1. Presentation

2. Layout

3. Grading

4. Drainage

5. Lighting

6. Planting

7. Irrigation

JTM

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

WALKING TRAIL

WALKING TRAIL

LAP POOL

AQUAJOG

POOL

KID

POOL

ENTRY

SERVICE

AREA

MEETING

AREA

WATER

RETENTION

WATER

RETENTION

PARKING

ENTRANCE

FROM

BULL LEA ROAD

KID SAND

OVERLOOK

STEPS

RAMP

WATERWALL

REFLECTING

POOL

SEATING

REST

ROOMS

CENTRAL

VIEWING AREA

OVERLOOK

OVERLOOK

OVERLOOK

FENCE

FENCE

FENCE

SEAT

WALL

SEATWALL

SEATWALL

LAWN

VIEWING

AREA

WILDFLOWER

WILDFLOWER

WILDFLOWER

WILDFLOWER

SEATWALL

ENTRY

WALK

EXISTING WALK

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

D

S

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

3

0

'-0

"

6

8

'-0

"

8

'-0

"

2

0

'-0

"

8

'-0

"

2

0

'-0

"

8

'-0

"

2

0

'-0

"

C

L

B

a

s

e

A

B

a

s

e

B

70°0'

103'-4"

2

0

3

'8

" to

b

u

ild

in

g

e

n

tra

n

c

e

F

O

W

S-67°22'42"-E 265.8'

S

-9

°4

6

'1

7

"-W

3

7

8

.5

'

S-22°37'22"-W 149.2'

N-67°22'42"-W 390.3'

C

L

4

°

0

'

4

°0

'

R3'-0"

R8'-2"

7

0

°

0

'

15°0'

7°20'

R20'-0"

R100'-0"

R

1

0

7

'

-

3

"

R13'-6"

R30'-6"

1

3

'-6

"4'-9"

1

8

6

°

0

'

8'-0"

3'-2"

3

7

°

0

'

7

'-8

"

7

'-8

"

R43'-6"

R80'-0"

POB

R30'-6"

3'-2"

3

0

'

-

0

"

1

1

'

-

6

"

3'-6"

R8'-5"

2

7

'-0

"

5

'-0

"

3

0

'-0

"

1'-6"

1'-0"

C

L

F

O

W

Centerline of entry drive originates at

centerpoint of existing roadway arc and hits

perpendicular to ROW

10'-0"

typ

10 20 40

SCALE: 1"=20'-0"

N

50

R

O

W

82°30'

1

7

'-0

"

R15'-0"

R38'-0"

R46'-0"

R66'-0"

R30'-0"

8

'-0

"

40°0'

8

'-0

"

8

'-0

"

10°0'

10°0'

1

5

°

0

'

2

0

°

0

'

1

5

°

0

'

10°0'

10°0'

8

'-0

"

5

°0

'

65'-0"

8'-0"

R

6

6

'

-

0

"

8

'-

0

"

2

'-

6

"

R85'-0"

1

0

2

°

4

'

11'-0"

11'-0"

R32'-0"

R72'-0"

R50'-0"

9

2

'-0

"

1

8

'-0

"

28°0'

43°0'

50°0'

6

6

'-0

"

1

2

'-0

"

8

'-0

"

8

'-0

"

8

'-0

"

8

'-0

"

8

'-0

"

P

o

in

t A

P

o

in

t B

8

'-0

"

4

'-0

"

C

L

3'-0"

4'-6"

S-69°5'44"-E

4'-0"

4

'-0

"

10°0'

10°0'

5°0'

R

1

5

'-

0

"

R40'-0"

6'-0"

4'-0"

1

0

°

0

'

5

°

0

'

8'-0"

Lap Pool: 84'-0" x 166'-0" (50m x 100m)

6

'-6

"

R9'-0"

R

1

5

'

-

0

"

4'-0"

4'-0"

9'-6"

R143'-6"

R183'-6"

2

0

°

0

'

Tie perpendicular

to existing walk

C

L

C

L

Tie perpendicular

to property line

Tie perpendicular

to property line

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

DS

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

NOTES:

Abbreviations:POB = Point of Beginning

FOW = Face of Wall

ROW = Right of Way

CL = Centerline

Notations:Existing conditions are derived from a plan by PEH

Engineers, 620 Euclid Avenue, Lexington,

KY 40504, dated June 1993 and numbered

sheet 2 of 8.

