DESCRIPTIONSHEET NO

DESCRIPTIONDATENUMBER

REVISIONS SHEET INDEX

853 COLUMBIA ROAD, SUITE #101

PLAINFIELD, IN 46168

BUS: (317) 707-3700, FAX: (317) 707-3800

E-MAIL: Banning@BanningEngineering.com

WEB: www.BanningEngineering.com

Project No:18332

Sheet No:

C100

Date:

NOT FOR

CONSTRUCTION

12-21-18

DR

G P

LA

IN

FIE

LD

S

PE

C B

UIL

DIN

G

PLANS PREPARED FOR:

ARCO DESIGNBUILD

101 W. OHIO STREET, SUITE 1150

INDIANAPOLIS, IN 46204

317-308-2700

CONTACT: BEN TITUS

VICINITY MAP

NO SCALE

SITE MAP

SCALE: 1" = 150'

ZONING MAP

NO SCALE

DRG PLAINFIELD SPEC BUILDING

SE 1/4, SEC. 18 - T15N - R2E, HENDRICKS COUNTY, WASHINGTON TOWNSHIP, PLAINFIELD, INDIANA

ADDRESS: 9500 E. COUNTY ROAD 200 SOUTH

ZONED: I2

OPERATING AUTHORITIES

CERTIFIED BY:

PLANS PREPARED BY:

CONTACT: RYAN LINDLEY

PROJECT

LOCATION

PROJECT

LOCATION

Bradford Road (E CR 200 S)

Ronald Reagan Pkw

y

E CR 100 S

Allpoints

Pkwy

Sm

ith Road

E

M

a

i

n

S

t

.

(

U

S

4

0

)

Dan Jones Rd

THESE PLANS ARE NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT

OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY, OR A SURVEYOR

LOCATION REPORT.

GAS

Vectren

1995 East Main Street

Danville, IN 46122

317-718-3616

ELECTRIC

Indianapolis Power & Light

1230 West Morris St.

Indianapolis, IN 46221

317-261-8006

SANITARY

Plainfield DPW

986 S. Center Street

Plainfield, IN 46168

317-839-3490

SCHOOL DISTRICT

Avon Community School Corporation

7203 E US Hwy 36

Avon, IN 46123

317-544-6000

STORM

Plainfield DPW

986 S. Center Street

Plainfield, IN 46168

317-839-3490

CABLE TELEVISION

Bright House Networks

3030 Roosevelt Ave.

Indianapolis, IN 46218

317-632-9077

WATER

Plainfield DPW

986 S. Center Street

Plainfield, IN 46168

317-839-3490

TELEPHONE

AT&T

240 N. Meridian Street

Indianapolis, IN 46204

317-722-2299

FIRE DEPARTMENT

Plainfield Fire Territory

4010 Clarks Creek Road

Plainfield, IN 46168

317-839-6939

ELECTRIC

Duke Energy

5905 E. Main Street

Danville, IN 46122

317-745-4481

C100TITLE SHEET

C101EXISTING TOPOGRAPHY

C102SITE LAYOUT PLAN

C103UTILITY PLAN

L100LANDSCAPE PLAN

E. County Road 200 South(Bradford Road)

PROPOSED

BUILDING

338, 520 SF

1,130' x 300'

DE

TE

NT

IO

N B

AS

IN

DE

TE

NT

IO

N B

AS

IN

L101LANDSCAPE DETAIL AND SPECIFICATIONS

LIGHTING PHOTOMETRIC PLAN

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OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X

SS

S

10" pvc

SS

SS

SS

S

10" pvc

SS

SS

SS

S

10

" pvc

10

" p

vc

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

N01°01'17"W - 1335.04' (M)

N88°05'59"E

- 694.32' (M

)

SOUTH - 1335.00' D

EED

WE

ST

- 697.41' D

EE

D

S88°05'59"W

- 697.25'

N01°01'17"W - 1265.04'

S01°09'14"E - 1265.00'

70.00'

70.00'

NORTH - 1335' DEED

EA

ST

- 694.3' D

EE

D

S01°09'14"E - 1335.00' (M

)

S88°05'5"W

- 697.41' (M

)

810

810

810

810

810

810810

810

810

809

809

809

808

811

811

811

811

811

812

812

812

812

812

812

812

813

812

812

813

813

813

813

814

814

815

816

817

816

815

814

813

817

816

815

814

813

809

809

809

809

810

810

WW

WW

WW

WW

WW

WW

W

SS

S

10" pvc

SS

SS

SS

S

10" pvc

SS

SS

SS

S

10

" pvc

direction only

10

" p

vc

15" rcp 1

5

" rc

p

ST

ST

ST

ST

ST

ST

24" rcp

direction only

24" rcp

24" rcp

inv:805.93

with conc

end section

inv:806.02

with conc

end section

24" rcp

ST

18

" rcp

ST

ST

18" rcp

ST

ST

15" rcp

ST

ST

15" rcp

direction only

15

" rcp

direction only

15" rcp

15" rcp 1

5

" rc

p

15" rcp 15" r

cp

15" rcp 15" r

cp

exist curb inlet

tr:808.11

inv(n):804.51

exist curb inlet

tr:808.05

inv(s):804.40

inv(n):804.35

exist drainage mh

tr:808.90

inv(s):803.85

inv(w):802.40

inv(e):802.80

exist curb inlet

tr:808.28

inv(n):804.58

exist curb inlet

tr:808.29

inv(s):804.44

inv(n):804.29

exist drainage mh

tr:809.06

inv(w):803.26

inv(e):803.31

inv(s):803.81

exist curb inlet

tr:808.77

inv(n):805.17

exist curb inlet

tr:808.79

inv(s):804.94

inv(n):804.84

exist drainage mh

tr:809.58

inv(w):804.03

inv(e):804.13

inv(s):804.33

exist curb inlet

tr:809.34

inv(n):805.54

exist curb inlet

tr:809.32

inv(s):805.52

inv(n):805.42

exist drainage mh

tr:810.17

inv(w):804.72

inv(e):804.82

inv(s):805.12

exist drainage mh

tr:809.43

inv(e):801.58

inv(s):801.43

inv(w):801.48

exist sanitary mh

tr:809.34

inv(w):795.44

inv(e):795.34

exist sanitary mh

tr:810.43

inv(w):793.48

inv(e):792.58

exist drainage mh

tr:810.60

inv(w):805.40

inv(e):805.55

inv(s):805.65

exist sanitary mh

tr:809.26

inv(w):794.36

inv(e):794.26

LEGEND

EXSTING

STORM SEWER

SANITARY SEWER

WATER MAIN

OVERHEAD UTILITIES

FENCE LINE

TREE LINE

CURB INLET

STORM MANHOLE

SANITARY MANHOLE

UTILITY POLE

GUY WIRE

FIRE HYDRANT

SIGN

OHUWSST

X

0 50' 100'

SJH

Project No:

Sheet No:

Desig

ned:

Draw

n:

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ked:

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:

Date:

Sym.

