a.5 9' - 0 8' -...

Stair #1Mech. Rm.

Retail #2

Loft 4 Loft 5 Loft 6 Loft 7 Loft 8 Loft 9 Loft 10 Loft 11 Loft 12 Loft 13

Lobby

270' - 8"

Alley

North Glebe Road ‐ Route #120

7th Street North

N. Carlin

Springs Road

Townhomes

Fire Truck Access

Private Patio

2A.5

1A.5

3A.5

269' - 4"

267' - 6"

LeasingOffice Club Room

FitnessRoomBike

Storage

Stair #2

TrashRoom

Retail #1

270' - 8"

44' - 0"

20' -

0"

Loft 3Loft 2Loft 1

Garage Intake

Townhomes Townhomes

Mail &PackageRooms

266' - 8"

265' - 10"DN 15%

Mech.Mezz.273' - 8"

Loading Serv. Corr.

Elev.#2

Elev.#1 Exhaust Above

Garage Exhaust Above

(2,427.61 sf)(1,821 sf)(1,228 sf)(1,238 sf)(584 sf)(1,824 sf)60 Bikes(725 sf)

(2,060.52 sf)

40' x 12' x 15'

412' - 11 1/2"

8' -

8"

79' -

4"

4' -

0"

Private Patio Private Patio Private Patio

(1,468 sf *)(1,424 sf *)(989 sf *)(1,212 sf *)(1,335 sf *)(989 sf *)(989 sf *)(989 sf *)(1,335 sf *)(1,158 sf *)(989 sf *)(989 sf *)(1,363 sf *)

Trash Truck Pickup

Trash Truck Pickup

Retail #2

Service Rou

te

Retail #1

& Res. Trash Rou

te

Retail #1 Service Route

Residential Corridor Residential Corridor

4A.5

4A.8

8' -

2"

9' -

0"

271' - 6"

266' - 5"

266' - 3"

1BR A1BR A 1BR A 1BR A 2BR B

1BR+D B 2BR EJR 1STUDIO A1BR BJR 1JR 1JR 11BR+D A1BR A2JR 1JR 1JR 1STUDIO A1BR B

1BR A1BR A1BR A1BR A 2BR C

2BR D

2BR B2BR C 1BR A1 2BR A 1BR A1

Stair #2 Stair #1

Trash Rm.

Elec. Rm.

2A.5

1A.5

3A.5

Elev.#1

Elev.#2

Alley


7th Street North

N. Carlin

Springs Road

TownhomesTownhomes Townhomes

Retail #1Grease Shaft


413' - 1 1/2"

79' -

4"

9' -

9"

41' - 0"

20' - 0"

1' -

10"

1' -

10"

22' - 8"

15' -

11"

22' - 8"

1' -

10"

51' -

10"

0' -

8" 11' - 4"

0' -

8" 6' - 0"

1BR B

Exhaust

1BR B

(1,176 sf) (1,033 sf) (731 sf) (731 sf) (731 sf) (731 sf) (743 sf) (1,138 sf) (743 sf) (731 sf) (731 sf) (731 sf) (731 sf) (1,033 sf) (1,176 sf)

(1,232 sf)(974 sf)(676 sf)(578 sf)(685 sf)(685 sf)(676 sf)(676 sf)(676 sf)(962 sf)(791 sf)(676 sf)(676 sf)(676 sf)(578 sf)(685 sf)(685 sf)(1,131 sf)

4A.5

4A.8

General Plan Notes1. Ground floor loft unit areas include loft space on

mezzanine floor. Refer to A.9 FAR Tabulation forMezzanine Gross Area included in FAR Calculation.

ARCHITECT

Hord Coplan Macht, Inc.2000 Duke St, Suite 120 Alexandria, VA 22314p. 410. 837. 7311 f. 410. 837. 6530

© Hord Coplan Macht, Inc.

7

A JHGFEDCB

6

5

4

3

2

1

STRUCTURAL ENGINEER

Tadjer Cohen Edelson Associates, Inc.1109 Spring St Silver Spring, MD 20910p. 301.587.1820 f. 301.588.1966

M/E/P ENGINEER

CIVIL ENGINEERS

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

Project Number

Project Name

no. date revision

Metropolitan Engineering1150 17th St, NW, Suite 300 Washington, DC 20036p. 202.296.2580 f. 202.296.1942

VIKA Incorporated8180 Greensboro Dr, Suite 200 McLean, VA 22101p. 703.442.7800 f. 703.761.2787

LANDSCAPE ARCHITECT

Studio 39 Landscape Architecture, PC6416 Grovedale Dr, Suite 100‐A Alexandria, VA 22310p. 703.719.6500 f. 703.719.6503

C:\Users\brobinson\Documents\213150 Glebe 25 - Option D - 2014_brobinson.rvt12/18/2014 9:22:10 AM

1" = 20'‐0"

670 Glebe Road Associates, llc

672 FLATSArlington, Virginia

11.05.2014

213150

A.3GROUND & TYP.RESIDENTIAL LEVELS

672 FLATS

07.15.2014 4.1 SUBMISSION1 09.30.2014 4.1 SUBMISSION #2

1" = 20'-0"A.5 A.3

GROUND LEVEL1

1" = 20'-0"A.5 A.3

TYP RES LEVEL2

N PLAN NORTH

0 10 20 40

N PLAN NORTH

0 10 20 40

2A.5

1A.5

3A.5

1BR AP1BR AP 1BR AP 1BR AP 2BR BP

1BR+D B 2BR EPJR 1STUDIO AP1BR BPJR 1JR 1JR11BR+D AP1BR A2PJR 1JR 1JR 1STUDIO AP1BR BP

1BR AP1BR AP1BR AP1BR AP 2BR C

2BR DP

2BR BP2BR C 1BR A1 2BR A 1BR A1

Stair #1

Trash Rm.

Elev.#1

Elev.#2

79' -

4"

413' - 1 1/2"

Alley


7th Street North

N. Carlin

Springs Road




333' - 4"

Exhaust

1BR BP 1BR BP

(1,176 sf) (1,064 sf) (762 sf) (762 sf) (762 sf) (762 sf) (743 sf) (1,138 sf) (743 sf) (762 sf) (762 sf) (762 sf) (762 sf) (1,064 sf) (1,176 sf)

(1,263 sf)(974 sf)(676 sf)(552 sf)(659 sf)(659 sf)(676 sf)(676 sf)(676 sf)(937 sf)(766 sf)(676 sf)(676 sf)(676 sf)(552 sf)(659 sf)(659 sf)(1,030 sf)

4A.5

2A.5

1A.5

3A.5

Unit Rooftop CondensersRooftop Unit Rooftop UnitGrease Exhaust Grease Exhaust

Garage Exhaust Fans Stair #1Stair #2 Elevator #2Penthouse

Elevator #1Penthouse

345' - 4"

345' - 4"345' - 4"

345' - 4"

355' - 0"355' - 0"355' - 0"355' - 0"

Unit Rooftop Condensers

Roof HPRoof HP

19' - 3"

10' -

11"

19' - 3"19' - 3"

9' -

10

1/4"

11' -

9 1

/4"

19' - 3"

9' -

10

1/4"

High ParapetHigh Parapet Architectural Accent Roof Architectural Accent RoofArchitectural Accent Roof

333' - 4"333' - 4" 333' - 4" 333' - 4"

Alley


7th Street North

N. Carlin

Springs Road


358' - 0"

353' - 8"

13%

352' - 4"

349' - 4"

8%

352' - 4"

349' - 4"

8%

354' - 0"

348' - 0" 348' - 0" 348' - 0" 348' - 0"

354' - 0"

4A.5

346' - 0"346' - 0" 346' - 0" 346' - 0"

General Plan Notes1. Ground floor loft unit areas include loft space on

mezzanine floor. Refer to A.9 FAR Tabulation forMezzanine Gross Area included in FAR Calculation.

ARCHITECT



7

A JHGFEDCB

6

5

4

3

2

1

STRUCTURAL ENGINEER


M/E/P ENGINEER

CIVIL ENGINEERS

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

Project Number

Project Name

no. date revision



LANDSCAPE ARCHITECT


C:\Users\brobinson\Documents\213150 Glebe 25 - Option D - 2014_brobinson.rvt10/8/2014 3:19:18 PM

1" = 20'‐0"



07.15.2014

213150

A.45TH RESIDENTIAL LEVEL& ROOF

672 FLATS


1" = 20'-0"A.5 A.4

5TH RES LEVEL1

1" = 20'-0"A.5 A.4

ROOF PLAN2

N PLAN NORTH

0 10 20 40

N PLAN NORTH

0 10 20 40

G1270' - 8"

R1290' - 8"

R2301' - 4"

R3312' - 0"

R4322' - 8"

R5333' - 4"

ROOF346' - 0"

P1257' - 8"

P2248' - 8"

1 2 4 5 6 7 8 9 10 11 12 13 14 15 163

2A.5

3A.5

AVERAGE SITE ELEVATION270' - 0 1/2"

12' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

0"

10' -

0"

13' -

0"

9' -

0"

75' -

11

1/2"

8' -

0"

GM280' - 8"

Trans.Vault

Parking Garage

Parking Garage

Loft Units

Residential Units

Residential Units

Residential Units

Residential Units

Residential Units

Gas Room

Storage

9' -

4"

12' -

0"

Trash RoomMech. Mezz.