For dimensions of building see detail #24 or

architectural drawings.

Contractor shall verify all dimensions on the ground.

Any discrepancies must be reported

immediately to the Landscape Architect for

decision.

The exact layout of the walking trail shall be

determined on the ground by the Landscape

Architect.

Do not scale from drawing.

All angles are 90° unless otherwise noted.

Fence continues, ofsett 6" from property lines,

connecting the northeast portion clockwise

with the southwest portion.

Bollards in parking lot (without dimensions) shall be

centered on each space, including the (2)

handicap accessible spaces.

All pool coping is 1 foot wide

Offset Lap Pool 8' from Base A and 66' from Point B

(as per given dimensions).

For detail of (3) parking lot planters see detail #12.

For detail of fence see detail #13.

Typical fence segment (post center point to post

center point) is 10'.

PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

960

961

962

963

964

965

966966

965

964

963

962

961

960

959

958

957

959

959

960

961

962

963

964

965

956

FFE

64.7

DI + 64.3

+ 63.3

+ 62.6

+ BS 62.7

DI + 62.5

TS 64.2 +

62.6 +

62.6

+

62.6

+

+ 62.6

DI

+

62.4

DI

+

62.4

BW 62.5 +

BW 62.5 +

DI

+

62.5

+ 62.6

+ BW 62.6

+ BW 62.6

63.3

+

62.6

+

64.3 +

64.3 +

+ 64.1

+ 64.1

64.1 +

64.1 +

DI

+

63.9

+ 64.2

64.2

+

62.5 +

62.5 +

62.5

+

64.4 +

DI

+

64.3

64.4 +

+ 64.4

+ 64.4

+ TW

65.8

+ 62.6

BW 62.6 +

+ 64.7

+ 64.6

BW 64.4 +

+ 64.7

DI

+

64.5

+ 64.6

64.6 +

64.6 +

64.6 +

+ 64.6

+ 64.6

DI

+

64.5

+ 64.6

64.6 +

PE

64.1

PE

61.9

PE

63.6

DI + 64.3

62.6 +

+ DI 64.2

+ DI 64.2

+ TW 65.8

+ TW 65.8

+ 64.3

DI 64.3 +

+ TW 65.8

+ TW 67.3

+

TW

65.8

HP

+

64.4

64.7 +

+ LP 63.7

BC 62.9 +

BC

63.5

+

64.3 +

64.1 +

+

64.1

TW 64.1

+

PE

61.5

+

62.6

+ TW

67.3

+ TW

67.3

TW

+

65.8

+ TW 65.8

LP

+

58.4

LP

+

60.6

LP

+

59.7

LP

+

60.6

LP

+

54.6

LP

+

58.6

LP

+

59.7

HP

+

60.3

HP

+

68.3

HP

+

68.3

HP

+

67.3

HP

+

68.3

HP

+

70.2

HP

+

69.5

LP

+

60.5

LP

+

55.6

HP

+

59.3

HP

+

60.4

LP

+

56.4

LP

+

51.4

HP

+

59.4

LP

+

57.6

LP

+

59.6

HP

+

67.2

LP

+

62.6

HP

+

68.3

HP

+

69.3

HP

+

64.3

HP

+

65.3

LP + 62.7

HP

+

68.3

HP

+

65.3

HP

+

63.3

HP

+

62.3

HP + 61.3

+ TW 65.8

+ TW 66.1

+ TW 68.6

+ TW 68.6

+ TW 65.5

+ TW

65.8

+ TW

65.8

TW 65.8 +

TW 65.8 +

+ TW 65.8

+

TW

64.1

TW 65.8 +

+ TW

65.8

TW 64.1 +

TW 64.8 +

TW 64.1 +

TW 65.8 +

TW 65.8 +

TW 64.8

+

TW 64.1

+

+ TW 64.1

TW +

64.1

64.4

+

TW +

67.3

65

64

63

62

61

62

63

64

64

64

64

64

64.2

+

+ TW 65.8

+

TW 65.8

TW 64.1

+

65

64

63

62

61

60

59

59

60

61

62

63

64

65

66

66

65

64

63

62

61

60

59

58

+ TW 58.4

+ TW 58.8

TW + 57.6

TW + 60.2

65

64

63

62

61

60

59

58

57

62

63

64

+ TW 64.1

LP + 64.6

HP

+

69.1

HP

+

69.2

+ TW 65.8

+ TW 66.8

+ BF 64.6

+ BF 64.6

BF 64.6 +

BF 64.6 +

BF 64.5 +

+ BF

64.5

+ BF 64.3

+

BF

64.4

+

BF

64.0

+

BF

63.5

BF 64.0 +

BF

61.9

+

+ BF 61.9

+ BF 61.9

+

BF

63.5

BF

64.0

+

+ BF 64.6

BF

64.8

+

+ BF 64.8

+

BF

64.7

+ TC 63.5

+ TC 64.5

+ TC 64.0

TC 64.5 +

HP

+

57.3

HP

+

57.3

64

67

67

60

UTILITY EASEMENT

NOTES:

