PRIMARY PLAT FOR

CR 300 W

ROAD NAMES MATERIALS SANITARY STRUCTURES PIPE ENDS STORM STRUCTURES PIPE W/ END SECTION PIPE W/O END SECTION FINISH FLOOR ELEVATION

HCHCHC

MG HCMEMG

HCME ME

REBAR FOUND IN CENTEROF ROAD PER PLAT


SIMON RD

NO SCALE

SIMON RD

SIMON RD(PUBLIC ROW)

RANSDELL DR(PUBLIC ROW)

US HWY 31

(PUBLIC ROW)

MARKER FOUND ATSTA 1190+00,86.70'

OFFSET FROM CALCULATEDCENTERLINE OF US 31

MARKER FOUND AT PL STA 1195+76.1,86.0'


MARKER FOUND AT STA 1200+89.9,90.3'OFFSET FROM CALCULATEDCENTERLINE OF US 31.REBAR FOUND NEXT TOROW MONUMENT

MAG NAIL FOUND ATGRADE 0.53'N, 0.28'W OF

CALCULATED CORNER

MAG NAIL FOUND ATGRADE 0.63'N, 0.26'W OFCALCULATED CORNER

MAG NAIL FOUND ATGRADE 0.69'N, 0.25'W OFCALCULATED CORNER

CAPPED "CKW" REBARFOUND AT GRADE ANDCALCULATED CORNER

CAPPED "BJRC INC" REBARFOUND AT GRADE 0.8'W

OF CALCULATED CORNER

REBAR FOUND AT GRADE0.3'E & 0.6'E OF

CALCULATED CORNER

MAG NAIL FOUNDAT GRADE 0.5'W OF

CALCULATED CORNER

REBAR FOUND 2" AG,0.5'S OF CALCULATEDCORNER

REBAR FOUND ATGRADE, 0.4'S OFCALCULATEDCORNER

REBAR FOUND ATGRADE, 0.7'S OF

CALCULATEDCORNER

REBAR FOUND 2"AG,0.7'S OF CALCULATEDCORNER

IRON PIE FOUND 2"AG,0.5'S OF CALCULATEDCORNER

N87°33'35"E 2674.70'CAPPED "ECO" REBAR

FOUND AT GRADE,AT CALCULATEDCORNER

MUSTANG CT

S00°

42'4

8"W

582

.94'

20' RIGHT OF WAY &EASEMENT BK264 PG97

20' DRAINAGE & UTILITYEASEMENT BK264 PG96

&BK 262 PG 851


US HWY 31

(PUBLIC ROW)

12" pvc water per IAW

PROJECT NO.

CHECK: DRAWN:

PLAN DATE:

DESIGN:

STATE OF

No.PE10707583

OO

14020 Mississinewa DriveCarmel, Indiana 46033

P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com

[email protected]

Fritz EngineeringServices, LLC

REVISIONS AND ISSUES BYDATE

CLIENT:

PROJECT:

PROJECT LOCATION:

GENERAL NOTES / LEGEND:

SECTION, TOWNSHIP, RANGE:

BDH REALTYCOMMERCIALDEVELOPMENT

HUBLER AUTOMOTIVE GROUP

8220 SOUTH US 31INDIANAPOLIS, INDIANA 46227

2/2/2021

2006003

2140 N MORTON ST.FRANKLIN, INDIANA 46131

JOHNSON COUNTY

NE 14 , S10, T12N, R4E

SHEET NAME

SHEET NO.

APPROVAL PENDING

NOT FOR

CONSTRUCTION

N

PLANS PREPARED FOR:

PRIMARY PLAT FOR:BDH REALTY COMMERCIAL DEVELOPMENT

2140 N MORTON ST.FRANKLIN, JOHNSON COUNTY, INDIANANE 14, SECTION 10, TOWNSHIP 12N, RANGE 4E

SITE VICINITY & ZONING MAP

FLOOD ZONE:The project site is located within the FEMA Community Panel Map#18081C0139D dated August 2, 2007. Review of the mapindicates the site is located within the Flood Designation 'Zone X'(unshaded). The proposed improvements are not located inSpecial Flood Hazard Area and are therefore not subject to FloodControl Ordinance requirements.

GENERAL NOTES1. The construction plans shall govern over any other form of media, which includes digital files of this project.2. The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county,

state & federal agencies prior to starting construction.3. It shall be the contractors responsibility to determinate the exact location of all existing utilities in the vicinity of the construction area prior to

starting construction. Once all utilities have been located, it will be the contractor's responsibility to maintain in service all existing utilitiesencountered during construction unless otherwise indicated in the construction drawings.

4. Before working with or around existing utilities, the applicable utility company shall be contacted by the contractor. It shall be thecontractor's responsibility to notify and coordinate construction with all respective utilities.

5. All construction methods and materials must conform to current standards and specifications for the governing municipality requirements.6. Maintenance of traffic needed for this project shall be installed and maintained per INDOT specifications and the indiana MUTCD Manual.7. The contractor shall be responsible for all field dimensions and shall verify all dimensions on the site prior to start of construction. If any

discrepancies are found in these plans from actual field conditions, the contractor shall notify the engineer immediately.8. All quantities given on these construction plans or in the scope of work section are estimates and shall be confirmed by the bidding

contractors.9. It shall be the responsibility of the developer and contractor to maintain quality control throughout this project.10. Bearings, dimensions, and easements are shown for reference only. See record surveys and plats for exact information.

SITELOCATION

MXC- ZONING

MXC

RSN

N

MXR

C100COVER SHEET

1. REV PER TRC COMMENTS 3/1/2021

AF

AF AF KG

CITY OF FRANKLIN CONSTRUCTION STANDARDS ANDSPECIFICATIONS, LATEST EDITION, TO BE USED ASSUPPLEMENTAL INFORMATION WITH THESE PLANS.INDIANA STATE DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, LATEST EDITION, TO BE USEDAS SUPPLEMENTAL INFORMATION WITH THESE PLANS.

