BELMONT WOODS - Home / Westfield, IN...BELMONT WOODS P100 COVER SHEET BELMONT WOODS Primary Plat:...

1 2 3 4 5 6 7 8 9 1011

12

13

1416

1718

19

20

21

222324252627

15

C.A-A

COMMON AREA-B

C.A.-C

WALNUT RIDGEH.O.A. JOSEPH &

SHOSHANA DEMERSKURTIS & KIMARBUCKLE

CHAD &STEPHANIE LESNET

ROBERT &KATHLEEN PASZTOR

JASON & JENNIEGEARHART

BRANDYN &MELISSA FELLER

KELLY & SPENCERHEINDI CHRISTINE

HOLLON

HOWARD, VALERIE G PTRUSTEE RANDY L HOWARD

TESTAMENTARY TRUST &VALERIE G P HOWARD TRUSTEE

VALERIE G P HOWARDMARITAL TRUST

STEVEN & JODIHUKE

BART & MAUREENNIELSEN

LISA CASTOR

DAVID & SHARIDEMLOW

TROY & SARHWRIGHT

JAMES & GEORGIANNAPARSHALL

QUINNTIN &ALISON SHEPHERD

GUEL ISIDRO

MICHAEL &HEATHER GOOD

WILLIAM & JENNIFERCUMMINGS

BRENT & HEATHERMANNIX

JIM & JULIBAUMAN

KYLE & EMILYJANAK

JEFFREY PICKETT &YVONNE SPARTZ

BRIAN & HOLLYCOOK

GLEN CAREYH.O.A.

JOAN

N RA

NDAL

L

EN

GIN

EE

RS

317

| 846

- 66

1180

0 | 4

52 -

6408

317

| 843

- 05

46

fax

WEI

HE

Land Surveying | Civil Engineering

La

nd

sca

pe

A

rch

ite

ctu

re

ALL

AN

H. W

EIH

E, P

.E.,

L.S.

- FO

UN

DER

1050

5 N

. Col

lege

Ave

nue

Indi

anap

olis

, Ind

iana

462

80w

eihe

.net

BELM

ON

T W

OO

DS

P100

CO

VER

SH

EET

BELMONT WOODSPrimary Plat: 17xx-SPP-xxWashington Twp, Westfield, Indiana

SHEETNO.

CONTACTS:LAND OWNER: DEVELOPER: LAND SURVEYOR/ENGINEER:Tara & Robert Taylor Weekley Homes of Indiana, LLC Weihe Engineers16575 Carey Road 9310 N. Meridian St. Ste 100 10505 N. College AvenueWestfield, IN 46074 Indianapolis, IN 46260 Indianapolis, IN 46280

Ed Freeman 317-582-2431 Duane Sharer 317-846-6611Email: [email protected] Email: [email protected]

SITE DATAEXISTING ZONING: SF-2

DEVELOPMENT STANDARDS:

ADJACENT ZONING: North: SF-2South: SF-2East: SF-2West: SF-2

PROPOSED: Project Area: 16.56 Acres +/-Number of Proposed Lots: 27Proposed Density: 1.63Units /AcreCommon Areas:

Common Area A: 3,600 sfCommon Area B: 123,736 sfCommon Area C: 9,596 sfTotal Common Area: 136,932 sf (3.1 Ac) = 18.7%

PROJECT ADDRESS: 16575 CAREY ROAD, WESTFIELD, IN 46074

LEGAL DESCRIPTION

P100

P101

P102-P103

COVER SHEET

DESCRIPTION

PRIMARY PLAT

LANDSCAPE PLAN

SITE

161st Street

VICINITY MAP1"=1000'

SITE MAP1"=100'

SOILS MAPNo Scale

SOILSERIES

Br

CrA

MmB2

Sh

DESCRIPTION

Brookston silty clay loam - 0 to 2 percent slopes

Crosby silt loam - 0 to2 percent slopes

Car

ey R

oad

169th Street

SHEET INDEX

CITY OF WESTFIELDCOMMUNITY DEVELOPMENTATTENTION: PAM HOWARD2728 EAST 171ST STREETWESTFIELD, IN 46074317-804-3172

HAMILTON COUNTY HEALTH DEPT.ATTENTION: LARRY BEARD18030 FOUNDATION DRIVE, SUITE ANOBLESVILLE, IN 46060-2229317-776-8500

HAMILTON COUNTY SURVEYOR'S OFFICEATTENTION: GREG HOYES1 HAMILTON COUNTY SQUARE, STE. 146NOBLESVILLE, IN 46060317-776-9626

