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

6'-0"

6'-0" SOUTH LINCOLN STREET LINCOLN SOUTH

1 2

2'-0"

6'-10"

1'-4 CURB GUTTER PAN PARKING ENLARGEMENT:B 1"=10' BIKE RACK T 4 QUERCUS RUBRA SEE PLAN FOR QUANTITIES T

6'-0" T

6'-0"

4'-7" 5'-4"

2'-0" T 2'-3"

1'-4 "

± 5'-4" SHY ZONE SHY 5'-4" ± 1 T

COLUMBIA PIKE

2'-0"

T SHY ZONE ZONE CLEAR 6'-0"

CURB ZONE

T FURNITURE &

PARKING COLUMBIA PIKE 'VALLEY FORGE' PLANTING 6'-0" PLANTING ZONE 6'-0" CLEAR ZONE

6'-0" FURNITURE &

T GUTTER PAN

TYPICAL ENLARGEMENT: COLUMBIA PIKE 1"=10'

ULMUS AMERICANA

2 TYPICAL ENLARGEMENT: SOUTH LINCOLN STREET 1"=10' " 7'-5 T 1 ENLARGEMENT: A 1"=10'

CURB BIKE RACK

SEE PLAN FOR QUANTITIES SHELTER 8'-6" 1 2 3 EXISTING BUS ONE AT THIS LOCATION BRICK WALL WITH WOODEN FENCE TYPE 2

CONCRETE PAVING TREE PIT MIN 6' WIDE AND 12' LONG WITH GROUND COVERS AND SHRUBS TREE GUARD (TYP.) ON THREE SIDES BENCH (TYP.) BIKE RACK (TYP.) TWO (2) AT THIS LOCATION TREE PIT WITH GROUNDCOVERS AND SHRUBS

LIGHT FIXTURE (TYP.) TYPE A TREE PIT WITH GROUNDCOVERS AND SHRUBS TREE PIT WITH GROUNDCOVERS AND SHRUBS BIKE RACK (TYP.)

LIGHT FIXTURE (TYP.) TYPE B LIGHT FIXTURE (TYP.) TYPE B 10' 20' 40' 60' 8' WIDE PARKING "SHY ZONE"

TRASH CAN (TYP.) 6'-0" "CLEAR ZONE" 6'-0" "PLANTING & FURNITURE ZONE" 3' X SCORING PATTERN CONCRETE PAVEMENT WITH SEE CIVIL FOR RAMP DETAILS. SIGHT TRIANGLE SEE CIVIL

PLANTER SUBDRAIN HANDICAP RAMP WITH DETECTABLE PAVING

SOUTH LINCOLN STREET LINCOLN SOUTH

30'-0"

30'-0" 33'-2"

T T T T T T

G T T T T

E E W E E T E E E E E E

G T

G G G

REFER ENLARGEMENT 4/L101 ENLARGEMENT REFER T W

24' - 0" T

W T W

W T W T

30'-0" T W

W T T PLANTER SUBDRAIN REFER ENLARGEMENT 1/L101 #26.1 APPROVAL NEEDED FROM EVERGREEN TREES (TOTAL 6) NEIGHBORING PROPERTY

FOR REPLACEMENT OF TREE W

W T 30'-0"

W T 6'-0" PLANTING &

FURNITURE ZONE W

W W

6'-0" "CLEAR ZONE" 3' X SCORING PATTERN CONCRETE PAVEMENT WITH "SHY ZONE" T

W T

30'-0" T

W T

W T 30'-0"

T W

W T

T W

W T

LANDSCAPE AREA T EVERGREEN TREES W W T 47'-1" 3/L101

REFER ENLARGEMENT T

W W T T S E D T

W W

OHW

G W G

SEE CIVIL G REMOVED. MORE DETAILS

TO REMAIN G G OHW G

W BIOFILTER FOR AN G W G SWM. SEE CIVIL FOR

PROPERTY LINE

CONCRETE PAVING TRASH CAN TRASH

CONCRETE PAVING LIGHT POLE LIGHT BIKE RACKS BENCH UNIT PAVERS

OHW

POTENTIAL LOCATION OF ALTERNATE CONCEPT OF

W W EXISTING BUS SHELTER

BIKE RACK (TYP.) PROPOSED SWM VAULT. CONCRETE CURB TO BE : UTILITIES

EXISTING TRANSFORMER T S E D W W W W W TO REMAIN. SURROUNDING

OHW W W W

LEGEND: STREETSCAPE LEGEND: W

W LEGEND: TWO AT THIS LOCATION 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