Parking Ramp

N. Carlin Springs Road

FACE

OF CU

RB

FACE

OF CU

RB

FACE

OF CU

RB

FACE

OF CU

RB

7th Street North

2' -

0"

sightline

sightline

MechanicalEquipment Zone

ROOF HIGH POINT

G1270' - 8"

R1290' - 8"

R2301' - 4"

R3312' - 0"

R4322' - 8"

R5333' - 4"

ROOF346' - 0"

P1257' - 8"

P2248' - 8"

A B DC1

A.5


12' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

0"

10' -

0"

13' -

0"

9' -

0"

75' -

11

1/2"

GM280' - 8"

6' -

0"

2' -

0"

Parking Garage

Parking Garage

Loft UnitFitness Room

Residential Units

Residential Units

Residential Units

Residential Units

Residential Units

9' -

4"

FACE

OF CU

RB


FACE

OF CU

RB

FACE

OF CU

RB

FACE

OF CU

RB

Alley

4' -

0" Mechanical

Equipment Zone

sightline

sightline

2' -

0"

ArchitecturalAccent

4A.8

G1270' - 8"

R1290' - 8"

R2301' - 4"

R3312' - 0"

R4322' - 8"

R5333' - 4"

ROOF346' - 0"

P1257' - 8"

P2248' - 8"

A B DC1

A.5


12' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

0"

10' -

0"

13' -

0"

9' -

0"

75' -

11

1/2"

GM280' - 8"

Parking Garage

Parking Garage

Parking Ramp

Parking Ramp

Mech. Mezz.LoadingRetail #1

Residential Units

Residential Units

Residential Units

Residential Units

Residential Units

Main.Elec.Rm.

10' -

0"

2' -

0"

FACE

OF CU

RB

North Glebe RoadRoute #120

FACE

OF CU

RB

FACE

OF CU

RB

AlleyMechanicalEquipment Zone

4' -

0"

2' -

0"

sightline

sightline

ArchitecturalAccent

4A.8

2A.5

1A.5

3A.5

Alley


7th Street North

N. Carlin

Springs Road


5A.84

A.5

4A.8

G1270' - 8"

R1290' - 8"

R2301' - 4"

R3312' - 0"

R4322' - 8"

R5333' - 4"

ROOF346' - 0"

P1257' - 8"

P2248' - 8"

GM280' - 8"

15' -

2"

82' -

2"

12' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

8"

10' -

0"

10' -

0"

13' -

0"

9' -

0"

FACE

OF CU

RB PL

4' - 9"

2' - 4"

ARCHITECT



7

A JHGFEDCB

6

5

4

3

2

1

STRUCTURAL ENGINEER


M/E/P ENGINEER

CIVIL ENGINEERS

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

Project Number

Project Name

no. date revision



LANDSCAPE ARCHITECT



As indicated



07.15.2014

213150

A.5BUILDING SECTIONS

672 FLATS

1" = 20'-0"A2 A.5

LONGITUDINAL BUILDING SECTION1


1" = 20'-0"A2 A.5

TRANSVERSE BUILDING SECTION ONE2 1" = 20'-0"A2 A.5

TRANSVERSE BUILDING SECTION TWO3

0 10 20 40

0 10 20 40 0 10 20 40

KEY PLAN

1" = 20'-0"A2 A.5

ENCROACHMENT SECTION4

0 10 20 40

NORTH CARLIN SPRINGS ROAD 7TH STREET NORTH ARLINGTON AUTO CENTER650 NORTH GLEVE ROADAMERICAN SERVICE CENTER 672 NORTH GLEBE ROAD

NORTH TAZEWELL STREET ALLEY NORTH GLEBE ROAD NORTH TAZEWELL STREETALLEYNORTH GLEBE ROAD

FACE

OF CU

RB

North Glebe

Road

Route #120

FACE

OF CU

RB

FACE

OF CU

RB

FACE

OF CU

RBPrivate Alley

North Tazew

ell Street

PROPERT

Y LINE

PROPERT

Y LINE

42'-0" +/- 117'-8" +/-

Varies

127'-8" +/- 34'-0" +/- 35'-0" +/-23'-0" +/-

35'-0" +/- 73'-4" +/- 35'-0" +/-23'-0" +/-

31'-0" +/-

FACE

OF CU

RB

FACE

OF CU

RB

672 Flats

400' - 0" 400' - 0"

3 Story Townhomes 3 Story TownhomesBallston Common

40'-0

" +/-

235'

-0" +

/-

First PresbyterianChurch of Arlington

Parking

50'-0

" +/-

75'-0

" +/-

8' - 3" +/- 9' - 4" 9' - 4" +/- 12' - 0"2

A.5

1A.5

3A.5

Alley


7th Street North

N. Carlin

Springs Road


5A.84

A.5

4A.8

N. Carlin

Springs Road

FACE

OF CU

RB

FACE

OF CU

RB

FACE

OF CU

RB

FACE

OF CU

RB

7th Street North

PROPERT

Y LINE

PROPERT

Y LINE

400' - 0" 400' - 0"

672 Flats 650 N. Glebe Road 1 Story American Service Center1 Story Arlington Auto Center

5' - 9" +/-8' - 6" +/-

42'-8" +/-68'-6" +/-

4'-0" +/-

41'-4" +/-64'-8" +/-95'-0" +/-82'-3" +/-

77' -

0" +

/-

14' -

6" +

/-

21' -

6" +

/-

25' -

0" +

/-

30' -

0" +

/-

11' -

4" +

/-

15' -

8" +

/-

18' -

8" +

/-

6' - 6" +/- 7' - 2" +/-

40'-0" +/- 41'-3" +/- 42'-6" +/-

6'-8" +/-

11'-6" +/- 135'-6" +/-

ARCHITECT



7

A JHGFEDCB

6

5

4

3

2

1

STRUCTURAL ENGINEER


M/E/P ENGINEER

CIVIL ENGINEERS

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

Project Number

Project Name

no. date revision



LANDSCAPE ARCHITECT



As indicated



07.15.2014

213150

A.8BUILDING CONTEXT

672 FLATS


NOT TO SCALEA.8

CONTEXT VIEW - NORTH GLEBE ROAD1

NOT TO SCALEA.8

CONTEXT VIEW - NORTH CARLIN SPRINGS ROAD2NOT TO SCALEA.8

CONTEXT VIEW - 7TH STREET NORTH3

1" = 60'-0"A2 A.8

TRANSVERSE CONTEXTUAL SITE SECTION5

0 30 60 120 KEY PLAN

1" = 60'-0"A2 A.8

LONGITUDINAL CONTEXTUAL SITE SECTION4

0 30 60 120

34690.28 SFGROSS PARKING AREA

199.53 SFCORE

79.48 SFCORE

162.17 SFSHAFT

626.57 SFUTILITY

110.56 SFRESIDENTIAL

103.08 SFSTORAGE

85.06 SFCORE


171.55 SFSHAFT

153.93 SFCORE

359.42 SFUTILITY

302.63 SFSTORAGE

1110.00 SFUTILITY


OPEN TO BELOW

218.80 SFCORE

266.77 SFSHAFT


79.48 SFCORE

103.08 SFSTORAGE

85.06 SFCORE


Gross Parking Area

Core

Shaft

Utility

Open To Below

Legend

Retail

Residential Common

Residential

Exclud

ed from

FAR

128.29 SFSHAFT

197.20 SFCORE

359.42 SFUTILITY

302.63 SFUTILITY

Storage

OPEN TO BELOW


2060.52 SFRETAIL

11961.55 SFRESIDENTIAL COMMON

2427.61 SFRETAIL





OPEN TO BELOW

OPEN TO BELOWOPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW











ARCHITECT



7

A JHGFEDCB

6

5

4

3

2

1

STRUCTURAL ENGINEER


M/E/P ENGINEER

CIVIL ENGINEERS

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

Project Number

Project Name

no. date revision



LANDSCAPE ARCHITECT



1" = 40'‐0"



07.15.2014

213150

A.9FAR TABULATION

672 FLATS


1" = 40'-0"A.5 A.9

P21 1" = 40'-0"A.5 A.9

P12FAR TABULATION

Level Name Area

P2 RESIDENTIAL 239.70 SFP2 STORAGE 405.71 SF

P1 RESIDENTIAL 243.59 SFP1 STORAGE 103.08 SF

G1 RESIDENTIAL 11589.74 SFG1 RESIDENTIAL COMMON 11961.55 SFG1 RETAIL 4488.13 SF

GM RESIDENTIAL 5357.29 SF

R1 RESIDENTIAL 26987.64 SFR1 RESIDENTIAL COMMON 2991.01 SF





184323.78 SF

1" = 40'-0"A.5 A.9

G13 1" = 40'-0"A.5 A.9

GM4

1" = 40'-0"A.5 A.9

R15 1" = 40'-0"A.5 A.9

R26

1" = 40'-0"A.5 A.9

R37 1" = 40'-0"A.5 A.9

R48

1" = 40'-0"A.5 A.9

R59

DATE:

PROJECT NO:

STUDIO 39 LANDSCAPE ARCHITECTURE, P.C.c

THIS DOCUMENT , AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE

PROPERTY OF STUDIO 39 LANDSCAPE ARCHITECTURE, P.C. AND IS NOTTO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION OFSTUDIO 39 LANDSCAPE ARCHITECTURE, P.C.

