES NTS
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"
3" 1'-98 121" O.D. SCHEDULE 40 GALVANIZED STEEL PIPE 3 8" MAX. SEALANT JOINT (TYP.)
3'-0"
REBAR LUGS BY MRF.
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"
8
PROVIDE BLACK COLOR FOR ALL STREET FURNISHINGS INCLUDING BENCHES, TRASH RECEPTACLES, BIKE RACKS, LIGHT POLES, TREE FENCE.
1" 1'-28
1)
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.
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
BIKE RACKS
TRASH CAN
S
BENCH
D
CONCRETE PAVING
T
5'-4"
2'-0"
E LIGHT POLE
1" 1'-42 2'-0"
LEGEND: STREETSCAPE
EVERGREEN TREES (TOTAL 6) FOR REPLACEMENT OF TREE #26.1 APPROVAL NEEDED FROM NEIGHBORING PROPERTY
8'-6"
UNIT PAVERS
6'-10"
1" 7'-52
BRICK WALL WITH WOODEN FENCE TYPE 2
: UTILITIES
CONCRETE PAVING
T
T
T
T
T
T
T
T
T
T
T
T
T
6'-0"
1'-41" 2
6'-0"
2'-0"
CURB EXISTING BUS SHELTER BIKE RACK
COLUMBIA PIKE
BIKE RACK
E
TREE PIT MIN 6' WIDE AND 12' LONG WITH GROUND COVERS AND SHRUBS
S D T
TREE GUARD (TYP.) ON THREE SIDES
EVERGREEN TREES
ENLARGEMENT: A
OH
W
3
OH
W
REFER ENLARGEMENT 4/L101
W
30'-0"
LANDSCAPE AREA
OH
4
1"=10'
ENLARGEMENT:B 1"=10'
2'-3"
BENCH (TYP.) 4'-7"
6'-0"
6'-0"
30'-0"
BIKE RACK (TYP.) TWO (2) AT THIS LOCATION
30'-0"
TREE PIT WITH GROUNDCOVERS AND SHRUBS
ULMUS AMERICANA 'VALLEY FORGE' SEE PLAN FOR QUANTITIES
LIGHT FIXTURE (TYP.) TYPE A
EET
W
SOUTH LINCOLN STR
OH
30'-0"
TREE PIT WITH GROUNDCOVERS AND SHRUBS "SHY ZONE"
SHY ZONE
T
E
G
E
8' WIDE PARKING TRASH CAN (TYP.)
T
E
W
BIKE RACK (TYP.) ONE AT THIS LOCATION
T
T
T
T
T
T
T
T
T
T
G
T
T
T
T
T
G
T
30'-0"
24' - 0"
G
30'-0"
LIGHT FIXTURE (TYP.) TYPE B HANDICAP RAMP WITH DETECTABLE PAVING SEE CIVIL FOR RAMP DETAILS.
T
W E
W
W
W
W
G
W
W
W
W
W
G
W
W
W
SIGHT TRIANGLE SEE CIVIL LIGHT FIXTURE (TYP.) TYPE B
T
W
E
G
W
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH W W W 3' X 3' SCORING PATTERN W
T
W
E
W
PROPERTY LINE BIKE RACK (TYP.) TWO AT THIS LOCATION
W
E
W
W
W
W
W
T
G
W
W
W
W
W
W
W
W
W
W
W
6'-0" PLANTING & W W W FURNITURE ZONE
QUERCUS RUBRA SEE PLAN FOR QUANTITIES
G
T
T
E
30'-0"
T
TYPICAL ENLARGEMENT: SOUTH LINCOLN STREET 1"=10'
T
W
30'-0"
47'-1"
T
T
T
T
E
W
T
T
W
T
E
G
T
T
W
2
PLANTER SUBDRAIN
E
G
W
EXISTING BUS SHELTER TO REMAIN. SURROUNDING CONCRETE CURB TO BE REMOVED.