OPERATING AUTHORITIESSITE LOCATION HE

NDRICKS

MARION

MORGAN

HANCOCK

SHELBY

JOHNSON

BOONEHAMILTON

MADISON

NOT TO SCALE

DUKE ENERGY1000 East Main StreetPlainfield, Indiana 46168(800) 521-2232

AT&T240 N. Meridian StreetIndianapolis, Indiana 46204-1915(317) 722-2299

ZAYO BANDWIDTH1805 29th St, Suite 2050Boulder, CO 80301(866) 364-6033

JOHNSON COUNTY R.E.M.C.750 International DriveP.O. Box 309Franklin, Indiana 46131(317) 736-6174

VECTREN1630 N. MeridianIndianapolis, Indiana 46202(317) 718-3604

CITY OF FRANKLIN PLANNING70 E. Monroe St.Franklin, In. 46131(877) 736-3631

CENTURYLINK1147 N Morton StreetFranklin, IN 46131(317) 561-5166

COMCAST5330 E. 65th StreetIndianapolis, IN 46220(317) 275-6356

CITY OF FRANKLIN STREETDEPT.2871 N Morton StFranklin, IN 46131(317) 736-3660

CITY OF FRANKLIN ENGNEERING70 E. Monroe St.Franklin, In. 46131(877) 736-3631

CITY OF FRANKLINSTORMWATER796 S State StFranklin, IN 46131(317) 736-3640

MXC

INDIANA AMERICAN WATER153 N. Emerson avenueGreenwood, Indiana 46143(800) 492-8373

HUBLER AUTOMOTIVE GROUP8220 SOUTH US 31INDIANAPOLIS, INDIANA 46227Contact Person: John Haines

[email protected]

SITE DATA:TOTAL SITE ACREAGE - 12.0 ACTOTAL ACREAGE OF DISTURBANCE - 12.0 ACGROSS SQUARE FOOTAGE OF BUILDING

CAR WASH - 5,200OFFICE BUILDING - 5,100MULTI-TENANT- 19,000 SFAUTO DEALERSHIP - 27,500 SF

PROPOSED CONSTRUCTION START - MAY 1, 2021PROPOSED CONSTRUCTION END - NOVEMBER 1, 2022WORK IS SCHEDULED TO BE COMPLETED IN ONE CONTINUOUSCONSTRUCTION PHASE

PLAN SHEET INDEXSHEET NUMBER SHEET TITLE

C100 COVER SHEETPP101 PRIMARY PLATPP102 OVERALL EX. CONDITIONS PLANPP103 OVERALL DEVELOPMENT PLAN

SURVEY NOTES:BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY HAMILTON DESIGNS (PROJ.#2020-187) DATED AUGUST 2020.

BASIS OF BEARINGS: INDIANA STATE PLANE COORDINATES, EAST ZONE

BENCH MARK (NAVD88): TBM 1: 756.76' - MAGNAIL SET ±1' AG IN N SIDE OF PWP AT N END OF SITETBM 2: 758.72' - CUT "X" ON LIGHT POLE BASE SOUTH END OF SITE

FLOOD ZONE:THE SUBJECT TRACT LIES WITHIN FLOOD HAZARD ZONE 'X' 'UN-SHADED', AREASDETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN FLOOD HAZARD ZONE'AE', AREAS WITHIN THE 1% ANNUAL CHANCE FLOODPLAIN AS SCALED OFF THE FEMA FIRMMAP NUMBER 18081C0139D, DATED AUGUST 2, 2007.

SOILS MAP

Br

Map Unit Symbol Map Unit NameBr, YbvA, UbaA Brookston silty clay loam, 0 to 2 percent slopesCrA, YclA, UcFA Crosby silt loam, fine-loamy subsoil, 0 to 2 percent slopes

FLOOD INSURANCE RATE MAP

SITE

CrA

YclA

YclA

YbvA

UbaA

N

N

UbaA

CrA UcfA

UcfAYbvA

SITE LOCATION MAP

1 TO 2 OF 2 TOPOGRAPHIC SURVEY

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VICINITY MAP

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

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BP

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[NP][NP]

BDH REALTY, LLCINST# 2019-003350

(PARCEL 1&2)

CALCULATED CENTERLINE OF US

31PER HWY PLANS (FI PROJECT NO.

9(4) (1946)

DEED GAP OF 7'+/-

DEED GAP OF 5'+/-ON SOUTH END &0' AT NORTH END

S82°55'30"W 302.50'(C)302.84'(P)

S00°

42'4

8"W

582

.94'

20' DRAINAGE & UTILITYEASEMENT BK264 PG96&BK 262 PG 851

20' FRONT BSL(LOCAL)

50' FRO

NT BSL (AR

TERIAL)


US HWY 31 / N. MORTON ST.

(PUBLIC ROW)


S87°02'34"W - 321.00'

N00°46'56"W - 112.00'

N81°08'21"W - 138.11'

S86°42'07"W - 97.25'

N00

°10'

52"E

- 41

8.24

'S88°23'23"W - 264.72'

N00

°42'

47"E

- 46

4.98

'

N82°55'30"E - 473.40'

N87°45'18"E - 4.12'

S16°

19'4

5"E

- 568

.31'

LOT 21.426 AC.

62,137 SFLOT 10.921 AC.

40,137 SF

LOT 41.396 AC.

60,810 SF

COMMONAREA 'A'1.540 AC.

67,068 SF

LOT 55.35 AC.233,077 SF

50' FRO

NT BSL (AR

TERIAL)

N55°28'26"W - 50.17'

MUSTANG CT

S16°

19'4

5"E

- 491

.32'

S0° 4

2' 4

7"W

260

.25'

LOT 31.220 AC.