Email: [email protected]: 703.719.6500 Fax: 703.719.6503

Alexandria, Virginia 223106416 Grovedale Drive, Suite 100-A

REVISIONS:

L0.00

GENERAL NOTES

p:\2

013\

1306

0 gl

ebe

25\6

.0 c

ad fi

les\

curr

ent p

hase

\L0.

00 G

EN

ER

AL

NO

TES

.dw

g

SCALE: Viewport Scale

0 0 0 0

DESIGN:

DRAWN:

CHECKED:N O R T H

DD

TH

DD

13060

09.30.14

PRELIMINARY 4.1SUBMISSION #2

670

GLE

BE R

OA

D A

SSO

CIA

TES,

LLC

672

FLA

TSA

RLIN

GTO

N, V

A

NO

T RE

LEA

SED

FO

R C

ON

STRU

CTI

ON

LEGEND

MATERIAL GRAPHICS

CONCRETE

COMPACTED AGGREGATE SUB-BASE

SAND

MORTAR

MORTAR NEXT TO SAND SETTING BED

BRICK / PAVER

DRAINAGE GRAVEL

SOIL / COMPACTED SOIL /UNDISTURBED SUBGRADE

EXPANSION JOINT W/ BACKER ROD

REBAR

STONE

STRUCTURAL / PLANTING /LIGHTWEIGHT SOIL

ASPHALT CONCRETE W/NEOPRENE TACK COAT

FABRIC SEPARATOR

STEEL / IRON

ALUMINUM

BRASS / BRONZE / COPPER

WOOD

MULCH

PLASTIC

ARCHITECTURAL PRECAST

WELDED WIRE REINFORCEMENT

CMU

BRICK / CONCRETE PAVERHERRINGBONE

BRICK / CONCRETE PAVERRUNNING BOND

RIGID INSULATION W/OPEN JOINTS FOR DRAINAGE

EXISTING INTERMEDIATE CONTOUR

EXISTING INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

PROPOSED INDEX CONTOUR

EXISTING SPOT GRADE

PROPOSED SPOT GRADE

ELEVATION

STATION POINT

EASEMENT (PUE, PIE, ETC.)

CENTER LINE

PROPERTY LINE

RIGHT OF WAY

LOT LINE

CENTER LINE OF SWALE

EXPANSION JOINT

STEP

00.00

00.00

GENERAL NOTESPROFESSIONAL TITLESCOMMON ABBREVIATIONS

ELEV.00.00

C LP L

#KEY

EXISTING LIGHT

PROPOSED POLE LIGHT

PROPOSED PEDESTRIAN LIGHT

PROPOSED WALL LIGHT

PROPOSED BOLLARD

PROPOSED FOUNTAIN LIGHT

PROPOSED FLOODLIGHT

PROPOSED UPLIGHT

PROPOSED STEP LIGHT

SLAB DRAIN

SURFACE DRAIN / YARD DRAIN

TRENCH DRAIN

#

SHEETDETAIL NAME

PLANT CALLOUT

MATERIAL OR DETAIL CALLOUT

ELEVATION CALLOUT

SECTION CALLOUT

#

SHEET

#

SHEET

SDSD

STAOFFSET

0+00.000'-0"

9

10

9

10

A A/C AIR CONDITIONINGAASHTO AMERICAN ASSOCIATION OF STATE HWY &

TRANSPORTATION. OFFICIALSAB ANCHOR BOLTABRSV ABRASIVEABV ABOVEAC ACREACD ACCESS DOORAD AREA DRAINADA AMERICAN WITH DISABILITIES ACTADEN ADDENDA, ADDENDUMADD ADDITIONALADH ADHESIVEADJ ADJACENTADJT ADJUSTABLEA-E ARCHITECT-ENGINEERAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAGGR AGGREGATEALUM ALUMINUMANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPPROX APPROXIMATEAPT APARTMENTASPH ASPHALTASTM AMERICAN SOCIETY FOR TESTING &

MATERIALSAVE AVENUE

B B&B BALL AND BURLAPBC BOTTOM OF CURB, BOTTOM OF COLUMNBE BEAMBITUM BITUMINOUSBL BASELINEBLDG BUILDINGBLK BLOCKBLVD BOULEVARDBM BENCHMARKBMP BEST MANAGEMENT PRACTICESBOC BACK OF CURBBP BREAK POINTBRK BRICKBRKT BRACKETBRL BUILDING RESTRICTION LINEBS BOTTOM OF STEPBSMT BASEMENTBTWN BETWEENBW BOTTOM OF WALLBEV BEVEL

C CB CATCH BASINCC CENTER TO CENTERCEM CEMENTCI CAST IRONCIP CAST IRON PIPECIPC CAST-IN-PLACE CONCRETECJ CONTROL JOINTCL CENTER LINECLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATE

D DF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDIST DISTANCEDR DRIVEDRN DRAINDWG DRAWINGDEMO DEMOLITIONDET DETAILDI DROP INLETDN DOWNDS DOWNSPOUTDT DRAIN TILEDWL DOWEL

E E EASTEA EACHELEC ELECTRICALELEC P ELECTRICAL PANELELEV ELEVATIONENCL ENCLOSUREENTR ENTRANCEEP EDGE OF PAVEMENTEQ EQUALEQL SP EQUALLY SPACEDEQUIP EQUIPMENTESMT EASEMENTETD EXISTING TO BE DEMOLISHEDETR EXISTING TO REMAINETRL EXISTING TO BE RELOCATEDETRP EXISTING TO BE REPLACEDEW EACH WAYEX EXISTINGEXP EXPANSIONEXT EXTERIOR

F FAR FLOOR AREA RATIOFBD FIBER BOARDFD FLOOR DRAINFDN FOUNDATIONFFE FINISHED FLOOR ELEVATIONFIN FINISHFIN FL FINISH FLOORFIN GR FINISH GRADEFN FENCEFOC FRONT OF CURBFT FOOT/FEETFTG FOOTINGFUT FUTUREFXTR FIXTURE

G GA GAUGEGAB GRADED AGGREGATE BASEGALV GALVANIZEDGC GENERAL CONTRACTORGDR GUARD RAILGFA GROSS FLOOR AREAGIP GALVANIZED IRON PIPEGL GLASSGP GUTTER PANGVL GRAVEL

H HB HOSE BIBBHC HANDICAP PARKING SPACEHDPE HIGH DENSITY POLYETHYLENE PIPEHDWD HARDWOODHDWE HARDWAREHT HEIGHTHNDRL HANDRAILHORZ HORIZONTALHP HIGH POINTHS HARDSCAPE

I ID INSIDE DIAMETERINSTL INSTALLATIONINV INVERTIP IRON PIPE

J JST JOISTJT JOINT

L LAM LAMINATEDLB POUNDLBR LUMBERLH LEFT HANDLOD LIMITS OF DISTURBANCELOS LINE OF SIGHTLOW LIMITS OF WORKLTP LIGHT POLELP LOW POINTLS LANDSCAPELT LIGHTLTG LIGHTINGLVL LEVEL

M MAS MASONRYMATL MATERIALMAX MAXIMUMMECH MECHANICALMED MEDIUMMET METALMETB METAL BASEMFG MANUFACTURINGMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMLDG MOLDINGMTG MOUNTINGMULL MULLIONMUTCD MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES

N N NORTHN/A NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

O OA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPT OPTIONALORIG ORIGINAL

P PAR PARALLELPERP PERPENDICULARPI POINT OF INTERSECTIONPIE PUBLIC IMPROVEMENT EASEMENTPKWY PARKWAYPL PROPERTY LINEPLBG PLUMBINGPLYWD PLYWOODPNL PANELPNT PAINTPOB POINT OF BEGINNINGPR PAIRPRCST PRECASTPRELIM PRELIMINARYPRKG PARKINGPROP PROPOSEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDPTD PAINTEDPUE PUBLIC UTILITY EASEMENTPVMT PAVEMENT