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" SECTION C PLAN INSIDE

OUTSIDE 7'-0" 2" ELEVATION: A

4" INSIDE

6" 4" 10" 7 8 OUTSIDE 1/2"=1'-0" 1/2"=1'-0" WOODEN FENCE:TYPE1 WOODEN FENCE: TYPE2 6' -8'CC 1"x4" BOARDS COLLAR CONCRETE 1" 2"x3" JOIST 2"x3" WOODENRAIL 2" BRICK VENEER AS/ ARCHITECTURE 1"x4" BOARDS 6" 2" 4"x4" POST 1"x4" BOARDS ELEVATION RAIL COPING CAST STONE 4"x4" POST 2"x3" TOP AS/ARCH. EDGES WALL

7'-0" 6'-0"

4" 5'-6" OUTSIDE

4" 7'-0" 2" 1"x4" BOARDS VARIES 2'9" 4'-3" 4"x4" POST 4" 2"x3" JOIST INSIDE 1'-6"

EQ. EQ. 4 .INSTALLCONTROLJOINTSATEQUALINTERVALSOF5'-0"UNLESSOTHERWISEINDICATED. 1. NOTES: .SAWCUTJOINTSAREPROHIBITED. 5. .TOOLALLEXPOSEDEDGESW/ 3. .INSTALLEXPANSIONJOINTS@20'-0"INTERVALSMAX.,UNLESSOTHERWISEINDICATED,AND 2. .RECESSEXPANSIONJOINTS 4. EXPANSION/ISOLATION JOINT SECTION: B 1"x4" BOARDS IN THEMASONRYBELOW PL PLATE MASONRY WALLWITH GALVANIZED STEEL CONNECT FENCEPOSTTO 2"x3" TOPRAIL AS/ ARCHITECTURE VENEER WHERE SLABMEETSANYADJACENTSTRUCTURE. CONCRETE JOINTING 1 1/2"=1'-0" 6" 8 3 " THK.EMBEDDED 8 3 " (EJ) BACKER RODW/BUFF COLOR SEALANT. 24" O.C.@ADJOININGSLABS. #5x12" REBAR.SLEEVEDONEEND. LAYOUT LINE(TYP.) 1 4 " BELOWFINISHGRADE. 1 4 " RADIUS. CONTROL/CONTRACTION JOINT 6 5 8" TW PLANTER CURB SEAT WALL 1 1/2"=1'-0" 3/4"=1'-0" (CJ) DEPTH OFSLAB. 8 3 " TOOLEDJOINT, 2'-0" 8"

3" MIN.

4" 2'-0" KEYED CONSTRUCTIONJOINT 1 4 8 3 (SEE ARCHITECTURALDRAWINGS) REINFORCED CMUBACKERWALL BRICK VENEERMATCHARCHITECTURE (SEE ARCHITECTURALDRAWINGS) STRUCTURAL SLAB COPING WATERPROOFING &DRAINAGEBOARD ADJACENT PAVING " SEALANTJOINT DRAINAGE BOARD. ENGINEER. PER STRUCTURAL SPECIFICATIONS CLOSE &ANCHORTO SUPPORT WALLAS C.I.P. RCCSUPPORT CAST STONECURB WRITTEN WALL PERMFR'S WALL ORMASONRY 8" (KJ) 3 4 " NO METALKEY FORMED KEY

3 6" 4" 1"

