TRAILSIDE WOODS SUBDIVISION - Noblesville, Indiana · trailside woods subdivision noblesville,...

SLATER RIDGE RESIDENTIAL

SUBDIVISION

PE

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OK

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RT

H

STATE ROAD 32 / WESTFIELD RD (INDOT)

2

3

5

6 8 11

1

107

4

9

13

12

FUTURE MIDLAND TRACE TRAIL MULTI-PURPOSE PATH

27

25

17

39

24

33

32

14

38

41

28

35

16

22

19

29

26

18

31

15

37

40

34

30

36

20

21

23

POND #2

POND #1

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NOTES:

1. REFER TO PRELIMINARY GRADING PLAN FOR EXISTING AND PROPOSED

CONTOURS, PRELIMINARY UTILITY PLAN FOR EXISTING AND PROPOSED UTILITIES

AND DRAINS, AND PRELIMINARY SITE IMPROVEMENTS PLAN FOR EXISTING AND

PROPOSED SITE IMPROVEMENTS.

2. ALL OWNERSHIP AND PARCEL INFORMATION, INCLUDING THE CALCULATED LOT

METES AND BOUNDS, ARE BASED ON BEST AVAILABLE DATA OR FROM THE

HAMILTON COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) AND IS BELIEVED TO

BE CURRENT AS OF THE DATE OF THESE PLANS.

3. ALL DESIGN INFORMATION WITHIN THIS ENTIRE PLAN SET IS THE PROPERTY OF

HAMILTON ENGINEERING, LLC AND MAY NOT BE USED WITHOUT PRIOR WRITTEN

CONSENT.

PRELIMINARY DEVELOPMENT PLANS

TRAILSIDE WOODS SUBDIVISION

NOBLESVILLE, INDIANA

R3/PD ZONING

LOCATION MAP - 1" = 0.5 MILE

SR 32 - WESTFIELD RD

US

31

PROJECT

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WESTFIELD

NOBLESVILLE

169TH ST

161ST ST

191ST ST

FEMA FLOOD MAP 18057C0137G

(NO MAPPED FLOODPLAIN ON SITE)

1" = 500'

NRCS WEB SOIL SURVEY

1" = 300'

Br Brookston Silty Clay Loam

CrA Crosby Silt Loam

MmB2 Miami Silt Loam

MmC2 Miami Silt Loam

Or Orthents

CITY OF NOBLESVILLE ZONING MAP

1" = 1,000'

NATIONAL WETLAND INVENTORY MAP

(NO MAPPED WETLANDS ON-SITE)

1" = 300'

INDEX

C100 COVER SHEET

C101 PRELIMINARY DEVELOPMENT PLAN

C102 PRELIMINARY SITE IMPROVEMENTS PLAN

C103 PRELIMINARY DEMOLITION AND TREE PRESERVATION PLAN

C104 PRELIMINARY GRADING PLAN

C105 PRELIMINARY STORMWATER POLLUTION PREVENTION PLAN

C106 PRELIMINARY UTILITY PLAN

C107 PRELIMINARY STATE ROAD 32 IMPROVEMENTS PLAN

C108 PRELIMINARY LANDSCAPE PLAN

TYPE

CABLE

GAS

ELECTRIC

TELEPHONE

WATER

LEGAL DRAIN

WASTEWATER

COMPANY

COMCAST

VECTREN

DUKE

AT&T

CITIZENS WATER

HAMILTON COUNTY SURVEYOR

CITY OF NOBLESVILLE

CONTACT

TOM SPENCER

JOSH LOEWEN

CINDY ROWLAND

BRIAN CRAVENS

CHRIS BRUMFIELD

STEVE CASH

RAY THOMPSON

PHONE NO.

317-752-9426

317-776-5574

317-776-5341

317-252-5003

317-263-6382

317-776-8495

317-776-6364

UTILITIES

CALL BEFORE YOU DIG! IT'S THE LAW. 1-800-382-5544, CALL 2 WORKING DAYS PRIOR TO COMMENCING EXCAVATION WORK

LEGAL DESCRIPTION

A PART OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 4 EAST, DESCRIBED AS FOLLOWS:

BEGIN AT THE IRON STAKE 250.0 FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNHIP 18 NORTH, RANGE 4 EAST; THENCESOUTH 790.0 FEET ON AND ALONG THE EAST LINE OF SAID NORTHWEST SECTION TO A POINT ON THE NORTH RIGHT-OF-WAY OF THE CENTRAL INDIANA RAILROAD;THENCE WEST 1200.00 FEET ON AND ALONG THE SAID R/W LINE TO A POINT; THENCE NORTH 1013.0 FEET ON A LINE TO THE INTERSECTION WITH THE NORTH LINE OFTHE SAID NORTHWEST QUARTER SECTION; THENCE EAST 91.7 FEET ON AND ALONG THE NORTH LINE OF THE SAID NORTHWEST QUARTER SECTION TO A POINT 1100.0FEET WEST OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 4 EAST; THENCE SOUTH 250.0 FEET ON A LINEPARALLEL WITH THE EAST LINE OF SAID QUARTER SECTION TO AN IRON STAKE; THENCE EAST 1100.0 FEET ON A LINE PARALLEL TO THE NORTH LINE OF SAID QUARTERSECTION TO THE PLACE OF BEGINNING, CONTAINING 21.8 ACRES, MORE OR LESS.

