ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 STRUCTURAL ENGINEER Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 CIVIL ENGINEERS 1 VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 LANDSCAPE ARCHITECT Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 670 Glebe Road Associates, llc 67 FLATS Arlington, Virginia 3 ARCHITECTURE LANDSCAPE ARCHITECTURE PLANNING INTERIOR DESIGN 5 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION no. date revision Project Name 67 FLATS Project Number 13150 Date 6 07.15.01 Scale Drawing TABULATIONS A.1 7 A B C D E F G H J 10/8/01 3:19:08 PM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 3 STRUCTURAL ENGINEER Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 8' - 6" 18' - 0" HC HC Fire Pump Rm. (359 sf) 1 CIVIL ENGINEERS VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 LANDSCAPE ARCHITECT 8' - 0" 6' - 8" Ramp DN 5% 8' - 8" Residential Parking 90 Spaces 80 Spaces 3' - 11 3/8" (3 accessible, 6 compact) ' - 1 1/" 3' - 0" Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 1 A.8 Transformer Vault (1110 sf) 15' - 0" Stair # UP 15% UP 8% 8' - 8" Air Main Electric Rm. Intake (67 sf) Elev. Lobby # Elev. Storage # 18' - 10" 1' - 0" 18' - 0" 8' - 6" 17' - 6" 8' - 0" Elev. Elev. #1 Lobby #1 16' - 0" HC Air Exhaust Stair #1 Storage (303 sf) 9' - 0" 670 Glebe Road Associates, llc 67 FLATS Arlington, Virginia 5' - 5" N PLAN NORTH A. 1 P LEVEL 1" = 0'-0" 0 10 0 0 3 3 ARCHITECTURE LANDSCAPE ARCHITECTURE PLANNING INTERIOR DESIGN 18' - 0" HC HC Water Rm. (359 sf) 8' - 6" 1 A.8 Transformer Vault Below DN 1% 55' - 8" Ramp DN 5% 57' - 8" Residential Parking 88 Spaces 3' - 11 3/8" (3 accessible, compact) ' - 1 1/" 55' - 8" Stair # 53' - 8" DN 8% UP 15% UP 8% 57' - 8" Main Electric Rm. Below Garage Intake Elev. Lobby # 3' - 0" 18' - 0" Elev. Storage Elev. # (103 sf) #1 18' - 10" 1' - 0" 8' - 6" 17' - 6" 8' - 0" Garage Exhaust HC Elev. VAN Lobby #1 Stair #1 16' - 0" Gas Rm. (303 sf) 9' - 0" 5 5' - 5" 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION no. date revision N PLAN NORTH Project Name 67 FLATS P1 LEVEL 1" = 0'-0" A. 10 0 0 0 General Plan Notes 6 Project Number 13150 Date 07.15.01 Scale 1" = 0' 0" 1. Ground floor loft unit areas include loft space on mezzanine floor. Refer to A.9 FAR Tabulation for Mezzanine Gross Area included in FAR Calculation. Drawing SUBTERRANEAN LEVELS A. 7 A B C D E F G H J 10/8/01 3:19:10 PM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

Stair #1 ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 STRUCTURAL ENGINEER 3 North Glebe RoadRoute #10 1' - 11 1/" Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER 9' - 0" 8' - " Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 8' - 8" CIVIL ENGINEERS 67' - 6" Retail #1 (,060.5 sf) Retail #1 Service Route Bike Storage 60 Bikes (75 sf) Fitness Room (1,8 sf) Mail & Package Rooms (58 sf) Lobby (1,38 sf) 70' - 8" Leasing Office (1,8 sf) Club Room (1,81 sf) Retail # (,7.61 sf) 71' - 6" 1 VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 LANDSCAPE ARCHITECT Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 1 A.8 7th Street North 66' - 5" 0' x 1' x 15' Loading 66' - 3" 65' - 10" DN 15% 70' - 8" 66' - 8" Mech. Mezz. 73' - 8" Trash Truck Pickup Stair # Retail #1 & Res. Trash Route Serv. Corr. Trash Room 69' - " Garage Intake Elev. # Loft 1 (1,363 sf *) Loft (989 sf *) Residential Corridor Residential Corridor Garage Exhaust Above Elev. Mech. Rm. #1 Exhaust Above Loft 3 Loft Loft 5 Loft 6 Loft 7 Loft 8 Loft 9 Loft 10 Loft 11 Loft 1 Loft 13 (989 sf *) (1,158 sf *) (1,335 sf *) (989 sf *) (989 sf *) (989 sf *) (1,335 sf *) (1,1 sf *) (989 sf *) (1, sf *) (1,68 sf *) Private Patio Private Patio Private Patio Private Patio Trash Truck Pickup Fire Truck Access Alley 0' - 0" Retail # Service Route 79' - " ' - 0" N. Carlin Springs Road 670 Glebe Road Associates, llc 67 FLATS Arlington, Virginia ' - 0" N PLAN NORTH Townhomes Townhomes Townhomes A.3 1 GROUND LEVEL 1" = 0'-0" 0 10 0 0 3 3 North Glebe RoadRoute #10 ARCHITECTURE LANDSCAPE ARCHITECTURE 13' - 1 1/" 1' - 0" PLANNING INTERIOR DESIGN ' - 8" 1' - 10" 0' - 0" 1' - 10" 9' - 9" 1' - 10" ' - 8" 15' - 11" BR B 1BR A 1BR A 1BR A 1BR A BR C 1BR A1 BR A 1BR A1 1BR A 1BR A 1BR A 1BR A BR B BR C (1,176 sf) (1,033 sf) (731 sf) (731 sf) (731 sf) (731 sf) (73 sf) (1,138 sf) (73 sf) (731 sf) (731 sf) (731 sf) (731 sf) (1,033 sf) (1,176 sf) 1 7th Street North BR D (1,131 sf) Retail #1 Grease Shaft Trash Rm. Elec. Rm. Stair # Elev. Elev. Stair #1 # #1 Exhaust 1BR B 1BR B STUDIO A JR 1 JR 1 JR 1 1BR A 1BR+D A JR 1 JR 1 JR 1 1BR B 1BR B STUDIO A (685 sf) (685 sf) (578 sf) (676 sf) (676 sf) (676 sf) (791 sf) (96 sf) (676 sf) (676 sf) (676 sf) (685 sf) (685 sf) (578 sf) Retail # Grease Shaft JR 1 1BR+D B (676 sf) (97 sf) BR E (1,3 sf) 51' - 10" 79' - " N. Carlin Springs Road A.8 5 0' - 8" 11' - " 0' - 8" 6' - 0" Alley 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION no. date revision TYP RES LEVEL 1" = 0'-0" A.3 10 0 0 0 Townhomes Townhomes Townhomes General Plan Notes N PLAN NORTH 6 Project