Revis

ions

DR

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DIN

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, IN

DIA

NA

18332

12-2

1-18

Date

853 C

OLU

MB

IA

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D, S

UIT

E #101

P

LA

IN

FIE

LD

, IN

4

61

68

BU

S: (317) 707-3700, F

AX

: (317) 707-3800

E-M

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: B

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Ba

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ngineering.com

N

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C

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U

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I

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RRL

RRL

C101

EX

IS

TIN

G T

OP

OG

RA

PH

Y

1"= 5

0'

LAND DESCRIPTION

A PART OF THE SOUTHEAST QUARTER OF SECTION 18,

TOWNSHIP 15 NORTH, RANGE 2 EAST, IN HENDRICKS

COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS

FOLLOWS:

BEGINNING AT THE SOUTHWEST CORNER OF THE SAID

QUARTER SECTION AND RUN NORTH, ON AND ALONG THE

WEST LINE OF THE SAID QUARTER SECTION, A DISTANCE

OF 1335 FEET; THENCE EAST, PARALLEL WITH THE SOUTH

LINE OF THE SAID QUARTER SECTION, A DISTANCE OF

694.3 FEET TO AN IRON PIN; THENCE SOUTH A DISTANCE

OF 1335 FEET TO A POINT ON THE SOUTH LINE OF THE SAID

QUARTER SECTION; THENCE WEST, ON AND ALONG THE

SAID SOUTH LINE, A DISTANCE OF 697.41 FEET TO THE

POINT OF BEGINNING.

EXCEPTING

A STRIP OF LAND 70 FEET IN WIDTH BY PARALLEL LINES

OFF THE ENTIRE SOUTH SIDE OF THE ABOVE-DESCRIBED

PROPERTY.

THE EXISTING TOPOGRAPHY AND BOUNDARY WAS PROVIDED BY

AMERICAN STRUCTUREPOINT AND WAS USED AS THE BASIS FOR

DESIGN. BANNING ENGINEERING P.C. SHALL NOT BE HELD

RESPONSIBLE FOR ERRORS OCCURRING AS A RESLUT OF THIS

SURVEY.

E.. Co

unty

Roa

d 200

Sout

h

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PROPOSED

DETENTION

BASIN

Building

338,520 SF

1,130' x 300'

FF = 813.50+/-

PROPOSED

DETENTION

BASIN

PROPOSED

DETENTION

BASIN

N01°01'17"W - 1335.04' (M)

N88°05'59"E

- 694.32' (M

)

SOUTH - 1335.00' D

EED

WE

ST

- 697.41' D

EE

D

S88°05'59"W

- 697.25'

N01°01'17"W - 1265.04'

S01°09'14"E - 1265.00'

70.00'

70.00'

NORTH - 1335' DEED

EA

ST

- 694.3' D

EE

D

S01°09'14"E - 1335.00' (M

)

S88°05'5"W

- 697.41' (M

)

18'

24'

18'

10'

5'

6'

18'

24'

18'

10'

5'

6'

9' TYP.

9' TYP.

55'

70'

60'

55'

70'

60'

12'

TYP.

12'

TYP.

25'

30'

59.85'

71.3'

313.4'

81'

150' DRAINAGE

EASEMENT

15' D

. &

U

.E

.

10' B.S.L.

10' B.S.L.

10' B

.S

.L.

60' B

.S

.L.

EX

IS

TIN

G R

/W

30'

30'

0 50' 100'

SJH

Project No:

Sheet No:

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ned:

Draw

n:

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Date:

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NA

18332

12-2

1-18

Date

853 C

OLU

MB

IA

R

OA

D, S

UIT

E #101

P

LA

IN

FIE

LD

, IN

4

61

68

BU

S: (317) 707-3700, F

AX

: (317) 707-3800

E-M

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anningE

ngineering.com

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RRL

RRL

C102

SIT

E L

AY

OU

T P

LA

N

1"= 5

0'

PUBLIC ROAD APPROACH -

COMMERCIAL, PER TOWN OF

PLAINFIELD STANDARD

DETAIL DS-R05

PROPOSED DRIVE TO TIE

INTO EXISTING CURB CUT

E.. Co

unty

Roa

d 200

Sout

h

PROPOSED 5' SIDEWALK

TO CONNECT TO EXISTING

SIDEWALK

DR

IV

E - IN

DR

IV

E - IN

GENERAL NOTES

1. SCHOOL DISTRICT: AVON

2. THE EROSION CONTROL PLAN WILL BE DEVELOPED TO MEET

NRCS, DNR AND TOWN OF PLAINFIELD REQUIREMENTS AND

WILL BE SUBMITTED TO IDEM TO COMPLY WITH RULE 5.

3. THE DRAINAGE OUTLET IS TO ANY STORM SEWER SYSTEM

LOCATED ON THE NORTH SIDE OF CR 200 SOUTH.

4. THIS SITE IS LOCATED IN FLOOD X, AREAS DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, PER FIRM MAP

FOR HENDRICKS COUNTY, IN, MAP NO. 18063C0276D, DATED

SEPTEMBER 25, 2009.

DEVELOPMENT SUMMARY

BUILDING

1,130 x 300 = 338,520 SF

PARKING REQUIRED

1 SPACE / 3000 SF

338,520 / 3000 = 113 SPACES

PARKING SHOWN

222 SPACES + 8 H/C = 230 SPACES

FUTURE 30' DRIVE

FUTURE 30' DRIVE

SITE MONUMENT

SIGN

DR

IV

E - IN

FUTURE TRAILER PARKING

FUTURE TRAILER PARKING

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OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X

SS

S

10" pvc

SS

SS

SS

S

10" pvc

SS

SS

SS

S

10

" pvc

10

" p

vc

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

810

810

810

810

810

810810

810

810

809

809

809

808

811

811

811

811

811

812

812

812

812

812

812

812

813

812

812

813

813

813

813

814

814

815

816

817

816

815

814

813

817

816

815

814

813

809

809

809

809

810

810

WW

WW

WW

WW

WW

WW

W

SS

S

10" pvc

SS

SS

SS

S

10" pvc

SS

SS

SS

S

10

" pvc

direction only

10

" p

vc

15" rcp 1

5

" rc

p

ST

ST

ST

ST

ST

ST

24" rcp

direction only

24" rcp

24" rcp

inv:805.93

with conc

end section

inv:806.02

with conc

end section

24" rcp

ST

18

" rcp

ST

ST

18" rcp

ST

ST

15" rcp

ST

ST

15" rcp

direction only

15

" rcp

direction only

15" rcp

15" rcp 1

5

" rc

p

15" rcp 15" r

cp

15" rcp 15" r

cp

exist curb inlet

tr:808.11

inv(n):804.51

exist curb inlet

tr:808.05

inv(s):804.40

inv(n):804.35

exist drainage mh

tr:808.90

inv(s):803.85

inv(w):802.40

inv(e):802.80

exist curb inlet

tr:808.28

inv(n):804.58

exist curb inlet

tr:808.29

inv(s):804.44

inv(n):804.29

exist drainage mh

tr:809.06

inv(w):803.26

inv(e):803.31

inv(s):803.81

exist curb inlet

tr:808.77

inv(n):805.17

exist curb inlet

tr:808.79

inv(s):804.94

inv(n):804.84

exist drainage mh

tr:809.58

inv(w):804.03

inv(e):804.13

inv(s):804.33

exist curb inlet

tr:809.34

inv(n):805.54

exist curb inlet

tr:809.32

inv(s):805.52

inv(n):805.42

exist drainage mh

tr:810.17

inv(w):804.72

inv(e):804.82

inv(s):805.12

exist drainage mh

tr:809.43

inv(e):801.58

inv(s):801.43

inv(w):801.48

exist sanitary mh

tr:809.34

inv(w):795.44

inv(e):795.34

exist sanitary mh

tr:810.43

inv(w):793.48

inv(e):792.58

exist drainage mh

tr:810.60

inv(w):805.40

inv(e):805.55

inv(s):805.65

exist sanitary mh

tr:809.26

inv(w):794.36

inv(e):794.26

FDC

G

G

G

EC

W

W

W

W

S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PROPOSED

DETENTION

BASIN

Building

338,520 SF

1,130' x 300'

FF = 813.50+/-

PROPOSED

DETENTION

BASIN

PROPOSED

DETENTION

BASIN

150' DRAINAGE

EASEMENT

15' D

. &

U

.E

.