EXCEPTING THEREFROM:

A PART OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDAIAN AND BEING THAT PART OF THE OWNERS'LAND LYING WITHIN THE RIGHT OF WAY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 89DEGREES 35 MINUTES 43 SECTIONS WEST 46.551 METERS (152.73 FEET) ALONG THE NORTH LINE OF SAID SECTION TO THE SOUTHEAST CORNER OF THE SOUTHWESTQUARTER OF SECTION 33, TOWNSHIP 19 NORTH, RANGE 4 EAST; THENCE SOUTH 89 DEGREES 18 MINUTES 31 SECTIONS WEST 314.678 METERS (1,032.41 FEET) ALONGTHE NORTH LINE OF SAID NORTHWEST QUARTER TO THE NORTHWEST CORNER OF THE OWNERS' LAND; THENCE SOUTH 0 DEGREES 18 MINUTES 22 SECONDS WEST15.392 METERS (50.50 FEET) ALONG THE WEST LINE OF THE OWNERS' LAND TO THE SOUTH BOUNDARY OF S.R. 32 AND THE POINT OF BEGINNING OF THISDESCRPTION; THENCE NORTH 89 DEGREES 20 MINUTES 01 SECONDS EAST 26.044 METERS (85.45 FEET) ALONG THE BOUNDARY OF SAID S.R. 32 TO THE EAST LINE OFTHE OWNERS' LAND; THENCE SOUTH 0 DEGREES 02 MINUTES 50 SECONDS EAST 2.760 METERS (9.06 FEET) ALONG SAID EAST LINE; THENCE SOUTH 89 DEGREES 20MINUTES 01 SECOND WEST 26.061 METERS (85.50 FEET) TO THE WEST LINE OF THE OWNERS' LAND; THENCE NORTH 0 DEGREES 18 MINUTES 22 SECONDS EAST 2.760METERS (9.06 FEET) ALONG SAID WEST LINE TO THE POINT OF BEGINNING AND CONTAINING 0.0072 HECTARE (0.018 ACRES), MORE OR LESS.

PARCEL ADDRESS: 3245 WESTFIELD RD

NOBLESVILLE, IN 46062

PARCEL NUMBER: 10-10-04-00-00-003.000

PARCEL ACREAGE: 21.78 ACRES

CURRENT OWNER: WILLIAM AND JENNIFER LEHMAN

16850 GLEN COURT

WESTFIELD, IN 46062

CURRENT USE: VACANT (FORMERLY SINGLE FAMILY/AGRICULTURAL)

CURRENT ZONING: R1

PROPOSED ZONING: R3/PD

THERE ARE CURRENTLY NO REGULATED DRAINS ON THE SITE

THERE ARE CURRENTLY NO KNOWN WETLANDS ON THE SITE

THE SITE IS NOT LOCATIONS IN A SPECIAL FLOOD HAZARD AREA

(FLOODPLAIN OR FLOODWAY)

Parcel #: 10-10-04-00-00-027.000

Owner: M I Homes of Indiana LP

Use: Single Family Residential Subdivision

(No Homes Constructed Yet)

Parcel #: 10-10-04-00-13-020.000

Ow

ner: M

I H

om

es of Indiana LP

Use: S

ingle F

am

ily R

esidential

(N

o H

om

e C

onstructed Y

et)

Parcel #: 10-10-04-00-13-019.000

Ow

ner: M

I H

om

es of Indiana LP

Use: S

ingle F

am

ily R

esidential

(N

o H

om

e C

onstructed Y

et)

Parcel #: 10-10-04-00-13-018.000

Ow

ner: M

I H

om

es of Indiana LP

Use: S

ingle F

am

ily R

esidential

(N

o H

om

e C

onstructed Y

et)

Parcel #: 10-10-04-00-13-017.000

Ow

ner: M

I H

om

es of Indiana LP

Use: S

ingle F

am

ily R

esidential

(N

o H

om

e C

onstructed Y

et)

Parcel #: 10-10-04-00-00-002.000

Deeded O

wner: V

aw

ter, K

eith A

&

Janet A

&

Michael P

&

M

arsha M

M

cM

illen JT

Use: V

acant Lot

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 11-10-04-00-00-004.000

Owner: Noblesville Schools

Use: Public Recreation

Parcel #: 110-10-04-00-00-028.000

Deeded Owner: City of Noblesville

Use: Vacant (Future Midland Trace Recreational Trail)

Parcel #: 11-10-04-00-00-004.003

Deeded O

wner: N

oblesville W

est S

chool B

uilding C

orp

Use: E

lem

entary S

chool

Parcel #: 110-10-04-00-00-029.001

Deeded Owner: City of Noblesville

Use: Vacant (Future Midland Trace Recreational Trail)

Parcel #: 11-10-04-00-00-004.000

Ow

ner: N

oblesville S

chools

Use: V

acant P

arcel

Parcel #: 10-10-04-01-03-001.000

Deeded O

wner: F

raze, T

im

othy J

Use: S

ingle F

am

ily R

esidential &

Com

merical (D

og T

raining)

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-002.000

Deeded O

wner: C

arey, W

illiam

Edgar &

S

arah E

lese

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-003.000

Deeded O

wner: T

rum

p,

Sam

my J &

V

iolet L

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-004.000

Deeded O

wner: C

ornelius, B

ruce Jr

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-005.000

Deeded O

wner: Lam

bert,

Alan W

&

C

harlene F

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-006.000

Deeded O

wner: W

aggoner, O

rval C

Trustee of O

rval C

W

aggoner

Revocable T

rust

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-007.000

Deeded O

wner: C

olem

an, M

ary M

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-008.000

Deeded O

wner: S

utton, R

ichard

& V

irginia R

uth

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-009.000

Deeded O

wner: W

alker,

Annie &

B

rent E

Use: S

ingle F

am

ily R

esidential

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-010.000

Deeded O

wner: Y

un, Li

Use: V

acant P

arcel

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-10-04-01-03-010.000

Deeded O

wner: Y

un, Li

Use: V

acant P

arcel

(U

n-Incorporated H

am

ilton C

ounty)