Name 67 FLATS Project Number 13150 Date 11.05.01 Scale 1" = 0' 0" 1. Ground floor loft unit areas include loft space on mezzanine floor. Refer to A.9 FAR Tabulation for Mezzanine Gross Area included in FAR Calculation. Drawing GROUND & TYP. RESIDENTIAL LEVELS A.3 7 A B C D E F G H J 1/18/01 9::10 AM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 STRUCTURAL ENGINEER 3 North Glebe RoadRoute #10 13' - 1 1/" Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 CIVIL ENGINEERS 1 VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 BR BP 1BR AP 1BR AP 1BR AP 1BR AP BR C 1BR A1 BR A 1BR A1 1BR AP 1BR AP 1BR AP 1BR AP BR BP BR C (1,176 sf) (1,06 sf) (76 sf) (76 sf) (76 sf) (76 sf) (73 sf) (1,138 sf) (73 sf) (76 sf) (76 sf) (76 sf) (76 sf) (1,06 sf) (1,176 sf) Retail #1 Retail # Grease Shaft Grease Shaft LANDSCAPE ARCHITECT Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 1 7th Street North BR DP (1,030 sf) 1BR BP (659 sf) 1BR BP (659 sf) Trash Rm. Elev. # STUDIO AP JR 1 (55 sf) (676 sf) JR 1 (676 sf) JR 1 (676 sf) 1BR AP (766 sf) Elev. #1 1BR+D AP (937 sf) 333' - " JR1 (676 sf) JR 1 (676 sf) JR 1 (676 sf) Exhaust 1BR BP 1BR BP (659 sf) (659 sf) Stair #1 STUDIO AP (55 sf) JR 1 (676 sf) 1BR+D B (97 sf) BR EP (1,63 sf) 79' - " N. Carlin Springs Road 670 Glebe Road Associates, llc 67 FLATS Arlington, Virginia Alley N PLAN NORTH Townhomes Townhomes Townhomes A. 1 5TH RES LEVEL 1" = 0'-0" 0 10 0 0 3 ARCHITECTURE 3 North Glebe RoadRoute #10 LANDSCAPE ARCHITECTURE PLANNING INTERIOR DESIGN Architectural Accent Roof 35' - " High Parapet Architectural Accent Roof High Parapet Architectural Accent Roof 38' - 0" 38' - 0" 358' - 0" 38' - 0" 38' - 0" 35' - " 35' - 0" 35' - " 35' - " 35' - 0" 8% Grease Exhaust Rooftop Unit Unit Rooftop Condensers 13% Unit Rooftop Condensers Rooftop Unit Grease Exhaust 8% 1 7th Street North 39' - " Roof HP Roof HP 36' - 0" 36' - 0" 353' - 8" 36' - 0" 36' - 0" 355' - 0" 355' - 0" 355' - 0" 355' - 0" 9' - 10 1/" 11' - 9 1/" 19' - 3" 19' - 3" 19' - 3" 19' - 3" Stair # Elevator # Elevator #1 Garage Exhaust Fans Stair #1 Penthouse Penthouse 35' - " 35' - " 10' - 11" 9' - 10 1/" 39' - " N. Carlin Springs Road 333' - " 333' - " 333' - " 333' - " 5 Alley 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION no. date revision ROOF PLAN 1" = 0'-0" A. 10 0 0 0 Townhomes Townhomes Townhomes General Plan Notes N PLAN NORTH 6 Project Name 67 FLATS Project Number 13150 Date 07.15.01 Scale 1" = 0' 0" 1. Ground floor loft unit areas include loft space on mezzanine floor. Refer to A.9 FAR Tabulation for Mezzanine Gross Area included in FAR Calculation. Drawing 5TH RESIDENTIAL LEVEL & ROOF A. 7 A B C D E F G H J 10/8/01 3:19:18 PM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

G1 ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 sightline 7th Street North 75' - 11 1/" 8' - 0" ' - 0" ROOF HIGH POINT AVERAGE SITE ELEVATION 70' - 0 1/" Trans. Vault Parking Ramp 3 1 3 5 6 7 8 9 10 11 1 13 1 15 16 9' - " Mech. Mezz. Trash Room Mechanical Equipment Zone 1' - 0" Parking Garage Parking Garage Residential Units Residential Units Residential Units Residential Units Residential Units Loft Units Gas Room Storage 9' - 0" 13' - 0" 10' - 0" 10' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 1' - 8" N. Carlin Springs Road ROOF 36' - 0" R5 333' - " R 3' - 8" R3 31' - 0" R 301' - " R1 90' - 8" GM 80' - 8" 70' - 8" P1 57' - 8" P 8' - 8" sightline 1 STRUCTURAL ENGINEER Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 CIVIL ENGINEERS VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 LANDSCAPE ARCHITECT Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 670 Glebe Road Associates, llc 67 FLATS Arlington, Virginia A 1 LONGITUDINAL BUILDING SECTION 1" = 0'-0" 0 10 0 0 3 ARCHITECTURE sightline North Glebe RoadRoute #10 AVERAGE SITE ELEVATION 70' - 0 1/" Architectural Accent 75' - 11 1/" ' - 0" 6' - 0" ' - 0" ' - 0" A.8 A B C D Mechanical Equipment Zone 9' - " Residential Units Residential Units Residential Units Residential Units Residential Units Fitness Room Loft Unit Parking Garage Parking Garage 1 9' - 0" 13' - 0" 10' - 0" 10' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 1' - 8" Alley ROOF 36' - 0" R5 333' - " R 3' - 8" R3 31' - 0" R 301' - " R1 90' - 8" GM 80' - 8" G1 70' - 8" P1 57' - 8" P 8' - 8" sightline sightline North Glebe Road Route #10 75' - 11 1/" ' - 0" 10' - 0" ' - 0" ' - 0" AVERAGE SITE ELEVATION 70' - 0 1/" Architectural Accent A B C D 1 A.8 Mechanical Equipment Zone Residential Units Residential Units Residential Units Residential Units Residential Units Retail #1 Loading Mech. Mezz. Parking Ramp Parking Garage Parking Ramp Parking Garage Main. Elec. Rm. 9' - 0" 13' - 0" 10' - 0" 10' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 1' - 8" Alley ROOF 36' - 0" R5 333' - " R 3' - 8" R3 31' - 0" R 301' - " R1 90' - 8" GM 80' - 8" G1 70' - 8" P1 57' - 8" P 8' - 8" sightline ROOF 36' - 0" R5 333' - " R 3' - 8" R3 31' - 0" R 301' - " R1 90' - 8" GM 80' - 8" G1 70' - 8" P1 57' - 8" P 8' - 8" 9' - 0" 13' - 0" 10' - 0" 10' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 1' - 8" 8' - " 15' - " PL ' - " ' - 9" 5 LANDSCAPE ARCHITECTURE PLANNING INTERIOR DESIGN 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION no. date revision TRANSVERSE BUILDING SECTION ONE A 1" = 0'-0" 3 TRANSVERSE BUILDING SECTION TWO A 1" = 0'-0" ENCROACHMENT SECTION A 1" = 0'-0" Project Name 67 FLATS Project Number 13150 0 10 0 0 0 10 0 0 3 North Glebe RoadRoute #10 5 A.8 0 10 0 0 6 Date 07.15.01 Scale As indicated A.8 1 7th Street North Alley N. Carlin Springs Road Drawing BUILDING SECTIONS Townhomes KEY PLAN Townhomes Townhomes 7 A B C D E F G H J 10/8/01 3:19: PM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