WESTFIELD DEPT. OF PUBLIC WORKSATTENTION: JEREMY LOLLAR2706 EAST 171ST STREETWESTFIELD, IN 46074317-804-3100

MARATHON PIPELINE COMPANY, LLCATTENTION: AUSTIN GUYER10722 EAST COUNTY ROAD 300 NORTHINDIANAPOLIS, IN 46234317-291-9460

CITIZENS GAS OF WESTFIELDATTENTION: RICHARD MILLER, JR.2150 DR. MARTIN LUTHER KING DRIVEINDIANAPOLIS, IN 46202-1162317-696-4041

METRONETATTENTION: CHRIS BLUTO3701 COMMUNICATIONS WAYEVANSVILLE, IN 47715317-465-1046

WESTFIELD FIRE DEPARTMENTATTENTION: GARRY HARLING17535 DARTOWN ROADWESTFIELD IN 46074317-896-2704

AT&T (TELEPHONE)ATTENTION: STEVE KREBS5858 NORTH COLLEGE AVENUEINDIANAPOLIS, IN 46220317-252-4007

HAMILTON COUNTY HIGHWAY DEPT.ATTENTION: DAVE LUCAS1700 SOUTH 10TH STREETNOBLESVILLE, IN 46060317-773-7770

COMCAST CABLEATTENTION: MATT STRINGER533 EAST 65TH STREETINDIANAPOLIS, IN 46204317-774-3384

DUKE ENERGY (ELECTRIC)ATTENTION: TRENT GODSEY16475 SOUTHPARK DRIVEWESTFIELD, IN 46074317-896-6711

PANHANDLE EASTERN PIPELINE CO.ATTENTION: TROY YACKLE9371 ZIONSVILLE ROADINDIANAPOLIS, IN 46268317-733-3213

CITIZENS WASTEWATER OF WESTFIELD, LLCATTENTION: JEFF MILLER2150 DR. MARTIN LUTHER KING JR. STREETINDIANAPOLIS, INDIANA 46202317-263-6442

CITIZENS WATER OF WESTFIELD, LLCATTENTION: JEFF MILLER2150 DR. MARTIN LUTHER KING JR. STREETINDIANAPOLIS, INDIANA 46202317-263-6442

OPERATING AUTHORITIES

Gra

y Ro

ad Car

ey R

oad

CrA

CrA

CrA

Br

Br

MmB2

MmB2MmB2

MmB2

Br

Sh

Miami silt loam - 2 to 6 percent slopes

Shoals silt loam - 0 to2 percent slopes

CARE

Y RO

AD (

PRIM

ARY

ARTE

RIAL

)

SITE

WALNUT RIDGE ESTATES

CAREY GLEN

BRO

OKS

IDE

A part of West Half of Northwest Quarter of Section 8, Township 18 North, Range 4 East, more particularly described as follows:Commencing at the Northwest corner of said half quarter section; thence on the North line of said Quarter Section South 89 degrees 27 minutes 59 seconds East(basis of bearings) 44.36 feet to the Point of Beginning; thence continuing on the North line of said Quarter Section North 89 degrees 27 minutes 59 seconds East1286.07 feet to the East line of the West half of said Quarter Section; thence on the East line of said West half South 00 degrees 01 minute 26 seconds West 561.14feet to the North line of Carey Glen Subdivision described in Instrument Number 200300117457 in the office of the Hamilton County Recorder; thence on the Northline of Carey Glen Subdivision North 89 degrees 28 minutes 02 seconds West 1285.35 feet to the East Right of Way line of Carey Road described in InstrumentNumber 2014032758 & Instrument Number 2014032759 in the office of said recorder; thence on said East Right of Way line North 00 degrees 02 minutes 59 secondsWest 561.18 feet to the Point of Beginning, containing 16.56 acres, more or less.