W
PARKING
TREE PIT WITH GROUNDCOVERS AND SHRUBS
T
W W
CURB GUTTER PAN
6'-0" "PLANTING & FURNITURE ZONE"
± 5'-4" SHY ZONE
REFER ENLARGEMENT 1/L101
EXISTING TRANSFORMER TO REMAIN
6'-0" FURNITURE & PLANTING ZON E
6'-0" CLEAR ZONE
PLANTER SUBDRAIN
33'-2"
G
REFER ENLARGEMENT 3/L101
PROPOSED SWM VAULT. SEE CIVIL
6'-0" CLEAR ZON E
6'-0" PLANTING & FURNITURE ZONE
G
30'-0"
POTENTIAL LOCATION OF BIOFILTER FOR AN ALTERNATE CONCEPT OF SWM. SEE CIVIL FOR MORE DETAILS
6'-0" "CLEAR ZONE" CONCRETE PAVEMENT WITH 3' X 3' SCORING PATTERN
SOUTH LINCO LN STREET
30'-0"
CONCRETE PAVING
W
"SHY ZONE"
CURB GUTTER PAN
COLUMBIA PIKE
1 0
10'
20'
40'
60'
PARKING
TYPICAL ENLARGEMENT: COLUMBIA PIKE 1"=10'
TREE REPLACEMENT: ON SITE
PLANTER CURB
PERGOLA
EGRESS GATE
42" GUARD RAIL
PROPOSED # TREES
CATEGORY
EQUIVALENT REPLACEMENT VALUE
12
LARGE TREES
12
24
ORNAMENTAL AND EVERGREEN TREES
8
TOTAL REPLACEMENT TREES PROVIDED
20
BUILT-IN PLANTER - 1241 SF; TREES, SHRUBS, PERENNIALS & GROUNDCOVER UNIT PAVING ON STRUCTURE 938 SF
TOTAL REPLACEMENT TREES REQUIRED
31
TOTAL REPLACEMENT DEFICIT
11
TREE REPLACEMENT: OFF SITE BENCH
BUILT-IN PLANTER - 543 SF; SHRUBS, PERENNIALS, & GROUNDCOVER (POTENTIAL BIO-RETENTION AREA)
EGRESS GATE
1
PROPOSED # TREES
CATEGORY
EQUIVALENT REPLACEMENT VALUE
12
EVERGREEN TREES OFF SITE
4
TOTAL REPLACEMENT TREES PROVIDED
4
TOTAL REPLACEMENT TREES REQUIRED
4
TOTAL REPLACEMENT DEFICIT
0
TREE REPLACEMENT CALCULATIONS
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 SEAT WALL BEYOND
CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE 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"
2"
6"
UNIT PAVERS
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
1 16
EXPANSION JOINT DELETE DOWEL
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
5'-6"
LAYOUT LINE (TYP.)
2"x3" JOIST
3" 8
INSIDE
ADJACENT PLANTER
2"
CIP CONCRETE BASE
6"
7'-0"
7'-0"
4"
OUTSIDE
EDGE RESTRAINT
4"
EQ.
1"x4" BOARDS
SEPARATION GEOTEXTILE TURN UP AT EDGES
FORMED KEY NO METAL KEY
1"
1"x4" BOARDS
3
1 8" TOOLED JOINT, 4 DEPTH OF SLAB.
BACKER ROD W/ BUFF COLOR SEALANT.
EQ.
2"x3" JOIST
EXPANSION/ISOLATION JOINT (EJ)
4"x4" POST
6x6 W2.0xW2.0 WWF
#5x12" REBAR. SLEEVED ONE END. 24" O.C. @ ADJOINING SLABS.
8"
CONTROL/CONTRACTION JOINT (CJ)
PRESET 2" Ø PVC WEEP, PEA GRAVEL FILL (TYP.)
3" 4
STRUCTURAL FILL REFER TO ARCHITECTURAL DETAILS
KEYED CONSTRUCTION JOINT (KJ)
STRUCTURAL SLAB REFER TO ARCHITECTURAL PLANS 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.
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
7
WATERPROOFING & SLAB DRAINAGE REFER TO ARCHITECTURAL DETAILS
8'-0" O.C. (TYP.) 4"
4" 10"
CONCRETE COLLAR
ELEVATION
WOODEN FENCE: TYPE 1
CONCRETE JOINTING
4
1/2"=1'-0"
1 1/2"=1'-0"
UNIT PAVING ON STRUCTURE
1
2'-0"
1 1/2"=1'-0"
TW COPING
2'-0"
BRICK VENEER MATCH ARCHITECTURE REINFORCED CMU BACKER WALL 3 8"
SEALANT JOINT
LINE OF ADJACENT CONSTRUCTION
ADJACENT PAVING 3" MIN.
2"
OUTSIDE
2"
6"
UNIT PAVERS 1 16
- 81" HAND TIGHT SAND-SWEPT JOINTS ASTM C144 FOR FINE AGGREGATE
EXPANSION JOINT DELETE DOWEL
SAND SETTING BED ASTM C33 FOR FINE AGGREGATE
INSIDE PL
SEPARATION GEOTEXTILE TURN UP AT EDGES
4"
2"x3" TOP RAIL
2"x3" TOP RAIL
ADJACENT PLANTER 1"x4" BOARDS
ELEVATION: A
BRICK VENEER AS/ ARCHITECTURE
EDGE RESTRAINT
4" CONNECT FENCE POST TO MASONRY WALL WITH GALVANIZED STEEL PLATE 38" THK. EMBEDDED IN THE MASONRY BELOW
CIP CONCRETE BASE
6x6 W2.0xW2.0 WWF
6"
1'-6"
2"
1" 2'9"
CAST STONE COPING AS/ARCH.
VARIES
4"
4"
4'-3"
4"x4" POST
7'-0"
1"x4" BOARDS
PRESET 2" Ø PVC WEEP, PEA GRAVEL FILL (TYP.) WATERPROOFING & DRAINAGE BOARD (SEE ARCHITECTURAL DRAWINGS)
VENEER AS/ ARCHITECTURE
8'-0" O.C. (TYP.)
1'-0"
STRUCTURAL SLAB (SEE ARCHITECTURAL DRAWINGS)
5
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
6' - 8' CC
C.I.P. RCC SUPPORT WALL OR MASONRY SUPPORT WALL AS PER STRUCTURAL ENGINEER.
WALL EDGES
4"
4"x4" POST
4"
8"
2"x3" WOODEN RAIL
6"
DRAINAGE BOARD. CLOSE & ANCHOR TO WALL PER MFR'S WRITTEN SPECIFICATIONS
2"
CAST STONE CURB
1"x4" BOARDS
6x6 W2.1xW2.1 WWF W/ CONTINUOUS CHARS
6 MIL VAPOR BARRIER COMPACTED DENSELY GRADED AGGREGATE VDOT 21-A (TYP.)
OUTSIDE 4"
PLAN
4"
NOTES: 1. REFER TO PLAN FOR JOINT TYPES.
8
WOODEN FENCE: TYPE 2 1/2"=1'-0"
COMPACTED SUBGRADE
UNIT PAVING ON GRADE
8"
INSIDE
COMPACTED AGGREGATE VDOT 21-A 2"
6
PLANTER CURB 1 1/2"=1'-0"
3
CONCRETE PAVING 1 1/2"=1'-0"
COMPACTED SUBGRADE PER SPECIFICATIONS
6'-0" 1'-53 4"
4" O.C. TYP. 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING
2"x1" TUBE STEEL 1'-4"
2" x 2" TUBE STEEL ADJACENT COND SEE PLAN
6'-6" STEEL COLUMN 6" X 6"
CURB & GUTTER
2" x 6" STEEL BEAM
2" X 6" STEEL BEAM
PERLINS, (TYP.)
" R5'-6
TREE GUARD: CROSS SECTION
R12 '-0"
2" x 2" POST 3 8" STAINLESS STEEL EXPANSION ANCHORS (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.
6
9"O.C. TYP.
STEEL JOISTS (2) 2" X 4"
2" X 4" STEEL JOISTS
1"=1'-0"
PERLINS 1" X 2"
6" x 6" STEEL COLUMN
VARIES SEE PLAN EQ.
EQ. 4" O.C. TYP.
1'-3"
1'-3" 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING
1 2"
10'-0"
1
PERGOLA PLAN 3/8"=1'-0"
1" 1'-32
1" 1'-32
2"x1" TUBE STEEL 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
BENCH FRAME CONNECTED TO PERGOLA COL.
2" x 2" POST STAINLESS STEEL EXPANSION ANCHORS (TYP.) 3 8"
TREE GUARD: LONGITUDINAL SECTION
CONCRETE FOOTING PLANTER CURB
BASE PLATE
BENCH TYPE II SIM.
STEEL COLUMN WOODEN BENCH
ADJACENT LANDSCAPE AREA
1"=1'-0"
1" 1'-94
BASE PLATE, BOLTED TO CONCRETE FOOTING
COMPOSITE WOOD MEMBERS ADJACENT LANDSCAPE AREA
CONCRETE FOOTING AND REINFORCEMENT AS PER STRUCTURAL
8"
1'-6"
PLANTER CURB BEYOND
STEEL SUPPORT ADJACENT PAVING
BASE PLATE, BOLTED TO CONCRETE FOOTING
1" 1'-62
PLANTER CURB BEYOND
4
BENCH TYPE II SECTION 1"=1'-0"
30° (T
YP.)
R1 1'0"
ADJACENT PAVING
3
PERGOLA SECTION 1"=1'-0"
2
BENCH TYPE II PLAN 3/8"=1'-0"
WOODEN BENCH SEE 4/L303
3" MIN.
NOTES NTS
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"
3" 1'-98 121" O.D. SCHEDULE 40 GALVANIZED STEEL PIPE 3 8" MAX. SEALANT JOINT (TYP.)
3'-0"
REBAR LUGS BY MRF.
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"
8
PROVIDE BLACK COLOR FOR ALL STREET FURNISHINGS INCLUDING BENCHES, TRASH RECEPTACLES, BIKE RACKS, LIGHT POLES, TREE FENCE.
1" 1'-28
1)
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.
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