NORTH CARLIN SPRINGS ROAD 7TH STREET NORTH ARLINGTON AUTO CENTER ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 STRUCTURAL ENGINEER Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 1 CIVIL ENGINEERS VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 LANDSCAPE ARCHITECT Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 AMERICAN SERVICE CENTER 650 NORTH GLEVE ROAD 67 NORTH GLEBE ROAD 670 Glebe Road Associates, llc 1 CONTEXT VIEW - NORTH GLEBE ROAD A.8 NOT TO SCALE 67 FLATS Arlington, Virginia NORTH TAZEWELL STREET ALLEY NORTH GLEBE ROAD NORTH GLEBE ROAD ALLEY NORTH TAZEWELL STREET 3 CONTEXT VIEW - NORTH CARLIN SPRINGS ROAD A.8 NOT TO SCALE 3 CONTEXT VIEW - 7TH STREET NORTH A.8 NOT TO SCALE ARCHITECTURE N. Carlin Springs Road LANDSCAPE ARCHITECTURE PLANNING INTERIOR DESIGN 7th Street North PROPERTY LINE 1 Story Arlington Auto Center 67 Flats 650 N. Glebe Road 1 Story American Service Center 00' - 0" 00' - 0" PROPERTY LINE 0'-0" +/- 1'-3" +/- '-6" +/- 6'-8" +/- 11'-6" +/- 135'-6" +/- 6' - 6" +/- 7' - " +/- 8' - 6" +/- 8'-3" +/- 5' - 9" +/- 95'-0" +/- 6'-8" +/- 1'-" +/- 68'-6" +/- '-0" +/- '-8" +/- 18' - 8" +/- 15' - 8" +/- 11' - " +/- 77' - 0" +/- 1' - 6" +/- 1' - 6" +/- 5' - 0" +/- 30' - 0" +/- A A.8 LONGITUDINAL CONTEXTUAL SITE SECTION 1" = 60'-0" 5 0 30 60 10 A A.8 Ballston Common '-0" +/- 117'-8" +/- 50'-0" +/- 5 TRANSVERSE CONTEXTUAL SITE SECTION 1" = 60'-0" 75'-0" +/- 35'-0" +/- Varies North Glebe Road Route #10 PROPERTY LINE 67 Flats 00' - 0" 00' - 0" 3'-0" +/- 17'-8" +/- 3'-0" +/- 35'-0" +/- 8' - 3" +/- 9' - " 9' - " +/- 1' - 0" PROPERTY LINE Private Alley 3 Story Townhomes 3 Story Townhomes 3'-0" +/- 35'-0" +/- 73'-" +/- 35'-0" +/- North Tazewell Street 31'-0" +/- 0'-0" +/- First Presbyterian Church of Arlington Parking 0 30 60 10 KEY PLAN A.8 1 7th Street North 3 Townhomes North Glebe RoadRoute #10 Alley Townhomes 5 A.8 Townhomes N. Carlin Springs Road 6 7 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION no. date revision Project Name 67 FLATS Project Number 13150 Date 07.15.01 Scale As indicated Drawing BUILDING CONTEXT A.8 A B C D E F G H J 10/8/01 3:0:19 PM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

CORE 199.53 SF RESIDENTIAL 110.56 SF STORAGE 103.08 SF GROSS PARKING AREA 3690.8 SF SHAFT 171.55 SF UTILITY 359. SF CORE 18.80 SF RESIDENTIAL 11.5 SF STORAGE 103.08 SF GROSS PARKING AREA 366. SF SHAFT 18.9 SF UTILITY 359. SF Excluded from FAR Legend Gross Parking Area Core Shaft Utility Open To Below ARCHITECT Hord Coplan Macht, Inc. 000 Duke St, Suite 10 Alexandria, VA 31 p. 10. 837. 7311 f. 10. 837. 6530 STRUCTURAL ENGINEER Tadjer Cohen Edelson Associates, Inc. 1109 Spring St Silver Spring, MD 0910 p. 301.587.180 f. 301.588.1966 M/E/P ENGINEER Metropolitan Engineering 1150 17th St, NW, Suite 300 Washington, DC 0036 p. 0.96.580 f. 0.96.19 Retail CIVIL ENGINEERS UTILITY 1110.00 SF 1 P A.9 1" = 0'-0" UTILITY 66.57 SF RETAIL 060.5 SF SHAFT 16.17 SF CORE 79.8 SF CORE 85.06 SF RESIDENTIAL 19.1 SF RESIDENTIAL COMMON 11961.55 SF CORE 153.93 SF RETAIL 7.61 SF STORAGE 30.63 SF OPEN TO BELOW OPEN TO BELOW A.9 P1 1" = 0'-0" OPEN TO BELOW SHAFT 66.77 SF CORE 79.8 SF CORE 85.06 SF RESIDENTIAL 19.1 SF CORE 197.0 SF OPEN TO BELOW UTILITY 30.63 SF Residential Common Residential Storage FAR TABULATION Level Name Area P RESIDENTIAL 39.70 SF P STORAGE 05.71 SF 1 VIKA Incorporated 8180 Greensboro Dr, Suite 00 McLean, VA 101 p. 703..7800 f. 703.761.787 LANDSCAPE ARCHITECT Studio 39 Landscape Architecture, PC 616 Grovedale Dr, Suite 100 A Alexandria, VA 310 p. 703.719.6500 f. 703.719.6503 670 Glebe Road Associates, llc 67 FLATS Arlington, Virginia P1 RESIDENTIAL 3.59 SF P1 STORAGE 103.08 SF OPEN TO BELOW G1 RESIDENTIAL 11589.7 SF G1 RESIDENTIAL COMMON 11961.55 SF G1 RETAIL 88.13 SF GM RESIDENTIAL 5357.9 SF R1 RESIDENTIAL 6987.6 SF R1 RESIDENTIAL COMMON 991.01 SF GROSS PARKING AREA 088.17 SF 3 G1 A.9 1" = 0'-0" RESIDENTIAL 860.09 SF RESIDENTIAL 99.65 SF OPEN TO BELOW A.9 GM 1" = 0'-0" RESIDENTIAL 391.96 SF RESIDENTIAL 1.33 SF OPEN TO BELOW R RESIDENTIAL 6987.6 SF R RESIDENTIAL COMMON 991.01 SF R3 RESIDENTIAL 6987.6 SF R3 RESIDENTIAL COMMON 991.01 SF 3 RESIDENTIAL COMMON 991.01 SF RESIDENTIAL 6987.6 SF RESIDENTIAL COMMON 991.01 SF RESIDENTIAL 6987.6 SF R RESIDENTIAL 6987.6 SF R RESIDENTIAL COMMON 991.01 SF R5 RESIDENTIAL 709.38 SF ARCHITECTURE R5 RESIDENTIAL COMMON 991.01 SF LANDSCAPE ARCHITECTURE 1833.78 SF PLANNING INTERIOR DESIGN A.9 5 R1 1" = 0'-0" A.9 6 R 1" = 0'-0" RESIDENTIAL COMMON 991.01 SF RESIDENTIAL 6987.6 SF RESIDENTIAL COMMON 991.01 SF RESIDENTIAL 6987.6 SF 5 1 09.30.01.1 SUBMISSION # 07.15.01.1 SUBMISSION 7 R3 A.9 1" = 0'-0" A.9 8 R 1" = 0'-0" no. date revision Project Name 67 FLATS RESIDENTIAL COMMON 991.01 SF RESIDENTIAL 709.38 SF 6 Project Number 13150 Date 07.15.01 Scale 1" = 0' 0" Drawing FAR TABULATION A.9 9 R5 A.9 1" = 0'-0" 7 A B C D E F G H J 10/8/01 3:0:9 PM C:\Users\brobinson\Documents\13150 Glebe 5 - Option D - 01_brobinson.rvt Hord Coplan Macht, Inc.