LEGEND

PROPOSED

STORM SEWER

SANITARY LATERAL

WATER MAIN

FIRE DEPARTMENT CONNECTION LINE

ELECTRIC / COMMUNICATION

STORM INLET

STORM MANHOLE

STORM END SECTION

SANITARY CLEAN OUT

FIRE HYDRANT

WATER VALVE

POST INDICATOR VALVE

EC

W

FDC

S

LEGEND

EXSTING

STORM SEWER

SANITARY SEWER

WATER MAIN

OVERHEAD UTILITIES

FENCE LINE

TREE LINE

CURB INLET

STORM MANHOLE

SANITARY MANHOLE

UTILITY POLE

GUY WIRE

FIRE HYDRANT

SIGN

OHUWSST

X

0 50' 100'

SJH

Project No:

Sheet No:

Desig

ned:

Draw

n:

Chec

ked:

Scale

:

Date:

Sym.

Revis

ions

DR

G P

LA

IN

FIE

LD

S

PE

C B

UIL

DIN

G

WA

SH

IN

GT

ON

T

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NS

HIP

PL

AIN

FIE

LD

, IN

DIA

NA

18332

12-2

1-18

Date

853 C

OLU

MB

IA

R

OA

D, S

UIT

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P

LA

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4

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N

O

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F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RRL

RRL

C103

UT

IL

IT

Y P

LA

N

1"= 5

0'

E.. Co

unty

Roa

d 200

Sout

h

FIRE DEPARTMENT

CONNECTION

FIRE PROTECTION

METER VAULT

PRIVATE DISTRIBUTION

METER PIT

GAS SERVICE

ELECTRIC /

COMMUNICATION

SERVICE

SANITARY LATERAL

P:\2018\18332 D

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PROPOSED

DETENTION

BASIN

Building

338,520 SF

1,130' x 300'

FF = 813.50+/-

PROPOSED

DETENTION

BASIN

PROPOSED

DETENTION

BASIN

W1

W2

W3

W4

W5

W6

W7

W8

W9

W10

W11

W13

W14

N1

N2

N3

N4

N5

N6

N7

E1

E2

E3

E4

E5

E6

E7

E8

E9

E10

E11

E12

E13

S1

S2

S3

S4

S5

S6

S7

0 50' 100'

SJH

Project No:

Sheet No:

Desig

ned:

Draw

n:

Chec

ked:

Scale

:

Date:

Sym.

Revis

ions

DR

G P

LA

IN

FIE

LD

S

PE

C B

UIL

DIN

G

WA

SH

IN

GT

ON

T

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HIP

PL

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, IN

DIA

NA

18332

12-2

1-18

Date

853 C

OLU

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P

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N

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F

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C

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N

S

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RRL

RRL

L100

LA

ND

SC

AP

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1"= 5

0'

E. Co

unty

Roa

d 200

Sout

hPO

3

PA

2

PN

3

PO

4

PN

3

PN

3

PO

4

PO

3

QR

2

PN

4

PO

5

PN

4

PN

3

PO

4

PN

3

PN

3

PO

4

PO

3

PA

3

QR

2

QI

3

AO

1

AO

2

QI

3

QI

2

AO

2

QI

2

AO

2

AO

2

AO

2

AO

2

QI

2

QI

2

QI

2

PO

4

PO

4

TM

4

TM

4

AC

2

MM

2

TM

4

TM

4

TM

4

TM

4

AC

2

AC

2

MM

2

MM

2

MM

2

MM

2

MM

2

MM

2

MM

2

MM

2

MM

2

AO

1

AO

1

JC

28

EA

35

JC

35

EA

35

JC

35

EA

35

JC

35

EA

35

TM

8

JC

8

JC

8

TM

8

TM

8

JC

8

JC

8

TM

8

LANDSCAPE SYMBOLOGY

20

AR

CANOPY TREE

ORNAMENTAL TREE

EVERGREEN TREE

SHRUB

SPECIES IDENTIFIER/

PLANT COUNT

P:\2018\18332 D

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Plainfield Spec\Engineering\Cadd\Sheet Files\Site Plan\18332_site_lnd.dw

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SJH

Project No:

Sheet No:

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LANDSCAPE SPECIFICATIONS

These specifications cover the furnishing of labor, plants, equipment, and materials to perform

landscape operations in connection with this construction project at the locations shown on the

landscape drawing.

LANDSCAPE MATERIALS: FERTILIZER:

Granular non-burning product composed of not less than 50% organic slow acting, guaranteed

analysis professional fertilizer; 20% nitrogen, 10% phosphoric acid, and 5% potash by weight or

similarly approved composition.

PLANTING BACKFILL SOIL:

Backfill plant pits with the following topsoil mixture: 1 part on-site topsoil, 1 part imported topsoil,

1 part compost and 1/2 pound plant specified fertilizer per cubic yard.

PLANT MATERIALS:

Provide trees and shrubs as indicated. Comply with sizing and grading standards of "American

Standard for Nursery Stock". Provide only sound, healthy vigorous plants free from defects,

disfiguring knots, sunscald injuries, frost cracks, plant diseases, insects or any other form of

disease or infestation. All plants shall have fully developed form without voids or open spaces.

PLANTING BED MULCH:

3 inches of Grade 'A' Shredded Hardwood mulch where planting bed adjoins either pavement or turf.

PLANTING BED FABRIC:

Dewitt Pro 5 Weed Barrier. Install only in planting beds.

PROJECT EXECUTION: SUBSURFACE UTILITIES:

Contractor shall determine utility line locations prior to commencing work. Any conflicts between

utility locations, excavation and/or landscape operations shall be brought to Owner's attention prior

to commencing excavation and/or grading work. Contractor assumes responsibility for any utility

damage resulting from landscape operations. CONTRACTOR SHALL NOTIFY UTILITY LOCATE

SERVICE (811) A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION.

PLANTING EXCAVATION:

When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage

or obstructions, notify owner before planting. See planting details for planting, pruning and staking

requirements.