53,158 SF

40.9

6'

59.0

2'

N73° 38' 39"E 70.98'

S16° 19' 45"E 77.29'

N90° 00' 00"E 184.51'

S81° 08' 21"E 267.76'

42.3

7'157.61'

35.6

2'

N15

° 14'

26"

W 2

10.7

0'

N0°

06'

31"

E 1

85.1

7'

N0°

06'

31"

E 2

07.9

7'

N15

° 14'

26"

W 2

07.9

5'

N82° 55' 30"E 211.74'

S7° 0

4' 3

0"E

186

.16'

S16°

19'

45"

E 1

83.4

3'

S0° 1

0' 5

2"W

102

.84'

S82° 55' 30"W 354.54'

N82° 55' 30"E 351.82'

S0° 4

2' 4

7"W

204

.73'

S82° 55' 30"W 184.00'

N16° 19' 45"W 154.86'

S82° 55' 30"W 289.40'

20' REAR

BUFFER

YARD

35' REAR

BSL

20' REAR BUFFERYARD

40' REAR BSL

20' REAR

BUFFER

YARD

40' REAR

BSL

20' REAR BUFFERYARD

40' REAR BSL

V.W. I.E.D.&U.E.

V.W. D.&U.E.

V.W. I.E.D.&U.E.

N16

° 19'

45"

W 1

84.4

7'

10' STREET TREE & SIDEWALK EASEMENT


VARIABLE WIDTH D.&U.E.

20' D.&U.E.

20' D.&U.E.

20' D.&U.E.

20' D.&U.E.


20' D.&U.E.

20' SANITARY EASMENT

V.W. I.E.D.&U.E.

N16

° 19'

45"

W 1

51.9

8'

20' D.&U.E.

PROJECT NO.

CHECK: DRAWN:

PLAN DATE:

DESIGN:

STATE OF

No.PE10707583

OO



[email protected]



CLIENT:

PROJECT:

PROJECT LOCATION:






2/2/2021

2006003


JOHNSON COUNTY

NE 14 , S10, T12N, R4E

SHEET NAME

SHEET NO.

APPROVAL PENDING

NOT FOR

CONSTRUCTION

PP101PRIMARY PLAT


AF

AF AF KG

N

"IT'S THELAW"

R

Know what's below.Call before you dig.

2 WORKING DAYS BEFORE YOU DIG.

FLOOD ZONE:THE SUBJECT TRACT LIES WITHIN FLOOD HAZARD ZONE 'X' 'UN-SHADED', AREASDETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN FLOOD HAZARDZONE 'AE', AREAS WITHIN THE 1% ANNUAL CHANCE FLOODPLAIN AS SCALED OFFTHE FEMA FIRM MAP NUMBER 18081C0139D, DATED AUGUST 2, 2007.

RECORD LEGAL DESCRIPTIONINSTR. #2019-019191:

PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OF THESECOND PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:

BEGINNING AT POINT 11 CHAINS AND 74 LINKS WEST AND 13 CHAINS AND 57 LINKS NORTH OF THESOUTHEAST CORNER OF THE WEST HALF OF SAID SOUTHWEST QUARTER SECTION; THENCENORTH, PARALLEL WITH THE WEST LINE OF SAID QUARTER SECTION, 7 CHAINS AND 8 LINKS TO THEMIDDLE LINE OF A COUNTY ROAD; THENCE NORTH 81-1/4 DEGREES EAST, WITH THE MIDDLE LINE OFSAID ROAD, 13 CHAINS AND 42 LINKS TO THE WEST LINE OF THE RIGHT OF WAY OF THEINDIANAPOLIS, COLUMBUS AND SOUTHERN TRACTION COMPANY; THENCE SOUTH 17 DEGREESEAST WITH SAID RIGHT OF WAY LINE TO A POINT, 13 CHAINS AND 57 LINKS NORTH OF THE SOUTHLINE OF SAID QUARTER SECTION; THENCE WEST TO THE PLACE OF BEGINNING, CONTAINING 11.698ACRES MORE OR LESS.

EXCEPTING THERE FROM THAT PART OF THE REAL ESTATE CONVEYED TO THELMA F. YOUNG BYWARRANTY DEED RECORDED AUGUST 16, 1991 AS INSTRUMENT NO. 91-11799 IN BOOK 262 PAGE 849AND DESCRIBED AS FOLLOWS:

A PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OF THESECOND PRINCIPAL MERIDIAN, FRANKLIN TOWNSHIP, JOHNSON COUNTY, INDIANA, MOREPARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION;THENCE EAST ON AND ALONG THE SOUTH LINE OF SAID QUARTER SECTION A DISTANCE OF 569.04FEET; THENCE NORTH 0 DEGREES 01 MINUS 30 SECONDS EAST A DISTANCE OF 895.67 FEET TO THEPOINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 01 MINUTES 30 SECONDS EASTPARALLEL TO THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 456.99 FEET TO A POINTIN THE MIDDLE OF COUNTY ROAD 175 N; THENCE NORTH 82 DEGREES 10 MINUTES 14 SECONDSEAST ON AND ALONG THE MIDDLE OF SAID COUNTY ROAD A DISTANCE OF 302.84 FEET; THENCESOUTH 00 DEGREES 01 MINUTES 30 SECONDS WEST PARALLEL TO THE SAID WEST LINE A DISTANCEOF 486.21 FEET; THENCE SOUTH 87 DEGREES 42 MINUTES 05 SECONDS WEST A DISTANCE OF 300.25FEET TO THE POINT OF BEGINNING. (CONTAINING 3.248 ACRES MORE OR LESS)

CONTAINING AFTER EXCEPTION 8.45 ACRES MORE OR LESS.

MODERNIZED LEGAL DESCRIPTION CREATED BY JEFFREY J. KONDY, R.L.S. AS CKL LANDSURVEYING, INC. JOB NO. 1900080 DESCRIBED AS FOLLOWS:

A PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OF THESECOND PRINCIPAL MERIDIAN, FRANKLIN TOWNSHIP, JOHNSON COUNTY, INDIANA, MOREPARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 10;THENCE EAST ON AND ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER SECTION ADISTANCE OF 569.04 FEET; THENCE NORTH 00 DEGREES 41 MINUTES 16 SECONDS EAST (BASIS OFBEARINGS ARE REFERENCED TO GRID BEARINGS BASED ON NAD 83 INDIANA STATE PLANECOORDINATE SYSTEM, EAST ZONE PER INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)CONTINUOUSLY OPERATING REFERENCE STATIONS (INCORS) REAL-TIME KINEMATIC (RTK)CORRECTION SERVICE JULY 2019) ALONG THE WEST LINE (AND THE EXTENSION THEREOF) OF DEERTRACE SUBDIVISION SECTION ONE AS RECORDED IN PLAT CABINET C, PAGE 518A IN THE OFFICE OFTHE RECORDER OF JOHNSON COUNTY, INDIANA A DISTANCE OF 1352.66 FEET TO THE NORTHWESTCORNER OF SAID DEER TRACE SUBDIVISION SECTION ONE, ALSO BEING THE CENTERLINE OFCOUNTY ROAD 175 NORTH (SIMON ROAD) ALSO BEING PARALLEL AND 35 FEET SOUTH OF THESOUTH LINE OF MEIJER FRANKLIN SUBDIVISION, PHASE II AND REPLAT OF LOT 3 AND BLOCK 1 ASRECORDED AS INSTRUMENT NUMBER 2016-007279 IN THE OFFICE OF THE RECORDER OF JOHNSONCOUNTY, INDIANA; THENCE NORTH 82 DEGREES 56 MINUTES 45 SECONDS EAST ALONG SAIDCENTERLINE A DISTANCE OF 302.84 FEET TO THE NORTHEAST CORNER OF SAID DEER TRACESECTION ONE AND THE POINT OF BEGINNING, MARKED BY A MAG NAIL SET; THENCE CONTINUINGALONG SAID CENTERLINE NORTH 82 DEGREES 56 MINUTES 45 SECONDS EAST A DISTANCE OF466.75 FEET MARKED BY A MAG NAIL SET; THENCE SOUTH 07 DEGREES 03 MINUTES 15 SECONDSEAST A DISTANCE OF 16.5 FEET TO THE EXISTING SOUTHWEST RIGHT-OF-WAY LINE AS SHOWN ONINDOT RIGHT-OF-WAY PLANS FOR U.S. 31; DIVISION 4, IND., 9(4) REV. 1946 MARKED BY A REBAR ANDCAP SET; THENCE SOUTH 55 DEGREES MINUS 01 MINUTES 46 SECONDS EAST ALONG SAIDRIGHT-OF-WAY A DISTANCE 55.98 FEET TO A REBAR FOUND AT A RIGHT-OF-WAY MARKER; THENCESOUTH 16 DEGREES 19 MINUTES 45 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE A DISTANCEOF 491.39 FEET TO A POINT ON THE NORTH LINE OF INSTRUMENT 2019-003349 PASSING ARIGHT-OF-WAY MARKER 1.8 FEET NORTH OF SAID NORTH LINE MARKED BY A REBAR AND CAP SET;THENCE SOUTH 87 DEGREES 46 MINUTES 19 SECONDS WEST ALONG SAID NORTH LINE A DISTANCEOF 162.96 FEET TO A REBAR AND CAP INSCRIBED “BRCI” FOUND; THENCE SOUTH 88 DEGREES 22MINUTES 44 SECONDS WEST ALONG THE NORTH LINE OF LOTS 13 AND 14 IN DEER TRACESUBDIVISION SECTION TWO AS RECORDED IN PLAT CABINET C, PAGE 603 IN THE OFFICE OF THERECORDER OF JOHNSON COUNTY, INDIANA ALSO BEING A POINT ON THE EAST LINE OF SAID DEERTRACE SECTION ONE A DISTANCE OF 265.59 FEET MARKED BY A REBAR AND CAP SET; THENCEALONG THE EAST LINE OF SAID DEER TRACE SECTION ONE NORTH 00 DEGREES 41 MINUTES 16SECONDS EAST A DISTANCE OF 485.93 FEET TO THE POINT OF BEGINNING, CONTAINING 6.73 ACRES,MORE OR LESS.

INSTR. #2019-003350:

PARCEL 1


COMMENCING ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 31, 344.04 FEET DUE NORTH OFTHE SOUTH LINE OF THE SAID QUARTER SECTION, SAID POINT BEING 28.45 FEET NORTHWESTERLYFROM THE NORTHWEST CORNER OF A RIGHT-OF-WAY MONUMENT AT STATION 1190+00 OF THESTATE HIGHWAY PLANS FOR THIS SECTION; THENCE SOUTH 87 DEGREES 02 MINUTES 34 SECONDSWEST 156.54 FEET TO THE PLACE OF BEGINNING OF THIS DESCRIBED TRACT; THENCE SOUTH 87DEGREES 02 MINUTES 34 SECONDS WEST 164.46 FEET; THENCE NORTH 0 DEGREES 46 MINUTES 19SECONDS WEST 112.00 FEET; THENCE NORTH 86 DEGREES 58 MINUTES 30 SECONDS EAST 164.46FEET; THENCE SOUTH 0 DEGREES 46 MINUTES 33 SECONDS EAST 112.19 FEET TO THE PLACE OFBEGINNING, CONTAINING 0.423 ACRES, MORE OR LESS.

PARCEL 2


BEGINNING AT A POINT 341 ½ FEET NORTH OF THE SOUTH LINE OF SAID QUARTER SECTION AND 321FEET WEST OF THE RIGHT OF WAY LINE OF STATE HIGHWAY NO. 31; THENCE NORTH 112 FEET;THENCE EAST 290 FEET, MORE OR LESS TO THE RIGHT OF WAY LINE; THENCE SOUTHEAST ALONGSAID RIGHT OF WAY LINE TO A POINT DUE EAST OF THE PLACE OF BEGINNING; THENCE WEST 231FEET TO THE PLACE OF BEGINNING, CONTAINING .70 OF AN ACRE, MORE OR LESS.