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c DATE: COMMON ABBREVIATIONS PROFESSIONAL TITLES LEGEND GENERAL NOTES p:\013\13060 glebe 5\6.0 cad files\current phase\l0.00 GENERAL NOTES.dwg A A/C AIR CONDITIONING AASHTO AMERICAN ASSOCIATION OF STATE HWY & TRANSPORTATION. OFFICIALS AB ANCHOR BOLT ABRSV ABRASIVE ABV ABOVE AC ACRE ACD ACCESS DOOR AD AREA DRAIN ADA AMERICAN WITH DISABILITIES ACT ADEN AENDA, AENDUM A AITIONAL ADH ADHESIVE ADJ ADJACENT ADJT ADJUSTABLE A-E ARCHITECT-ENGINEER AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AGGR AGGREGATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APT APARTMENT ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AVE AVENUE B B&B BALL AND BURLAP BC BOTTOM OF CURB, BOTTOM OF COLUMN BE BEAM BITUM BITUMINOUS BL BASELINE BLDG BUILDING BLK BLOCK BLVD BOULEVARD BM BENCHMARK BMP BEST MANAGEMENT PRACTICES BOC BACK OF CURB BP BREAK POINT BRK BRICK BRKT BRACKET BRL BUILDING RESTRICTION LINE BS BOTTOM OF STEP BSMT BASEMENT BTWN BETWEEN BW BOTTOM OF WALL BEV BEVEL C CB CATCH BASIN CC CENTER TO CENTER CEM CEMENT CI CAST IRON CIP CAST IRON PIPE CIPC CAST-IN-PLACE CONCRETE CJ CONTROL JOINT CL CENTER LINE CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE D DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DIST DISTANCE DR DRIVE DRN DRAIN DWG DRAWING DEMO DEMOLITION DET DETAIL DI DROP INLET DN DOWN DS DOWNSPOUT DT DRAIN TILE DWL DOWEL E E EAST EA EACH ELEC ELECTRICAL ELEC P ELECTRICAL PANEL ELEV ELEVATION ENCL ENCLOSURE ENTR ENTRANCE EP EDGE OF PAVEMENT EQ EQUAL EQL SP EQUALLY SPACED EQUIP EQUIPMENT ESMT EASEMENT ETD EXISTING TO BE DEMOLISHED ETR EXISTING TO REMAIN ETRL EXISTING TO BE RELOCATED ETRP EXISTING TO BE REPLACED EW EACH WAY EX EXISTING EXP EXPANSION EXT EXTERIOR F FAR FLOOR AREA RATIO FBD FIBER BOARD FD FLOOR DRAIN FDN FOUNDATION FFE FINISHED FLOOR ELEVATION FIN FINISH FIN FL FINISH FLOOR FIN GR FINISH GRADE FN FENCE FOC FRONT OF CURB FT FOOT/FEET FTG FOOTING FUT FUTURE FXTR FIXTURE G GA GAUGE GAB GRADED AGGREGATE BASE GALV GALVANIZED GC GENERAL CONTRACTOR GDR GUARD RAIL GFA GROSS FLOOR AREA GIP GALVANIZED IRON PIPE GL GLASS GP GUTTER PAN GVL GRAVEL H HB HOSE BIBB HC HANDICAP PARKING SPACE HDPE HIGH DENSITY POLYETHYLENE PIPE HDWD HARDWOOD HDWE HARDWARE HT HEIGHT HNDRL HANDRAIL HORZ HORIZONTAL HP HIGH POINT HS HARDSCAPE I ID INSIDE DIAMETER INSTL INSTALLATION INV INVERT IP IRON PIPE J JST JOIST JT JOINT L LAM LAMINATED LB POUND LBR LUMBER LH LEFT HAND LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LOW LIMITS OF WORK LTP LIGHT POLE LP LOW POINT LS LANDSCAPE LT LIGHT LTG LIGHTING LVL LEVEL M MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MET METAL METB METAL BASE MFG MANUFACTURING MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MLDG MOLDING MTG MOUNTING MULL MULLION MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES N N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPT OPTIONAL ORIG ORIGINAL P PAR PARALLEL PERP PERPENDICULAR PI POINT OF INTERSECTION PIE PUBLIC IMPROVEMENT EASEMENT PKWY PARKWAY PL PROPERTY LINE PLBG PLUMBING PLYWD PLYWOOD PNL PANEL PNT PAINT POB POINT OF BEGINNING PR PAIR PRCST PRECAST PRELIM PRELIMINARY PRKG PARKING PROP PROPOSED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAINTED PUE PUBLIC UTILITY EASEMENT PVMT PAVEMENT R R RISER, RADIUS RC REINFORCED CONCRETE RD ROAD RDWY ROADWAY REC RECESSED REF REFERENCE REQD REQUIRED RFD ROOF DRAIN RH RIGHT HAND RIM DRAIN INLET RIM ELEVATION RLG RAILING RM ROOM RND ROUND ROW RIGHT OF WAY RP RADIUS POINT RPA RESOURCE PROTECTION AREA RTE ROUTE S S SOUTH SD SURFACE DRAIN SECT SECTION SGL SINGLE SJ SCORED JOINT SLP SLOPE SM SMOOTH SPEC SPECIFICATION SQ FT SQUARE FOOT SQ IN SQUARE INCH SST STAINLESS STEEL ST STREET STA STATION POINT STD STANDARD STL STEEL STM STORM DRAIN SW SIDEWALK SWM STORM WATER MANAGEMENT T T&G TONGUE AND GROOVE TC TOP OF CURB, TOP OF COLUMN TD TRENCH DRAIN TEMP TEMPORARY TS TOP OF STEP TW TOP OF WALL TXT TEXT TYP TYPICAL U UNFIN UNFINISHED V VERT VERTICAL W W WEST WD WOOD WI WROUGHT IRON WLD WELDED WP WATER PROOFING WR WATER RESISTANT WWM WELDED WIRE MESH WWR WELDED WIRE REINFORCEMENT Y YD YARD DRAIN ARCH ARCHITECT CIVIL CIVIL ENGINEER ENGR ENGINEER GC GENERAL CONTRACTOR ID INTERIOR DESIGNER MEP MECHANICAL/ELECTRICAL/PLUMBING LA LANDSCAPE ARCHITECT LC LANDSCAPE CONTRACTOR STR STRUCTURAL ENGINEER MATERIAL GRAPHICS CONCRETE COMPACTED AGGREGATE SUB-BASE SAND MORTAR MORTAR NEXT TO SAND SETTING BED BRICK / PAVER