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Landscape Area T Evergreen Trees W W T 47'-1" 3/L101

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Landscape Area T Evergreen Trees W W T 47'-1 LEGEND: LEGEND: STREETSCAPE " 1 E 2 LIGHT POLE 2'-0" 2'-0" 5'-4" 1'-4 BIKE RACKS EVERGREEN TREES (TOTAL 6) TRASH CAN S FOR REPLACEMENT OF TREE BENCH D #26.1 APPROVAL NEEDED FROM NEIGHBORING PROPERTY CONCRETE PAVING T UNIT PAVERS BRICK WALL 8'-6" 6'-10" : UTILITIES WITH WOODEN FENCE TYPE 2 " 1 2 1 6'-0" 6'-0" 7'-5 1'-4 CONCRETE PAVING 2" T T T T T T T T T T T T T 2'-0" CURB EXISTING BUS SHELTER BIKE RACK COLUMBIA PIKE BIKE E RACK TREE PIT MIN 6' WIDE AND 12' LONG S WITH GROUND COVERS AND SHRUBS D T TREE GUARD (TYP.) OHW EVERGREEN TREES ON THREE SIDES OHW ENLARGEMENT: A ENLARGEMENT:B OHW 3 1"=10' 4 1"=10' OHW LANDSCAPE AREA 2'-3" 30'-0" BENCH (TYP.) 4'-7" 6'-0" 6'-0" BIKE RACK (TYP.) TWO (2) AT THIS LOCATION 30'-0" TREE PIT WITH GROUNDCOVERS AND SHRUBS ULMUS AMERICANA 30'-0" 'VALLEY FORGE' REFER ENLARGEMENT 4/L101 LIGHT FIXTURE (TYP.) TYPE A SEE PLAN FOR QUANTITIES TREE PIT WITH GROUNDCOVERS AND SHRUBS 30'-0" "SHY ZONE" CONCRETE PAVING SHY ZONE 6'-0" "CLEAR ZONE" 6'-0" CLEAR ZONE CONCRETE PAVEMENT WITH SOUTH LINCOLN STREET 3' X 3' SCORING PATTERN 6'-0" FURNITURE & PLANTING ZONE 30'-0" POTENTIAL LOCATION OF CURB BIOFILTER FOR AN 6'-0" "PLANTING & FURNITURE ZONE" GUTTER PAN ALTERNATE CONCEPT OF SWM. SEE CIVIL FOR MORE DETAILS PARKING TREE PIT WITH GROUNDCOVERS AND SHRUBS G 30'-0" TYPICAL ENLARGEMENT: SOUTH LINCOLN STREET REFER 2 1"=10' G PLANTER SUBDRAIN PLANTER SUBDRAIN PROPOSED SWM VAULT. ENLARGEMENT SEE CIVIL 3/L101 REFER ENLARGEMENT 1/L101 E T G EXISTING TRANSFORMER SOUTH LINCOLN STREET E W 33'-2" TO REMAIN T QUERCUS RUBRA 8' WIDE PARKING SEE PLAN FOR QUANTITIES E G ZONE T TRASH CAN (TYP.) W EXISTING BUS SHELTER E & FURNITURE W 6'-0" PLANTING ± 5'-4" SHY ZONE TO REMAIN. SURROUNDING BIKE RACK (TYP.) 6'-0" CLEAR ZONE W T G CONCRETE CURB TO BE E ONE AT THIS LOCATION G G T T REMOVED. T W T T T T T T T T T T T E LIGHT FIXTURE (TYP.) W T T T T T T T T T T T T T TYPE B W T G E 47'-1" 30'-0" 30'-0" 30'-0" 30'-0" 24' - 0" G HANDICAP RAMP WITH T W DETECTABLE PAVING E 6'-0" PLANTING & SEE CIVIL FOR RAMP DETAILS. T G W W W W W W W W W W W W W W W E W W W W W W G FURNITURE ZONE SIGHT TRIANGLE W W W E SEE CIVIL W W T W W W W W W 6'-0" "CLEAR ZONE" W PROPERTYG LINE W W W CONCRETE PAVEMENT WITH G W E W T LIGHT FIXTURE (TYP.) W W W W 3' X 3' SCORING PATTERN W TYPE B BIKE RACK (TYP.) TWO AT THIS LOCATION "SHY ZONE" CURB GUTTER PAN COLUMBIA PIKE PARKING TYPICAL ENLARGEMENT: COLUMBIA PIKE 1 1"=10' 0 10' 20' 40' 60' PLANTER CURB TREE REPLACEMENT: ON SITE PROPOSED # EQUIVALENT PERGOLA CATEGORY TREES REPLACEMENT VALUE 42" GUARD RAIL EGRESS GATE 12 LARGE TREES 12 24 ORNAMENTAL AND EVERGREEN TREES 8 BUILT-IN PLANTER - 