Parcel #: 10-06-33-00-00-010.000

Deeded Owner: Curts, Thelma

Use: Agricultural

(Un-Incorporated Hamilton County)

Parcel #: 11-06-33-00-00-002.000

Deeded Owner: Palmer Properties LLC

Use: Residential Subdivision Common Area

EMERALD VILLAGE AT PEBBLE BEACH

TOTAL SITE AREA

STORMWATER DETENTION (HWL)

STATE ROAD 32 ROW

LEGAL DRAIN EASEMENT

NET SITE AREA

TOTAL NUMBER OF LOTS

NET DENSITY

COMMON AREA (OPEN SPACE)

GROSS OPEN SPACE %

NET OPEN SPACE %

21.78 AC +/-

2.27 AC +/-

0.10 AC +/-

0.19 AC +/-

16.36 AC +/-

41

2.5 LOTS/ACRE

8.04 AC +/-

36.9%

30.0%

PROJECT SUMMARY

RED OAK DRIVE: 58.0' ROW 1,388.56 LF

HACKBERRY COURT: 54.0' ROW 371.37 LF

NATCHEZ COURT: 54.0' ROW 367.72

TOTAL NEW ROW: 2,127.65 LF

0.40 MILES

3.04 AC

PROPOSED LOT INFORMATION:

ZONING: R3/PD

WIDTH: VARIES FROM 75' - 90' (MEASURED AT B.L.)

LOT AREA: VARIES FROM 9,439 SF TO 16,494 SF

FRONT YARD SETBACK / BUILDING LINE: 30'

SIDE YARD SETBACK: 5' (20' AGGREGATE)

REAR YARD SETBACK: 20'

MINIMUM HOME SIZE: 2,200 SF

MAXIMUM LOT COVERAGE: 35%

jyelton

Draft Print

SLATER RIDGE RESIDENTIAL SUBDIVISION (UNDER CONSTRUCTION)

PE

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2

6

STATE ROAD 32 / WESTFIELD RD

12,609 SF

9,916 SF

3

9,600SF

9,971 SF

5

9,600 SF

8 11

9,600 SF

10,077 SF

1

10,024 SF

107

9,439 SF9,587 SF

4

9,600 SF

9

13

12

12,794 SF9,600 SF

9,600 SF

27

14,772 SF

12,483 SF

12,008 SF

12,330 SF

25

UTILITY EASEMENT

COMMON AREA

RIGHT OF WAY

12,707 SF

LEGEND

BUILDING LINE

DRAINAGE EASEMENT

9,514 SF

9,600 SF

16,400 SF

PUBLIC ACCESS EASEMENT

17

39

24

33

32

14

9,600 SF

38

41

28

35

9,600 SF

9,600 SF

16

22

19

12,080 SF

16,494 SF

14,366 SF

29

11,628 SF

26

12,585 SF

18

31

12,001 SF

15

37

40

34

9,600 SF

30

12,080 SF

36

11,602 SF

20

9,600 SF

10,129 SF

21

9,600 SF

9,512 SF

9,592 SF

9,600 SF

15,341 SF

23

1

5

'

D

&

U

E

15' D&U E

15' D&U E

3

0

'

B

.

L

.

30' B.L.

15' D&U E

15

' D

&U

E

15

' D

&U

E

15

' D

&U

E

15

' D

&U

E

15

' D

&U

E

15

' D

&U

E

15' D&U E 15' D&U E

15' D&U E15' D&U E

15' D&U E

15' D&U E

1

5

' D

&

U

E

15

' D

&U

E

15

' D

&U

E

15

' D

&U

E

15

' D

&U

E

15' D&U E

30' B.L.

3

0

' B

.L

.

3

0

' B

.L

.

30' B

.L.

30' B

.L.

30' B.L.

30

' B

.L

.

30' B

.L.

30 B

.L.

30' B

.L.

30' B

.L.

30' B

.L.

3

0

'

B

.

L

.

30' B

.L.

3

0

'

B

.

L

.

POND #2

10,552 SF

17,702 SF (AT HWL)

C.A

.#

2 5

,0

84

S

F

1

7

3

.

3

6

'

84.59'

125.77' S 6°07'58" E

EA

ST

LIN

E O

F T

HE

N

OR

TH

WE

ST

Q

UA

RT

ER

S

EC

4-T

18N

-R

4E

790.00' R 785.88'C S 0°12'10" W C

IRON STAKE

NE CORNER

NW QUARTER

SEC 4-T18N-R 4E

BRASS PLUG FD

NORTH R/W LINE OF FORMER CENTRAL INDIANA RAILROAD 1,200.00' R 1,197.50'C S 89°34'51" E C

RE

D O

AK

D

RIV

E

1

8

6

.

6

5

'

N

6

8

°

5

8

'4

1

"

E

L

=

2

9

1

.2

0

' R

=

1

5

0

.0

'

50.0'

50.0'

50.0'

36.0'

ROW

3

3

.9

6

'

6

2

.

6

0

'

1

2

0

.

0

0

'

S

2

1

°

0

1

'1

9

"

E

1

2

0

.

0

0

'

S

2

1

°

0

1

'1

9

"

E

1

2

0

.0

0

' S

1

3

°

3

3

'3

2

" E

120.00' S 5°19'21" E

67.87'

120.00' S 0°24'53" E

120.00' S 0°24'53" E

120.00' S 0°24'53" E

120.00' S 0°24'53" E

120.00' S 0°24'53" E

80.00' 80.00' 80.00' 80.00' 35.47'

3

3

.