R R RISER, RADIUSRC REINFORCED CONCRETERD ROADRDWY ROADWAYREC RECESSEDREF REFERENCEREQD REQUIREDRFD ROOF DRAINRH RIGHT HANDRIM DRAIN INLET RIM ELEVATIONRLG RAILINGRM ROOMRND ROUNDROW RIGHT OF WAYRP RADIUS POINTRPA RESOURCE PROTECTION AREARTE ROUTE

S S SOUTHSD SURFACE DRAINSECT SECTIONSGL SINGLESJ SCORED JOINTSLP SLOPESM SMOOTHSPEC SPECIFICATIONSQ FT SQUARE FOOTSQ IN SQUARE INCHSST STAINLESS STEELST STREETSTA STATION POINTSTD STANDARDSTL STEELSTM STORM DRAINSW SIDEWALKSWM STORM WATER MANAGEMENT

T T&G TONGUE AND GROOVETC TOP OF CURB, TOP OF COLUMNTD TRENCH DRAINTEMP TEMPORARYTS TOP OF STEPTW TOP OF WALLTXT TEXTTYP TYPICAL

U UNFIN UNFINISHED

V VERT VERTICAL

W W WESTWD WOODWI WROUGHT IRONWLD WELDEDWP WATER PROOFINGWR WATER RESISTANTWWM WELDED WIRE MESHWWR WELDED WIRE REINFORCEMENT

Y YD YARD DRAIN

ARCH ARCHITECTCIVIL CIVIL ENGINEERENGR ENGINEERGC GENERAL CONTRACTORID INTERIOR DESIGNERMEP MECHANICAL/ELECTRICAL/PLUMBINGLA LANDSCAPE ARCHITECTLC LANDSCAPE CONTRACTORSTR STRUCTURAL ENGINEER

DATE:

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REVISIONS:

L1.00

OVERALL SITEPLAN

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12'-0"

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11'-0

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10'-4" 9'-6"

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13'-8"

7'-7"

10'-2

"

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REVISIONS:

L1.01

HARDSCAPEPLAN - 1

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COUNTY STANDARD STREETLIGHT,SINGLE FIXTURE

LOADING ACCESS

GARAGE ACCESS

5' X 12' PLANTED TREE PIT

4" X 8" CLAY PAVER SOLDIERCOURSE BEHIND CURB

PROPERTY LINE

HANDICAP RAMP, SEE CIVIL

GREENSCREEN

UNIT PATIOS W/ SPECIALTY PAVING

GARAGE AIR INTAKESTORMWATER PLANTER;5' SOIL DEPTH

LIMIT OF GARAGE

SPECIALTY PAVING

SCORED CONCRETE SIDEWALK

PROPOSED TRANSFORMERSVAULT LIDS

STORMWATER PLANTER;5' SOIL DEPTH

LIMITS OF TRANSFORMERVAULT BELOW

FIRE HYDRANT

TWBW

72.6770.67

ASPHALT ALLEY

TWBW

72.6770.67

TS 269.67 TS 266.83

SIDEWALK SEWER LINE

SANITARY LINE

5'-0

"

12'-0"

27'-0"

11'-1

"

12'-3

" 17'-3

"

18'-5

"

7'-3

"

71'-1"

14'-6"

16'-3"

8'-4"

30'-0

"

10'-2

"

19'-0" 9'-6"

11'-0

"

11'-0

"

9'-6"

11'-0

"

DATE:

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REVISIONS:

L1.02

HARDSCAPEPLAN - 2

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COUNTY STANDARD STREETLIGHT,SINGLE FIXTURE

5' X 12' PLANTED TREE PIT 4" X 8" CLAY PAVER SOLDIERCOURSE BEHIND CURB

PROPERTY LINE

HANDICAP RAMP, SEE CIVIL

PLANTERS W/ UPRIGHT EVERGREENS

UNIT PATIOS W/ SPECIALTYPAVING

GREEN SCREEN


SPECIALTY PAVING

1

L2.01

LIMIT OF GARAGE

SCORED CONCRETE SIDEWALK


FIRE HYDRANT


TWBW

72.6770.67

ASPHALT ALLEY

TS 266.83

TWBW

72.6770.67

TS 266.83

SEWER LINE

SANITARY LINE

12'-0"4'-10"12'-0"

2' BIO-RETENTION PLANTERS

GREEN SCREEN W/ VINES

BIO-RETENTION PLANTINGS

FLOWERING TREE

BUILDING FACADE

ORNAMENTAL GRASSES

PUBLIC ALLEY LANDSCAPE AREA BIO-RETENTION8"

LIMIT OF GARAGE BELOW

7'-11"PATIO

DATE:

PROJECT NO:







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L2.01

HARDSCAPEDETAILS

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Scale:

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L2.01

ALLEY SECTION1/2" = 1'-0"

SECTION

Scale:

2

L2.01

STRUCTURE FREE ZONE1/2" = 1'-0"

SECTION

DATE:

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REVISIONS:

L3.01

LANDSCAPE PLAN- 1

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PLANTED TREE PIT, TYP.

FLOWERING TREE

LANDSCAPE AREA

STREET TREE

4PRY

2MGV

6ARU

1QPQ

1PRY

BIO-RETENTION PLANTINGS TYP.

LIMIT OF GARAGE

DATE:

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L3.02

LANDSCAPE PLAN- 2

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PLANTED TREE PIT, TYP.

FLOWERING TREE

BIO-RETENTION PLANTINGS TYP.

UPRIGHT EVERGREENLANDSCAPE AREA

STREET TREE

2ZSV

6ARU

4PRY

2MGVLIMIT OF GARAGE

DATE:

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L3.03

LANDSCAPE PLAN- GREEN ROOF

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GREEN ROOF PLANTINGS;APPROX. 5500 SF.

LD-001

SPECIMEN TREE

BLACK RUBBER HOSE

12 GAUGE GALVANIZED WIREDOUBLE STRAND TWISTED

3" LAYER OF SHREDDEDHARDWOOD BARK MULCH

3" SAUCER

PLANTING SOIL MIX

ROOT BALL - REMOVE 13 OF BURLAP

FROM TOP, REMOVE ALL ROPES/METAL BASKETS

6" HT. MOUND

UNDISTURBED SUBGRADE

NOTES:- STAKES TO BE DRIVEN UNTIL FIRMLY SET INTO

UNDISTURBED GRADE- CONTRACTOR TO REGRADE, SOD OR

HYDROSEED & STRAW MULCH ALL AREASDISTURBED2 1/2 TIMES TREE ROOTBALL

45°2" x 2" x 18" HARDWOODGUY STAKES, 3 PER TREE,120° APART, DRIVEN AT 45°

LD-002

SPECIMEN TREE

BLACK RUBBER HOSE



(2) HARDWOOD STAKES TO BEUSED ON TREES UP TO 12' HT.LARGER TREES TO BE GUYED

3" SAUCER

PLANTING SOIL MIX

ROOT BALL - REMOVE 13 OF BURLAP

FROM TOP, REMOVE ALL ROPES/METAL BASKETS

6" HT. MOUND


NOTES:- STAKES TO BE PLACED FIRMLY INTO SOIL- CONTRACTOR TO REGRADE, SOD OR HYDROSEED & STRAW MULCH ALL AREAS DISTURBED

5'-0

"

2 1/2 TIMES TREE ROOTBALL

45°

2'-0

"

LD-003

MULTI-STEMMED SPECIMEN TREE

BLACK RUBBER HOSE


3" LAYER OF SHREDDEDHARDWOOD BARK MULCH3" SAUCER

PLANTING SOIL MIX

ROOT BALL - REMOVE 13 OF

BURLAP FROM TOP: REMOVE ALLROPES/ METAL BASKETS

FLAGGING

NOTES:- STAKES TO BE DRIVEN UNTIL FIRMLY SET INTO UNDISTURBED GRADE

6" HT. MOUND


2" x 2" x 18" HARDWOODGUY STAKES, 3 PER TREE,120° APART, DRIVEN AT 45°

2 1/2 TIMES TREE ROOTBALL

LD-004

SPECIMEN SHRUB


ROOTBALL - REMOVE 13 OF

BURLAP FROM TOP,REMOVE ALL ROPES ANDMETAL BASKETSSOIL MIX

TAMP EXISTING SOIL AT 85%OPTIMUM MOISTURE CONTENT

NOTES: - SCARIFY ROOTS OF ROOT BOUND PLANTS - PLANT SPACING VARIES (SEE PLANS) - PRUNE ALL BROKEN, DISEASED & WEAK

BRANCHES - ALL SHRUB BEDS TO BE COMPLETELY

EXCAVATED OF ALL EXISTING SOIL TODEPTH REQUIRED FOR SOIL MIX BACK FILL

- REMOVE ALL STRINGS, RIBBONS & TAGSFROM PLANTS

2 1/2 TIMES SHRUB ROOTBALLS

LD-005

3" MULCH

LAWN

PLANTING SOIL

90°

3"

LD-006

SPECIMEN PLANTS


FERTILIZER & CHEMICALADDITIVE TO BE PLACED AT6-8" DEPTH (AT ROOT ZONE)

SLOPE BOTTOM OF PREPAREDBEDS 14 " MIN. TO NATURALLOW POINT

NOTES:- MIX IN BONE MEAL AT BOTTOM OF BULBS WHEN PLANTED

BULB DEPTH 6-8"

SUBGRADE

SOIL MIX: USE 13 PINE FINES

(GROUND) OR EARTH LIFE,16 PERLITE, 12 TOP SOIL

8" M

IN.