EXCEPTING THEREFROM THE FOLLOWING:


COMMENCING ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 31, 344.01 FEET DUE NORTH OFTHE SOUTH LINE OF THE SAID QUARTER SECTION, SAID POINT BEING 28.45 FEET NORTHWESTERLYFROM THE NORTHWEST CORNER OF A RIGHT-OF-WAY MONUMENT AT STATION 1190+00 OF THESTATE HIGHWAY PLANS FOR THIS SECTION; THENCE SOUTH 87 DEGREES 02 MINUTES 34 SECONDSWEST 156.54 FEET TO THE PLACE OF BEGINNING OF THIS DESCRIBED TRACT; THENCE SOUTH 87DEGREES 02 MINUTES 34 SECONDS WEST 164.46 FEET; THENCE NORTH 0 DEGREES 46 MINUTES 19SECONDS WEST 112.00 FEET; THENCE NORTH 86 DEGREES 58 MINUTES 30 SECONDS EAST 164.46FEET; THENCE SOUTH 0 DEGREES 46 MINUTES 33 SECONDS EAST 112.19 FEET TO THE PLACE OFBEGINNING; CONTAINING 0.423 ACRES, MORE OR LESS.

RECORD LEGAL DESCRIPTION (CONTINUED)INSTR. #2019-003349:

PARCEL 1:

PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OFTHE SECOND PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:

BEGINNING ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 31 AT A POINT THAT IS455.87 FEET NORTH OF THE SOUTH LINE OF THE SAID QUARTER SECTION; THENCE SOUTH 86DEGREES 58 MINUTES 30 SECONDS WEST 285.00 FEET TO A POINT THAT IS 453.50 FEETNORTH OF THE SAID SOUTH LINE; THENCE NORTH 01 DEGREES 11 MINUTES 30 SECONDSWEST 203.20 FEET; THENCE NORTH 16 DEGREES 21 MINUTES WEST 247.50 FEET; THENCENORTH 87 DEGREES 37 MINUTES 30 SECONDS EAST 231.00 FEET TO THE SAID RIGHT-OF-WAYLINE; THENCE SOUTH 16 DEGREES 21 MINUTES EAST ON AND ALONG THE SAIDRIGHT-OF-WAY LINE 453.50 FEET TO THE PLACE OF BEGINNING, CONTAINING 2.47 ACRES,MORE OR LESS .

PARCEL 2:

PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OFTHE SECOND PRINCIPAL MERIDIAN, CITY OF FRANKLIN, JOHNSON COUNTY, INDIANA, MOREPARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. 31 NORTH O DEGREES00 MINUTES 00 SECONDS EAST A DISTANCE OF 344.41 FEET FROM THE SOUTH LINE OF SAIDQUARTER SECTION; THENCE SOUTH 87 DEGREES 02 MINUTES 34 SECONDS WEST ADISTANCE OF 321.00 FEET TO THE POINT OF BEGINNING MARKED BY AN IRON PIN FOUND INPLACE; THENCE SOUTH 03 DEGREES 05 MINUTES 58 SECONDS WEST A DISTANCE OF 116. 79FEET TO AN IRON PIN SET THIS SURVEY; THENCE SOUTH 86 DEGREES 45 MINUTES 55SECONDS WEST A DISTANCE OF 129.68 FEET TO AN IRON PIN SET THIS SURVEY; THENCENORTH 03 DEGREES 18 MINUTES 05 SECONDS WEST A DISTANCE OF 257.63 FEET TO AN IRONPIN SET THIS SURVEY; THENCE SOUTH 86 DEGREES 41 MINUTES 55 SECONDS WEST ADISTANCE OF 291. 75 FEET TO AN IRON PIN SET THIS SURVEY; THENCE SOUTH 03 DEGREES18 MINUTES 05 SECONDS EAST A DISTANCE OF 224.00 FEET TO AN IRON PIN FOUND THISSURVEY; THENCE NORTH 86 DEGREES 41 MINUTES 55 SECONDS EAST A DISTANCE OF 17.43FEET TO AN IRON PIN SET THIS SURVEY; THENCE SOUTH 03 DEGREES 18 MINUTES 05SECONDS EAST A DISTANCE OF 33.63 FEET (30 FEET DEED REFERENCE GAP FOR RANSDALLDRIVE) TO AN IRON PIN FOUND THIS SURVEY; THENCE SOUTH 03 DEGREES 18 MINUTES 05SECONDS EAST A DISTANCE OF 218.00 FEET TO AN IRON PIN SET THIS SURVEY; THENCESOUTH 87 DEGREES 58 MINUTES 44 SECONDS WEST A DISTANCE OF 414.21 FEET TO AN IRONPIN SET AT A FENCE CORNER POST THIS SURVEY; THENCE NORTH O DEGREES 01 MINUTES30 SECONDS EAST ON AND ALONG AN EXISTING FENCE LINE A DISTANCE OF 895.67 FEET TOAN IRON PIN FOUND THIS SURVEY; THENCE NORTH 87 DEGREES 42 MINUTES 05 SECONDSEAST A DISTANCE OF 728.24 FEET TO AN IRON PIN FOUND THIS SURVEY; THENCE SOUTH 16DEGREES 20 MINUTES 20 SECONDS EAST A DISTANCE OF 247.50 FEET (SOUTH 16 DEGREES 21MINUTES EAST DEED BEARING) TO AN IRON PIN FOUND IN PLACE; THENCE SOUTH 01DEGREES 11 MINUTES 30 SECONDS EAST A DISTANCE OF 203.04 FEET (DEED REFERENCEBEARING AND DEED DISTANCE= 203.20 FEET) TO AN IRON PIN FOUND IN PLACE; THENCESOUTH 86 DEGREES 59 MINUTES 01 SECONDS WEST A DISTANCE OF 5.00 FEET TO AN IRONPIN FOUND IN PLACE; THENCE SOUTH 00 DEGREES 46 MINUTES 19 SECONDS EAST ADISTANCE OF 112.00 FEET TO AN IRON PIN FOUND IN PLACE BEING THE POINT OF BEGINNINGCONTAINING 12.556 ACRES, MORE OR LESS.