Abbreviations:FFE = Finish Floor Elevation

TC = Top of Curb

BC = Bottom of Curb

TW = Top of Wall

BW = Bottom of Wall

BF = Bottom of Fence

TS = Top of Step

BS = Bottom of Step

HP = High Point

LP = Low Point

DI = Drain Inlet

Notations:All curbs to be 6" unless otherwise noted.

Refer to "Kentucky Best Management Practices" for

construction activities manual.

All silt control devices are to be installed before any

site clearance or excavation has begun, and

shall be maintained until construction is

complete, and turf has been established.

All soil stockpiles, if left for more than 14 days, shall

be contained within a silt fence and

temporarily seeded to prevent erosion

No mud shall be tracked onto public roadways; if so, it

shall be removed.

All storm sewer inlets shall be protected from silt,

mud, and other debris throughout

construction.

Meet and match elevations of existing pavement.

Notify Landscape Architect immediately or

any discrepancies.

The contractor shall verify that all areas drain,

including paved areas, swales, and proposed

storm systems. Should any area not drain,

the contractor shall notify the Landscape

Architect for resolution.

The contractor shall ensure that a 2 % minimum slope

is maintained on all paved and unpaved

areas.

Finished grade behind seat walls shall be 6" below top

of seat wall, unless otherwise noted.

All landscaped areas to be filled with 12" topsoil

(minimum) and slope to drain.

Refer to specifications for type and illustration of all

storm inlets and pipe.

Use flowable fill over storm pipes when trenching

occurs under wall footings. Flowable fill to

be as wide as wall footer.

The contractor shall not incorporate any excessively

wet or organic material into any fill area.

Prior to installation the contractor is to check and

confirm that all proposed storm system

elevations and slopes will function properly.

All excavation and fill areas shall be stripped of

topsoil, which is to be stockpiled on site and

redistributed to areas that will be reseeded.

Any unstable material encountered during

excavation operations should be removed

and replaced with properly compacted

engineered fill.

See detail #87 for contruction of tiered seating beside

lap pool.

All surface level trench drains are to be flat along their

length and even with pavement.

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

DS

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

960

961

962

963

964

965

966966

965

964

963

962

961

960

959

958

957

959

959

960

961

962

963

964

965

956

FFE

64.7

PE

64.1

PE

61.9

PE

63.6

PE

61.5

65

64

63

62

61

62

63

64

64

64

64

64

65

64

63

62

61

60

59

59

60

61

62

63

64

65

66

66

65

64

63

62

61

60

59

58

65

64

63

62

61

60

59

58

57

62

63

64

67

67

60

RD2

RD1

DI2

RE: 64.3

INV out: 61.0

DI1

RE: 64.4

INV out: 62.4

DI3

RE: 63.4

INV in DI2: 60.9

INV out: 60.8

DI4

RE: 63.2

INV out: 60.8

CB1

RE: 60.5

INV out: 58.6

DI5

RE: 60.6

INV in CB1: 57.6

INV out: 57.5

DI7

RE: 63.7

INV in RD: 61.3

INV in DI6: 61.2

INV out: 60.7

DI6

RE: 63.9

INV out: 62.3

TD1

RE: 64.5

INV out: 63.5

TD2

RE: 64.5

INV out: 63.1

TD3

RE: 62.5

INV out: 61.4

MH1

RE: 64.1

INV in TD1: 62.9

INV in TD2: 63.0

INV in TD3: 61.3

INV out: 60.7

27' - 6" pipe @

slope to drain

50' - 8

" p

ipe @

.01

8

5

'

-

1

2

"

R

C

P

@

.

0

1

2

8

'

-

1

2

"

R

C

P

@

.

0

1

5

60' - 6" pip

e @

.018

4

2

'

-

1

2

"

R

C

P

@

.