3

7

'

2

5

.

0

'

R

1

8

.

8

0

'

100.87' S 0°24'53" E

50.0'

50.0'

37

.6

3'

S 0°12'10" W

135.91' S 0°12'10" W

RED OAK DRIVE

HA

CK

BE

RR

Y C

OU

RT

NA

TC

HE

Z C

OU

RT

4

4

.

3

9

1

3

7

.

7

3

'

N

5

3

°

1

8

'

1

1

"

E

57.35'

2

5

.

0

'R

1

8

.

7

2

'

7

.

1

9

'

80.00'

80

.0

0'

2

5

.

0

'R

5

.

7

5

'

2

5

.

0

'

R

2

6

.

0

0

'

57

.8

4'

80

.0

0'

20.0'

2

5

.

0

'

R

3

9

.

4

9

80.00'

80.00'

70.78'71.23'

2

5

.

0

'

R

3

9

.

0

5

'

109.06'

2

5

.

0

'

R

2

4

.

6

0

'

2

5

.

0

'

R

5

.

2

4

'

20.0'

80.9

1''

3

0

.4

5

'

POND #1

59,091 SF

81,020 SF (AT HWL)

54.0'

54.0'

54.0'

R46.0'

R51.0'

R51.0'

APPROX EAST LINE OF APPARENT

REGULATED DRAIN EASEMENT

(75' FROM CENTERLINE OF FRED

HINES DRAIN - 14" DIA DRAIN TILE)

HA

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VACANT

PARCEL

(UN-INCOPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

VACANT

PARCEL

(UN-INCOPORATED)

VA

CA

NT

P

AR

CE

L (U

N-IN

CO

PO

RA

TE

D)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

SINGLE

FAMILY

HOME

(UNINCORPORATED)

HA

ZE

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ELL E

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ME

NT

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OO

L

U.E.

C.A.

ROW

B.L.

D.E.

P.A.E.

PR

ELIM

IN

AR

Y D

EV

ELO

PM

EN

T P

LA

N

TR

AILS

ID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BLE

SV

ILLE

, IN

DIA

NA

SEE PRELIMINARY GRADING PLAN FOR

EXISTING AND PROPOSED CONTOURS,

PRELIMINARY UTILITY PLAN FOR EXISTING

AND PROPOSED UTILITIES AND DRAINS,

AND PRELIMINARY SITE IMPROVEMENTS

PLAN FOR EXISTING AND PROPOSED SITE

IMPROVEMENTS.

PROPOSED LOT INFORMATION:

ZONING: R3/PD

WIDTH: 70' MIN (MEASURED AT B.L.)

FRONT YARD SETBACK: 30'

SIDE YARD SETBACK: 5' (20' AGGREGATE)

REAR YARD SETBACK: 20'

SEWER EASEMENTS.E.

2

0

'

D

.

U

.

&

S

.

E

.

2

0

'

D

.

U

.

&

S

.

E

.

20' D. U. & S. E.

20' D. U. & S. E.

2

0

' D

. U

. &

S

. E

.

20' D

. U

. &

S

. E

.

20' D

. U

. &

S

. E

.

2

0

'

D

.

U

.

&

S

.

E

.

20' D

. U

. &

S

. E

.

2

0

'

D

.

U

.

&

S

.

E

.

2

0

' D

. U

. &

S

. E

.

20' D

. U

. &

S

. E

.20' D

. U

. &

S

. E

.

2

0

'

D

.

U

.

&

S

.

E

.

20' D

. U

. &

S

. E

.

20' D

. U

. &

S

. E

.20' D

. U

. &

S

. E

.

20' D. U. & S. E.

20' D

. U

. &

S

. E

.

5

6

.

7

7

'

3

0

'

B

.

L

.

10

' S

.E

.

10

' S

.E

.

15

' D

&U

E

80.00'

20.0'

10.0'

109.06'

80.00'

50.0'


PE

BB

LE

B

RO

OK

B

LV

D

NO

RT

H

5

9,971 SF


9,600SF

2

9,600 SF

11

3

12,609 SF

(31% LARGER

THAN BASE LOT)

9,600 SF

9,916 SF

6

1

8

10,077 SF

10,024 SF

10

9,439 SF

9

9,587 SF

7

4

13

12

9,600 SF 9,600 SF 12,794 SF

FUTURE MIDLAND TRACE TRAIL MULTI-PURPOSE PATH (UN-INCOROPORATED)

27

9,600 SF

14,772 SF

12, 483 SF

(30% LARGER

THAN BASE LOT)

12,008 SF

12,330 SF

25

39

12,707 SF

(32% LARGER

THAN BASE LOT)

16,400 SF

9,600 SF

9,514 SF

17

33

24

9,600 SF

14

32

38

41

28

35

9,600 SF

9,600 SF

19

16

14,366 SF

22

12,080 SF

29

16,494 SF

26

11,628 SF

12,585 SF

(31% LARGER

THAN BASE LOT)

18

31

15

12,001 SF

37

40

34

9,600 SF

30

12,080 SF

36

11,602 SF

20

9,600 SF

10,129 SF

21

9,600 SF

9,600 SF

9,592 SF

9,600 SF

15,341 SF

23

30' B.L.

50

' L

AN

DS

CA

PE

B

UF

FE

R

30' B.L.

1

0

'

D

&

U

E

3

0

' B

.L

.

3

0

'

B

L

3

0

'

B

.

L

.

30

' B

.L

.