EXCEPTING THEREFROM THE FOLLOWING:

A PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EASTOF THE SECOND PRINCIPAL MERIDIAN, CITY OF FRANKLIN, JOHNSON COUNTY, INDIANA MOREPARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A POINT ON THE WEST RIGHTS-OF-WAY LINE OF U.S. #31 NORTH 0 DEGREES00 MINUTES 00 SECONDS EAST A DISTANCE OF 344.01 FEET FROM THE SOUTH LINE OF SAIDQUARTER SECTION; THENCE SOUTH 87 DEGREES 02 MINUTES 34 SECONDS WEST ADISTANCE OF 321.00 FEET; THENCE SOUTH 03 DEGREES 05 MINUTES 58 SECONDS WEST ADISTANCE OF 116. 79 FEET; THENCE SOUTH 86 DEGREES 41 MINUTES 55 SECONDS WEST ADISTANCE OF 129.68 FEET; THENCE NORTH 03 DEGREES 18 MINUTES 05 SECONDS WEST ADISTANCE OF 257.63 FEET; THENCE SOUTH 86 DEGREES 41 MINUTES 55 SECONDS WEST ADISTANCE OF 97.25 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 41MINUTES 55 SECONDS WEST A DISTANCE OF 194.50 FEET; THENCE SOUTH 03 DEGREES 18MINUTES 05 SECONDS EAST A DISTANCE OF 224.00 FEET; THENCE NORTH 86 DEGREES 41MINUTES I 55 SECONDS EAST A DISTANCE OF 17.43 FEET; THENCE SOUTH 03 DEGREES 18MINUTES 05 SECONDS EAST A DISTANCE OF 51.63 FEET; THENCE SOUTH 87 DEGREES 58MINUTES 44 SECONDS WEST A DISTANCE OF 414.21 FEET; THENCE NORTH 0 DEGREES 01MINUTES 30 SECONDS EAST A DISTANCE OF 895.67 FEET; THENCE NORTH 87 DEGREES 42MINUTES 05 SECONDS EAST A DISTANCE OF 564.72 FEET; THENCE SOUTH 0 DEGREES 10MINUTES 52 SECONDS WEST A DISTANCE OF 418.67 FEET TO THE POINT OF BEGINNING,CONTAINING 9. 724 ACRES MORE OR LESS.

ALSO EXCEPTING THEREFROM:

PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OFTHE SECOND PRINCIPAL MERIDIAN, CITY OF FRANKLIN, JOHNSON COUNTY, INDIANA, MOREPARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. #31 NORTH 00 DEGREES00 MINUTES 00 SECONDS EAST A DISTANCE OF 344.01 FEET FROM THE SOUTH LINE OF SAIDQUARTER SECTION; THENCE SOUTH 87 DEGREES 02 MINUTES 34 SECONDS WEST ADISTANCE OF 321.00 FEET TO THE POINT OF BEGINNING, HENCE SOUTH 03 DEGREES 05MINUTES 58 SECONDS WEST A DISTANCE OF 116.79 FEET; THENCE SOUTH 86 DEGREES 18MINUTES 05 SECONDS WEST A DISTANCE OF 257.63 FEET; THENCE SOUTH 81 DEGREES 11MINUTES 57 SECONDS EAST A DISTANCE OF 138.11 FEET; THENCE SOUTH 00 DEGREES 46MINUTES 19 SECONDS EAST A DISTANCE OF 112.00 FEET TO THE POINT OF BEGINNING,CONTAINING 0.732 ACRES MORE OR LESS.

N87°33'38"E 555.06'(C)566.48'(P)

CAPPED "ECO" REBAR FOUND ATGRADE, AT CALCULATED CORNER

SW COR, NW 14, NE 14 SEC 10STONE FD, 0.2'BG

SE COR, NE 14, NE 14 SEC 10STONE FD, 0.1'BG

POINT OF BEGINNINGTRACT 1, MODERNIZED DESCRIPTION

S00°

42'4

7"W

136

2.05

'(C)1

362.

9'(D

)135

2.66

'(P)

N87°33'35"E 2674.70'

NORTHWESTCORNER OFDEER TRACESUBDIVISION,SECTION ONE

00 60' 120'

SCALE: 1" = 60'

SURVEY NOTES:BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY HAMILTON DESIGNS (PROJ.#2020-187) DATED AUGUST 2020.

BASIS OF BEARINGS: INDIANA STATE PLANE COORDINATES, EAST ZONE

BENCH MARK (NAVD88): TBM 1: 756.76' - MAGNAIL SET ±1' AG IN N SIDE OF PWP AT N END OF SITETBM 2: 758.72' - CUT "X" ON LIGHT POLE BASE SOUTH END OF SITE

VW I.E.,D&UE

D&UESD&UE

SANHCMESTM

R/W

MPE

TYPPREXRB-B

= VARIABLE WIDTH INGRESS/EGRESS DRAIN AND UTILITY EASEMENT= DRAINAGE AND UTILITY EASEMENT= SANITARY, DRAINAGE, AND UTILITY EASEMENT

= SANITARY SEWER= HANDICAP RAMP= MATCH EXISTING = STORM SEWER

= RIGHT OF WAY

= MINIMUM PAD ELEVATION

= TYPICAL= PROPOSED= EXISTING= RADIUS= BACK TO BACK

= SANITARY EASEMENT

= WATER AND UTILITY EASEMENT

SE

W&UE

= NORMAL POOL

= ELEVATION

NP

ELEV, EL

LF = LINEAR FEET

= NON-ACCESS EASEMENT

F:\2

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AutoCAD SHX Text

ABBREVIATIONS AND TERMS

T

S

T HY D

ROW

S

T

S

STSRBC

RB RB

RB

S

SRBCRBC

HCHCHC

MG HC ME

MG

MWMW

HC

ME ME

T

RB

ROW

ROW

MWW

W

BP

BP

T

T

T

OOOOOO

OOOOOO

OOOOOO

OOOOOO

[OH-E][OH-E]

[OH-E][OH-E]

[OH-E][OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

[NP][NP]

O

[G]

OOO

[W][W][S]

[S][S]

[S][S]

[S][S]

[S]

[S]

[S]

RB

RB

RB

RB

RB

RBREBAR FOUND IN CENTEROF ROAD PER PLAT



(PARCEL 1&2)

SSMH RIM=757.27IE=747.92(18"PVC N)IE=747.72(24"RCP E)IE=747.27(24"RCP S)

SSMH RIM=755.41IE=746.31(24"RCP N)IE=746.26(24"RCP W)

TBM1 EL=756.76MAG NAIL, N SIDE OF PWP

755

756

757

757

758

757

756

755

755

755

756755

755

755

754

755

755

755

756

757

757

752

757

756

757

757

755

756

758

755

758

755

757 758

757 75

9

760

756

760

760

758

758

755

756

756

POB PCL 1

MARKER FOUND ATSTA 1190+00,86.70'


MARKER FOUND AT PL STA 1195+76.1,86.0'


MARKER FOUND AT STA 1200+89.9,90.3'

OFFSET FROM CALCULATEDCENTERLINE OF US 31.