SEEDED LAWN:

Complete all other landscape plantings, mulching, fine grading and staking prior to seeding lawn

areas. Provide seeded lawn for all lawn areas utilizing Amer-Turf Front-Runner Turf Type Tall

Fescue Blend Seed. Apply Seed at a rate of 5 pounds per 1000 square feet. Apply fertilizer at a rate

of 4 pounds of actual nitrogen per 1,000 square feet. Spread topsoil over lawn areas to a depth of two

inches and cultivate soil to a depth of three inches prior to seeding. Seed bed shall be in a firm but

uncompacted condition with a relatively fine texture at time of seeding. Contractor shall maintain seeding

lawn for a period of 60 days beyond final acceptance by mowing and watering as required to maintain

vigorous growth during establishment period. Lawn areas shall not have voids larger than 6"x6".

If voids are larger than acceptable size an overseeding shall be completed by the contractor during the

next available growing season.

Fall growing season August 15th - September 20th. Spring growing season March 20th - April 20th.

PROJECT WARRANTY:

Contractor shall warrant trees, shrubs, and plants for a period of two years after date of substantial

completion against defects including death and unsatisfactory growth, except for defects resulting

from neglect by the Owner, abuse or damage by others, or unusual phenomena or incidents which

are beyond installer's control. Remove and replace trees, shrubs or other plants found to be dead or in

unhealthy condition during warranty period. Replace trees and shrubs which are in doubtful condition at

end of warranty period.

3" MIN. MULCHED SAUCER.

TOPSOIL

FINISH GRADE

NOTES:

1. DO NOT DAMAGE MAIN ROOTS

OR DESTROY ROOT BALL WHEN

INSTALLING TREE STAKE.

2. WATER THOROUGHLY

SUBSEQUENT TO INSTALLATION.

3. REMOVE HOSE AND STAKE

AT END GUARANTEE PERIOD.

PLANTING BACKFILL TOPSOIL

CUT AND REMOVE BURLAP FROM TOP

1/3RD OF ROOT BALL

LOOSEN HARD SUB-GRADE

SUB-GRADE

1/2 WIDTH OF ROOTBALL

CROWN OF ROOT BALL SHALL BEAR SAME

RELATION (OR SLIGHTLY ABOVE) TO FINISHED

GRADE AS IT BORE TO PREVIOUS GRADE

1'-6

"

MIN

.

SUPPORT WITH 3 (THREE) GALVINIZED

ENCLOSED IN CLEAR POLY TUBING AT WIRE

TRUNK AND SECURE TO 3 (THREE) 2"x2"x60"

HARDWOOD STAKES AT GRADE.

EVERGREEN TREE PLANTING

NO SCALE

NOTES:

1. DO NOT DAMAGE MAIN ROOTS

OR DESTROY ROOT BALL WHEN

INSTALLING TREE STAKE.

2. WATER THOROUGHLY

SUBSEQUENT TO INSTALLATION.

3. REMOVE HOSE AND STAKE

AT END GUARANTEE PERIOD.

CUT AND REMOVE BURLAP FROM TOP

1/3RD OF ROOT BALL

PLANTING BACKFILL TOPSOIL

LOOSEN HARD SUB-GRADE

SUB-GRADE

1/2 WIDTH OF ROOTBALL

FINISH GRADE

TOPSOIL

3" MIN. MULCHED SAUCER.

CROWN OF ROOT BALL SHALL BEAR SAME

RELATION (OR SLIGHTLY ABOVE) TO FINISHED

GRADE AS IT BORE TO PREVIOUS GRADE

WRAP ENTIRE TRUNK TO HEIGHT OF SECOND

BRANCH, TIE EVERY 6".

FOR ALL TREES 1.5" CALIPER AND LARGER

SUPPORT WITH 3 (THREE) GALVINIZED WIRE

ENCLOSED IN CLEAR POLY TUBING AT

TRUNK AND SECURE TO 3 (THREE) 2"x2"x60"

HARDWOOD STAKES AT GRADE.

ORNAMENTAL TREE PLANTING

NO SCALE

MIN

.

1'-6

"

NOTES:

1. DO NOT DAMAGE MAIN ROOTS

OR DESTROY ROOT BALL WHEN

INSTALLING TREE STAKE.

2. WATER THOROUGHLY

SUBSEQUENT TO INSTALLATION.

3. REMOVE HOSE AND STAKE

AT END GUARANTEE PERIOD.

SUB-GRADE

CUT AND REMOVE BURLAP FROM TOP

1/3RD OF ROOT BALL

PLANTING BACKFILL TOPSOIL

LOOSEN HARD SUB-GRADE

1/2 WIDTH OF ROOTBALL

FINISH GRADE

TOPSOIL

3" MIN. MULCHED SAUCER.

CROWN OF ROOT BALL SHALL BEAR SAME

RELATION (OR SLIGHTLY ABOVE) TO FINISHED

GRADE AS IT BORE TO PREVIOUS GRADE

WRAP ENTIRE TRUNK TO HEIGHT OF SECOND

BRANCH, TIE EVERY 6".

FOR ALL TREES 2.5" CALIPER AND LARGER

SUPPORT WITH 3 (THREE) GALVINIZED WIRE

ENCLOSED IN CLEAR POLY TUBING AT

TRUNK AND SECURE TO 3 (THREE) 2"x2"x60"

HARDWOOD STAKES AT GRADE.

PRUNE BRANCHES AND FOLIAGE BY 1/4TH

RETAIN NORMAL PLANT SHAPE. DO NOT

CUT EVERGREEN LEADER.

1'-6

"

MIN

.

SHADE TREE PLANTING

NO SCALE

SHRUB SHALL BEAR SAME RELATION

TO FINISHED GRADE AS IT BORE TO

PREVIOUS EXISTING GRADE

3" MIN. MULCH IN ALL PLANTING

BEDS AND SAUCERS.

SAUCER

PLANTING SOIL BACKFILL

1/2 WIDTH OF ROOTBALL

SUB-GRADE

CUT AND REMOVE BURLAP FROM

TOP 1/3RD OF BALL ALL ROOT BALLS

REMOVED FROM CONTAINERS SHALL

BE SCARIFIED PRIOR TO BACKFILLING.

PRUNE BRANCHES AND FOLIAGE

INTERNALLY BY 1/4 RETAINING

NORMAL PLANT SHAPE NEVER

CUT OUT EVERGREEN LEADER.