0

1

INV daylight: 57.4

INV daylight: 60.3

INV daylight: 60.3

TD5

RE: 64.3

INV out: 62.9

TD4

RE: 62.5

INV out: 61.6

TD6

RE: 64.3

INV out: 63.5

TD7

RE: 64.3

INV out: 63.1

PD 1

RE: 61.6

INV out: 57.6

INV daylight: 62.7

INV daylight: 56.1

INV daylight: 60.3

INV daylight: 63.5

INV daylight: 63.1

DI8

RE: 62.4

INV out: 60.9

DI9

RE: 62.4

INV in DI8: 60.7

INV out: 60.6

CB2

RE: 60.3

INV out: 58.4

CB3

RE: 57.2

INV out: 55.2

CB4

RE: 56.9

INV in CB3: 54.9

INV out: 54.8

INV daylight: 54.3

INV daylight: 58.0

CB3

RE: 64.1

INV out: 62.6

INV daylight: 62.5

CB6

RE: 62.4

INV out: 60.6

INV daylight: 60.0

CB7

RE: 57.6

INV out: 55.9

INV daylight: 55.3

CB8

RE: 59.0

INV out: 57.5

INV daylight: 57.2

3

0

'

-

6

"

p

i

p

e

@

.

0

1

6

" p

e

rf p

ip

e

s

lo

p

e

d

to

d

ra

in

1

4

' - 6

" p

ip

e

@

.0

1

7

0

' - 8

" p

ip

e

@

.0

1

60' - 8" pipe @

.01

20' - 6" pipe @

.01

6

0

'

-

8

"

p

i

p

e

@

.

0

2

5

3

5

' -

6

"

p

ip

e

@

.0

0

9

2

0

' -

6

"

p

ip

e

@

.0

1

5

0

-

1

2

"

p

i

p

e

@

.

0

1

2

7

'

-

1

2

"

p

i

p

e

@

.

0

1

40' - 12" pipe @ .01

8

5

'

-

1

2

"

p

i

p

e

@

.

0

0

5

5

0

'

-

6

"

p

i

p

e

@

.

0

1

2

1' - 6" pipe @ .01

8' - 6" pipe @ .01

CBmainN

RE: 57.1

INV out: 53.4

CONNECT CBmainN TO STORM AND SANITARY

SEWER SYSTEM AS DIRECTED BY THE CIVIL ENGINEER

CBmainS

RE: 54.2

INV out: 50.5

CONNECT CBmainS TO STORM AND SANITARY

SEWER SYSTEM AS DIRECTED BY THE CIVIL ENGINEER

18" rcp @

.01

18" rcp @

.01

INV daylight: 55.8

PD 2

RE: 58.6

INV out: 57.1

PD 4

RE: 62.1

INV out: 60.6

PD 3

RE: 56.9

INV out: 55.4

INV daylight: 54.3

4

0

' - 6

" p

ip

e

@

s

lo

p

e

to

d

ra

in

125' - 6" pipe @ slope to drain

1

2

0

' - 6

" p

ip

e

@

s

lo

p

e

to

d

ra

in

55' - 6" pipe @

.01

12' - 6" pipe @ .01

TD7

RE: 64.3

INV out: 62.8

INV daylight: 60.9

9

0

' - 6

" p

ip

e

@

.0

1

INV daylight: 60.6

INV daylight: 60.6

1

7

' - 8

" p

ip

e

a

t .0

1

2

1

7

' - 8

" p

ip

e

a

t .0

1

2

DETENTION POOL ELEVATION: 57.1

CONTINGENCY ELEVATION: 57.7

DETENTION POOL ELEVATION: 54.2

CONTINGENCY ELEVATION: 54.8

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

D

S

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

Abbreviations:

DI Drain Inlet

MH Man Hole

CB Catch Basin

TD Trench Drain

RD Roof Drain

INV Invert Elevation

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

FFE

64.7

PE

64.1

PE

61.9

PE

63.6

PE

61.5

A

B

C

D

F

G

H

I

J

K

L

N

O

P

M

Q

R

UTILITY EASEMENT

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

D

S

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

LIGHTING SCHEDULE

CIRCUIT KEY # FIXTURES

BULB SIZE

& TYPE

TOTAL LOAD

WATTS

FIXTURE BRAND MOUNTING CONTROL WIRE SIZE

A 4 260w LED 1040w Philips Gardco P32 Pole 32' Photocell #10

B 3 260w LED 780w Philips Gardco P32 Pole 32' Photocell #12

C 5 55w LED 275w Philips Gardco P21 Pole 12' Photocell #14

D 16 30w LED 480w Philips Gardco LED bollard Bollard 3' Photocell #14

F 8 55w LED 440w Philips Gardco P21 Pole 12' Switch #14

G-P 1 (x10) 1000w MH 1000w (x10) Philips Gardco Form 10 Sq HPV Pole 35' Switch #10