DRAINAGE GRAVEL SOIL / COMPACTED SOIL / UNDISTURBED SUBGRADE STRUCTURAL / PLANTING / LIGHTWEIGHT SOIL EXPANSION JOINT W/ BACKER ROD REBAR STONE ASPHALT CONCRETE W/ NEOPRENE TACK COAT FABRIC SEPARATOR STEEL / IRON ALUMINUM BRASS / BRONZE / COPPER WOOD MULCH PLASTIC ARCHITECTURAL PRECAST WELDED WIRE REINFORCEMENT CMU RIGID INSULATION W/ OPEN JOINTS FOR DRAINAGE BRICK / CONCRETE PAVER RUNNING BOND BRICK / CONCRETE PAVER HERRINGBONE PL CL 9 10 9 10 00.00 00.00 ELEV.00.00 STA 0+00.00 OFFSET 0'-0" SD SD # KEY # DETAIL NAME SHEET # SHEET # SHEET 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 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 PLANT CALLOUT MATERIAL OR DETAIL CALLOUT ELEVATION CALLOUT SECTION CALLOUT 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com 67 FLATS ARLINGTON, VA REVISIONS: GENERAL NOTES N O R T H SCALE: PROJECT NO: DESIGN: DRAWN: CHECKED: 670 GLEBE ROAD ASSOCIATES, LLC Viewport Scale 0 0 0 0 L0.00 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c DATE: 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com 67 FLATS ARLINGTON, VA 670 GLEBE ROAD ASSOCIATES, LLC REVISIONS: p:\013\13060 glebe 5\6.0 cad files\current phase\l1.00 OVERALL SITE PLAN.dwg SCALE: OVERALL SITE PLAN N O R T H PROJECT NO: DESIGN: DRAWN: CHECKED: 1"=0'-0" 0 10 0 0 L1.00 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

1'-0" THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com SCORED CONCRETE SIDEWALK COUNTY STANDARD STREETLIGHT, SINGLE FIXTURE 5' X 1' PLANTED TREE PIT " X 8" CLAY PAVER SOLDIER COURSE BEHIND CURB 7'-0" 5'-0" SPECIALTY PAVING HANDICAP RAMP, SEE CIVIL 11'-6" 1'-7" 18'-9" 17'-7" 10'-" LIMITS OF TRANSFORMER VAULT BELOW PROPERTY LINE LOADING ACCESS PROPOSED TRANSFORMERS VAULT LIDS 13'-8" 7'-7" 67 FLATS ARLINGTON, VA 670 GLEBE ROAD ASSOCIATES, LLC GARAGE ACCESS UNIT PATIOS W/ SPECIALTY PAVING GARAGE AIR INTAKE STORMWATER PLANTER; 5' SOIL DEPTH GREENSCREEN STORMWATER PLANTER; 5' SOIL DEPTH LIMIT OF GARAGE 6'-0" 11'-0" 11'-0" 10'-" 9'-6" TW 7.67 TW 7.67 BW 70.67 BW 70.67 TS 69.67 TS 66.83 FIRE HYDRANT SIDEWALK SEWER LINE REVISIONS: SANITARY LINE ASPHALT ALLEY p:\013\13060 glebe 5\6.0 cad files\current phase\l1.01 HARDSCAPE PLAN - 1.dwg SCALE: PROJECT NO: DATE: HARDSCAPE PLAN - 1 N O R T H DESIGN: DRAWN: CHECKED: 1" = 10'-0" 0 5 10 0 L1.01 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 5' X 1' PLANTED TREE PIT SCORED CONCRETE SIDEWALK COUNTY STANDARD STREETLIGHT, SINGLE FIXTURE " X 8" CLAY PAVER SOLDIER COURSE BEHIND CURB Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com 7'-0" HANDICAP RAMP, SEE CIVIL 5'-0" SPECIALTY PAVING 10'-" 1'-0" 11'-1" 1'-3" 18'-5" 17'-3" 7'-3" 71'-1" 8'-" 1'-6" 16'-3" 67 FLATS ARLINGTON, VA 30'-0" 670 GLEBE ROAD ASSOCIATES, LLC STORMWATER PLANTER; 5' SOIL DEPTH UNIT PATIOS W/ SPECIALTY PAVING STORMWATER PLANTER; 5' SOIL DEPTH 1 STORMWATER PLANTER; 5' SOIL DEPTH GREEN SCREEN L.01 9'-6" 11'-0" 19'-0" 11'-0" 9'-6" 11'-0" TW 7.67 BW 70.67 TS 66.83 TW 7.67 BW 70.67 TS 66.83 FIRE HYDRANT LIMIT OF GARAGE SEWER LINE PLANTERS W/ UPRIGHT EVERGREENS PROPERTY LINE SANITARY LINE REVISIONS: ASPHALT ALLEY p:\013\13060 glebe 5\6.0 cad files\current phase\l1.0 HARDSCAPE PLAN -.dwg SCALE: PROJECT NO: DATE: HARDSCAPE PLAN - N O R T H DESIGN: DRAWN: CHECKED: 1" = 10'-0" 0 5 10 0 L1.0 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

1'-0" THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c FLOWERING TREE BUILDING FACADE 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com GREEN SCREEN W/ VINES 1 L.01 ALLEY SECTION Scale: 1/" = 1'-0" 1'-0" '-10" 8" PUBLIC ALLEY LANDSCAPE AREA BIO-RETENTION 7'-11" PATIO BIO-RETENTION PLANTINGS ' BIO-RETENTION PLANTERS ORNAMENTAL GRASSES LIMIT OF GARAGE BELOW SECTION L.01 STRUCTURE FREE ZONE Scale: 1/" = 1'-0" SECTION 67 FLATS ARLINGTON, VA 670 GLEBE ROAD ASSOCIATES, LLC REVISIONS: p:\013\13060 glebe 5\6.0 cad files\current phase\l.01 HARDSCAPE DETAILS.dwg SCALE: PROJECT NO: DATE: HARDSCAPE DETAILS N O R T H DESIGN: DRAWN: CHECKED: Viewport Scale 0 0 0 0 L.01 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c DATE: 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com STREET TREE PLANTED TREE PIT, TYP. 6 ARU 1 QPQ 67 FLATS ARLINGTON, VA 670 GLEBE ROAD ASSOCIATES, LLC BIO-RETENTION PLANTINGS TYP. 1 PRY REVISIONS: LANDSCAPE AREA MGV LIMIT OF GARAGE FLOWERING TREE PRY p:\013\13060 glebe 5\6.0 cad files\current phase\l3.01 LANDSCAPE PLAN - 1.dwg LANDSCAPE PLAN - 1 N O R T H SCALE: PROJECT NO: DESIGN: DRAWN: CHECKED: 1" = 10'-0" 0 5 10 0 L3.01 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c DATE: 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com STREET TREE PLANTED TREE PIT, TYP. 6 ARU ZSV 67 FLATS ARLINGTON, VA 670 GLEBE ROAD ASSOCIATES, LLC BIO-RETENTION PLANTINGS TYP. PRY LIMIT OF GARAGE LANDSCAPE AREA FLOWERING TREE MGV UPRIGHT EVERGREEN REVISIONS: p:\013\13060 glebe 5\6.0 cad files\current phase\l3.0 LANDSCAPE PLAN -.dwg LANDSCAPE PLAN - N O R T H SCALE: PROJECT NO: DESIGN: DRAWN: CHECKED: 1"= 10'-0" 0 5 10 0 L3.0 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF c DATE: 616 Grovedale Drive, Suite 100-A Alexandria, Virginia 310 Tel: 703.719.6500 Fax: 703.719.6503 Email: frontdesk@studio39.com GREEN ROOF PLANTINGS; APPROX. 5500 SF. 67 FLATS ARLINGTON, VA 670 GLEBE ROAD ASSOCIATES, LLC REVISIONS: p:\013\13060 glebe 5\6.0 cad files\current phase\l3.03 LANDSCAPE PLAN - GREEN ROOF.dwg LANDSCAPE PLAN - GREEN ROOF N O R T H SCALE: PROJECT NO: DESIGN: DRAWN: CHECKED: 1" = 10'-0" 0 5 10 0 L3.03 TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # NOT RELEASED FOR CONSTRUCTION