SHRUB PLANTING

NO SCALE

PLANT LIST

KEY

PLANT NAME

BOTANICAL NAME

COMMON NAME

SIZE

AC Amelanchier canadensisServiceberry 8' Height

AO Acer r. 'October Glory'October Glory Maple 2.5" Caliper

EA Euonymus alatus 'Compacta'Compact Burning Bush 30" Height

JC Juniperis chinensis 'Sea Green'Sea Green Juniper 24" Height

MM Malus 'Madonna'Madonna Crabapple 1.5" Caliper

PA Picea abiesNorway Spruce 6' Height

PN Pinus nigraAustrian Pine 6' Height

PO Picea OmorikaSerbian Spurce 6' Height

QI Quercus ImbricariaShingle Oak 2.5" Caliper

QR Quercus RubraRed Oak

2.5" Caliper

TM Taxus x media 'Densiformis'Dense Yew

24" Height

E1 3 EVERGREEN TREE = 1.50 PTSE2 3 EVERGREEN TREE = 1.50 PTSE3 0 = 0.00 PTSE4 4 EVERGREEN TREE = 2.00 PTSE5 0 = 0.00 PTSE6 3 EVERGREEN TREE = 1.50 PTSE7 0 = 0.00 PTSE8 4 EVERGREEN TREE = 2.00 PTSE9 0 = 0.00 PTS

E10 3 EVERGREEN TREE = 1.50 PTSE11 0 = 0.00 PTSE12 3 EVERGREEN TREE = 1.50 PTSE13 2 CANOPY TREE = 1.50 PTS

N1 1 CANOPY TREE = 0.75 PTSN2 4 EVERGREEN TREE = 2.00 PTSN3 0 = 0.00 PTSN4 5 EVERGREEN TREE = 2.50 PTSN5 0 = 0.00 PTSN6 4 EVERGREEN TREE = 2.00 PTSN7 0 = 0.00 PTS

S1 2 CANOPY TREE = 1.50 PTSS2 1 CANOPY TREE = 0.75 PTSS3 3 CANOPY TREE = 2.25 PTSS4 1 CANOPY TREE = 0.75 PTSS5 0 = 0.00 PTSS6 2 CANOPY TREE = 1.50 PTSS7 1 CANOPY TREE = 0.75 PTS

PERIMETER LANDSCAPING

CANOPY TREE = 0.75 PTS

EVERGREEN TREE = 0.50 PTS

ORNAMENTAL TREE = 0.50 PTS

EAST PROPERTY LINE

LEVEL 1 LANDSCAPING

POINTS REQUIRED = 13.00

POINTS SHOWN = 13.00

NORTH PROPERTY LINE

LEVEL 1 LANDSCAPING

POINTS REQUIRED = 7.00

POINTS SHOWN = 7.25

SOUTH PROPERTY LINE

LEVEL 1 LANDSCAPING

POINTS REQUIRED = 7.00

POINTS SHOWN = 7.50

WEST PROPERTY LINE

LEVEL 1 LANDSCAPING

POINTS REQUIRED = 13.00

POINTS SHOWN = 13.50

W1 5 EVERGREEN TREE = 2.50 PTSW2 3 EVERGREEN TREE = 1.50 PTSW3 0 = 0.00 PTSW4 4 EVERGREEN TREE = 2.00 PTSW5 0 = 0.00 PTSW6 3 EVERGREEN TREE = 1.50 PTSW7 0 = 0.00 PTSW8 4 EVERGREEN TREE = 2.00 PTSW9 0 = 0.00 PTS

W10 3 EVERGREEN TREE = 1.50 PTSW11 0 = 0.00 PTSW12 3 EVERGREEN TREE = 1.50 PTSW13 2 CANOPY TREE = 1.50 PTS

P:\2018\18332 D

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Plainfield Spec\Engineering\Cadd\Sheet Files\Site Plan\18332_site_lnd.dw

g, 1/14/2019 3:19:39 PM

, 1:1

S

FDC

G

G

EC

exist sanitary mh

exist sanitary mh

tr:809.26

inv(w):794.36

exist curb inlet

tr:808.05

inv:805.93

with conc

end section

inv:806.02

with conc

end section

exist drainage mh

tr:809.06

inv(w):803.26

inv(e):803.31

inv(s):803.81

exist drainage mh

tr:809.58

inv(w):804.03

inv(e):804.13

inv(s):804.33

exist drainage mh

tr:810.17

inv(w):804.72

inv(e):804.82

inv(s):805.12

exist drainage mh

tr:810.60

inv(w):805.40

inv(e):805.55

inv(s):805.65

direction only

exist curb inlet

tr:809.32

inv(s):805.52

exist curb inlet

tr:808.79

inv(s):804.94

exist curb inlet

tr:808.29

N01°01'17"W

- 1335.04' (M

)

SO

UTH

- 1335.00' D

EED

S88°05'59"W -

697.25'

N01°01'17"W

- 1265.04'

S01°09'14"E - 1265.00'

70.00'

70.00'

NO

RTH

- 1335' D

EED

S01°09'14"E - 1335.00' (M

)