Q 44 30w LED 1320w Philips Gardco LED bollard Bollard 3' Switch #10

R 2 55w LED 110w Philips Gardco P21 Pole 12' Switch #14

NOTES:

Call before you dig 811

ISOLINE KEYS: n.t.s.

Philips Gardco LED bollard

Philips Gardco P21

Philips Gardco P32

Philips Gardco Form 10 Sq. HPV

1.5 fc

3.0 fc

2.5 fc

5.0 fc

2.5 fc

5.0 fc

25 fc

50 fc

transformer

MAIN

Wire Size Equation: Circuit A

1040w / 120v = 8.7 amp

8.7 amp x .21194 (#10 wire) = 1.84 volt drop / 100' (2.4v drop allowed)

1.84v x 8.7 amp = 16w

1040w + (16w / 100ft) x 200ft = 1072w (1920w allowed)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

960

961

962

963

964

965

966966

965

964

963

962

961

960

959

958

957

959

959

960

961

962

963

964

965

956

FFE

64.7

PE

64.1

PE

61.9

PE

63.6

PE

61.5

3-GT

1-PA

3-TP

1-PA

1-PA

11-HM

5-TP

5-PA

11-TP 1-TP

5-HM

2-IVf

1-IVm

3-IVf

1-IVf

5-HM

5-PA

5-TP

3-PA

3-HM

1-CC

37-IMf @ 5' oc

5-GB @ 35' oc

3-CC

3-HM

34-IMf @ 5' oc

1-IMm

3-IMm @ 5' oc

3-IMm

@ 5' oc

3-IMm @ 5' oc

3-IMm @ 5' oc

1-IMm

1-IVm

1-IVf

6-IVf

1-IVm

1-IVf

1-IVf

1-IVm

1-IVf

1-IVm

8-IVf

1-IVm

1-IVm

2-IVf

1-IVf

1-IVf

1-IVm

4-IVf

3-IVf

1-QB

4-PA

11-TP

3-IVf

1-IVm

4-IVf

1-HM

4-HM

5-HM

3-IVf

2-IVm

3-TO

7-MV

10-MV

3-MV

3-HM

8-TP

5-CC

1-HM

1-HM

40 IVf

10 IVm

place with approximate

configuation shown 6'-9' oc,

with males placed evenly

throughout and towards

the center of the bed

5-HM

3-TP

3-IVf

1-IVm

3-HM

1-IVm

6-IVf

710(20 flats)-PT

plugs 8" oc

1020(28 flats)-PT

plugs 8" oc

320(9 flats)-PT

plugs 8" oc

3-IVf

650(18)flats-PT

plugs 8" oc

62(2)flats-PT

plugs 8" oc

62(2)flats-PT

plugs 8" oc

260(7)flats-PT

plugs 8" oc

108(3)flats-PT

plugs 8" oc

72(2)flats-PT

plugs 8" oc

0.7 lbs-PM

spread evenly

0.1 lbs-PM

spread evenly

1.2 lbs-PM

spread evenly

1.0 lbs-PM

spread evenly

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

D

S

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

NOTES:

Abbreviations:oc on center

cal caliper

hgt height

B&B balled and burlapped

light locations

Notations:All landscape material shall be approved by the

landscape architect prior to installation.

All plant material and installation procedures shall

conform to the minimum acceptable

standards set by the American Association

of Nurserymen, American Standards for

Nursery Stock, ANSI Z60, 1, 2007.

The contractor shall ascertain the locations of all

underground utilities and assume

responsibility for any damages as a result of

such operation.

It is the contractor's responsibility to confirm all

material quantities. In case of a discrepancy,

the quantities shown on the plan shall take

precedence.

Mulch all landscape beds to a depth of 2 inches.

Planting containers, plastic wrap, and/or wire baskets

shall be removed from the plant prior to

planting.