2% SLOPE

'D'

'A'

EQ EQ

'D'

PLANT SPACING CHARTAS SPECIFIED ON PLANT LIST

SPACING 'D' ROW 'A'NUMBER OF PLANTSPER SQUARE FOOT

6" o.c. 5 1/4" o.c. 4.62

8" o.c. 6 7/8" o.c. 2.60

10" o.c. 8 5/8" o.c. 1.66

12" o.c. 10 3/8" o.c. 1.15

15" o.c. 13" o.c. 0.74

18" o.c. 15 5/8" o.c. 0.51

24" o.c. 20 3/4" o.c. 0.29

30" o.c. 26" o.c. 0.18

36" o.c. 31 1/8" o.c. 0.13

42" o.c. 36 3/8" o.c. 0.09

48" o.c. 41 5/8" o.c. 0.07

DATE:

PROJECT NO:







REVISIONS:

L4.01

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PLANTING NOTES:1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED, INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND

CLEAN-UP.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY OWNERS'

REPRESENTATIVE PRIOR TO INSTALLATION.3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS, WELL-DEVELOPED DENSELY FOLIATED BRANCHES, AND

VIGOROUS ROOT SYSTEMS; AND BE FREE FROM DEFECTS AND INJURIES.4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO GROWTH OF PLANT MATERIAL.5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISION SHALL BE MADE FOR A

GROWTH GUARANTEE OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THEBEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE.

6. PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IF/WHEN PRACTICAL. IN THE EVENT THAT THIS IS NOT POSSIBLE, THE CONTRACTORSHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE-DAY PERIOD AFTER DELIVERY. ANYPLANTS NOT INSTALLED DURING THIS PERIOD SHALL BE REJECTED, UNLESS OWNER AND CONTRACTOR PROVIDE OTHERWISE BY WRITTENAGREEMENT.

7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF ROOT BALL SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF ANSIZ60 "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.

8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK-FILLING PROCESSES. PLANTING MIXTO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTINGSPECIFICATIONS.

9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE HANDLEDFORM THE BOTTOM OF THE BALL ONLY.

10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARESUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOP SOIL THAT IS IN A MUDDY OR FROZENCONDITION. ALL PLANT MATERIAL SHALL BE SPRAYED WITH "WILT-PRUF" OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS.

11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS.12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO THE GROUND IF THE PLANT WITH THE

GROUND SURFACE WILL BE ESTABLISHED. LOCATE THE PLANT IN THE CENTER OF THE PIT.13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, SHARP TOOLS. IT IS ADVISABLE TO PRUNE

APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2" CALIPER AND GREATER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICHCROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES SHALL NOT BE CUT BACK. LONG SIDES BRANCHES SHALL BE SHORTENED.

14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE THE NATURAL CHARACTEROF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.

15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES 6" AND GREATER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BESTAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING ANDTREE WRAP AT THE END OF ONE YEAR MAINTENANCE AND GUARANTEE PERIOD.

16. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH.17. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN.18. ALL PLANTS SHOWN ON THE APPROVED LANDSCAPE PLAN SHALL BE INSTALLED, INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT OR HIS

REPRESENTATIVE. THE LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD. TREES, SHRUBS, VINESAND GROUNDCOVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVED BY THE PLANNING AUTHORITIES SHALL BEINSTALLED DURING THE FOLLOWING PLANTING SEASONS: LAWNS: 03/15 TO 06/15 and 09/15 TO 12/01THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTINGTHESE TREES IN THIS SEASON:ACER RUBRUM POPULUS SPP.; BETULA SPP. PRUNUS SPP.; CARPINUS SPP. PYRUS SPP.; CRATECUS SPP. QUERCUSSPP.; KOELREUTERIA PANICULATA SALIX SPP.; LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA; LIRIODENDRON TULIPIFERA ZELKOVA; PLATANUSACERIFOLIA;ANY PLANTING INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TOPLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENTDOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. PLANTINGS ASSOCIATED WITH ANYLOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON.

19. ALL DISTURBED AREAS SHALL BE TREATED WITH 4" TOP SOIL AND SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATEDON SOIL EROSION AND SEDIMENT CONTROL SHEET.

20. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE; INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREAIN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD, UNLESS OTHERWISE SPECIFIED.

21. ALL DIMENSIONS TO BE TAKEN FROM BACK OF CURB.22. CONTRACTOR SHALL LAYOUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN.23. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES.

TREES SHALL BE LOCATED A MINIMUM OF 5' FROM SEWER/WATER CONNECTIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALLPUBLIC OR PRIVATE UTILITIES.

24. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OFANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIDDING TIME.

25. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND ALIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMALREQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICANASSOCIATION OF NURSERYMEN (AAN). PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.

26. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE.27. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT

WILL RESULT IN REJECTION OF THAT PLANT.28. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL

HAVE ADEQUATE ROOT SYSTEMS.29. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE

SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.30. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL MULCHED BED EDGES SHALL BE

CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN FOUR FEET OF SHRUB BEDS SHALL SHARE SAMEMULCH BED.

31. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER EXCEPT WHERE NOTED ON PLANS. NO GRUBBINGSHALL OCCUR WITHIN EXISTING TREE AREAS.

32. TREES SHALL BE LOCATED A MINIMUM OF 3' - 4' FROM WALLS AND WALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OFAREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THEOWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS.

33. LARGE GROWING PLANTS ARE NOT TO BE PLANTED IN FRONT OF WINDOWS, UNDER BUILDING OVERHANGS, OR IN DRAINAGE SWALES. SHRUBSPLANTED NEAR H.V.A.C. UNITS TO BE LOCATED SO THAT SHRUBS AT MATURITY WILL MAINTAIN 1' AIRSPACE BETWEEN UNIT AND PLANT.

34. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHEDPLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE AWAY FROM BUILDINGS.

35. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS. CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THEDURATION OF THE GUARANTEE PERIOD.

36. ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED IN ACCORDANCE WITH THE PLANTING DETAILS.37. MULCH IS TO BE FINE BARK TYPE FOR TREES AND SHRUBS. FINE BARK MULCH IS TO BE USED FOR PERENNIAL BEDS AND WITHIN THE "EXISTING

TREES TO REMAIN." CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALLATION.38. CROWN OF ROOT BALL SHALL BE HIGHER (AFTER SETTLING) THAN ADJACENT SOIL.39. TAGS AND TWINE ARE TO BE REMOVED AND BURLAP IS TO BE ROLLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL. REMOVE BURLAP IF IT IS

NON-BIODEGRADABLE. FOR STREET TREES TAGS, TWINE, CORD, BURLAP AND WIRE BASKET TO BE CUT 12" DOWN SIDE OF ROOT BALL AND REMOVEDFROM PROJECT SITE.

40. SHRUBS, BULBS AND GROUND COVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON PLANTING PLANS.41. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE

MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. MEASUREMENTS ARE NOT TO INCLUDEANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASEINFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT. SPREAD SHALL BEMEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.

42. CONTRACTOR SHALL INSPECT ALL BULBS AND BRING ANY DAMAGED MATERIAL TO THE ATTENTION OF THE OWNER PRIOR TO PLANTING.43. ALL SEASONAL COLOR SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON PLANTING PLANS. ONE YEAR (FOUR ROTATIONS) OF SEASONAL

COLOR IS TO BE BID. INSTALL THE FIRST ROTATION WHICH IS "IN SEASON" AT TIME THAT ADJACENT PLANTINGS ARE INSTALLED.44. ALL SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED BY THE OWNER. IF

CONTRACTOR FAILS TO SUBMIT A WRITTEN REQUEST, IT WILL RESULT IN LIABILITY TO THE CONTRACTOR.45. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH, DEBRIS AND EXCESS MATERIALS FROM THE WORK AREA AND THE

PROPERTY (ESPECIALLY AT ALL CURB, GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION.46. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE

LIST OF ALL DEAD MATERIALS REMOVED FROM THE JOB SITE. A COPY OF THE LIST IS TO BE SUBMITTED TO THE OWNER AT THE END OF EVERYMONTH DURING THE CONTRACT PERIOD.

47. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR. CONTRACTOR MUST LOAD,HAUL, MIX, AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES ARE REQUIRED.

48. THE INTENT OF THE PROJECT IS TO HAVE NATURAL DRIFTS OF BULBS/PERENNIALS IN PLANTING. KEEP SWEEPS OF SIMILAR BULBS/PERENNIALS INSEPARATE GROUPS.

49. CONTRACTOR SHALL BE RESPONSIBLE TO RE-GRADE, HYDRO-SEED, STRAW MULCH, AND TACK ALL LAWN AREAS DISTURBED AS THE RESULT OF HISWORK.

50. ALL EXISTING SOIL TO BE REMOVED FROM PERENNIAL BEDS TO A DEPTH OF 12" AND REPLACED WITH SOIL MIX PER DETAIL.51. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE

SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST TEN WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCEINSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASON.

52. THE SPECIFICATIONS FOR ALL WORK INCLUDED IN THIS CONTRACT SHALL BE LANDSCAPE SPECIFICATIONS GUIDELINES FORBALTIMORE-WASHINGTON METROPOLITAN AREA, CURRENT EDITION, UNLESS OTHERWISE NOTED ON THESE PLANS.

53. ALL PLANTING SHALL CONFORM TO THE REQUIREMENTS OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION'S "GUIDELINES FORPLANTING ALONG VIRGINIA'S ROADWAYS."

54. ANY PLANTING WHICH IS SHOWN ADJACENT TO CONDENSER UNITS SHALL BE PLANTED AS REQUIRED TO SCREEN THE UNITS. SHOULD THECONDENSER UNITS BE INSTALLED IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE PLAN IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TOINSTALL THE MATERIALS AROUND THE CONDENSERS AND TO ADJUST OTHER ADJACENT PLANTING ACCORDINGLY.

PLANTING MIX NOTES:1. THE RECOMMENDED PLANTING MEDIUM SHOULD CONTAIN GOOD TOP SOIL THAT WILL SUSTAIN PLANT GROWTH.2. THE TOP SOIL SHALL NOT BE LACKING IN POTASSIUM, PHOSPHORUS, MAGNESIUM OR CALCIUM. THE TOP SOIL SHALL NOT CONTAIN ANY MATERIALS

TOXIC TO PLANT GROWTH.3. THE TOP SOIL SHALL BE A SANDY CLAY LOAM OR A SILTY CLAY LOAM WITH WELL AGGREGATED CLAYS AND A MINIMUM OF 4% (FOUR PERCENT)

ORGANIC MATTER.4. THE SOILS PH RANGE SHOULD BE WITHIN 5.5 TO 6.5 AND ADJUSTED AS NECESSARY FOR INDIVIDUAL PLANT SPECIES REQUIREMENTS.5. A SOIL TEST SHALL BE PERFORMED BY A FULL-SERVICE TESTING COMPANY AND THE RESULTS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT

PRIOR TO INSTALLATION OF PLANTING MEDIUM.6. IF A LOCAL, REPUTABLE TESTING COMPANY CANNOT BE EMPLOYED, A&L LABS IS AVAILABLE TO CONDUCT THE TESTING. CONTACT THEM AT:

A&L ANALYTICAL LABORATORIES, INC.2790 WHITTEN ROADMEMPHIS, TN 381331-800-264-4522

7. THE LAB SHALL PERFORM AN S1A TEST AND SUBMIT THE RESULTS TO STUDIO 39 LANDSCAPE ARCHITECTURE, PC.

PLANTING NOTES:1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED, INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND

CLEAN-UP.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY OWNERS'

REPRESENTATIVE PRIOR TO INSTALLATION.3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS, WELL-DEVELOPED DENSELY FOLIATED BRANCHES, AND

VIGOROUS ROOT SYSTEMS; AND BE FREE FROM DEFECTS AND INJURIES.4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO GROWTH OF PLANT MATERIAL.5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISION SHALL BE MADE FOR A

GROWTH GUARANTEE OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THEBEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE.

6. PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IF/WHEN PRACTICAL. IN THE EVENT THAT THIS IS NOT POSSIBLE, THE CONTRACTORSHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE-DAY PERIOD AFTER DELIVERY. ANYPLANTS NOT INSTALLED DURING THIS PERIOD SHALL BE REJECTED, UNLESS OWNER AND CONTRACTOR PROVIDE OTHERWISE BY WRITTENAGREEMENT.

7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF ROOT BALL SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF ANSIZ60 "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.

8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK-FILLING PROCESSES. PLANTING MIXTO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTINGSPECIFICATIONS.

9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE HANDLEDFORM THE BOTTOM OF THE BALL ONLY.

10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARESUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOP SOIL THAT IS IN A MUDDY OR FROZENCONDITION. ALL PLANT MATERIAL SHALL BE SPRAYED WITH "WILT-PRUF" OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS.

11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS.12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO THE GROUND IF THE PLANT WITH THE

GROUND SURFACE WILL BE ESTABLISHED. LOCATE THE PLANT IN THE CENTER OF THE PIT.13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, SHARP TOOLS. IT IS ADVISABLE TO PRUNE

APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2" CALIPER AND GREATER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICHCROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES SHALL NOT BE CUT BACK. LONG SIDES BRANCHES SHALL BE SHORTENED.

14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE THE NATURAL CHARACTEROF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.

15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES 6" AND GREATER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BESTAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING ANDTREE WRAP AT THE END OF ONE YEAR MAINTENANCE AND GUARANTEE PERIOD.

16. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH.17. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN.18. ALL PLANTS SHOWN ON THE APPROVED LANDSCAPE PLAN SHALL BE INSTALLED, INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT OR HIS

REPRESENTATIVE. THE LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD. TREES, SHRUBS, VINESAND GROUNDCOVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVED BY THE PLANNING AUTHORITIES SHALL BEINSTALLED DURING THE FOLLOWING PLANTING SEASONS: LAWNS: 03/15 TO 06/15 and 09/15 TO 12/01THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTINGTHESE TREES IN THIS SEASON:ACER RUBRUM POPULUS SPP.; BETULA SPP. PRUNUS SPP.; CARPINUS SPP. PYRUS SPP.; CRATECUS SPP. QUERCUSSPP.; KOELREUTERIA PANICULATA SALIX SPP.; LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA; LIRIODENDRON TULIPIFERA ZELKOVA; PLATANUSACERIFOLIA;ANY PLANTING INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TOPLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENTDOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. PLANTINGS ASSOCIATED WITH ANYLOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON.

19. ALL DISTURBED AREAS SHALL BE TREATED WITH 4" TOP SOIL AND SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATEDON SOIL EROSION AND SEDIMENT CONTROL SHEET.

20. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE; INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREAIN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD, UNLESS OTHERWISE SPECIFIED.

21. ALL DIMENSIONS TO BE TAKEN FROM BACK OF CURB.22. CONTRACTOR SHALL LAYOUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN.23. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES.

TREES SHALL BE LOCATED A MINIMUM OF 5' FROM SEWER/WATER CONNECTIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALLPUBLIC OR PRIVATE UTILITIES.

24. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OFANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIDDING TIME.

25. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND ALIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMALREQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICANASSOCIATION OF NURSERYMEN (AAN). PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.

26. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE.27. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT

WILL RESULT IN REJECTION OF THAT PLANT.28. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL

HAVE ADEQUATE ROOT SYSTEMS.29. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE

SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.30. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL MULCHED BED EDGES SHALL BE

CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN FOUR FEET OF SHRUB BEDS SHALL SHARE SAMEMULCH BED.

31. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER EXCEPT WHERE NOTED ON PLANS. NO GRUBBINGSHALL OCCUR WITHIN EXISTING TREE AREAS.

32. TREES SHALL BE LOCATED A MINIMUM OF 3' - 4' FROM WALLS AND WALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OFAREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THEOWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS.

33. LARGE GROWING PLANTS ARE NOT TO BE PLANTED IN FRONT OF WINDOWS, UNDER BUILDING OVERHANGS, OR IN DRAINAGE SWALES. SHRUBSPLANTED NEAR H.V.A.C. UNITS TO BE LOCATED SO THAT SHRUBS AT MATURITY WILL MAINTAIN 1' AIRSPACE BETWEEN UNIT AND PLANT.

34. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHEDPLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE AWAY FROM BUILDINGS.

35. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS. CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THEDURATION OF THE GUARANTEE PERIOD.

36. ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED IN ACCORDANCE WITH THE PLANTING DETAILS.37. MULCH IS TO BE FINE BARK TYPE FOR TREES AND SHRUBS. FINE BARK MULCH IS TO BE USED FOR PERENNIAL BEDS AND WITHIN THE "EXISTING

TREES TO REMAIN." CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALLATION.38. CROWN OF ROOT BALL SHALL BE HIGHER (AFTER SETTLING) THAN ADJACENT SOIL.39. TAGS AND TWINE ARE TO BE REMOVED AND BURLAP IS TO BE ROLLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL. REMOVE BURLAP IF IT IS

NON-BIODEGRADABLE. FOR STREET TREES TAGS, TWINE, CORD, BURLAP AND WIRE BASKET TO BE CUT 12" DOWN SIDE OF ROOT BALL AND REMOVEDFROM PROJECT SITE.