WM3

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4-2

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM4

MH: 30

WM2

MH: 30

WM2

MH: 30

S4

MH: 30

S4

MH: 30

S2-IL

MH: 30

S2-IL

MH: 30

S2-IL

MH: 30

S4

MH: 30

S4

MH: 30

S4

MH: 30

S4

MH: 30

0.0 0.0 0.0

0.0

0.0

0.0 0.1

0.1 0.1 0.0

0.5 0.5 0.3

1.11.0

1.2 1.6

0.9 1.3 2.0 2.2

0.9 1.3 2.3 2.4

0.9 1.3 2.4 2.3

0.91.4

2.2 2.3

1.01.4

1.9 1.9

1.01.4

1.61.5

1.0 1.31.4

1.3

1.1 1.41.6

1.4

1.1 1.41.9 1.8

1.01.4

2.3 2.3

0.91.5

2.5 2.4

1.01.5

2.5 2.4

1.01.5

2.2 2.2

1.1 1.51.9

1.7

1.1 1.4 1.51.3

1.1 1.4 1.41.2

1.5 1.7

1.1 1.52.1 1.9

1.01.5

2.4 2.4

1.0 1.6 2.5 2.5

1.0 1.6 2.4 2.5

1.1 1.52.1 1.9

1.2 1.6 1.81.5

1.1 1.4 1.41.2

1.21.4 1.5

1.2

1.2 1.6 1.91.5

1.6 2.3

1.0 1.8 2.4 2.6

1.0 1.8 2.3 2.6

1.1 1.72.3 2.2

1.2 1.6 2.0 1.6

1.21.5

1.6 1.3

1.21.4 1.4 1.1

1.21.5

1.6 1.2

1.21.7

2.01.5

1.11.8 2.3 2.1

1.12.0 2.3 2.7

1.12.0 2.3 2.7

1.2 1.8 2.3 1.9

1.31.7

1.91.4

1.31.5 1.4 1.1

1.21.4 1.4

1.0

1.3 1.61.7

1.2

1.3 1.8 2.21.5

1.2 2.1 2.3 2.4

2.2

1.2 2.1 2.3 2.5

0.9 1.3 1.8 2.2

1.01.4 1.7 1.7

0.9 1.31.4 1.4

0.9 1.31.5 1.4

1.01.4

1.8 1.8

0.9 1.3 2.0 2.3

0.9 1.3 2.3 2.4

0.9 1.3 2.4 2.3

0.9 1.3 2.2 2.3

1.01.4

1.9 1.9

1.01.4

1.61.5

1.0 1.31.4

1.3

1.01.4

1.61.4

1.01.4

1.9 1.9

1.01.4

2.2 2.3

0.91.4

2.5 2.4

0.91.4

2.4 2.4

1.42.1

1.1 1.51.8

1.7

1.1 1.4 1.51.3

1.1 1.4 1.41.3

1.1 1.5 1.7 1.5

1.1 1.52.0 1.9

1.01.5

2.4 2.4

0.91.5

2.5 2.4

1.01.5

2.4 2.5

1.01.4

2.1 1.9

0.0 0.0 0.0

0.1 0.1 0.0

0.3 0.3

0.6 0.7

1.1 1.4

1.6 2.2

2.3 3.5

2.7 3.7

2.7 3.4

2.7 3.6

2.1 2.9

1.51.8

0.9 1.0

0.5 0.4

0.2 0.2

0.1 0.1

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.1 0.0

0.1 0.1

0.2 0.1

0.6 0.3

1.2 0.8

1.8 1.3

0.6 1.6 2.5 2.1

0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.6 2.0 3.6 2.9

0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.7 2.1 3.7 3.1

0.6 0.7 2.1 3.9 3.0

1.8 2.9 2.0

2.0 1.2

1.40.7

0.7 0.3

0.3 0.1

0.1 0.0

0.1 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.1 0.0

0.1 0.1

0.3 0.2

0.6 0.6

1.2 1.2

1.72.0

2.4 3.5

3.0 3.7

2.9 3.5

2.9 3.6

2.3 3.0

1.61.7

0.1 0.5 1.0

0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5

0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1

1.0 0.9 0.6

0.9 0.7 0.5 0.3

1.1 1.10.9 0.6

1.51.8 1.6 1.2

1.8 2.3 2.11.7

1.9 2.6 2.6 2.8

1.9 2.7 3.14.4

1.9 2.6 3.0 4.2

1.9 2.5 2.4 2.3

1.72.2 2.0

1.5

1.31.4

1.3 0.9

0.7 0.7 0.6 0.4

0.4 0.3 0.2 0.1

0.3 0.2 0.1 0.1

0.5 0.4 0.3 0.1

1.0 0.9 0.8 0.5

1.5 1.7 1.51.0

1.8 2.3 2.0

2.1 2.5 2.7

2.2 2.6 3.4

2.3 2.5 3.4

2.1 2.5 2.4

1.8 2.3 1.9

1.4 1.41.2

0.8 0.7 0.6

0.3 0.3 0.2

0.2 0.2 0.1

0.4 0.3 0.2

0.9 0.8 0.7

1.51.6 1.3

2.0 2.4 1.9

2.4 2.5 2.7

2.5 2.7 3.9

2.5 2.7 3.9

1.6 2.3 2.6 2.5

1.52.0 2.2 1.8

1.21.4 1.4

1.2

0.8 0.8 0.7 0.5

0.4 0.3 0.2 0.2

0.3 0.2 0.1 0.1

0.5 0.4 0.3 0.2

0.9 0.9 0.8 0.6

1.31.5 1.5

1.2

1.6 2.1 2.21.7

1.72.5 2.6 2.6

1.6 2.7 2.8 4.2

1.6 2.7 2.8 4.2

1.72.5 2.5 2.6

1.72.1 2.2

1.7

1.4 1.5 1.51.2

1.0 0.9 0.8 0.6

0.8 0.7 0.5 0.3

1.10.9 0.6

1.1 1.3 1.5

1.3 1.4 1.9 1.8 1.9 1.8 1.3 1.1 0.7 0.4 0.6 1.1 1.4 1.8 2.1 2.1 1.9 1.7 1.4 1.2

0.9 1.2 1.3 1.5 1.5 1.3 1.2 0.8 0.5 0.4 0.5 0.8 1.2 1.4 1.5 1.6 1.5 1.3 1.0 0.8

0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.4 0.2 0.2 0.3 0.4 0.5 0.7 0.9 0.9 0.8 0.6 0.5 0.4

0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1

0.0

0.1

0.1

0.3

0.4

0.5

0.5

0.5

0.5

0.6

0.6

0.6

0.7

0.7

0.6

0.6

0.6

0.5

0.6

0.6

0.7

0.7

0.7

0.6

0.6

0.5

0.6

0.6

0.6

0.7

0.7

0.6

0.6

0.6

0.5

0.6

0.6

0.7

0.7

0.7

0.6

0.6

0.6

0.5

0.6

0.6

0.7

0.7

0.7

0.6

0.6

0.6

0.6

0.6

0.6

0.7

0.7

0.6

0.6

0.6

0.5

0.6

0.6

0.7

0.7

0.7

0.6

0.6

0.6

0.6

0.6

0.6

0.7

0.7

0.7

0.6

0.6

0.5

0.5

0.5

0.5

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.1

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.3

0.3

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.2

0.2

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.2

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.2

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0 0.0 0.1 0.1 0.4 0.5 0.7 0.9 1.0 1.1 1.1 1.0 0.8 0.6 0.5 0.3 0.1 0.0 0.0 0.0

0.1 0.1 0.1 0.1 0.3 0.5 0.7 1.1 1.6 1.4 1.5 1.4 0.9 0.6 0.5 0.2 0.1 0.0 0.0 0.1

0.2 0.1 0.1 0.1 0.3 0.5 0.7 1.2 1.8 1.2 1.5 1.7 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.1

0.4 0.2 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.0 0.9 0.9 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.4