GLEN

DALE

CO

URT

GAIT

HER

BLVD

PADDOCK PLACE

AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX Texta

AutoCAD SHX Textb

AutoCAD SHX Textc

AutoCAD SHX Textd

AutoCAD SHX Text8

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Texte

AutoCAD SHX Textf

AutoCAD SHX Textg

AutoCAD SHX Texth

AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX Text8

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX TextREVISIONS AND ISSUES

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX TextPart of Section 8, Township 18 North, Range 4 East, Washington Township, Hamilton County, Indiana

AutoCAD SHX TextW160542

AutoCAD SHX Text1

AutoCAD SHX TextPREPARED FOR:

AutoCAD SHX TextWEEKLEY HOMES OF INDIANA, LLC

AutoCAD SHX TextPROJECT NO.

AutoCAD SHX TextSHEET NO.

AutoCAD SHX Texta

AutoCAD SHX Textb

AutoCAD SHX Textc

AutoCAD SHX Textd

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX TextCHECKED BY:

AutoCAD SHX TextDRAWN BY:

AutoCAD SHX TextDKS

AutoCAD SHX TextDESIGNED BY:

AutoCAD SHX TextDWG NAME:

AutoCAD SHX TextPROJECT NO.:


AutoCAD SHX TextDATE

AutoCAD SHX TextBY

AutoCAD SHX Text2/3/17

AutoCAD SHX TextDAS

AutoCAD SHX Texte

AutoCAD SHX TextDATE:

AutoCAD SHX Text1

AutoCAD SHX Textf

AutoCAD SHX Texth

AutoCAD SHX TextDKS

AutoCAD SHX TextXXXXXXXX

AutoCAD SHX TextP100-P103.DWG

W

WW

WW

W

W

W

W

WW

WW

W

W

E

EE

EE

E

E

E

E

E

OH

UO

HU

OH

UO

HU

OH

UO

HU

OH

UO

HU

OH

UO

HU

OH

UO

HU

OH

UO

HU

OH

UO

HU

OH

U

C

C

C

CC

C

C

GG

G

GG

GG

G

O

H

U

OH

U

OH

U

OH

U

OH

U

C

C

C

C

C

C

GG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

115,043 SF0.35 AC 215,050 SF

0.35 AC

3 4 5 6 7 8 9 1017,033 SF0.39 AC

1116,766 SF0.38 AC

1216,743 SF0.38 AC

1316,825 SF0.39 AC

1418,672 SF0.43 AC16

33,339 SF0.77 AC

1717,843 SF0.41 AC

1818,610 SF0.43 AC

1916,729 SF0.38 AC

2015,006 SF0.34 AC

2115,000 SF0.34 AC

2216,864 SF0.39 AC

232425262715,129 SF0.35 AC

1533,251 SF0.76 AC

15,050 SF0.35 AC

15,050 SF0.35 AC

15,050 SF0.35 AC

15,050 SF0.35 AC

15,050 SF0.35 AC

15,050 SF0.35 AC

15,050 SF0.35 AC

15,000 SF0.34 AC

15,000 SF0.34 AC

15,000 SF0.34 AC

15,000 SF0.34 AC

14.21' 85.30' 6.37' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 93.00'

80.57

'50

.14'

135.0

1'

150.5

0'

150.5

0'

150.5

0'

150.5

0'

150.5

0'

150.5

0'

150.5

0'

150.5

0'

150.5

0'

102.97' 100.00' 100.00'100.00'

100.00' 100.00' 100.00' 100.00' 100.00' 117.50'

72.52' 29.64' 100.00' 100.00' 100.00' 100.00' 130.00'

31.42

'

31.42'

31.42'

31.42'

41.37

'

145.2

9'

150.0

0'

150.0

0'

150.0

0'

150.0

0'

150.0

0'

102.00' 100.00' 100.00' 100.00' 100.00'

93.00

'10

0.00'

88.63

'

11.41'11

3.00'

100.0

0'10

0.00'

151.02'

150.00'

150.00'

38.79'

50.20

'15

1.63'

130.0

0'

99.26'

150.67'

105.7

3'

137.87'

130.00'

95.90

'

111.76'

76.11'

65.24'