1241 SF; 20 TREES, SHRUBS, PERENNIALS & TOTAL REPLACEMENT TREES PROVIDED GROUNDCOVER TOTAL REPLACEMENT TREES REQUIRED 31 UNIT PAVING 11 ON STRUCTURE TOTAL REPLACEMENT DEFICIT 938 SF TREE REPLACEMENT: OFF SITE PROPOSED # EQUIVALENT CATEGORY BENCH TREES REPLACEMENT VALUE 12 EVERGREEN TREES OFF SITE 4 TOTAL REPLACEMENT TREES PROVIDED 4 TOTAL REPLACEMENT TREES REQUIRED 4 TOTAL REPLACEMENT DEFICIT 0 BUILT-IN PLANTER - 543 SF; SHRUBS, PERENNIALS, & GROUNDCOVER TREE REPLACEMENT CALCULATIONS (POTENTIAL BIO-RETENTION AREA) 1 BUILT-IN PLANTER - 706 SF; EGRESS GATE 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 20 YEAR CANOPY COVERAGE CALCULATIONS 0 5' 10' 20' 30' 2 LEGEND: PAVEMENT DRAIN TRENCH DRAIN RIDGE VARIES 1% TO 1.5% TRENCH DRAIN PLANTING TRENCH DRAIN PLANTER DRAIN PLANTING PLANTING PLANTING 0 5' 10' 20' 30' STRUCTURAL FILL PLANTING SOIL PLANTER CURB CONCRETE UNIT PAVERS OR OTHER APPROVED SURFACE 3'-6" PLANTER CURB GUARD RAIL 2'-0" 4'-0" PLANTING SOIL VARIES SEE PLAN 1'-0" VARIES DRAINAGE GRAVEL 5'-6" AT THE TREE SECTION 1 1 3/8"=1'-0" CONCRETE UNIT PLANTING SOIL PAVERS OR OTHER APPROVED SURFACE SEAT WALL BEYOND STRUCTURAL FILL SEAT WALL BEYOND 2'-0" 2'-0" VARIES SEE PLAN VARIES SEE PLAN VARIES SEE PLAN SECTION 1 2 3/8"=1'-0" LINE OF ADJACENT UNIT PAVERS CONSTRUCTION 1 1 16 - 8" HAND TIGHT SAND-SWEPT JOINTS EXPANSION JOINT ASTM C144 FOR FINE AGGREGATE 6'-0" 2" DELETE DOWEL 2" 6" SAND SETTING BED 5'-6" ASTM C33 FOR FINE AGGREGATE 2"x3" JOIST LAYOUT LINE (TYP.) SEPARATION GEOTEXTILE 3 1 FORMED KEY TURN UP AT EDGES 3 BACKER ROD W/ BUFF 8" TOOLED JOINT, 4 2"x3" JOIST " NO METAL KEY 8 COLOR SEALANT. DEPTH OF SLAB. ADJACENT PLANTER 1"x4" BOARDS 1"x4" BOARDS EQ. EDGE RESTRAINT 1" 2" CIP CONCRETE BASE 4" INSIDE OUTSIDE EQ. 4" 6x6 W2.0xW2.0 WWF 6" #5x12" REBAR. SLEEVED ONE END. 7'-0" 7'-0" PRESET 2" Ø PVC WEEP, 24" O.C. @ ADJOINING SLABS. 8" 3 4" PEA GRAVEL FILL (TYP.) STRUCTURAL FILL 4"x4" POST EXPANSION/ISOLATION JOINT CONTROL/CONTRACTION JOINT KEYED CONSTRUCTION JOINT (EJ) (CJ) (KJ) REFER TO ARCHITECTURAL DETAILS WATERPROOFING & SLAB DRAINAGE CONCRETE 8'-0" O.C. REFER TO ARCHITECTURAL DETAILS 10" COLLAR (TYP.) 4" 4" NOTES: STRUCTURAL SLAB 1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" UNLESS OTHERWISE INDICATED. REFER TO ARCHITECTURAL PLANS 1" 2. INSTALL EXPANSION JOINTS @ 20'-0" INTERVALS MAX., UNLESS OTHERWISE INDICATED, AND NOTES: 1 3 WHERE SLAB MEETS ANY ADJACENT STRUCTURE. 1. EDGE RESTRAINT: 22 x 4 x 16" GALVANIZED STEEL ANGLE, AFFIXED TO TOP OF SLAB W/ EXPANSION 1 ANCHORS, MIN. 24" O.C. INSTALL PAVER COURSES IN STRAIGHT LINES AND TRUE ARCS AND SECTION C ELEVATION 3. TOOL ALL EXPOSED EDGES W/ 4" RADIUS. 1 4. RECESS EXPANSION JOINTS 4" BELOW FINISH GRADE. TANGENTS. 5. SAWCUT JOINTS ARE PROHIBITED. 