30

' B

.L

.

30

' B

.L

.

30' B.L.

30

' B

.L

.

30

' B

.L

.

30

' B

.L

.

30' B.L.

3

0

' B

.L

.3

0' B

.L

.3

0' B

.L

.

30

' B

.L

.

30

' B

.L

.

3

0

'

B

.

L

.

POND #2

NATURALIZED FLAT=BOTTOM

RAIN GARDEN / STORMWATER POND

C.A

.#

2 3

,4

37

S

F

IRON STAKE

PROPOSED

SUBDIVISION

MONUMENT SIGN

RE

D O

AK

D

RIV

E

50.0'

50.0'

50.0'

36.0'

ROW

50.0'

HA

CK

BE

RR

Y C

OU

RT

RED OAK DRIVE

NA

TC

HE

Z C

OU

RT

10.0'

20.0'20.0'

20.0'

50.0'

POND #1

NATURALIZED DETENTION BASIN

59,091 SF

81,020 SF (AT HWL)

54.0'ROW

54.0'

54.0'

54.0'

R46.0'

R51.0'

R51.0'

HA

ZE

L D

ELL E

LE

ME

NT

AR

Y S

CH

OO

L

VA

CA

NT

P

AR

CE

L (U

N-IN

CO

PO

RA

TE

D)

HA

ZE

L D

ELL E

LE

ME

NT

AR

Y S

CH

OO

L

PR

ELIM

IN

AR

Y S

IT

E IM

PR

OV

EM

EN

TS

P

LA

N

TR

AILS

ID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BLE

SV

ILLE

, IN

DIA

NA

TYPE II

C&G

PROPOSED DECORATIVE

LIGHT POLE

OPEN WATER

42" CRUSHED

STONE WALKING

PATH

4' CONCRETE

SIDEWALK 1'

FROM LOT LINE, TYP

4' CONCRETE

SIDEWALK 1'

FROM LOT LINE, TYP

6' PARKWAY, TYP

R40.0'

R284'R25.0'

R25.0'

R25.0'

R25.0'

R35.0'

R40.0'

R25.0'

10' +/-

4' PCC SIDEWALK AT

STATE ROAD 32 (SEE

SHEET C108)

SEE STATE ROAD 32 IMPROVEMENTS

PLAN FOR ADDITIONAL DETAIL (SHEET C108)

PROPOSED 8' ASPHALT

PUBLIC PATH (ALIGNMENT

MAY SHIFT TO AVOID IMPACTS

TO EXISTING TREES)

PROPOSED 8' ASPHALT

PUBLIC PATH

PROPOSED 8' ASPHALT

PUBLIC PATH

PROPOSED 8' ASPHALT

PUBLIC PATH TO CONNECT

TO FUTURE MIDLAND TRACE TRAIL

ROW

CONNECT TO

MIDLAND TRACE TRAIL

WITH HMA PAVEMENT

ON TRAIL PROPERTY (19' LONG)

CONNECT TO

MIDLAND TRACE TRAIL

WITH HMA PAVEMENT

ON TRAIL PROPERTY (19' LONG)

42" CRUSHED

STONE WALKING

PATH

50' LANDSCAPE BUFFER

50' LANDSCAPE BUFFER

42" CRUSHED

STONE WALKING

PATH

42" CRUSHED

STONE WALKING

PATH

6' PARKWAY, TYP

6' PARKWAY, TYP

6' PARKWAY, TYP

PROPOSED

CURB RAMP, TYP

PROPOSED

CURB RAMP, TYP

TYPE I

C&G, TYP

TYPE II

C&G

32.0'

START

TYPE I

C&G

32.0'

B-B

B-B

32.0'

B-B

R40.0'

PROPOSED DECORATIVE

LIGHT POLE

PROPOSED DECORATIVE

LIGHT POLE

PROPOSED DECORATIVE

LIGHT POLE

32.0'

4' CONCRETE

SIDEWALK

TO PROPERTY LINE

1

0

'

D

&

U

E

R316'

RAIN GARDEN

50

' L

AN

DS

CA

PE

B

UF

FE

R

R25.0'

R166.0'

CL = R150'

NO

RT

H

PR

EL

IM

IN

AR

Y D

EM

OL

IT

IO

N A

ND

T

RE

E P

RE

SE

RV

AT

IO

N P

LA

N

TR

AIL

SID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BL

ES

VIL

LE

, IN

DIA

NA

PROTECT EXISTING

UTILITY POLE

<-STM

REMOVE EXISTING

21" RCP CULVERT

UP TO FIRST CLEAN JOINT

REMOVE EXISTING

CONCRETE

DRIVEWAY

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

RELOCATE 15 EXISTING

TREES (IF POSSIBLE)

REFER TO PRELIMINARY

LANDSCAPE PLAN

INSTALL ORANGE SNOW

FENCE AROUND TREES

TO REMAIN IN PLACE AT

DRIP LINE OR

CONSTRUCTION LIMITS

INSTALL ORANGE SNOW

FENCE AROUND TREES


DRIP LINE OR

CONSTRUCTION LIMITS

INSTALL ORANGE SNOW

FENCE AROUND TREES


DRIP LINE

APPROXIMATE DRIP LINE

OF EXISTING CLUSTER

OF TREES

INSTALL ORANGE SNOW

FENCE AROUND TREES


DRIP LINE OR

CONSTRUCTION LIMITS

INSTALL ORANGE SNOW

FENCE AROUND TREES


DRIP LINE OR

CONSTRUCTION LIMITS

CLEAR ALL VEGETATION

IN THIS AREA


IN THIS AREA


IN THIS AREA

10.0+/- ACRES EXISTING

WOODED AREA

APPROXIMATELY 4.7

ACRES TO BE CLEARED

10.0+/- ACRES EXISTING

WOODED AREA

APPROXIMATELY 4.7

ACRES TO BE CLEARED

RELOCATE EXISTING TREES

GREATER THAN 3" DIAMETER

(IF POSSIBLE) REFER TO

PRELIMINARY LANDSCAPE PLAN









X

X

NO

RT

H

<-S

TM

<-STM

<-STM

PR

ELIM

IN

AR

Y G

RA

DIN

G P

LA

N

TR

AILS

ID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BLE

SV

ILLE

, IN

DIA

NA

MIDLAND TRACE TRAIL (12' HMA PATH)