2 6" 4" 1 .REFERTO 1. NOTES: 1" 4" 2" 4" 2" CONCRETE PAVING 1 1/2"=1'-0" UNIT PAVINGONGRADE UNIT PAVINGONSTRUCTURE 1 1/2"=1'-0" 1 1/2"=1'-0" . EDGERESTRAINT:2 1. .FORALLCUTS,REPLICATEEDGECONDITIONOFUNCUTUNIT. 1. NOTES: .FORRADIALCOURSES,INSTALLSYMMETRICALLYCUTUNITSATREGULARINTERVALS.EACHUNIT 3. .INSTALLCUTUNITSMIN.10FROMENDSOFCOURSE. UNITSLESSTHAN 2. 2" FOR SMALLERRADIIANDASDIRECTEDBYARCHITECT. TANGENTS. ANCHORS, MIN.24"O.C.INSTALLPAVERCOURSESINSTRAIGHTLINESANDTRUEARCS ARE PROHIBITED.REMOVECUTUNITAND2ADJACENTUNITS;INSTALL3EQUALUNITS. 4" 1'-0" PLAN 4" FORJOINTTYPES. LINE OFADJACENT CONSTRUCTION LINE OFADJACENTWALLORCURB 8'-0" O.C. 8'-0" O.C. (TYP.) 2 1 DELETE DOWEL EXPANSION JOINT x4 (TYP.) LINE OFADJACENT CONSTRUCTION 3 16 " GALVANIZEDSTEELANGLE,AFFIXEDTOTOPOFSLABW/EXPANSION DELETE DOWEL EXPANSION JOINT 2" DIRECTION OFTRAFFIC PER SPECIFICATIONS MEDIUM BROOMFINISH CIP CONCRETE COMPACTED SUBGRADE COMPACTED DENSELYGRADED AGGREGATE 6x6 W2.1xW2.1WWF SWEEP PERPENDICULARTO 6 MILVAPORBARRIER W/ CONTINUOUSCHARS VDOT 21-A(TYP.) PEA GRAVELFILL(TYP.) PRESET 2"ØPVCWEEP, EDGE RESTRAINT 16 UNIT PAVERS COMPACTED SUBGRADE COMPACTED AGGREGATE CIP CONCRETEBASE 6x6 W2.0xW2.0WWF SEPARATION GEOTEXTILE SAND SETTINGBED TURN UPATEDGES ASTM C33FORFINEAGGREGATE ASTM C144FORFINEAGGREGATE VDOT 21-A ADJACENT PLANTER REFER TOARCHITECTURALPLANS REFER TOARCHITECTURALDETAILS PEA GRAVELFILL(TYP.) PRESET 2"ØPVCWEEP, REFER TOARCHITECTURALDETAILS STRUCTURAL SLAB STRUCTURAL FILL 6x6 W2.0xW2.0WWF WATERPROOFING &SLABDRAINAGE EDGE RESTRAINT 16 UNIT PAVERS CIP CONCRETEBASE SEPARATION GEOTEXTILE SAND SETTINGBED TURN UPATEDGES ASTM C33FORFINEAGGREGATE 1 ADJACENT PLANTER ASTM C144FORFINEAGGREGATE 1 - - 8 1 8 1 " HANDTIGHTSAND-SWEPTJOINTS " HANDTIGHTSAND-SWEPTJOINTS 2 1 PAVERDIMENSION 2" X 4" STEEL JOISTS (2) 2" X 6" STEEL BEAM PLANTER CURB PERLINS 1" X 2" 6" X STEEL COLUMN SEE 4/L303

WOODEN BENCH

R11'-0" R12'-0"

R5'-6"

WOODEN BENCH 30° (TYP.) 30° PERGOLA PLAN BENCH TYPE II PLAN 3/8"=1'-0" 3/8"=1'-0" BASE PLATE 1 2 STEEL COLUMN CONCRETE FOOTING BENCH TYPE II SIM. ADJACENT PAVING PLANTER CURB BEYOND CONNECTED TO BENCH FRAME PERGOLA COL. 6'-6" CONCRETE FOOTING AND STRUCTURAL BASE PLATE, BOLTED TO CONCRETE FOOTING REINFORCEMENT AS PER PERLINS, (TYP.) TYP. 9"O.C. 2" x 6" STEEL BEAM 6" x STEEL COLUMN 2" X 4" STEEL JOISTS " 1 2

1'-6 10'-0" PERGOLA SECTION 1"=1'-0" 3 D ADJACENT LANDSCAPE AREA ADJACENT CON SEE PLAN " TUBE STEEL " TUBE STEEL 1 2 1 2 " TUBE STEEL RING "x " TUBE STEEL RING "x 1 1 2 2 2"x1" TUBE STEEL 2" x TUBE STEEL 1 1 2 2 2"x1" TUBE STEEL 2" x TUBE STEEL 1'-3" " STAINLESS STEEL " STAINLESS STEEL 2" x POST 3 8 EXPANSION ANCHORS (TYP.) 2" x POST 3 8 EXPANSION ANCHORS (TYP.) EQ. PLANTER CURB BEYOND 6'-0" VARIES SEE PLAN ADJACENT PAVING STEEL SUPPORT COMPOSITE WOOD MEMBERS

BASE PLATE, BOLTED TO CONCRETE FOOTING

4" O.C. TYP. 4" O.C. TYP. 1'-6"