40. SHRUBS, BULBS AND GROUND COVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON PLANTING PLANS.41. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE

MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. MEASUREMENTS ARE NOT TO INCLUDEANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASEINFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT. SPREAD SHALL BEMEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.

42. CONTRACTOR SHALL INSPECT ALL BULBS AND BRING ANY DAMAGED MATERIAL TO THE ATTENTION OF THE OWNER PRIOR TO PLANTING.43. ALL SEASONAL COLOR SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON PLANTING PLANS. ONE YEAR (FOUR ROTATIONS) OF SEASONAL

COLOR IS TO BE BID. INSTALL THE FIRST ROTATION WHICH IS "IN SEASON" AT TIME THAT ADJACENT PLANTINGS ARE INSTALLED.44. ALL SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED BY THE OWNER. IF

CONTRACTOR FAILS TO SUBMIT A WRITTEN REQUEST, IT WILL RESULT IN LIABILITY TO THE CONTRACTOR.45. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH, DEBRIS AND EXCESS MATERIALS FROM THE WORK AREA AND THE

PROPERTY (ESPECIALLY AT ALL CURB, GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION.46. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE

LIST OF ALL DEAD MATERIALS REMOVED FROM THE JOB SITE. A COPY OF THE LIST IS TO BE SUBMITTED TO THE OWNER AT THE END OF EVERYMONTH DURING THE CONTRACT PERIOD.

47. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR. CONTRACTOR MUST LOAD,HAUL, MIX, AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES ARE REQUIRED.

48. THE INTENT OF THE PROJECT IS TO HAVE NATURAL DRIFTS OF BULBS/PERENNIALS IN PLANTING. KEEP SWEEPS OF SIMILAR BULBS/PERENNIALS INSEPARATE GROUPS.

49. CONTRACTOR SHALL BE RESPONSIBLE TO RE-GRADE, HYDRO-SEED, STRAW MULCH, AND TACK ALL LAWN AREAS DISTURBED AS THE RESULT OF HISWORK.

50. ALL EXISTING SOIL TO BE REMOVED FROM PERENNIAL BEDS TO A DEPTH OF 12" AND REPLACED WITH SOIL MIX PER DETAIL.51. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE

SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST TEN WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCEINSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASON.

52. THE SPECIFICATIONS FOR ALL WORK INCLUDED IN THIS CONTRACT SHALL BE LANDSCAPE SPECIFICATIONS GUIDELINES FORBALTIMORE-WASHINGTON METROPOLITAN AREA, CURRENT EDITION, UNLESS OTHERWISE NOTED ON THESE PLANS.

53. ALL PLANTING SHALL CONFORM TO THE REQUIREMENTS OF VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION'S "GUIDELINES FORPLANTING ALONG VIRGINIA'S ROADWAYS."

54. ANY PLANTING WHICH IS SHOWN ADJACENT TO CONDENSER UNITS SHALL BE PLANTED AS REQUIRED TO SCREEN THE UNITS. SHOULD THECONDENSER UNITS BE INSTALLED IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE PLAN IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TOINSTALL THE MATERIALS AROUND THE CONDENSERS AND TO ADJUST OTHER ADJACENT PLANTING ACCORDINGLY.

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TREE GUYING PLANTING - SPECIMEN TREE1/4" = 1'-0"

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TREE GUYING PLANTING - MULTI-STEMMED1/4" = 1'-0"