LD-001 SPECIMEN TREE BLACK RUBBER HOSE 1 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED 3" LAYER OF SHREED HARDWOOD BARK MULCH 3" SAUCER PLANTING SOIL MIX ROOT BALL - REMOVE 1 3 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 AREAS DISTURBED 1/ TIMES TREE ROOTBALL 5 " x " x 18" HARDWOOD GUY STAKES, 3 PER TREE, 10 APART, DRIVEN AT 5 LD-00 SPECIMEN TREE BLACK RUBBER HOSE 1 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED 3" LAYER OF SHREED HARDWOOD BARK MULCH () HARDWOOD STAKES TO BE USED ON TREES UP TO 1' HT. LARGER TREES TO BE GUYED 3" SAUCER PLANTING SOIL MIX ROOT BALL - REMOVE 1 3 OF BURLAP FROM TOP, REMOVE ALL ROPES/ METAL BASKETS 6" HT. MOUND UNDISTURBED SUBGRADE NOTES: - STAKES TO BE PLACED FIRMLY INTO SOIL - CONTRACTOR TO REGRADE, SOD OR HYDROSEED & STRAW MULCH ALL AREAS DISTURBED 5'-0" 1/ TIMES TREE ROOTBALL 5 '-0" LD-003 MULTI-STEMMED SPECIMEN TREE BLACK RUBBER HOSE 1 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED 3" LAYER OF SHREED HARDWOOD BARK MULCH 3" SAUCER PLANTING SOIL MIX ROOT BALL - REMOVE 1 3 OF BURLAP FROM TOP: REMOVE ALL ROPES/ METAL BASKETS FLAGGING NOTES: - STAKES TO BE DRIVEN UNTIL FIRMLY SET INTO UNDISTURBED GRADE 6" HT. MOUND UNDISTURBED SUBGRADE " x " x 18" HARDWOOD GUY STAKES, 3 PER TREE, 10 APART, DRIVEN AT 5 1/ TIMES TREE ROOTBALL LD-00 SPECIMEN SHRUB 3" LAYER OF SHREED HARDWOOD BARK MULCH ROOTBALL - REMOVE 1 3 OF BURLAP FROM TOP, REMOVE ALL ROPES AND METAL BASKETS SOIL 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 TO DEPTH REQUIRED FOR SOIL MIX BACK FILL - REMOVE ALL STRINGS, RIBBONS & TAGS FROM PLANTS 1/ TIMES SHRUB ROOTBALLS LD-005 3" MULCH LAWN PLANTING SOIL 90 3" LD-006 SPECIMEN PLANTS 3" LAYER OF SHREED HARDWOOD BARK MULCH FERTILIZER & CHEMICAL AITIVE TO BE PLACED AT 6-8" DEPTH (AT ROOT ZONE) SLOPE BOTTOM OF PREPARED BEDS 1 " MIN. TO NATURAL LOW POINT NOTES: - MIX IN BONE MEAL AT BOTTOM OF BULBS WHEN PLANTED BULB DEPTH 6-8" SUBGRADE SOIL MIX: USE 1 3 PINE FINES (GROUND) OR EARTH LIFE, 1 6 PERLITE, 1 TOP SOIL 8" MIN. % SLOPE 'D' 'A' EQ EQ 'D' PLANT SPACING CHART AS SPECIFIED ON PLANT LIST SPACING 'D' ROW 'A' NUMBER OF PLANTS PER SQUARE FOOT 6" o.c. 5 1/" o.c..6 8" o.c. 6 7/8" o.c..60 10" o.c. 8 5/8" o.c. 1.66 1" o.c. 10 3/8" o.c. 1.15 15" o.c. 13" o.c. 0.7 18" o.c. 15 5/8" o.c. 0.51 " o.c. 0 3/" o.c. 0.9 30" o.c. 6" o.c. 0.18 36" o.c. 31 1/8" o.c. 0.13 " o.c. 36 3/8" o.c. 0.09 8" o.c. 1 5/8" o.c. 0.07 DATE: PROJECT NO: c THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AND IS NOT TO BE COPIED AND/OR USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF Email: frontdesk@studio39.com Tel: 703.719.6500 Fax: 703.719.6503 Alexandria, Virginia 310 616 Grovedale Drive, Suite 100-A REVISIONS: L.01 LANDSCAPE DETAILS p:\013\13060 glebe 5\6.0 cad files\current phase\l.01 LANDSCAPE DETAILS.dwg SCALE: Viewport Scale 0 0 0 0 DESIGN: DRAWN: CHECKED: N O R T H TH 13060 09.30.1 PRELIMINARY.1 SUBMISSION # 670 GLEBE ROAD ASSOCIATES, LLC 67 FLATS ARLINGTON, VA NOT RELEASED FOR CONSTRUCTION PLANTING NOTES: 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED, INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP.. 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.. 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 THE BEGINNING 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 CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE-DAY PERIOD AFTER DELIVERY. ANY PLANTS NOT INSTALLED DURING THIS PERIOD SHALL BE REJECTED, UNLESS OWNER AND CONTRACTOR PROVIDE OTHERWISE BY WRITTEN AGREEMENT. 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF ROOT BALL SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF ANSI Z60 "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 MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. 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 HANDLED FORM THE BOTTOM OF THE BALL ONLY. 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOP SOIL THAT IS IN A MUY OR FROZEN CONDITION. 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. 1. 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 (" CALIPER AND GREATER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES SHALL NOT BE CUT BACK. LONG SIDES BRANCHES SHALL BE SHORTENED. 1. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE THE NATURAL CHARACTER OF 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 BE STAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING AND TREE WRAP AT THE END OF ONE YEAR MAINTENANCE AND GUARANTEE PERIOD. 16. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREED 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, VINES AND GROUNDCOVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVED BY THE PLANNING AUTHORITIES SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: LAWNS: 03/15 TO 06/15 and 09/15 TO 1/01 THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS SEASON:ACER RUBRUM POPULUS SPP.; BETULA SPP. PRUNUS SPP.; CARPINUS SPP. PYRUS SPP.; CRATECUS SPP. QUERCUS SPP.; KOELREUTERIA PANICULATA SALIX SPP.; LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA; LIRIODENDRON TULIPIFERA ZELKOVA; PLATANUS ACERIFOLIA; ANY PLANTING INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SOING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. PLANTINGS ASSOCIATED WITH ANY LOT 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 " TOP SOIL AND SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION AND SEDIMENT CONTROL SHEET. 0. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE; INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD, UNLESS OTHERWISE SPECIFIED. 1. ALL DIMENSIONS TO BE TAKEN FROM BACK OF CURB.. CONTRACTOR SHALL LAYOUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN. 3. 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 ALL PUBLIC OR PRIVATE UTILITIES.. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIING TIME. 5. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. 6. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE. 7. 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. 8. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 9. 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 SAME MULCH BED. 31. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING TREE AREAS. 3. TREES SHALL BE LOCATED A MINIMUM OF 3' - ' FROM WALLS AND WALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER 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. SHRUBS PLANTED NEAR H.V.A.C. UNITS TO BE LOCATED SO THAT SHRUBS AT MATURITY WILL MAINTAIN 1' AIRSPACE BETWEEN UNIT AND PLANT. 3. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING 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 THE DURATION 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 1" DOWN SIDE OF ROOT BALL AND REMOVED FROM PROJECT SITE. 0. SHRUBS, BULBS AND GROUND COVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON PLANTING PLANS. 1. 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 INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE INFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.. CONTRACTOR SHALL INSPECT ALL BULBS AND BRING ANY DAMAGED MATERIAL TO THE ATTENTION OF THE OWNER PRIOR TO PLANTING. 3. 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.. 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. 5. 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. 6. 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 EVERY MONTH DURING THE CONTRACT PERIOD. 7. 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 AITIVES ARE REQUIRED. 8. THE INTENT OF THE PROJECT IS TO HAVE NATURAL DRIFTS OF BULBS/PERENNIALS IN PLANTING. KEEP SWEEPS OF SIMILAR BULBS/PERENNIALS IN SEPARATE GROUPS. 9. CONTRACTOR SHALL BE RESPONSIBLE TO RE-GRADE, HYDRO-SEED, STRAW MULCH, AND TACK ALL LAWN AREAS DISTURBED AS THE RESULT OF HIS WORK. 50. ALL EXISTING SOIL TO BE REMOVED FROM PERENNIAL BEDS TO A DEPTH OF 1" 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 ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASON. 5. THE SPECIFICATIONS FOR ALL WORK INCLUDED IN THIS CONTRACT SHALL BE LANDSCAPE SPECIFICATIONS GUIDELINES FOR BALTIMORE-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 FOR PLANTING ALONG VIRGINIA'S ROADWAYS." 5. ANY PLANTING WHICH IS SHOWN ADJACENT TO CONDENSER UNITS SHALL BE PLANTED AS REQUIRED TO SCREEN THE UNITS. SHOULD THE CONDENSER UNITS BE INSTALLED IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE PLAN IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL 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.. 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 % (FOUR PERCENT) ORGANIC MATTER.. 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. 790 WHITTEN ROAD MEMPHIS, TN 38133 1-800-6-5 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.. 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.. 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 THE BEGINNING 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 CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE-DAY PERIOD AFTER DELIVERY. ANY PLANTS NOT INSTALLED DURING THIS PERIOD SHALL BE REJECTED, UNLESS OWNER AND CONTRACTOR PROVIDE OTHERWISE BY WRITTEN AGREEMENT. 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF ROOT BALL SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF ANSI Z60 "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 MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. 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 HANDLED FORM THE BOTTOM OF THE BALL ONLY. 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOP SOIL THAT IS IN A MUY OR FROZEN CONDITION. 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. 1. 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 (" CALIPER AND GREATER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES SHALL NOT BE CUT BACK. LONG SIDES BRANCHES SHALL BE SHORTENED. 1. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE THE NATURAL CHARACTER OF 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 BE STAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING AND TREE WRAP AT THE END OF ONE YEAR MAINTENANCE AND GUARANTEE PERIOD. 16. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREED 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, VINES AND GROUNDCOVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVED BY THE PLANNING AUTHORITIES SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: LAWNS: 03/15 TO 06/15 and 09/15 TO 1/01 THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS SEASON:ACER RUBRUM POPULUS SPP.; BETULA SPP. PRUNUS SPP.; CARPINUS SPP. PYRUS SPP.; CRATECUS SPP. QUERCUS SPP.; KOELREUTERIA PANICULATA SALIX SPP.; LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA; LIRIODENDRON TULIPIFERA ZELKOVA; PLATANUS ACERIFOLIA; ANY PLANTING INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SOING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. PLANTINGS ASSOCIATED WITH ANY LOT 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 " TOP SOIL AND SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION AND SEDIMENT CONTROL SHEET. 0. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE; INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD, UNLESS OTHERWISE SPECIFIED. 1. ALL DIMENSIONS TO BE TAKEN FROM BACK OF CURB.. CONTRACTOR SHALL LAYOUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN. 3. 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 ALL PUBLIC OR PRIVATE UTILITIES.. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIING TIME. 5. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. 6. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE. 7. 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. 8. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 9. 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 SAME MULCH BED. 31. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING TREE AREAS. 3. TREES SHALL BE LOCATED A MINIMUM OF 3' - ' FROM WALLS AND WALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER 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. SHRUBS PLANTED NEAR H.V.A.C. UNITS TO BE LOCATED SO THAT SHRUBS AT MATURITY WILL MAINTAIN 1' AIRSPACE BETWEEN UNIT AND PLANT. 3. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING 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 THE DURATION 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 1" DOWN SIDE OF ROOT BALL AND REMOVED FROM PROJECT SITE. 0. SHRUBS, BULBS AND GROUND COVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON PLANTING PLANS. 1. 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 INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE INFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.. CONTRACTOR SHALL INSPECT ALL BULBS AND BRING ANY DAMAGED MATERIAL TO THE ATTENTION OF THE OWNER PRIOR TO PLANTING. 3. 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.. 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. 5. 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. 6. 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 EVERY MONTH DURING THE CONTRACT PERIOD. 7. 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 AITIVES ARE REQUIRED. 8. THE INTENT OF THE PROJECT IS TO HAVE NATURAL DRIFTS OF BULBS/PERENNIALS IN PLANTING. KEEP SWEEPS OF SIMILAR BULBS/PERENNIALS IN SEPARATE GROUPS. 9. CONTRACTOR SHALL BE RESPONSIBLE TO RE-GRADE, HYDRO-SEED, STRAW MULCH, AND TACK ALL LAWN AREAS DISTURBED AS THE RESULT OF HIS WORK. 50. ALL EXISTING SOIL TO BE REMOVED FROM PERENNIAL BEDS TO A DEPTH OF 1" 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 ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING RECOMMENDED PLANTING SEASON. 5. THE SPECIFICATIONS FOR ALL WORK INCLUDED IN THIS CONTRACT SHALL BE LANDSCAPE SPECIFICATIONS GUIDELINES FOR BALTIMORE-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 FOR PLANTING ALONG VIRGINIA'S ROADWAYS." 5. ANY PLANTING WHICH IS SHOWN ADJACENT TO CONDENSER UNITS SHALL BE PLANTED AS REQUIRED TO SCREEN THE UNITS. SHOULD THE CONDENSER UNITS BE INSTALLED IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE PLAN IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL THE MATERIALS AROUND THE CONDENSERS AND TO ADJUST OTHER ADJACENT PLANTING ACCORDINGLY. Scale: L.01 TREE GUYING PLANTING - SPECIMEN TREE 1/" = 1'-0" SECTION Scale: 1 L.01 TREE PLANTING 1/" = 1'-0" SECTION Scale: 3 L.01 TREE GUYING PLANTING - MULTI-STEMMED 1/" = 1'-0" SECTION Scale: 6 L.01 SHRUB PLANTING 1 1/" = 1'-0" SECTION Scale: L.01 PLANTING BED EDGE 1/" = 1'-0" SECTION Scale: 5 L.01 ANNUAL & PERENNIAL PLANTING 1" = 1'-0" SECTION Scale: 7 L.01 TRIANGULAR SPACING FOR SHRUBS - GROUND COVERS - BULBS AND PERENNIALS 1" = 1'-0" SECTION