WESTFIELD RD / SR 32 (INDOT)

8

4

0

INFILTRATION BASIN

BOTTOM 836.70

HWL 840.00

P

E

B

B

L

E

B

R

O

O

K

B

L

V

D

50' LA

ND

SC

AP

ED

B

UF

FE

R

MICRO-POOL

NWL 835.70

HWL

FOREBAY

NWL 836.50

>

>

8

4

2

8

4

3

8

4

2

8

4

1

8

4

0

8

4

4

8

4

2

EXTENDED

DETENTION BASIN

HWL 840.00

POND CONTOURS WILL

BE DESIGNED AS

PART OF FINAL DESIGN

8

3

9

841

8

4

1

8

4

0

8

4

2

8

4

3

8

4

2

8

4

1

8

4

2

8

4

1

8

4

0

8

4

1

8

4

2

839

8

4

4

8

4

4

8

4

7

8

4

3

8

4

1

8

4

5

8

4

2

847

8

4

4

8

4

3

8

4

3

8

4

3

846

8

4

8

8

4

1

8

4

6

8

4

3

8

4

88

4

4

8

4

2

B

O

A

R

D

W

A

L

K

8

4

3

>

>

>

EX. 843.10

EX. 842.80

X X

X

G 842.20

X

G 840.10

W 840.80

X G 841.20

G 841.20

G 842.20

X840.20

843.80

X

8

4

4

.

6

5

X

W 845.20

X

842.80

X

X

840.50

840.50

842.80

X

844.00

>

>

>

>

> >

>

X845.40

X

842.70

X

842.50

X

844.40

X

842.90

X

845.30

X

847.00

X

844.50

X

847.80

X844.80

X

845.00

X

X

845.30

843.30

X

842.00

X

843.30

X

840.40

X

840.20

X842.75

X

842.25

X

842.50

X843.30

>

>

X

836.50

X

836.50

X

841.70

X

841.70

X

842.50

X

842.25

X

X

842.20

X

840.75

X

840.75

X

841.00

X

843.30

X

843.90

X

843.05

X

842.00

X

842.80

X

842.60

842.00

842.00

X

842.90

842.90

843.45

844.50

844.50

844.50

X

843.90

> >

>

X

X

X

843.45

843.45

X

840.40

X842.60

841.10

841.20843.30

843.50

843.10

844.50

841.40

842.80

843.80

>

844.00

845.30

845.80

>

844.20

840.40

842.00

842.80

841.00

840.90

REAR YARD SWALE - 2.0% SLOPE

REAR YARD SWALE - 2.0% SLOPE

843.35

844.00

843.70

844.30

843.10

842.80

842.60

844.20

FOREBAY

NWL 837.20

X

837.20

8' P

UB

LIC

H

MA

W

ALK

IN

G P

AT

H

P

I

L

O

T

C

H

A

N

N

E

L

-

0

.

5

%

S

L

O

P

E

,

1

2

"

D

E

E

P

X

840.80

X

836.70

X

836.70

X

835.70

X

845.30

X

844.20

X

X844.50

X

843

842

X

835.70

SEE SHEET C107

FOR ADDITIONAL

DETAILS AT STATE ROAD 32

X

836.70

X836.70

RAIN GARDEN

T/BANK 840.00

X

838.30

X

838.30

8

4

2

XG 837.00

W 840.60

842

EX. 839.50

X

841.90

840

8

4

2

8

4

2

8

4

2

8

4

4

844

842

>

X

842.20

8

4

4

X

X

845.00

845.10

842

844

8

4

4

8

4

4

8

4

2

844

842

8

4

2

>

8

4

2

8

4

2

8

4

2

8

4

4

844

OVERLAND

FLOOD

ROUTE

OVERLAND

FLOOD

ROUTE

OVERLAND

FLOOD

ROUTE

O

V

E

R

L

A

N

D

F

L

O

O

D

R

O

U

T

E

OVERLAND

FLOOD

ROUTE

OVERLAND

FLOOD

ROUTE

OVERLAND

FLOOD

ROUTE

838

NOTES:

LOWEST OPENINGS, TOP OF FOUNDATION, FINISH FLOOR

ELEVATIONS, ETC. WILL BE DETERMINED DURING FINAL

ENGINEERING IN ACCORDANCE WITH CITY OF NOBLESVILLE

ENGINEERING STANDARDS.

SEE CONCEPT STORMWATER REPORT FOR INFORMATION

ON PROPOSED DETENTION.

GRADING OF MAIN POND TO BE COMPLETE AS PART OF

FINAL ENGINEERING.

OFF-SITE DRAINAGE AREA TO BE ROUTED THROUGH

ON-SITE POND AND DETAINED.

EXISTING CONTOURS BASED ON LIDAR (NAVD 1988 DATUM)

FROM THE HAMILTON COUNTY GIS.

8

4

2

8

4

2

8

4

2

8

4

2

8

4

4

OFF-SITE DRAINAGE

AREA LIMITS

OFF-SITE DRAINAGE

AREA LIMITS

OFF-SITE DRAINAGE

AREA LIMITS

O

F

F

-

S

I

T

E

D

R

A

I

N

A

G

E

A

R

E

A

L

I

M

I

T

S

<-STM

W 842.80

X

844.20

842.00

840.40

840.40

>

8

4

2

842

X

X

W 845.20

844

843.35

NO

RT

H

<-S

TM

<-STM

<-STM

PR

EL

IM

IN

AR

Y S

TO

RM

AT

ER

P

OL

LU

TIO

N P

RE

VE

NT

IO

N P

LA

N

TR

AIL

SID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BL

ES

VIL

LE

, IN

DIA

NA

HWL

>

>

>

>

>

>

>

> >

>

>

>

>

CONCRETE

WASHOUT

STATION

24' x 100' STABILIZED

CONSTRUCTION ENTRANCE

POST RULE

5 PERMIT

INSTALL INLET

BASKET FILTERS

AT ALL OPEN GRATES, TYP

INSTALL INLET

BASKET FILTERS


INSTALL INLET

BASKET FILTERS


INSTALL INLET

BASKET FILTERS


CREATE TEMPORARY SEDIMENT

TRAP AT DETENTION BASIN. INSTALL

OVERFLOW RISER ON OUTLET.

CREATE TEMPORARY SEDIMENT

TRAP AT DETENTION BASIN. INSTALL

OVERFLOW RISER ON OUTLET.

INSTALL EROSION

CONTROL BLANKET ON

SIDE SLOPES 4:1 OR

STEEPER

INSTALL EROSION

CONTROL BLANKET ON

SIDE SLOPES 4:1 OR

STEEPER

TOPSOIL STOCKPILE

INSTALL DOUBLE ROW OF SILT

FENCE AROUND STOCKPILE

DOUBLE ROW OF SILT FENCE

PE

RIM

ET

ER

S

ILT

F

EN

CE

INSTALL SILT FENCE

AT PERIMETER EXCPET

IN WOODED AREAS

INSTALL SILT FENCE

AT PERIMETER EXCPET

IN WOODED AREAS

INSTALL SILT FENCE

AT PERIMETER EXCPET

IN WOODED AREAS

INSTALL INLET

PROTECTION AT ALL INLETS

NOTES:

FULL DETAILS AND SPECIFICATIONS WILL BE PROVIDED IN

FINAL ENGINEERING DOCUMENTS INCLUDING INSPECTION

PROCEDURES.

A RULE 5 PERMIT WILL BE REQUIRED.

<

-

S

A

N

<

-S

T

M

<

-S

T

M

NO

RT

H

<-STM

<-STM

<-STM


PR

ELIM

IN

AR

Y U

TILIT

Y P

LA

N

TR

AILS

ID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BLE

SV

ILLE

, IN

DIA

NA



HWL



SMH H

SMH G

SMH I

SMH C

SMH B

SMH A

256'-12" RCP

MH2

MH1

FES 3

72

'-1

2" R

CP

MH3

MH4

OCS-2 (4' DIA CB

WITH LOW FLOW AT

BOTTOM AND OPEN AT

HIGH WATER LEVEL)

FES 10

CB1 (72")

INL1

CB2 (60")

INL2

CB3 (60")

INL3

CB4

INL4

INL5

CB5 (60")

CB6 (60")

FES6FES7

CB7

INL6

INL11

INL12

CB8

80'-24" RCP

FES 4

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM<-STM

<-STM

<-STM<-STM

<-STM

INSTALL SANITARY SEWER FIRST.

PROVIDE 8' SPACING BETWEEN SEWERS.

W

W

<-S

AN

<-S

AN

<-S

AN

<-S

AN

<-S

AN

<-S

TM

INL7

W

W

W

W

W

W

NO

RT

H

<-S

TM

<-STM

W

W

WESTFIELD RD / SR 32 (INDOT)

EXISTING HYDRANT

EXTEND EXISTING 24" RCP CULVERT

ACROSS NEW ROAD

64'-24" RCP EXTENSION


EXISTING TREE TO REMAIN

NO

RT

H

1


2

3

5

6 8 11107

4

9

13

12

FUTURE MIDLAND TRACE TRAIL MULTI-PURPOSE PATH (UN-INCOROPORATED)

27

25

17

39

24

33

32

14

38

41

28

35

16

22

19

29

26

18

31

15

37

40

34

30

36

20

21

23

POND #2

NATURALIZED FLAT=BOTTOM

RAIN GARDEN / STORMWATER POND

PROPOSED SUBDIVISION MONUMENT SIGN

8' WIDE x 4' HIGH WOODEN SIGN

"TRAILSIDE WOODS SUBDIVISION

OF NOBLESVILLE"

RE

D O

AK

D

RIV

E

50.0'

50.0'

50.0'

50.0'

RED OAK DRIVE

HA

CK

BE

RR

Y C

OU

RT

NA

TC

HE

Z C

OU

RT

20.0'20.0'

20.0'

50.0'

POND #1


59,091 SF

81,020 SF (AT HWL)

HA

ZE

L D

ELL E

LE

ME

NT

AR

Y S

CH

OO

L

VA

CA

NT

P

AR

CE

L (U

N-IN

CO

PO

RA

TE

D)

PR

ELIM

IN

AR

Y LA

ND

SC

AP

E P

LA

N

TR

AILS

ID

E W

OO

DS

S

UB

DIV

IS

IO

N

NO

BLE

SV

ILLE

, IN

DIA

NA

PROPOSED 8' ASPHALT

PUBLIC PATH (ALIGNMENT

MAY SHIFT TO AVOID IMPACTS

TO EXISTING TREES)

EXISTING TREE TO

REMAIN

PROPOSED 8' ASPHALT

PUBLIC PATH

PROPOSED 8' ASPHALT

PUBLIC PATH TO CONNECT

TO FUTURE MIDLAND TRACE TRAIL

OPEN WATER

42" CRUSHED

STONE WALKING

PATH

42" CRUSHED

STONE WALKING

PATH

42" CRUSHED

STONE WALKING

PATH

42" CRUSHED

STONE WALKING

PATH TO CONNECT TO

MIDLAND TRACE TRAIL

42" CRUSHED

STONE WALKING

PATH

42" CRUSHED

STONE WALKING

PATH TO CONNECT TO

MIDLAND TRACE TRAIL

4' CONCRETE

SIDEWALK 1'

FROM LOT LINE, TYP

4' CONCRETE

SIDEWALK 1'

FROM LOT LINE, TYP

6' PARKWAY,

TYP (SOD)

6' PARKWAY,

TYP (SOD)

6' PARKWAY, TYP

6' PARKWAY, TYP

PROPOSED

CURB RAMP, TYP

4' CONCRETE

SIDEWALK

TO PROPERTY LINE

HWL

PROVIDE NATIVE MESIC

PLANTS ALONG EDGE

OF POND TO STABILZE

SHORELINE

CONSTRUCT SAFETY

SHELF WITH NATIVE

SHALLOW EMERGENT PLANTS

ALONG OPEN WATER AREAS


TO BE PLANTED WITH

NATIVE SEDGE MEADOW PLANTS,

PILOT CHANNELS AND FOREBAYS

WITH SHALLOW EMERGENT PLANTS

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SIGN DETAIL

WOOD SIGN

TWO ORNAMENTAL TREES

128 SF PLANTING BED

AROUND THE SIGN

(PERENNIAL FLOWERS AND SHRUBS)

LIMESTONE OUTCROPPING

STONES AT THE BASE OF THE SIGN

TURF

PLANT SPECIES TO BE DETERMINED

DURING FINAL DESIGN

S

S

S

S

S

S

S

S

S

S

S

S

S

INSTALL SOD IN THE

PARKWAY, TYP

INSTALL SOD IN THE

PARKWAY, TYP

INSTALL SOD IN THE

PARKWAY, TYP

S

S

S

S

S

S

S

S

S

S

SS

S

S

S

S

S S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S

SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

E

TRANSPLANTED TREE

T

NEW 6' HIGH EVERGREEN TREE

P

NEW 2.5 DBH STREET PARKWAY

TREES (SHADE TREE) - 96

PLANTED EVERY 40'-60'

S

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TRANSPLANT EXISTING TREES FROM BUILDING PAD AREAS

OF LOTS IN THE WOODED AREA. PLANT 3 TREES PER 100

FEET IN THE BUFFER. STAGGER TREES.

PLANT 33 SHRUBS (MIX OF EVERGREEN AND DECIDUOUS)

EVERY 100' WITHIN THE 50' LANDSCAPE BUFFER). MINIMUM

24" PLANTING.

TRANSPLANT EXISTING TREES FROM BUILDING PAD AREAS

OF LOTS IN THE WOODED AREA. PLANT 3 TREES PER 100

FEET IN THE BUFFER. STAGGER TREES.



24" PLANTING.

T

T

T

T

T

T

T

T

T

T

P

P

P

T



24" PLANTING.

PLANT SPECIES TO BE DETERMINED

DURING FINAL DESIGN.

RAIN GARDENS TO BE PLANTED WITH A

MIXTURE OF SHRUBS, WILDFLOWERS,

DEEP ROOTED NATIVE SEDGES AND

GRASSES.

S

SEED SHADE TOLERANT HERBACIOUS

AND WOODY UNDERSTORY ALONG

EDGE OF WOODS, TYP.

SEED SHADE TOLERANT HERBACIOUS

AND WOODY UNDERSTORY ALONG

EDGE OF WOODS, TYP.

MIN SETBACK (TYP)

S

S

S

50' LANDSCAPE BUFFER (WHERE REQUIRED)

TYPICAL LOT DETAIL

STREET TREE

(EVERY 40'-60')

MINIMUM 2 FRONT YARD TREES (ONE

MUST BE SHADE TREE)

MINIMUM 1 REAR

YARD SHADE TREE

MINIMUM 10 SHRUBS (24" MIN)

AT FRONT OF HOME

NOTES:

ORNAMENTAL TREES SHALL BE

MIN 1.5" DBH

SHADE TREES TO BE MIN 2.5" DBH

SHRUBS TO BE MINIMUM 24"

MINIMUM 1 ORNAMENTAL

TREE IN SIDE YARD

MIN

IM

UM

2

4" W

ID

E P

LA

NT

IN

G B

ED

A

LO

NG

E

AC

H

SID

EW

AL

L, E

XT

EN

DIN

G 1

2' F

RO

M T

HE

C

OR

NE

R

BR

EA

K W

IT

H A

M

IN

IM

UM

O

F 8

S

HR

UB

S

S

S

S

S

S

S

S

S

S

S

T

T

T

T

T

T

T

T

T

PROPOSED

RAIN GARDEN

P

P

P

TRAILSIDE WOODS SUBDIVISION - Noblesville, Indiana · trailside woods subdivision noblesville,...

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Transcript of TRAILSIDE WOODS SUBDIVISION - Noblesville, Indiana · trailside woods subdivision noblesville,...