27.54'

13.83'

141.47'

56.79

'

115.58'35.09'

201.6

3'

125.97'

152.2

4'

254.85'

98.24

'

168.62'

86.29

'10

0.00'

50.07

'

50.14'

162.9

0'10

0.00'

100.0

0'10

0.00'

170.59'

166.99'

167.88'

167.18'

705.02'

306.1

6'

56.28'

12.08'

42.64'

105.0

1'

30.00'

POND

PADDOCK PLACE

GAIT

HER

BLVD

GLEN

DALE

COU

RT

C.A-A3,600 SF0.08 AC

COMMON AREA-B123,736 SF

2.84 AC

C.A.-C9,596 SF0.22 AC

27' BSL 27' BSL 27' BSL 27' BSL

27' BSL 27' BSL 27' BSL 27' BSL

27' B

SL27

' BSL 27

' BSL

27' B

SL

27' B

SL32

' BSL

27' B

SL27

' BSL

27' BSL

27' BSL

27' BSL

WALNUT RIDGEH.O.A. JOSEPH &

SHOSHANA DEMERSKURTIS & KIMARBUCKLE

CHAD &STEPHANIE LESNET

ROBERT &KATHLEEN PASZTOR

JASON & JENNIEGEARHART

BRANDYN &MELISSA FELLER

KELLY & SPENCERHEINDI CHRISTINE

HOLLON

HOWARD, VALERIE G PTRUSTEE RANDY L HOWARD

TESTAMENTARY TRUST &VALERIE G P HOWARD TRUSTEE

VALERIE G P HOWARDMARITAL TRUST

STEVEN & JODIHUKE

BART & MAUREENNIELSEN

LISA CASTOR

DAVID & SHARIDEMLOW

TROY & SARHWRIGHT

JAMES & GEORGIANNAPARSHALL

QUINNTIN &ALISON SHEPHERD

GUEL ISIDRO

MICHAEL &HEATHER GOOD

WILLIAM & JENNIFERCUMMINGS

BRENT & HEATHERMANNIX

JIM & JULIBAUMAN

KYLE & EMILYJANAK

JEFFREY PICKETT &YVONNE SPARTZ

BRIAN & HOLLYCOOK

GLEN CAREYH.O.A.

JOAN

N RA

NDAL

L

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

WW

W

W

W

WW

W

139.50'

CARE

Y RO

AD

793.91' 339.73'1133.64'

381.1

3'

180.0

9'18

0.07'

WW

W

W

W

WW

W

W

WW

W

W

WW

W

W

W

WW

W

W

WW

W

W

W

W

8" SANITARY (TYP) 8" SANITARY (TYP) 8" SANITARY (TYP)

8" SANITARY (TYP)

8" SA

NITA

RY (T

YP)

12" RCP

15" RCP

15" RCP

18" RCP

15" R

CP

15" RCP

18" R

CP

24" RCP

24" R

CP

24" R

CP

21" RCP

21" RCP

18" RCP

12" RCP

18" R

CP15

" RCP

15" RCP

15" R

CP

15" RCP

48" R

CP12" RCP

EN

GIN

EE

RS

317

| 846

- 66

1180

0 | 4

52 -

6408

317

| 843

- 05

46

fax

WEI

HE

Land Surveying | Civil Engineering

La

nd

sca

pe

A

rch

ite

ctu

re

ALL

AN

H. W

EIH

E, P

.E.,

L.S.

- FO

UN

DER

1050

5 N

. Col

lege

Ave

nue

Indi

anap

olis

, Ind

iana

462

80w

eihe

.net

BELM

ON

T W

OO

DS

P101

OV

ERA

LL D

EVEL

OPM

ENT

PLA

N

Know what's below.before you dig.Call

R

NOTES1. BASED UPON A SCALED INTERPRETATION OF THE FLOOD

INSURANCE RATE MAP (FIRM), MAP NO. 18057C0138G FORHAMILTON COUNTY, INDIANA, DATED NOVEMBER 19, 2014 THEDESCRIBED REAL ESTATE LIES WITHIN THE UNSHADED ZONE "X",WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 500-YEARFLOODPLAIN.

2. ALL STREETS, CURBS, WALKS, SANITARY SEWERS, STORM SEWERS,DRAINAGE IMPROVEMENTS, AND WATERMAINS TO BECONSTRUCTED IN ACCORDANCE WITH THE CITY OF WESTFIELD'SDEPARTMENT OF PUBLIC WORKS CURRENT UTILITY ANDINFRASTRUCTURE CONSTRUCTION STANDARDS ANDSPECIFICATIONS AND CITIZENS GROUP STANDARDS.

3. ALL STREET RIGHT OF WAY INTERSECTIONS TO BE ROUNDED OFFWITH A 20' RADIUS UNLESS OTHERWISE NOTED.

4. ALL STREET CURB INTERSECTIONS TO BE ROUNDED WITH A RADIUSOF 25' UNLESS OTHERWISE NOTED.

5. DRIVEWAYS LOCATED ON CORNER LOTS SHALL BE LOCATED ONTHE SIDE OF THE LOT FURTHEST AWAY FROM THE INTERSECTIONAND IN NO CASE SHALL BE LOCATED WITHIN 30' OF THE RIGHT OFWAY INTERSECTION OF TWO STREETS.

6. NO FENCE, WALL, HEDGE, TREE OR SHRUB PLANTING WHICHOBSTRUCTS THE SIGHT LINES AND ELEVATIONS BETWEEN 3' AND 9'ABOVE THE STREET SHALL BE PLACED OR PERMITTED TO REMAINON ANY CORNER LOT WITHIN THE TRIANGULAR AREA FORMED BYTHE STREET RIGHT OF WAY LINES AND A LINE CONNECTINGPOINTS 40' FROM THE INTERSECTION OF SAID STREETS.

7. ALL SIDEWALKS TO BE 5' WIDE UNLESS OTHERWISE NOTED.

8. ALL INTERIOR RIGHT OF WAY WIDTHS TO BE 59' UNLESS OTHERWISENOTED.

9. ALL INTERIOR STREET WIDTHS TO BE 31' UNLESS OTHERWISE NOTED.

10. ALL WATERMAINS TO BE 8" UNLESS OTHERWISE NOTED.

11. THE BOUNDARY AND TOPOGRAPHIC INFORMATION DENOTEDHEREON IS BASED UPON A SURVEY PERFORMED WEIHEENGINEERS, JANUARY 2017

12. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASEDUPON INFORMATION OBTAINED FROM UTILITY COMPANIES ORTHEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTSVISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OFUNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED. THECONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUESTFIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TOCOMMENCING EXCAVATION ACTIVITIES. THE CONTRACTORSHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWNTHAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORKTO THE ENGINEER IN ADVANCE OF CONSTRUCTION.

13. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVEUTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION,RELOCATION, REMOVAL, CONNECTION, AND/ORRECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OFTHE WORK.

14. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALLAPPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES,INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS

15. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED,MAINTAINED AND REMOVED BY THE CONTRACTOR INACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFICCONTROL DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL

BARRICADES, DRUMS AND SIMILAR DEVICES IN USE AT NIGHT.

16. ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF CURB,UNLESS OTHERWISE SHOWN.

17. ALL CORNER LOTS WILL BE SUBJECT TO TWO FRONT YARDSETBACKS.

18. IN ADDITION TO PROPOSED STREET LIGHTING EACH HOME SHALLBE REQUIRED TO INSTALL A DUSK TO DAWN LIGHT.

19. THE DEVELOPMENT IS PROPOSED TO BE SERVED BY PUBLICSANITARY SEWERS, WATER MAINS, STORM SEWERS, GAS,ELECTRIC, TELEPHONE AND CABLE TV. THE APPLICABLE UTILITIESHAVE, OR WILL HAVE, SUFFICIENT CAPACITY TO PROVIDE SAIDUTILITIES AT A LEVEL OF SERVICE TO MEET THE NEEDS OF THEDEVELOPMENT. SEE LIST OF OPERATING AUTHORITIES ON SHEETC100.

BENCHMARKSLEGEND: EX. CONDITIONS LEGEND: PROPOSED CONDITIONS

W

LANDSCAPING NOTES1. ALL STREET TREES ARE TO MATCH THE CURRENT CITY OF

WESTFIELD MASTER TREE LIST.

2. STREET TREES SHALL NOT BE WITHIN 4 FEET OF ANY PAVEMENT.

3. THERE SHALL BE NO TREES WITHIN 10 FEET OF ANY STORM SEWER PIPE INCLUDING SSD (EXCEPT FOR REQUIRED STREET TREES).

4. NO LANDSCAPING IS PERMITTED WITHIN DRAINAGE EASEMENTS THAT HAVE STORM SEWER PIPE INCLUDINGSSD.

5. STORM SEWERS ARE NOT ALLOWED IN LANDSCAPE EASEMENTS.

4. SEE LANDSCAPE PLANS FOR MOREINFORMATION.

G G G

W W W

E(A) E(A)

COM(U) COM(U)

FO FO FO

BM - HCBR 152 - Hamilton County Geodetic Control Disk, a bronzedisk set in the south end of the most southern wingwall of the HazelDell Road bridge over the Vestal-Kirkendall ditch, 61 feet east of thecenterline of Hazel Dell Road and 384+/- feet south of 156th Street.

Elev. = 794.30 NAVD 88

TBM 1 - NE flange bolt (top) of fire hydrant 55 feet east of center ofCarey Road and 165 feet north of center of Carey Glen Court.

Elev. = 856.70 NAVD 88

TBM 2 - East flange bolt (top) of fire hydrant 25 feet west of CareyRoad and 657 feet north of center of Carey Glen Court.

Elev. = 855.73 NAVD 88

N

WE

S

AutoCAD SHX TextWETLANDS

AutoCAD SHX Text24" Gas Pipeline

AutoCAD SHX Text30"RCP

AutoCAD SHX TextSan. M.H. Rim Elev. - 852.55 N. 8"PVC - 839.50 S. 8"PVC - 839.20

AutoCAD SHX TextSan. M.H. Rim Elev. - 853.60 S. 8"PVC - 838.75 N. 8"PVC - 838.72 E. 8"PVC - 838.70 W. 8"PVC - 838.67

AutoCAD SHX TextBeehive Inlet Rim Elev. - 852.67 S. 8"CPP - 851.14

AutoCAD SHX TextBeehive Inlet Rim Elev. - 852.41 N. 8"CPP - 850.09 S. 8"CPP - 849.99

AutoCAD SHX TextInv. 849.44

AutoCAD SHX TextInv. - 849.63

AutoCAD SHX Text8" PVC

AutoCAD SHX Text12" CMP

AutoCAD SHX TextInv.-845.79

AutoCAD SHX TextInv.-845.59

AutoCAD SHX TextBeehive Inlet Rim Elev. - 850.32 E. 8"RCP - 847.07

AutoCAD SHX TextBeehive Inlet Rim Elev. - 851.82 E.&W. 18"RCP - 846.13

AutoCAD SHX TextBeehive Inlet Rim Elev. - 851.37



AutoCAD SHX TextTemp. Benchmark #1



AutoCAD SHX TextInv. - 843.76

AutoCAD SHX TextPoint of Beginning

AutoCAD SHX TextN.P. = 847.2 100 YR. = 850.15 TOP OF BANK = 852.2

AutoCAD SHX Text20' D,U&SE


































AutoCAD SHX Text150' TAPER

AutoCAD SHX Text100' DECEL

AutoCAD SHX Text150' TAPER

AutoCAD SHX TextC.A. 1

AutoCAD SHX TextC.A. 3




















AutoCAD SHX TextSTREET LIGHT



AutoCAD SHX TextEX.8' PATH TO BE RELOCATED8' PATH TO BE RELOCATED

AutoCAD SHX TextEX.8' PATH TO BE RELOCATED8' PATH TO BE RELOCATED

AutoCAD SHX TextEX.12" WATERMAIN12" WATERMAIN


AutoCAD SHX TextEX.8" SANITARY8" SANITARY

AutoCAD SHX TextEX.20' D,U&SE20' D,U&SE




AutoCAD SHX Text30'D,U&SE

AutoCAD SHX TextMIN. 15' D.E. AROUND TOP OF BANK (TYP)

AutoCAD SHX Text15' DE

AutoCAD SHX TextEX. VESTAL-KIRKENDALL REGULATED DRAIN

AutoCAD SHX TextEX. VESTAL-KIRKENDALL REGULATED DRAIN





AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX Texta

AutoCAD SHX Textb

AutoCAD SHX Textc

AutoCAD SHX Textd

AutoCAD SHX Text8

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Texte

AutoCAD SHX Textf

AutoCAD SHX Textg

AutoCAD SHX Texth

AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX Text8

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX TextREVISIONS AND ISSUES

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX TextPart of Section 8, Township 18 North, Range 4 East, Washington Township, Hamilton County, Indiana


AutoCAD SHX Text1

AutoCAD SHX TextPREPARED FOR:

AutoCAD SHX TextWEEKLEY HOMES OF INDIANA, LLC

AutoCAD SHX TextPROJECT NO.

AutoCAD SHX TextSHEET NO.

AutoCAD SHX Texta

AutoCAD SHX Textb

AutoCAD SHX Textc

AutoCAD SHX Textd

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX TextCHECKED BY:

AutoCAD SHX TextDRAWN BY:

AutoCAD SHX TextDKS

AutoCAD SHX TextDESIGNED BY:

AutoCAD SHX TextDWG NAME:

AutoCAD SHX TextPROJECT NO.:


AutoCAD SHX TextDATE

AutoCAD SHX TextBY

AutoCAD SHX Text2/3/17

AutoCAD SHX TextDAS

AutoCAD SHX Texte

AutoCAD SHX TextDATE:

AutoCAD SHX Text1

AutoCAD SHX Textf

AutoCAD SHX Texth

AutoCAD SHX TextDKS

AutoCAD SHX TextXXXXXXXX

AutoCAD SHX TextP100-P103.DWG

AutoCAD SHX Text= TYPICAL 70' WIDE X 70' DEEP BUILDING PAD

AutoCAD SHX TextM.H.

AutoCAD SHX TextD.&U.E.

AutoCAD SHX TextS.S.D.

AutoCAD SHX TextS.E.

AutoCAD SHX Text= RIGHT-OF-WAY LINE = STORM SEWER LINE = SWALE = SANITARY SEWER LINE = WATER MAIN = MANHOLE = FLOW DIRECTION = STORM BEEHIVE INLET = STORM CURB INLET = MANHOLE = DRAINAGE & UTILITY EASEMENT = DRAINAGE EASEMENT = LANDSCAPE EASEMENT = SANITARY SEWER EASEMENT = SUBSURFACE DRAIN = CONCRETE END SECTION = SUBSURFACE DRAIN

AutoCAD SHX TextPER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK.

AutoCAD SHX TextWithin Indiana Call 811 or 800-382-5544 24 Hours a Day, 7 Days a Week.

AutoCAD SHX TextUNDERGROUND GAS

AutoCAD SHX TextUNDERGROUND WATER

AutoCAD SHX TextAERIAL ELECTRIC

AutoCAD SHX TextRIGHT OF WAY LINE

AutoCAD SHX TextCHAIN LINK FENCE

AutoCAD SHX TextGUARD RAIL

AutoCAD SHX TextBOUNDARY LINE

AutoCAD SHX TextFIBER OPTIC CABLE

AutoCAD SHX TextSECTION LINE

AutoCAD SHX TextFARM FENCE

AutoCAD SHX TextSTORM SEWER, CULVERT

AutoCAD SHX TextUTILITY POLE

AutoCAD SHX TextTREE LINE

AutoCAD SHX TextUNDERGROUND TELEPHONE

AutoCAD SHX TextLSE

AutoCAD SHX TextD.E.

AutoCAD SHX Text0

AutoCAD SHX TextSCALE: 1" =

AutoCAD SHX Text50

AutoCAD SHX Text25

AutoCAD SHX Text50

AutoCAD SHX Text100

BELMONT WOODS - Home / Westfield, IN...BELMONT WOODS P100 COVER SHEET BELMONT WOODS Primary Plat:...

Documents

Transcript of BELMONT WOODS - Home / Westfield, IN...BELMONT WOODS P100 COVER SHEET BELMONT WOODS Primary Plat:...