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TRIANGULAR SPACING FOR SHRUBS - GROUND COVERS -BULBS AND PERENNIALS

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625 N Glebe Rd

Designer

Date

06/04/2014

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1.1

1.1

0.9

0.7

0.7

0.7

0.9

1.5

2.4

2.5

2.2

0.6

0.9

1.1

1.2

1.2

1.2

1.0

0.9

0.8

0.8

0.8

0.9

0.9

0.9

1.2

1.5

1.8

1.4

1.0

1.2

1.6

1.7

1.5

1.3

1.1

0.9

0.8

0.8

1.0

1.2

1.5

1.3

1.1

0.9

0.9

1.7

2.2

2.7

2.1

1.8

1.3

1.0

0.8

0.7

0.8

1.2

2.0

2.4

2.1

0.7

1.9

3.1

3.5

4.4

2.8

1.9

1.3

0.9

0.6

0.6

0.8

1.4

2.4

1.8

0.9

1.7

2.8

4.0

4.5

4.1

2.7

1.6

1.0

0.7

0.5

0.5

0.7

1.2

2.1

2.5

2.2

1.3

1.8

2.7

4.2

5.1

4.5

3.3

2.0

1.2

0.7

0.5

0.4

0.4

0.5

0.8

1.2

1.5

1.3

0.9

2.0

2.7

4.2

4.6

4.4

3.5

2.3

1.4

0.8

0.5

0.4

0.3

0.3

0.4

0.5

0.6

0.7

0.7

1.4

2.4

4.0

4.7

4.9

3.5

2.4

1.5

0.9

0.6

0.4

0.3

0.2

0.2

0.3

0.3

0.4

0.4

1.0

1.8

3.3

4.3

4.4

3.7

2.5

1.6

1.0

0.6

0.4

0.3

0.2

0.2

0.2

0.2

0.2

0.2

0.8

1.5

2.3

3.5

4.3

3.5

2.6

1.7

1.0

0.6

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

1.1

1.7

2.2

2.7

2.8

2.2

1.6

1.0

0.7

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

1.2

1.7

2.0

2.0

2.1

1.9

1.4

1.0

0.7

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

1.5

1.9

2.3

2.2

1.8

1.6

1.3

0.9

0.6

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

2.0

2.4

3.4

3.1

2.3

1.7

1.2

0.9

0.6

0.4

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.1

1.4

2.4

3.7

4.0

3.6

2.2

1.4

1.0

0.7

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

1.2

2.0

3.6

4.0

3.8

2.6

1.7

1.1

0.7

0.5

0.4

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.8

1.4

1.9

3.0

3.3

2.4

1.8

1.1

0.7

0.5

0.5

0.4

0.4

0.3

0.3

0.2

0.1

0.1

0.1

0.6

0.9

1.2

1.6

1.9

1.9

1.4

1.1

0.8

0.6

0.5

0.5

0.5

0.4

0.4

0.3

0.2

0.1

0.1

0.5

0.7

0.9

1.1

1.2

1.3

1.1

0.9

0.7

0.6

0.7

0.6

0.6

0.6

0.5

0.4

0.2

0.2

0.1

2.1

1.5

0.1

0.6

0.8

0.9

0.9

0.9

0.9

0.8

0.7

0.7

0.8

0.9

0.9

0.8

0.7

0.6

0.4

0.2

0.1

2.6

3.6

2.6

2.3

0.1

0.1

0.7

0.8

0.9

0.9

0.8

0.7

0.7

0.6

0.7

0.9

1.2

1.4

1.4

1.1

0.8

0.6

0.3

0.2

2.7

3.6

3.6

2.5

1.5

0.2

0.1

0.9

1.1

1.1

1.0

0.9

0.7

0.6

0.6

0.7

1.0

1.5

2.1

2.4

1.8

1.5

0.9

0.5

0.3

0.1

0.9

1.7

3.0

3.6

3.7

2.0

0.3

1.1

1.6

1.7

1.3

1.1

0.8

0.7

0.6

0.7

0.9

1.5

2.4

3.4

3.8

2.5

1.5

0.8

0.4

0.2

0.3

0.6

1.1

1.7

2.6

2.4

1.6

2.0

2.8

2.2

1.6

1.2

0.8

0.6

0.6

0.8

1.3

2.1

3.4

3.6

3.1

2.1

1.1

0.5

0.3

0.3

0.6

0.9

1.4

1.5

1.4

2.6

3.1

3.9

2.7

1.7

1.1

0.8

0.6

0.7

1.0

1.5

2.4

3.8

3.1

2.8

1.5

1.0

0.5

0.3

0.5

0.7

0.1

1.0

1.8

3.0

3.8

3.6

2.4

1.5

0.9

0.7

0.6

0.8

1.1

1.5

1.9

2.5

2.1

1.6

1.4

0.8

0.2

0.1

0.7

1.4

2.3

3.9

3.6

2.7

1.8

1.1

0.8

0.7

0.7

0.8

1.0

1.2

1.6

1.5

1.1

1.0

0.9

0.8

1.4

1.7

2.4

2.4

1.8

1.3

1.0

0.9

0.8

0.8

0.9

1.0

1.0

1.0

0.9

0.6

0.5

0.4

0.1

0.1

0.2

0.5

0.8

1.1

1.4

1.6

1.5

1.3

1.1

1.1

1.1

1.0

1.0

1.0

0.9

0.8

0.6

0.4

0.3

0.3

0.1

0.8

0.9

1.1

1.2

1.1

1.2

1.2

1.3

1.3

1.3

1.2

1.0

0.8

0.5

0.4

0.3

0.2

0.8

0.9

1.0

1.1

1.3

1.5

1.8

1.8

1.6

1.4

1.1

0.6

0.4

0.2

0.2

0.8

1.0

1.3

1.7

2.2

2.5

2.4

1.9

1.5

1.0

0.5

0.2

0.2

0.7

0.8

0.9

1.2

1.7

2.5

3.3

3.6

3.0

2.3

1.5

0.7

0.3

0.2

0.1

0.8

1.0

1.1

1.2

1.2

2.5

3.7

4.7

5.1

3.7

2.2

1.3

0.5

0.3

0.1

1.0

1.1

1.3

1.4

1.5

1.5

1.5

5.1

5.7

4.9

3.2

1.8

0.9

0.4

0.2

1.0

1.5

1.5

1.6

1.6

1.7

1.8

1.8

2.0

4.8

2.7

1.6

0.7

0.3

2.0

1.7

1.8

1.9

2.0

2.0

2.2

2.5

2.8

2.5

1.3

0.6

2.1

3.4

1.8

1.8

2.0

2.1

2.3

2.5

2.8

3.0

3.1

3.7

1.5

0.8

2.2

2.9

2.4

1.9

2.2

2.5

2.8

3.0

3.0

2.9

1.2

0.8

0.6

1.2

1.7

1.9

1.7

1.4

2.2

2.6

3.0

3.1

3.0

2.4

1.1

0.7

0.6

0.8

1.2

1.4

1.5

1.3

1.1

1.0

2.7

3.0

3.2

2.8

1.2

0.8

0.7

0.6

0.9

1.1

1.3

1.3

1.1

1.0

1.1

1.3

3.2

3.6

1.5

1.2

0.9

0.8

1.0

1.1

1.1

1.1

1.1

1.4

1.9

2.6

2.5

1.7

1.4

0.7

0.9

0.9

1.0

1.1

1.3

2.0

2.8

3.7

3.9

2.9

3.0

3.3

2.6

1.7

1.4

0.7

0.8

0.9

1.1

1.6

2.6

3.7

3.8

3.0

2.0

1.9

1.9

1.9

1.7

1.4

0.7

0.9

1.2

1.8

3.1

3.8

3.2

2.4

1.5

1.0

1.0

1.2

1.0

0.8

1.2

1.6

2.3

3.0

1.9

1.7

1.4

0.8

0.5

0.5

1.0

1.3

1.6

1.5

1.1

1.0

0.9

0.6

0.3

0.9

1.0

0.8

0.6

0.5

0.4

0.3

0.5

0.4

0.3

0.3

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

1.1 1.3 1.6

1.1

0.9

0.7

0.9

1.4 1.6

0.3 0.4

0.6

0.5

0.6

0.7

0.6

0.7

0.7

0.7

0.8

0.9

0.8

0.9

1.0

1.1

1.1

1.3

1.7

1.5

1.8

2.4

3.5

2.4

3.0

4.4

6.3

3.3

4.4

6.0

5.2

3.4

3.1

2.5

0.3

0.4

1.7

2.3

2.6 3.1

2.1 1.8

1.5

1.6 1.4

1.8 1.7

2.2

1.9

2.5

2.7

2.9

2.8

2.8

2.7

2.4

2.0

2.0

2.3

3.1

2.3

3.9

3.7

1.1 1.3

0.7

1.3

1.0

0.7

0.4

0.9

0.9

0.8

0.6

0.5

0.3

0.4

0.5

0.5

0.6

0.5

0.4

0.3

0.2

0.2

0.3

0.3

0.4

0.4

0.3

0.3

0.2

0.2

0.2

0.2

0.3

0.3

0.2

0.2

0.2

0.2

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

0.2

0.2

0.3

0.5

0.7

0.3

0.8

0.9

1.4

1.8

2.1

3.3

2.5

1.2

2.2

3.5

2.9

0.9

1.6

2.7

2.9

1.0

1.8

2.5

3.1

2.3

1.5

1.4

1.7

1.6

1.2

0.9

0.9

1.1

0.9

0.8

0.6

0.5

0.5

0.6

0.6

0.6

0.5

0.5

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.5

0.3

0.3

0.4

0.4

0.4

0.5

0.7

0.3

0.3

0.4

0.6

1.0

0.3

0.4

0.5

0.7

0.4

0.6

0.6

0.2

0.3

0.5

0.7

0.1

0.1

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.9 0.9

0.2

1.2

1.2

1.7

1.7

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

2.5

2.5

6.6

1.5

3.2

4.0

1.7

3.6

3.6

3.6

0.9

A-4

A-5

B-4

B-5

B-7

C-2

C-3

C-4

C-5

C-6

C-7

C-8

C-9

A-6

C-10

C-11

Plan View

Scale - 1" = 30'

Luminaire Schedule

Symbol Label QTY Manufacturer Description LampNumber

LampsFilename

Lumens per

LampLLF

Catalog

NumberWattage

A

3 RELUME

TECHNOLOGIE

S

FOMRED AND

EXTRUDED ALUMINUM

HOUSING, NO

ENCLOSURE.

48 WHITE LEDS 1 LED carlyle.ies 4674.126 0.95 UNIVERSAL

ACORN

115.2

B

3 LUMEC Road Star (GPLM -ES-LE3)

White 180W SSL c/w

Advance Driver (2)

XITANIUM 100W24V

@ 120.00V

1 LED cobrahead.ies 14090.59 0.95 GPLM-

180W49LED

4K-ES-LE3

201.14

C

10 COOPER

LIGHTING

250W High Pressure

Sodium Type II

Roadway

250W E-18 Clear 1 HPS cobrahead.ies 27500 0.765 OVX25SXX2

EG

250

Luminaire Locations

No. Label X Y Z

Location

MHOrientati

onTilt

4 A 10778.64 9075.28 19.50 19.50 315.00 0.00

5 A 10733.81 9116.26 19.50 19.50 315.00 0.00

6 A 10827.40 9027.24 19.50 19.50 315.00 0.00

4 B 11159.00 8748.00 30.00 30.00 223.00 0.00

5 B 11226.71 8697.17 30.00 30.00 310.00 0.00

7 B 11160.05 8601.89 30.00 30.00 43.00 0.00

2 C 11248.30 8663.05 30.00 30.00 225.00 0.00

3 C 11147.62 8757.63 30.00 30.00 225.00 0.00

4 C 11034.93 8717.18 30.00 30.00 45.00 0.00

5 C 10731.19 8993.82 30.00 30.00 39.91 0.00

6 C 10669.93 8887.00 30.00 30.00 130.91 0.00

7 C 10827.32 8905.21 30.00 30.00 44.99 0.00

8 C 10863.01 8872.40 30.00 30.00 45.00 0.00

9 C 10997.58 8533.76 30.00 30.00 135.00 0.00

10 C 10930.00 8811.00 30.00 30.00 50.19 0.00

11 C 11037.00 8857.00 30.00 30.00 225.00 0.00

Statistics

DescriptionSym

bolAvg Max Min

Max/

Min

Avg/

Min

Avg/

Max

7th St. N 1.2 fc 3.6 fc 0.2 fc 18.0:1 6.0:1 0.3:1

12' Alley 0.1 fc 0.9 fc 0.0 fc N/A N/A 0.1:1

Crosswalk 7th St. @ N Glebe Rd. 1.1 fc 2.5 fc 0.6 fc 4.2:1 1.8:1 0.4:1

E Crosswalk N Glebe Rd @ N Carlinin Springs Rd 2.1 fc 3.2 fc 1.2 fc 2.7:1 1.8:1 0.7:1

N Carlin Springs Rd. 0.4 fc 1.7 fc 0.1 fc 17.0:1 4.0:1 0.2:1

N Crosswalk N Carlin Springs Rd. @ N Glebe Rd 2.7 fc 4.0 fc 1.7 fc 2.4:1 1.6:1 0.7:1

N Glebe Rd 1.5 fc 2.5 fc 0.9 fc 2.8:1 1.7:1 0.6:1

Overall Summary 1.2 fc 6.6 fc 0.0 fc N/A N/A 0.2:1

S Crosswalk N Carlin Springs Rd. @ N Glebe Rd. 0.6 fc 1.5 fc 0.2 fc 7.5:1 3.0:1 0.4:1

W Crosswalk N Glebe Rd. @ N Carlin Springs Rd. 2.0 fc 6.6 fc 0.2 fc 33.0:1 10.0:1 0.3:1