1.3

4.0 2.7 2.7 1.6 1.2 0.8 0.7 0.9 1.31.5 1.5

1.2 0.6 0.2 0.1 0.1 0.31.4

2.4 2.6 2.41.7

1.3 0.9 0.8 1.2 1.6 2.1 2.21.7

1.0 0.4 0.2 0.2 0.3 1.3

1.8 2.3 2.2 1.8 1.3 0.9 0.9 1.31.1

1.41.8 1.9

1.71.2 0.9 0.9

1.31.7

1.8 1.6 1.2 0.9 0.9

1.72.1 2.0 1.8 1.3 1.0 1.0

2.1 2.5 2.21.7

1.3 0.9 0.9 1.31.7

2.2 2.21.7

3.4 2.5 2.61.7

1.2 0.9 0.81.1 1.4

1.61.5

1.2

4.0 2.8 2.6 1.6 1.2 0.8 0.8 0.9 1.0 1.0 0.8 0.6

3.4 2.5 2.51.7

1.2 0.8 0.8 0.8 0.9 0.8 0.6 0.4

2.1 2.5 2.21.7

1.3 0.9 0.8 1.01.1

1.2 1.0 0.8

1.8 2.2 2.01.7

1.3 1.0 0.9 1.2 1.6 1.8 1.81.4

1.41.8 1.9 1.6 1.2 1.0 1.0

1.4 1.72.3 2.3 1.9

1.51.8 1.9 1.6 1.2 0.9 0.9 1.3

1.72.7 2.6 3.1

1.9 2.3 2.01.7 1.1

0.9 0.9 1.31.7

2.0 2.4 2.6 2.2 1.61.1

0.8 0.9 1.3

3.4 3.6 2.6 2.41.5 1.1

0.8 0.8 1.3

3.7 3.7 2.7 2.41.5 1.1

0.7 0.8 1.2

2.5 2.8 2.5 2.3 1.61.1

0.8 0.7 0.9

1.52.0 2.5 2.0

1.7 1.10.8 0.7 0.6

1.1 1.72.0 1.9

1.71.2 0.8 0.6 0.5

0.91.5

1.8 1.8 1.6 1.2 0.8 0.6 0.4

1.1 1.72.0 1.9 1.6 1.2 0.8 0.7 0.6

1.6 2.0 2.4 2.0 1.61.1

0.8 0.8 0.9

2.7 2.7 2.6 2.2 1.6 1.0 0.8 0.8 1.2

4.13.4 2.6 2.2

1.51.0 0.7 0.9

1.4

3.9 3.3 2.6 2.21.5

0.9 0.7 0.91.4

2.2 2.5 2.6 2.01.5

1.0 0.8 0.91.4

1.52.0 2.4 1.9 1.6 1.0 0.8 1.0

1.5

1.11.6 1.9 1.8

1.5 1.10.9 1.0

1.5

1.11.6 1.8 1.8

1.5 1.10.9 1.0

1.4

1.41.9 2.2 1.9 1.6

1.10.8 0.8 1.0

2.0 2.3 2.5 1.9 1.6 1.0 0.7 0.7 0.7

3.5 2.9 2.6 2.01.5

0.9 0.6 0.5 0.4

4.43.1 2.7 2.0

1.40.9 0.6 0.4 0.3

3.5 2.9 2.7 2.01.5

0.9 0.6 0.5 0.5

2.0 2.3 2.5 1.91.5

1.0 0.8 0.7 0.9

1.42.0 2.2 1.9

1.51.0 0.8 1.0 1.3

1.11.6 1.8 1.8

1.4 1.10.9

1.1 1.5

1.21.7

1.8 1.81.4

1.0 0.91.1

1.6

1.6 2.1 2.3 1.91.4

0.9 0.81.1 1.5

2.3 2.5 2.5 1.81.4

0.9 0.81.1 1.5

4.2 2.9 2.7 1.81.4

0.9 0.8 1.01.5

4.42.9 2.8 1.8

1.40.9 0.7 0.9

1.4

2.8 2.6 2.6 1.81.4

0.9 0.7 0.81.1

1.8 2.3 2.4 1.81.5

0.9 0.7 0.7 0.7

1.41.9 2.0 1.9

1.41.0 0.7 0.5 0.4

1.2 1.6 1.8 1.81.4

1.0 0.7 0.5 0.4

1.41.8 2.0 1.8

1.41.0 0.7 0.6 0.6

1.8 2.3 2.3 1.81.4

0.9 0.8 0.8 0.9

2.8 2.6 2.6 1.8 1.3 0.9 0.8 1.0 1.3

4.3 2.8 2.8 1.6 1.3 0.8 0.8 1.0 1.6

4.12.7 2.7 1.6 1.2 0.8 0.7

1.11.6

2.4 2.5 2.51.7

1.3 0.8 0.81.1

1.72.2 2.2 1.8 1.3 0.9 0.9 1.2

1.41.8 1.9

1.71.3 1.0 0.9 1.2

1.31.7

1.81.7

1.3 1.0 0.9 1.2

1.6 2.1 2.1 1.81.4

1.0 0.9 1.0

2.1 2.5 2.3 1.81.4

0.9 0.8 0.9

3.4 2.5 2.61.7

1.3 0.9 0.8 0.8

4.12.8 2.7 1.6 1.2 0.8 0.7 0.9

1.1

3.4 2.6 2.6 1.6 1.2 0.9 0.81.1 1.5

1.8 1.81.4

2.1 2.5 2.31.7

1.3 0.9 0.9 1.31.7

2.3 2.3 1.9

1.72.1 2.0

1.71.2 0.9 0.9

1.4 1.72.7 2.6 3.1

1.4 1.71.8 1.6 1.2 0.9 0.9

1.4 1.72.8 2.8

4.4

1.51.8 1.9 1.6 1.2 0.9 1.0

1.4 1.72.7 2.7 3.9

1.8 2.3 2.11.7

1.2 0.9 1.01.4 1.7

2.4 2.5 2.2

2.4 2.6 2.31.7

1.2 0.8 0.9 1.2 1.6 2.0 2.01.5

3.7 2.6 2.5 1.61.1

0.7 0.7 0.91.1

1.2 1.2 0.9

0.6 0.5

0.6 0.4

1.21.4

0.5 0.3

0.8 0.9 0.8 0.4 0.3

0.4 0.5 0.7 1.0 1.21.4 1.5 1.4

1.3 0.9 0.6 0.4 0.4 0.7 1.0 1.31.5 1.5 1.5 1.4 1.1

0.9 0.8 0.9 1.0 1.0 0.8 0.6 0.3 0.2

0.7 0.7 0.6 0.4 0.4 0.3 0.2 0.2 0.3 0.4 0.6 0.8 0.9 0.9 0.7 0.5 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.2 0.1

Luminaire Schedule

Symbol Qty LabelArrangement Lum. Lumens LLF Lum. Watts Description

9 WM4 WALL MOUNT 25280 0.900 188.8 SLM-LED-24L-SIL-FT-50-70CRI

9 WM4-2 WALL MOUNT 31739 0.900 248.6 SLM-LED-30L-SIL-FT-50-70CRI

1 WM3 WALL MOUNT 13201 0.900 93.1 SLM-LED-12L-SIL-3-50-70CRI

6 S4 SINGLE 31739 0.900 248.6 SLM-LED-30L-SIL-FT-50-70CRI

2 WM2 WALL MOUNT 13010 0.900 93.1 SLM-LED-12L-SIL-2-50-70CRI

3 S2-IL SINGLE 15198 0.900 188.8 SLM-LED-24L-SIL-2-50-70CRI-IL

Calculation Summary

Label CalcTypeUnits Avg Max Min

Avg/Min Max/Min

Car Parking & Drive IlluminanceFc 1.54 2.7 0.0 N.A. N.A.

Future Loop DriveIlluminance

Fc 0.69 3.9 0.0 N.A. N.A.

Future Trailer Parking IlluminanceFc 1.50 4.4 0.1 15.00 44.00

North End Of Bldg 60' Out IlluminanceFc 0.82 2.1 0.0 N.A. N.A.

Property LineIlluminance

Fc 0.21 0.7 0.0 N.A. N.A.

South End Of Bldg 60' Out IlluminanceFc 0.51 1.8 0.0 N.A. N.A.

Trailer Paved Areas & Drive IlluminanceFc 1.50 4.4 0.1 15.00 44.00

Bottom Trailer Parking IlluminanceFc 1.58 4.4 0.3 5.27 14.67

Loop Rd IlluminanceFc 0.76 1.6 0.1 7.60 16.00

Top Trailer Parking IlluminanceFc 2.01 4.4 0.9 2.23 4.89

Truck Court (60' From Bldg) IlluminanceFc 2.19 4.4 0.9 2.43 4.89

SHEETSOF

DRAW

N BY:

ISSU

E D

ATE

SHEET SIZE

STAMP

REVISIONS

NO

CB14247-SITE-4

DRAW

IN

G N

UM

BER:

5855 KO

PETSKY D

R | IN

DIAN

APO

LIS, IN

46217

317-780-8350 | W

WW

.CBM

CIN

C.CO

M

BYDATE

SCALE:

Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating

Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARY TO CBMC LIGHTING SOLUTIONS. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITE AND

INCORPORATES CALCULATIONS BASED ON DATA AVAILABLE FROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THIS DOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTS FROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THE ORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION) WITHOUT THE WRITTEN PERMISSION

OF CBMC LIGHTING SOLUTIONS. THE CONTENTS OF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF CBMC LIGHTING SOLUTIONS. Copyright © 2018 CBMC Lighting Solutions All rights reserved.