Pre-emergent herbicide shall be applied to all plant

beds immediately prior to placement of

mulch for weed control.

Caliper measurements for clump and multi-stemmed

trees to be an average of required trunks.

All areas not planted or mulched shall be seeded with a

mixture of Rebel or Falcon Tall Fescue at a

rate of 6 pounds per 1000 square feet.

Mulch seeded area with clean, weed free straw at a rate

of one bale per 1000 square feet.

Street trees shown are existing, and maintained by

LFUCG.

Plant Material Schedule - TreesQty Key Scientific Name Common Name Size Condition Notes

4 : BN Betula nigra 'Heritage Cully' Heritage Cully River Birch 3" cal. B&B 1 stem (single trunk)

45: CC Cercis canadensis Eastern Redbud 2" cal. B&B5: GB Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 3 1/2" cal. B&B3: GT Gleditsia triacanthos var. inermis 'Skyline' Skyline Thornless Honeylocust 3 1/2" cal. B&B

20: MV Magnolia virginiana 'Northern Belle' Northern Belle Sweetbay 8' hgt. #20 Container 3-5 stems20: PA Picea abies Norway Spruce 10' hgt. B&B

5: PO Platanus occidentalis American Sycamore 4" cal. B&B3: QB Quercus bicolor Swamp White Oak 4" cal. B&B

44: TP Thuja plicata 'Spring Grove' Spring Grove W. Arborvitae 8' hgt. B&B

Plant Material Schedule - ShrubsQty Key Scientific Name Common Name Size Condition Notes

50: HM Heptacodium miconioides Seven-son Flower 5' hgt. #5 container98: IVf Ilex verticillata 'Red Sprite' Red Sprite Winterberry Holly 3' hgt. #5 container23: IVm Ilex verticillata 'Jim Dandy' Jim Dandy Winterberry Holly 3' hgt. #5 container male pollinator

71: IMf Ilex x meserveae 'Blue Princess' Blue Princess Holly 3' hgt. #5 container14: IMm Ilex x meserveae 'Blue Prince' Blue Prince Holly 3' hgt. #5 container male pollinator

Plant Material Schedule - GroundcoverQty Key Scientific Name Common Name Size Condition Notes

91: PTPachysandra terminalis 'GreenCarpet' Green Carpet Japanese Spurge 4" hgt. flat/36 space 8" OC

1: PM variousWet Mesic Prairie Mix (SpenceNursery) seed 3 lbs. sac

10 lbs/acrecoverage

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

960

961

962

963

964

965

966966

965

964

963

962

961

960

959

958

957

959

959

960

961

962

963

964

965

956

FFE

64.7

PE

64.1

PE

61.9

PE

63.6

PE

61.5

65

64

63

62

61

62

63

64

64

64

64

64

65

64

63

62

61

60

59

59

60

61

62

63

64

65

66

66

65

64

63

62

61

60

59

58

65

64

63

62

61

60

59

58

57

62

63

64

67

67

60

1" schedule

K copper

1 1/2"

schedule

40 pvc

1 1/2"

schedule

200 pvc

A

C

D

E

XXX

XXX

XXX

S

Y

K

C

U

T

N

E

K

F

O

E

T

A

T

L

A

N

D

S

C

A

P

E A

R

C

H

I

T

E

C

T

N

S

E

D

L

I

C

E

JTM

NOTES:

Call before you dig 811

KEY:

4" conduit

3/4" meter

backflow preventer

main system shutoff valve

drip system shutoff valve

Pressure Calculation:

60 psi at Main

58 psi entering Meter

10 % loss at Meter

52 psi exiting meter

4.83 psi lost/100'

4.83 x 1.55 = 7.5

44.5 psi entering controller

90% of pressure is workable

40 psi working pressure

Irrigation ScheduleKey Irrigation Type Gallons per Hour Run Time

A XBD-80 Xeri-Bug Emitter w/ 1/4" Distribution Tubing (XD) 0.6 (x4) MWF 7:30pm-10:00pm

B 1/2" XFD Dripline w/ 5 emitters 0.9 (x5) MWF 10:00pm-1:30am

C 1/2" XFD Dripline w/ 1 emitter 0.6 (x1) TH 7:30pm-11:00pm

D 1/2" XFD Dripline w/ 1 emitter 0.6 (x1) TH 7:30pm-11:00pm

E 1/2" XFD Dripline w/ 10 emitters 0.9 (x10) MWF 1:30am-5:00am

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT