Attachment 4 - Drawings 03 Landscape Arch.pdf

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L1.1

L1.1

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L1.1

69 PARKING SPACES

DUMPSTER ENCLOSURE

UTILITY YARD

PET AREA

5'-0" 5'- 0"

24'-0"

'-0

'-0

45'-11 2"

6'- 0"

6'-8"

5'-1"

PLANT BED

PLANT

BED

8'-0" 12'-0"

3'-0" TYP.

6'- 0"

BICYCLE HOOP

47'-61 2"

CONTROL

JOINT, TYP.

EXPANSION

JOINT, TYP.

6'-0"

R50'-0"

R5'-0"

5'-10"24'-0"

56'-2"

25'-10"

5'- 0"

R1 0'-

0"

R1 5'-

0"5'- 0"

8'- 0"

R55'-0"

L1.1

PLANTER (TYP.)

PLANT BED

CHAIR

TYP.

5'-0"

BENCH

TYP.

TRASH

RECEPTACLE,

(TYP.)

L1.1

FLUSH CURB,

TYP.

PRE-CAST

CONCRETE

PARKING CURB,

TYP.

TENSILE STRUCTURE; SEE

ARCH DRAWINGS FOR LAYOUT;

SEE STRUCTURAL DRAWINGS

FOR FOUNDATION

CONCRETE

SIDEWALK

8'-10"

R5'-0"

5'-0"

6'- 0"

5'- 0"

10'-2"

L1.1

ALTERNATE

TERRAIN

AREA, TYP.

R363'-0"

32'-0"

'-0

BACKFLOW

PREVENTER

SLAB

R1 8'-

0"

FLAG POLE

6'-0"

R22'-0"

6'- 0"

'-2

3 4"

8'- 0"

'-0

8" DIA. HDPE DRAIN PIPE; CONNECT

TO 15" HDPE WITH WYE

38'-0"

15'-0"

22'-21 2"

CONSTRUCT SWALE

1.5

SL

OP

E

1.5%SLOPE

1.5

SL

OP

E

L1.1

CENTER WALK ON

DOUBLE DOORS

4'-

0" CL

L1.1

SCULPTURE

FOUNDATION

'-6

16'-0"

MOTORCYCLE PARKING

REFER TO CIVIL

ENGINEERING

DRAWINGS FOR

PARKING LOT

INFORMATION

PET AREA FENCE1

L1.2

7'- 01 4"

'-1

13 4"

ALIGN W/

SIDEWALK

EDGE

CENTER ON

DOORS

GATE, SEE

NOTES AT

L1.2

REFER TO CIVIL ENGINEERING DRAWINGS

FOR ENTRY DRIVE INFORMATION

6'- 0"

8" DIA. HDPE DRAIN PIPE

'-0

EXPANSION

JOINT, TYP.

L1.1

UNLESS NOTED OTHERWISE

WITH SPOT ELEVATION, SET

SIDEWALK EDGE 0.09'

HIGHER THAN TOP OF CURB

GRADE

MATCH EXISTING

SIDEWALK AND GRADE

1.5%

SLOPE

UNLESS NOTED OTHERWISE WITH SPOT

ELEVATION, SET SIDEWALK EDGE 0.09'

HIGHER THAN TOP OF CURB GRADE

GRADE AREA

UNIFORMLY TO

DRAIN INLET S-26

GRADE AREA

UNIFORMLY TO

DRAIN INLET S-25

GRADE AREA UNIFORMLY TO DRAIN INLET S-27

KNOX BOX PEDESTAL FOUNDATION

L1.2

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard

Rockville, Maryland 20852

301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P l o t

D a t e

EGLIN AIR FORCE BASE

ASH DR, EGLIN AIR FORCE BASE

FLORIDA

32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street

Suite 100

Des Moines, Iowa 50322

515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street

Pensacola, Florida 32502

850.438.9661

Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100

Washington, D.C. 20006

202.842.2100

P

M

10822.000

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

11.08.2018

08.17.2018

CONTRACT DOCUMENTS 01.04.2019

1" = 20'-0"

LAYOUT, MATERIALS,

AND GRADING PLAN

L1.0

4" 4"

8"

FINISH GRADE

AGGREGATE BASE

COMPACTED

SUBGRADE

THICKENED SLAB AT PERIMETER

CONCRETE PAVEMENT

1/2"

JOINT MATERIAL

JOINT SEALANT

FOAM

EXPANSION

TOP OF PAVEMENT

BACKER ROD

NOTE: BACKER ROD AND

SEALANT PER MFGR'S

RECOMMENDATIONS

CONCRETE PAVEMENT

1/4"1/4 DEPTH OF

PAVEMENT

(MIN. 1")

SAWCUT 45 DEG. CHAMFER

LIGHT BROOM FINISH PERPENDICULAR

TO DIRECTION OF TRAVEL

SAW CUT CONTROL JOINT

NOTES:

1. CONTROL JOINTS MAY BE FORMED BY SAWING AS SOON AS THE CONCRETE HAS

HARDENED SUFFICIENTLY ENOUGH TO PREVENT RAVELING OF THE CONCRETE AT

THE EDGES.

2. CONTROL JOINTS SHALL BE CUT WITHIN 12 HOURS OF THE CONCRETE PLACEMENT.

CONCRETE PLACED AT THE END OF THE DAY SHALL BE CUT IMMEDIATELY THE

FOLLOWING MORNING.

M

I N

4" 4"

CONCRETE FOOTING

SUBGRADE

COMPACTED AGGREGATE

CONCRETE SIDEWALK

8"Ø CAST-IN-PLACE

BLACK VINYL COATED

GALVANIZED STEEL; 2 3/8"

O.D. SCHEDULE 40 PIPE

3/8" x 6" STEEL ANCHOR RODS

EXPANSION JOINT

ALUMINUM BAR GRATING

4 " D. x 3'-111

4" L. PANELS

15-SGI-4 AS MANUFACTURED

BY DIRECT METALS, OR APPROVED EQUAL;

SEE SECTION AT ANCHOR BLOCK

2" DEEP PLAY SAND OR STONE

24" SQUARE OF FILTER FABRIC

CENTERED OVER DRAIN6" DIA RISER PIPE

8" DIA DRAIN; CONNECT

VERTICAL PIPE TO

HORIZONTAL PIPE WITH

45° BENDS AT UPSTREAM

DRAIN AND TEE AT IN-LINE

DRAIN

6" DROP IN GRATE

4" CONCRETE WALK

1 2

1 2

6"

4'-0"

3'-8"

2"

2"

1 2

AGGREGATE

FILTER FABRIC

1'-11

" 1'-11

" 1'-11

" 1'-11

8'-0"

SLOPE CONCRETESLOPE CONCRETE

ALUMINUM GRATE PANEL WIDTH

BE

AR

IN

G

BA

R

DI

RE

CT

IO

N

3" DRAIN

CONCRETE

WALK

CONCRETE

WALK

ALUMINUM ANCHOR BLOCKS

FOR BAR GRATING AS SUPPLIED

BY GRATING MANUFACTURER.

2 PER PANEL PER SIDE, PLACED

AT GRATE PANEL 14 POINTS

2"x11 2"x1

4" 6061T6 ALUMINUM PERIMETER

SEAT ANGLE WITH 3 8"x3" LONG ANCHORS

@ 18" O.C. TYP.

NOTE:

RISER PIPE AND DRAIN PIPE TO BE

SINGLE WALL CORRUGATED HDPE

SOLID WALL TUBING.

PLAN

SECTION A-A

WASHED PEA STONE

A

A

NOTE:

ONE TERRAIN AREA TO HAVE PLAY SAND SURFACE

ONE TERRAIN AREA TO HAVE WASHED STONE SURFACE

WASHED STONE GRADATION TO BE 11

2" TO 3 4".

L2" x 11 2" x 14" PERIMETER

ALUMINUM SEAT ANGLE

LONG LEG HORIZONTAL

MITER CORNERS

2"x11 2"x1

4" ALUMINUM

SEAT ANGLE

CONCRETE

ALUMINUM BAR GRATE

ALUMINUM ANCHOR BLOCK

ALUMINUM THREADED INSERT

STAINLESS STEEL BOLT WITH WASHER

4 x 20 UNC x 11

4" LONG (NOTE 2)

NOTES:

1. ALUMINUM ANCHOR BLOCK INSTALLED BY GRATING

MANUFACTURER.

2. COORDINATE BOLT AND THREADED INSERT SIZE WITH

ANCHOR BLOCK.

3. THREADED INSERT TO HAVE KNURLED EXTERIOR

SURFACE.

4. SUPPLY PLASTIC REMOVABLE PLUGS FOR INSERTS.

COLOR TO BE SILVER.

5. FIELD LOCATE, DRILL AND PLACE THREADED

INSERTS. EPOXY THREADED INSERTS INTO CONCRETE.

SECTION AT ANCHOR BLOCK

TOP OF SAND OR STONE

3"x3

8" ANCHOR

SITE DETAILS

AS NOTED

L1.1

SECTION 1"=1'-0" SECTION NTS SECTION NTS

SECTION NTS SECTION NTS

SECTION SCALE: 1" = 1'-0"

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard

Rockville, Maryland 20852

301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P l o t

D a t e

EGLIN AIR FORCE BASE

ASH DR, EGLIN AIR FORCE BASE

FLORIDA

32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street

Suite 100

Des Moines, Iowa 50322

515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street

Pensacola, Florida 32502

850.438.9661

Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100

Washington, D.C. 20006

202.842.2100

P

M

10822.000

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

11.08.2018

08.17.2018

CONTRACT DOCUMENTS 01.04.2019

SCALE: AS NOTED

2"

2" NOM.

3'- 6"

H

EI

GH

T

" M

IN

FO

OT

IN

G

DE

PT

H

8"

2" MONTAGE PLUS RAILS

POST 21

2" SQ. X 16GA

4" SQ. 18GA PICKET

3" NOM. TYP.

8' O.C. NOM.

NOTES:

1. FENCE TO TO AMERISTAR MONTAGE PLUS 3 RAIL,

FLUSH BOTTOM, 3" AIR GAP OR APPROVED EQUAL.

2. GATE TO BE MATCHING SINGLE SWING, 4' OPENING

WITH LATCH.

3. RAKE FENCE WITH GRADES SHOWN ON DRAWING L1.0.

4. INSTALL FENCE AND GATE PER MANUFACTURER'S

INSTRUCTIONS.

4" M

IN

FLUSH BOTTOM

10"

CONCRETE FOOTING

FINISH GRADE

SLOPE TOP OF CONCRETE

FOOTING 14" TO DRAIN

AWAY FROM POSTS

14"

3"

12" X 12" KNOX BOX PEDESTAL

CAST-IN-PLACE CONCRETE,

4,000 PSI

2" CHAMFER, ALL SIDES

SMOOTH FINISH ON

EXPOSED SURFACES

MANUFACTURER'S

MOUNTING BRACKET

4 #4 VERTICAL REBAR

3 #4 HORIZONTAL REBAR TIES

SET SCREWS PER

MANUFACTURER

2" DIA. SS MASONRY

EXPANSION ANCHORS,

MIN. EMBEDMENT 1-1/4",

QTY. PER MANUFACTURER

FINISH GRADE

SITE DETAILS

AS NOTED

L1.2

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard

Rockville, Maryland 20852

301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P l o t

D a t e

EGLIN AIR FORCE BASE

ASH DR, EGLIN AIR FORCE BASE

FLORIDA

32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street

Suite 100

Des Moines, Iowa 50322

515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street

Pensacola, Florida 32502

850.438.9661

Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100

Washington, D.C. 20006

202.842.2100

P

M

10822.000

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

11.08.2018

08.17.2018

CONTRACT DOCUMENTS 01.04.2019

SCALE: 1"=1'-0" SCALE: 1-1/2"=1'-0"

O N

L Y

51 50

48.5

48.5

X X

X

X X

X

X

G

F

W

T

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P

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P

P

T

TREES

MG 5 LAGERSTROEMIA INDICA 'MUSKOGEE' MUSKOGEE CREPE MYRTLE CONT. 3" CAL. MATCHED SPECIMENS

SHRUBS

JCP 234 JUNIPERUS CONFERTA 'PACIFIC BLUE' PACIFIC SHORES JUNIPER CONT. 24" SP. FULL, UNSHEARED; 36" O.C.