REBAR FOUND NEXT TOROW MONUMENT


CALCULATED CORNER


CALCULATED CORNERMAG NAIL FOUND ATGRADE 0.69'N, 0.25'W OFCALCULATED CORNER

CAPPED "CKW" REBARFOUND AT GRADE ANDCALCULATED CORNER

CAPPED "BJRC INC" REBARFOUND AT GRADE 0.8'W

OF CALCULATED CORNER

REBAR FOUND AT GRADE0.3'E & 0.6'E OF

CALCULATED CORNER

MAG NAIL FOUNDAT GRADE 0.5'W OF

CALCULATED CORNER

REBAR FOUND 2" AG,0.5'S OF CALCULATED

CORNER

REBAR FOUND ATGRADE, 0.4'S OFCALCULATEDCORNER

REBAR FOUND ATGRADE, 0.7'S OF

CALCULATEDCORNER

REBAR FOUND 2"AG,0.7'S OF CALCULATEDCORNER

IRON PIE FOUND 2"AG,0.5'S OF CALCULATEDCORNER



9(4) (1946)

DEED GAP OF 7'+/-


S82°55'30"W 302.50'(C)302.84'(P)

S00°

42'4

8"W

582

.94'

[ST]

[ST]

[ST] [ST]

[ST][ST]

[ST][ST]

20' RIGHT OF WAY &EASEMENT BK264 PG97


S

S

S

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S] [S] [S] [S]

[S]

[S]

[ST]

[S]

[S]

[S]

[S]

[S]

[S]

[S]SSMH RIM=755.03IE=745.96(24"RCP E)IE=745.86(24"RCP W)IE=746.92(8"PVC SW)

[ST][ST]

[W][W]

[W][W]

[W][W]



(PUBLIC ROW)


S87°02'34"W - 321.00'

N00°46'56"W - 112.00'

N81°08'21"W - 138.11'

S86°42'07"W - 97.25'

N00

°10'

52"E

- 41

8.24

'S88°23'23"W - 264.72'

N00

°42'

47"E

- 46

4.98

'

N82°55'30"E - 473.40'

N87°45'18"E - 4.12'

S16°

19'4

5"E

- 568

.31'

MUSTANG CT

S16°

19'4

5"E

- 491

.32'

20' REAR

BUFFER

YARD

35' REAR

BSL

20' REAR BUFFERYARD

40' REAR BSL

20' REAR

BUFFER

YARD

40' REAR

BSL

20' REAR BUFFERYARD

40' REAR BSL

V.W. I.E.D.&U.E.

V.W. D.&U.E.

V.W. I.E.D.&U.E.




20' D.&U.E.

20' D.&U.E.

20' D.&U.E.

20' D.&U.E.


20' D.&U.E.


V.W. I.E.D.&U.E.

20' D.&U.E.

PROJECT NO.

CHECK: DRAWN:

PLAN DATE:

DESIGN:

STATE OF

No.PE10707583

OO



[email protected]



CLIENT:

PROJECT:

PROJECT LOCATION:






2/2/2021

2006003


JOHNSON COUNTY

NE 14 , S10, T12N, R4E

SHEET NAME

SHEET NO.

APPROVAL PENDING

NOT FOR

CONSTRUCTION

PP102OVERALL EX.

CONDITIONS PLAN


AF

AF AF KG

N

"IT'S THELAW"

R



00 60' 120'

SCALE: 1" = 60'

EXISTING AUTODEALERSHIP

BUILDING TO BEREMOVED

EXISTING ASPHALTTO BE REMOVED


EXISTINGRESIDENTIAL

BUILDING TO BEREMOVED

EXISTING GRAVELTO BE REMOVED

EXISTING GRAVELTO BE REMOVED

EXISTINGCONCRETE TO BE

REMOVED


EXISTINGCONCRETE TO BE

REMOVED

VW I.E.,D&UE

D&UESD&UE

SANHCMESTM

R/W

MPE

TYPPREXRB-B



= RIGHT OF WAY



= SANITARY EASEMENT


SE

W&UE

= NORMAL POOL

= ELEVATION

NP

ELEV, EL

LF = LINEAR FEET


F:\2

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T

S

T HY D

ROW

S

T

S

STSRBC

RB RB

RB

S

SRBCRBC

MWMW

T

RB

ROW

ROW

MWW

W

BP

BP

T

T

T

OOOOOO

OOOOOO

OOOOOO

OOOOOO

[OH-E][OH-E]

[OH-E][OH-E]

[OH-E][OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

[OH-E]

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

OOO

[NP][NP]

[W][W][S]

[S][S]

[S][S]

[S][S]

[S]

[S]

[S]

RB

RB

RB

RB

RB

RB


(PARCEL 1&2)

SSMH RIM=757.27IE=747.92(18"PVC N)IE=747.72(24"RCP E)IE=747.27(24"RCP S)

SSMH RIM=755.41IE=746.31(24"RCP N)IE=746.26(24"RCP W)

TBM1 EL=756.76MAG NAIL, N SIDE OF PWP

755

756

757

757

758

757

756

755

755

755

756755

755

755

754

755

755

755

756

757

757

752

757

756

757

757

755

756

758

755

758

755

757 758

757 75

9

76075

6

760

760

758

758

755

756

756

POB PCL 1



9(4) (1946)

DEED GAP OF 7'+/-


S82°55'30"W 302.50'(C)302.84'(P)S0

0°42

'47"

W 1

362.

05'(C

)136

2.9'

(D)1

352.