1. FOR ALL CUTS, REPLICATE EDGE CONDITION OF UNCUT UNIT. 1 2. INSTALL CUT UNITS MIN. 10 UNITS FROM ENDS OF COURSE. CUT UNITS LESS THAN 2 PAVER DIMENSION ARE PROHIBITED. REMOVE CUT UNIT AND 2 ADJACENT UNITS; INSTALL 3 EQUAL CUT UNITS. WOODEN FENCE: TYPE 1 CONCRETE JOINTING 3. FOR RADIAL COURSES, INSTALL SYMMETRICALLY CUT UNITS AT REGULAR INTERVALS. CUT EACH UNIT 7 1/2"=1'-0" 4 1 1/2"=1'-0" FOR SMALLER RADII AND AS DIRECTED BY ARCHITECT. UNIT PAVING ON STRUCTURE 2'-0" 1 1 1/2"=1'-0" TW COPING BRICK VENEER MATCH ARCHITECTURE REINFORCED CMU BACKER WALL 2'-0" 3 8" SEALANT JOINT LINE OF ADJACENT UNIT PAVERS ADJACENT PAVING CONSTRUCTION 1 1 16 - 8" HAND TIGHT SAND-SWEPT JOINTS EXPANSION JOINT ASTM C144 FOR FINE AGGREGATE 3" MIN. DELETE DOWEL SAND SETTING BED OUTSIDE INSIDE 2" ASTM C33 FOR FINE AGGREGATE 2" 6" PL SEPARATION GEOTEXTILE 2"x3" TOP RAIL TURN UP AT EDGES 2"x3" TOP RAIL 4" ADJACENT PLANTER 1"x4" BOARDS EDGE RESTRAINT 1"x4" BOARDS 1" 2" 4" CIP CONCRETE BASE 1'-6" 4'-3" CONNECT FENCE POST TO 4"x4" POST 7'-0" MASONRY WALL WITH GALVANIZED STEEL 6" 6x6 W2.0xW2.0 WWF 3 PLATE 8" THK. EMBEDDED PRESET 2" Ø PVC WEEP, IN THE MASONRY BELOW PEA GRAVEL FILL (TYP.) 4" 4" WATERPROOFING & DRAINAGE BOARD 8'-0" O.C. COMPACTED AGGREGATE VENEER (SEE ARCHITECTURAL DRAWINGS) (TYP.) 1'-0" VDOT 21-A CAST STONE AS/ ARCHITECTURE STRUCTURAL SLAB 2'9" COMPACTED SUBGRADE COPING (SEE ARCHITECTURAL DRAWINGS) 2" AS/ARCH. SEAT WALL UNIT PAVING ON GRADE 5 3/4"=1'-0" 2 1 1/2"=1'-0" ELEVATION: A BRICK VENEER AS/ ARCHITECTURE SECTION: B VARIES 8" LINE OF ADJACENT WALL OR CURB CIP CONCRETE CAST STONE CURB MEDIUM BROOM FINISH SWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC 2"x3" WOODEN RAIL DRAINAGE BOARD. CLOSE & ANCHOR TO 1"x4" BOARDS WALL PER MFR'S 2" INSIDE 8" 4"x4" POST WRITTEN SPECIFICATIONS 4" C.I.P. RCC SUPPORT WALL OR MASONRY 4" 6x6 W2.1xW2.1 WWF SUPPORT WALL AS 6" W/ CONTINUOUS CHARS PER STRUCTURAL 6 MIL VAPOR BARRIER WALL ENGINEER. 6' - 8' CC EDGES COMPACTED DENSELY GRADED AGGREGATE VDOT 21-A (TYP.) OUTSIDE 4" 4" COMPACTED SUBGRADE PER SPECIFICATIONS PLAN NOTES: 1. REFER TO PLAN FOR JOINT TYPES. WOODEN FENCE: TYPE 2 PLANTER CURB CONCRETE PAVING 8 1/2"=1'-0" 6 1 1/2"=1'-0" 3 1 1/2"=1'-0" 6'-0" 3 1'-54" 4" O.C. TYP. 1 1 2"x2" TUBE STEEL 1 2" TUBE STEEL RING 2"x1" TUBE STEEL 2" x 2" TUBE STEEL 1'-4" ADJACENT COND 6'-6" SEE PLAN STEEL COLUMN 6" X 6" CURB & GUTTER 2" x 6" STEEL BEAM 2" X 6" STEEL BEAM PERLINS, (TYP.) 9"O.C. TYP. 2" x 2" POST NOTES: 3" STAINLESS STEEL 1. ALL COMPONENTS ARE GALVANIZED STEEL, PAINTED BLACK TO MATCH 8 EXPANSION ANCHORS (TYP.) EXISTING, UNLESS OTHERWISE INDICATED. 2. ALL CONNECTION ARE SHOP WELDED UNLESS OTHERWISE INDICATED. 3. GRIND SMOOTH ALL WELDS AND PRIOR TO FINISHING. R5'-6" R12'-0" STEEL JOISTS (2) 2" X 4" TREE GUARD: CROSS SECTION 2" X 4" STEEL JOISTS PERLINS 6 1"=1'-0" 1" X 2" 6" x 6" STEEL COLUMN VARIES SEE PLAN EQ.
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