EQ. 1'-3" 8" "

4 3

2 1 4

1'-5 " 1

1'-9

2 2

" " 1'-3 1'-3

1 1 1'-4" 1"=1'-0" TREE GUARD: CROSS SECTION BENCH TYPE II SECTION 1"=1'-0" 1"=1'-0" TREE GUARD: LONGITUDINAL SECTION ADJACENT 6 4 5 CURB & GUTTER 2. ALL CONNECTION ARE SHOP WELDED UNLESS OTHERWISE INDICATED. 3. GRIND SMOOTH ALL WELDS AND PRIOR TO FINISHING. NOTES: EXISTING, UNLESS OTHERWISE INDICATED. 1. ALL COMPONENTS ARE GALVANIZED STEEL, PAINTED BLACK TO MATCH LANDSCAPE AREA 2. ALL CONNECTION ARE SHOP WELDED UNLESS OTHERWISE INDICATED. 3. GRIND SMOOTH ALL WELDS AND PRIOR TO FINISHING. NOTES: EXISTING, UNLESS OTHERWISE INDICATED. 1. ALL COMPONENTS ARE GALVANIZED STEEL, PAINTED BLACK TO MATCH 3" MIN.

NOTE: 1. ALL HARDWARE TO BE GALVANIZED OR STAINLESS STEEL. PAINT TO MATCH LEG. 1) PROVIDE BLACK COLOR FOR ALL STREET 2. PROVIDE (1) ANCHOR & WASHER PER FURNISHINGS INCLUDING BENCHES, TRASH ANCHOR HOLE, AS REQUIRED BY RECEPTACLES, BIKE RACKS, LIGHT POLES, TREE BENCH MFR; DROP-IN ANCHOR OR FENCE. SLEEVE ANCHOR W/ ACORN NUT. NOTES 8 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 STREETLIGHT STREETLIGHT - TWIN ARM 1 1A BENCH TYPE I NTS NTS 6 1 1/2"=1'-0"

EXISTING RECEPTACLE (VARIES)

POLE BASE COVER SIMILAR TO 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 PRESET CONDUIT & GROUNDING; 5 1"=1'-0" REFER TO SITE ELECTRICAL & 3 MFR'S WRITTEN SPECIFICATIONS 1'-98" 1 12" O.D. SCHEDULE 40 GALVANIZED STEEL PIPE 3 8" MAX. SEALANT JOINT (TYP.) 3'-0" REBAR LUGS BY MRF.

NOTES: " 1 8 1. THIS DETAIL IS FOR PAVEMENT CONDITIONS ADJACENT 10" TO LIGHT POLE. FOOTING DESIGN BY OTHERS. 1'-2 2. VERIFY FOOTING DIAMETER W/ LIGHT MRF. & STRUCTURAL REQUIREMENTS. THICKENED SLAB 61" 3. REFER TO SITE ELECTRICAL PLANS/SPECIFICATIONS & 8 POLE MFR. FOR ADDITIONAL INFORMATION. MIN. BIKE RACK POLE LIGHT BASE STREETLIGHT - POLE 4 NTS 3 1" = 1'-0" 2 NTS 7 4 1

SINGLE STEM TREE PLANTING (SIM.) ROOT FLARE TREE UPLIGHT IRRIGATION PIPE MULCH

ON STRUCTURE SOIL MIX; REFER TO SPECIFICATIONS 6 x 6 TIMBER DEADMAN, 3'-0" LENGTH w/ 3/8"x4" EYEBOLTS; 2'-6" MIN. GUY AS INDICATED 4'-0" MIN. FILTER FABRIC DRAINAGE AGGREGATE DRAINAGE BOARD &

4" WATERPROOFING; MIN. REFER TO ARCHITECTURAL DETAILS.

STRUCTURAL SLAB; REFER TO STRUCTURAL PLANS PRESET CONDUIT; REFER NOTES: TO ELECTRICAL PLANS 1. INSTALL INSULATION AND/OR TOPPING SLAB, AS APPROVED BY ARCHITECT, TO PROVIDE POSITIVE DRAINAGE TO ALL PLANTING AREA DRAIN; LOCATION/QUANTITES DRAINS. WATERPROOF PER ARCHITECTURAL DETAILS. VARY 2

6 3 PLANTING NOTES PLANTING SPECIFICATIONS LANDSCAPE MAINTENANCE MANAGEMENT PROGRAM