PHOTOMETRIC NOTES

MOUNTING HEIGHT 30'

LIGHT LOSS FACTOR 0.90

REFLECTANCES --

FOOTCANDLES

CALCULATED AT

@ GRADE

SJM

1/15/19

ARCH Full Bleed D

(24.00 X 36.00 Inches)

1" = 60'

--

SITE LAYO

UT

DRG

Plainfield Spec Building

9500 E. County Rd. 200 S.,

Plainfield, IN

46168

National Lighting Vendor:

For pricing and technical assistance contact:

Russ Miller of CBMC INC, tel# 317-697-7510,

rmiller@cbmcinc.com

NNNN

SP76449500 E. County Road 200 S, Plainfield, IN 46168

DRG Plainfield Spec Building PROPOSED RENDERINGA.2

SCALE : AS NOTED 12.21.2018

39

' - 6

"

PAINTED PRECAST CONCRETE PANELS WITH REVEALS

DOCK DOORS WITH SEALS AND LEVELERS

KNOCK-OUT PANELS

MANDOOR & STAIR

CLERESTORY WINDOW

BUILDING FFELEV. 813.5'

39

' - 6

"

40

' - 0

"

PAINTED PRECAST CONCRETE PANELS WITH REVEALS

INSULATED GLAZINGIN ALUM FRAMES

BUILDING FFELEV. 813.5'

BUILDING FFELEV. 813.5'

PAINTED PRECAST CONCRETE PANELS WITH REVEALS

INSULATED GLAZINGIN ALUM FRAMES

CLERESTORY WINDOWS

40

' - 0

"

39

' - 6

"

BUILDING FFELEV. 813.5'

PAINTED PRECAST CONCRETE PANELS WITH REVEALS

FUTURE INSULATED GLAZINGIN ALUM FRAMES

INSULATED GLAZINGIN ALUM FRAMES

ENTRANCE CANOPY

CLERESTORY WINDOW

40

' - 0

"

FUTURE ENTRY. FEATURETO BE PAINTED AT INITIAL BUILD

155' - 0"

BUILDING FFELEV. 813.5'

ROAD ELEV808.39'

6'-0" EYE LEVEL

LINE OF SIGHT

MECHANICAL UNIT (8'-0" HIGH)

BENJAMIN MOORE - 2125-60 - MARILYN'S DRESS

BENJAMIN MOORE - 2125-50 - SWEET INNOCENCE

BENJAMIN MOORE - 2120-40 - SMOKE GRAY

BENJAMIN MOORE - 2120-50 - SILVER SPRING

PAINT LEGEND

NORTH ELEVATION

EAST ELEVATION

SOUTH ELEVATION

WEST ELEVATION

11,784 SF 11,199 SF 2125-60 : 8,014 SF

2120-50 : 1,777 SF

Remain : 1,408 SF

48,633 SF 45,991 SF

11,784 SF 10,944 SF

44,016 SF 41,480 SF

71.6%

TOTALAREA

AREA EXCLUDINGWINDOWS, DOORS,ROOFING & SOFFITS

AREA OF EXTERIOR BUILDING MATERIALS OR COLORS USES

% OF AREA OF EACH QUALIFY-ING EXTERIOR MATERIAL

15.8%

12.6%

2125-60 : 39,683 SF

2120-40 : 6,308 SF

86.3%

13.7%

2125-60 : 7,834 SF

2120-50 : 1,702 SF

Remain : 1,408 SF 12.6%

71.6%

15.8%

2125-60 : 30,812 SF

2120-50 : 5,686 SF

Remain : 4,982 SF

74.2%

13.8%

12.0%

NOTE : CALUCULATIONS INCLUDE FUTURE CENTER ENTRY

NNNN

SP76449500 E. County Road 200 S, Plainfield, IN 46168

DRG Plainfield Spec Building

1" = 40'-0"4

East Elev

1" = 40'-0"2

North Elevation

1" = 40'-0"3

South Elev

1" = 40'-0"1

West Elev

1" = 40'-0"5

Line of Sight

PROPOSED ELEVATIONSA.1

SCALE : AS NOTED 01.14.2019

3'-0"

*SEE STRUCT.

6'-0"

3'-0"

*SEE STRUCT.

7'-4"

6'-0"

14'-8"

6'-0"

3'-0"

*SEE STRUCT.

14'-8"

9"

6"

6"

1'-6"

9"

6"

7'-4"

14'-7 5/8"

7'-4"

13'-4 3/8" CLEAR

6'-8 3/8" CLEAR

6"

6"

6"

5'-0" 5'-0"

10'-0"

7'-4"

5'-0"

14'-8"

19'-8"

27'-0"

2'-0"

2'-0"

CONC FOOTING,

SEE STRUCT DRAWINGS

CONC SLAB,

SEE STRUCT DRAWINGS

CONC FOOTING,

SEE STRUCT DRAWINGS

CONC SLAB,

SEE STRUCT DRAWINGS

CONC FOOTING,

SEE STRUCT DRAWINGS

CONC SLAB,

SEE STRUCT DRAWINGS

CANE BOLTS

1 TRASH ENCLOSURE - PLAN

2 ELEVATION - BACK WALL OF TRASH ENCLOSURE 3 ELEVATION - SIDE WALL OF TRASH ENCLOSURE 4 ELEVATION - FRONT GATES OF TRASH ENCLOSURE

A1.2.1 SCALE: 3/8" = 1'-0"

A.3 SCALE: 3/8" = 1'-0" A.3 SCALE: 3/8" = 1'-0" A.3 SCALE: 3/8" = 1'-0"

A.33 A.3

3

A.3

4

A.3

2

PREFINISHED

METAL COPING

6" DIA. PIPE

BOLLARD

FINISH GRADE,

SEE CIVIL

CEDAR SLAT FENCE

ON METAL FRAME

PAINTED 8" CMU

PREFINISHED

METAL COPING

PREFINISHED METAL

COPING

TYP. 6" DIA. BOLLARD,

STEEL POST TO

MATCH METAL GATES

STEEL POST TO

MATCH METAL GATES

SIMILAR,

OPP.

HAND

TYP. 6" DIA. BOLLARD,

TYP. 6" DIA. BOLLARD,

PAINTED 8" CMU

CEDAR SLAT FENCE ON

METAL FRAME

& CANE BOLTS

CONC. SLAB,

SEE STRUCTURAL FOR SLAB THICKNESS

STEEL POST TO MATCH

METAL GATES

CJ

EJ

CJ

CJ

CJ

CJ

CJ

CJ

SLOPE CONC.

CONC. SLAB,

SEE CIVIL FOR SLAB THICKNESS

CANE BOLT HOLES FOR

OPEN POSITION

CANE BOLT HOLES FOR

CLOSED POSITION

PAINTED CMU TO

MATCH BUILDING

PAINTED CMU TO

MATCH BUILDING

NNNN

SP76449500 E. County Road 200 S, Plainfield, IN 46168

DRG Plainfield Spec Building PROPOSED ENCLOSUREA.3

SCALE : AS NOTED 01.16.2019