LJ 29 LIGUSTRUM JAPONICUM 'TEXANUM' TEXAS WAXLEAF PRIVET #5 CONT. 1 GAL. WELL BRANCHED, FULL, MIN. 5 CANES

PERENNIALS, ORNAMENTAL GRASSES AND GROUNDCOVERS

DC 990 DELOSPERA COOPERI HARDY ICE PLANT CONT. 1 GAL. WELL ROOTED, 18" O.C.

LC 1403 LANTANA X 'CHAPEL HILL' CHAPEL HILL YELLOW LANTANA CONT. 1 GAL. FULL SPECIMEN; WELL-ROOTED; 24" O.C

LS 617 LIRIOPE SPICATA CREEPING LIRIOPE CONT. 1 GAL. FULL SPECIMEN; WELL-ROOTED; 18" O.C

HR 687 HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYLILLY CONT. 1 GAL. FULL, WELL-ROOTED 5 FANS MIN. 18" O.C

HR

HR

JCP

LS

DC

LC

LJ

LC

LM

HR

LC

LS

JCP

JCP

SHADE

TREE 1

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

VEGETABLE

GARDEN

JCP

DC

LC

LC

LC

LC

JCP

DC

HR

LS

LC

LS

SHADE

TREE

SHADE

TREE 8

SHADE

TREE

LARGE

BORDER

SHRUB

MEDIUM

BORDER

SHRUB

JCP

DC

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN SPACING IN THIS BED LESS

THAN 36" O.C.; SPACE EQUALLY

SHADE

TREE 1

SPACING IN

THIS BED LESS

THAN 36" O.C.;

SPACE EQUALLY

L2.0

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard

Rockville, Maryland 20852

301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P l o t

D a t e

EGLIN AIR FORCE BASE

ASH DR, EGLIN AIR FORCE BASE

FLORIDA

32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street

Suite 100

Des Moines, Iowa 50322

515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street

Pensacola, Florida 32502

850.438.9661

Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100

Washington, D.C. 20006

202.842.2100

P

M

10822.000

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

11.08.2018

08.17.2018

CONTRACT DOCUMENTS 01.04.2019

1" = 20'-0"

PLANTING PLAN

NOTES:

1. PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION AND TAKE RESPONSIBILITY FOR DAMAGES TO SUCH UTILITIES CAUSED AS A

RESULT OF CONSTRUCTION.

2. TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION, INCLUDING DAMAGES TO UTILITIES, WALKS, WALLS, DRIVES, CURBS, ETC.

3. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS.

4. INDEPENDENT OF NUMERIC QUANTITIES ON DRAWINGS OR IN THE PLANT SCHEDULE, DETERMINE THE PLANT MATERIAL QUANTITIES REQUIRED BY THE PLANS. SPACE PLANT MATERIALS AS SHOWN ON PLANS AND INDICATED IN PLANT

SCHEDULE. PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES AND SIZES SHALL BE THE MINIMUM INDICATED ON THE PLANT SCHEDULE OR LARGER. INSTALLATION OF LARGER PLANTS AT NO ADDITIONAL COST TO OWNER. ALL MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ANLA “STANDARDS FOR NURSERY STOCK”.

5. PRIOR TO INSTALLATION, DEMARCATE LAYOUT OF ALL PLANTING BEDS, SEED AREAS, AND INDIVIDUAL TREES FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. INCLUDE PERENNIAL GROUPINGS BY SPECIES FOR INTERNAL BED LAYOUTS. FLAGGING, STAKES, OR PAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS. THE OWNER'S REPRESENTATIVE WILL REVIEW THESE LOCATIONS WITH THE CONTRACTOR AND MAY MAKE MINOR ADJUSTMENTS AS NECESSARY. SUCH ADJUSTMENTS WILL BE AT NO ADDITIONAL COST TO THE OWNER.

6. SEEDING APPLIES TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES EVEN IF ACTIVITIES EXTEND BEYOND THE APPROXIMATED WORK LIMITS INDICATED ON THE DRAWINGS (REFER TO CIVIL ENGINEERING DRAWINGS FOR WORK LIMITS). REPAIR ANY DISTURBED AREAS TO THE SAME CONDITION AS ORIGINALLY FOUND AND TO THE OWNER'S SATISFACTION. IN AREAS WHERE LAWN IS DISTURBED BEYOND THE LIMITS OF CONSTRUCTION, REPLACE LAWN WITH NEW LAWN SEED (INCLUDING TOPSOIL, SEED AND MULCH) AT NO ADDITIONAL COST TO THE OWNER. REFER TO SPECIFICATIONS FOR SEED MIXES.

7. THROUGHOUT WARRANTY PERIOD, IF A TEMPORARY IRRIGATION SYSTEM IS NOT USED OR TREES ARE PLANTED BEYOND THE AREA WHERE SUCH A SYSTEM IS INSTALLED, UTILIZE HORTICULTURAL TREE WATERING BAGS FOR TREES.

REPLENISH TREE WATERING BAGS REGULARLY SO THAT NONE REMAIN WITHOUT WATER FOR MORE THAN 24 HOURS.

8. MINIMIZE CULTIVATION WITHIN THE DRIP LINES OF EXISTING TREES. PREPARE SOIL FOR SEEDING BY MINIMIZING DISTURBANCE TO 4-INCH DEPTH. HAND CULTIVATE WHEN ENCOUNTERING ROOTS. NO HEAVY EQUIPMENT ALLOWED

WITHIN DRIP LINE OF EXISTING TREES.

9. SHOVEL-CUT PLANTING BED EDGES UNLESS LABELED OTHERWISE.

10. MULCH PLANTING BEDS PER SPECIFICATIONS. KEEP MULCH 4 INCHES FROM TREE TRUNKS AND SHRUB CROWNS.

11. CONTACT UNDERGROUND UTILITIES LOCATION CENTER PRIOR TO INSTALLATION OF PLANT MATERIAL AND, IF USED, TEMPORARY IRRIGATION SYSTEM.

12. LEGALLY DISPOSE OF DEBRIS ASSOCIATED WITH PLANTING OFF-SITE.

1'- 0"

M

IN

SPACING AS SHOWN ON PLANS

NOTES:

REMOVE BURLAP FROM TOP 1/3 OF BALL,

OR, WITH CONTAINER PLANTS, REMOVE

POTS AND SEPERATE POT BOUND ROOTS

AS SPECIFIED.

DO NOT PRUNE EVERGREEN SHRUB

EXCEPT TO REMOVE DEAD OR BROKEN

BRANCHES

NOTE TO SPECIFIER: THIS DETAIL SHOULD NOT BE USED WITH THE SHRUB BED PLANTING DETAIL AND IS

TYPICALLY USED WHEN SITE SOILS ARE ADEQUATE OR PLANTS ARE SPACED > 6' O.C.

IF MULCH SAUCERS ARE NOT EXTENDED TO PRIMETER OF MULCH BED - SHRUBS 36"

DIAMETER MULCH RING ON THE DETAIL

AND ON PLANT LIST

SET CROWN OF BALL

AT FINISHED GRADE

2" DEEP COMPACTED

BARK MULCH. LIMITS SHALL

BE AS SHOWN ON PLANS

BARE ROOT OR

CONTAINER SHRUBS

COMPACTED PLANTING BACKFILL

LEVELING COURSE. DEPTH AS

REQUIRED

SUBGRADE

BALLED AND BURLAPPED

SHRUBS

PLANTING BACKFILL

AS SPECIFIED.

SCARIFY SIDES OF

PLANT PIT.

12" MIN.

STAKE TREE ABOVE FIRST

BRANCHES, MIN. 12 UP TREE.

SET STAKES VERTICAL AND

AT THE SAME HEIGHT.

· UP TO 6' TALL

· 6'-12' TALL

· > 12' TALL

· 4' DIA.

· 5' DIA.

· 5' DIA.

SIZE MULCH SAUCER DIMENSION (NON-BED AREAS)

SCHEDULES

NOTES:

STAKE 3 LARGEST STEMS, IF TREE HAS

MORE THAN 3 LEADERS

· DOUBLE STAKE

· TRIPLE STAKE

· TRIPLE STAKE

STAKING / GUYING

REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL

2" DEEP MULCH. DO NOT

COVER ROOT COLLAR

MOUND PLANTING BACKFILL

TO FORM SAUCER AROUND

PLANT PIT

PLANTING BACKFILL

COMPACTED PLANTING BACKFILL

STAKES TO EXTEND 12"

BELOW TREE PIT IN

UNDISTURBED GROUND

DOWNHILL SLOPE

OR

PREVAILING WIND

PLAN

3 STAKES PER TREE MAX.

NOTE TO SPECIFIER:

USE THIS DETAIL WHEN SPECIFYING MULTI-STEM TREES

D=DIMENSION OF PLANT SPACING (SHRUB, GROUNDCOVER OR PERENNIAL)

AS INDICATED ON PLANS.

NOTE TO SPECIFIER:

· IN NARROW BEDS OR WHERE RECTANGULAR BEDS ARE SHOWN W/OUT

INDIVIDUAL PLANT SYMBOLS - SPECIFY THE # OF ROWS ON THE PLANS.

· THIS DETAIL SHOULD BE USED ON ALL PLANT DETAIL SHEETS WHERE

SHRUBS, PERENNIALS & GROUNDCOVER ARE SPECIFIED.

"D"

"D" "D"

NOTE:

CONTAINER PLANTS: REMOVE POTS AND

SEPERATE POT BOUND ROOTS AS

SPECIFIED.

2" DEEP COMPOSTED

BARK MULCH

NOTE TO SPECIFIER:

· DEPTH OF PLANTING BACKFILL MUST BE CONFIRMED AND LIMITS OF BED SHOWN ON THE PLANS AND

LABELED ACCORDINGLY.

· VERIFY SUBSOIL CONDITIONS - BED UNDER DRAINAGE SHOULD BE CONSIDERED IF DRAINAGE IS POOR.

SPACING AS SHOWN

PLANTING BACKFILL

AS SPECIFIED

SUBGRADE

ON PLANS AND ON

PLANT LIST

1'- 0"

M

IN

SECTION

ELEVATION

NOTE TO SPECIFIER:

· REVIEW WITH CLIENT THE COLOR & TYPE OF EDGING TO BE USED

· EDGING NEEDS TO BE SPECIFIED UNDER SECTION 02930 , AND IS CURRENTLY AND INCORRECTLY SPECIFIED

UNDER SECTION 02870 - SITE FURNISHINGS

· THE TERM METAL IS GENERIC FOR STEEL OR ALUMINUM. SPECIFY THE DESIRED FINISH, COLOR, MATERIAL, THICKNESS AND HEIGHT.

FLUSH OVERLAP JOINT ASSEMBLY

METAL EDGING AS SPECIFIED

VA

RI

ES

PUNCHED SLOTS

METAL STAKES

GROUNDCOVER

FINISHED GRADE

LAWN OR STONE MULCH

METAL EDGING

PLANTING BACKFILL

AS SPECIFIED

SUBGRADE

METAL STAKES - SET

ON INSIDE EDGE OF

PLANT BED

2" DEEP MULCH TO

BE FLUSH WITH TOP

OF EDGING

1" MAX.

18"

TOPSOIL

SUBGRADE

STAKES

BUILDING FACE

LAWN

METAL EDGING

FILTER FABRIC

4"

FINISHED GRADE

MULCH

SECTION NTS SECTION NTS SECTION NTS SECTION NTS

SECTION 1/4" = 1'-0" SECTION NTS

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard

Rockville, Maryland 20852

301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P l o t

D a t e

EGLIN AIR FORCE BASE

ASH DR, EGLIN AIR FORCE BASE

FLORIDA

32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street

Suite 100

Des Moines, Iowa 50322

515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street

Pensacola, Florida 32502

850.438.9661

Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100

Washington, D.C. 20006

202.842.2100

P

M

10822.000

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

11.08.2018

08.17.2018

CONTRACT DOCUMENTS 01.04.2019

SCALE:

AS NOTED

PLANTING DETAILS

L2.1