66'(P

)

S00°

42'4

8"W

582

.94'

[ST]

[ST]

[ST] [ST]

[ST][ST]

[ST][ST]


S

S

S

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S]

[S] [S] [S] [S]

[S]

[S]

[ST]

[S]

[S]

[S]

[S]

[S]

[S]

[S]SSMH RIM=755.03IE=745.96(24"RCP E)IE=745.86(24"RCP W)IE=746.92(8"PVC SW)

[ST][ST]

[W][W]

[W][W]

[W][W]

20' BUFFER

YARD

40' REAR BSL

20' BUFFERYARD

20' FRONT BSL(LOCAL)

50' FRO

NT BSL (AR

TERIAL)

20' BUFFER

YARD



(PUBLIC ROW)


S87°02'34"W - 321.00'

N00°46'56"W - 112.00'

N81°08'21"W - 138.11'

S86°42'07"W - 97.25'

N00

°10'

52"E

- 41

8.24

'

S88°23'23"W - 264.72'

N00

°42'

47"E

- 46

4.98

'

N82°55'30"E - 473.40'

N87°45'18"E - 4.12'

S16°

19'4

5"E

- 568

.31'

LOT 21.426 AC.

62,137 SFLOT 10.921 AC.

40,137 SF

LOT 41.396 AC.

60,810 SF

COMMONAREA 'A'1.540 AC.

67,068 SF

LOT 55.35 AC.233,077 SF

50' FRO

NT BSL (AR

TERIAL)

S82° 55' 30"W 289.40'

N55°28'26"W - 50.17'

N16

° 19'

45"

W 1

54.8

6'

S82° 55' 30"W 354.54'

N7°

04'

30"

W 2

02.8

4'

S82° 55' 30"W 184.00'

S0° 4

2' 4

7"W

204

.73'

S82° 55' 30"W 211.74'

S0° 1

0' 5

2"W

102

.84'

S87° 40' 15"W 390.76'

N16

° 19'

45"

W 1

84.4

7'

MUSTANG CT

S16°

19'4

5"E

- 491

.32'

S0° 4

2' 4

7"W

260

.25'

LOT 31.220 AC.

53,158 SF

S82° 55' 30"W 351.82'

CAR WASH5,244 GSF

FUTURE BLDG.

5,100 GSF

DETENTION PONDN.P.=754.4BOT.=744.4

MAX 2YR=75X.XXMAX 10YR=75X.XXMAX 100YR=757.4

T.B.=758.4

6' SAFETY LEDG

E

6' S

AFET

Y LE

DG

E

T.B.=758.4

T.B.=758.4

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

2+00

3+00

4+00

5+00

6+00

BP:1+00.00

EP:6+25.93

PI:2+00.00

PI:3+22.94

PI:1+12.61

PI:1+79.30

PI:

5+67.69

1+50

2+50

3+50

4+50

5+50

760.

15

758.

6075

9.65

759.

5575

9.95

759.

86

759.

36

758.

86

759.

14

759.

5475

9.94

758.

3575

9.65

759.

15

758.

79

FUTURE BLDG.

5,100 GSF

FUTURE BLDG.

FUTURE BLDG.

24" RCPSTORM SEWER

24" RCPSTORM SEWER

18" RCPSTORM SEWER

8" SDR35 PVCSANITARY SEWER

18" RCPSTORM SEWER

15" RCPSTORM SEWER

15" RCPSTORM SEWER

15" RCPSTORM SEWER

8" SDR35 PVCSANITARY SEWER

610

621

622

624

612

613

402

601

602

603

652

651

403

20' REAR

BUFFER

YARD

35' REAR

BSL

20' REAR BUFFERYARD

40' REAR BSL

20' REAR

BUFFER

YARD

40' REAR

BSL

20' REAR BUFFERYARD

40' REAR BSL

V.W. I.E.D.&U.E.

V.W. D.&U.E.

V.W. I.E.D.&U.E.




20' D.&U.E.

20' D.&U.E.

20' D.&U.E.

20' D.&U.E.


20' D.&U.E.


V.W. I.E.D.&U.E.

20' D.&U.E.

SANITARY LATERALSTUB




FUTURE MULTI-USE TRAIL(BY OTHERS, PART OF US31 IMPROVEMENTS)




FUTURE CONCRETE WALK(SEE NOTE 2)




PROJECT NO.

CHECK: DRAWN:

PLAN DATE:

DESIGN:

STATE OF

No.PE10707583

OO



[email protected]



CLIENT:

PROJECT:

PROJECT LOCATION:






2/2/2021

2006003


JOHNSON COUNTY

NE 14 , S10, T12N, R4E

SHEET NAME

SHEET NO.

APPROVAL PENDING

NOT FOR

CONSTRUCTION

PP103OVERALL

DEVELOPMENT PLAN


AF

AF AF KG

N

"IT'S THELAW"

R



EXISTING ENTRANCE

TO REMAIN

NEW CONCRETE WALK

AUTO DEALERSHIP

STORMWATERDETENTION POND

CAR WASH

COMMERCIALOFFICE/RETAIL


PRIVATE D

RIVE

PRIVATE D

RIVE

NEW AUTODISPLAY/

PRIVATE DRIVE/PARKING

NEW AUTODISPLAY/


NEW AUTODISPLAY/


EXISTING ENTRANCE

TO REMAIN

STORMWATERDETENTION BASIN

NEW CONCRETE WALK

00 60' 120'

SCALE: 1" = 60'

NOTES:1. ALL FUTURE DEVELOPMENTS WILL BE REQUIRED TO MEET THE STANDARDS OF THE GATEWAY

OVERLAY DISTRICT, GW-OL, PER THE CITY OF FRANKLIN ZONING ORDINANCE.

2. CONCRETE WALK REQUIRED TO BE BUILT BY DEVELOPER/PROPERTY OWNER IF THE US 31IMPROVEMENTS PROJECT HAS NOT COMMENCED WITHIN 5 YEARS OF RECORDATION OF THESECONDARY PLAT FOR THIS DEVELOPMENT.


VW I.E.,D&UE

D&UESD&UE

SANHCMESTM

R/W

MPE

TYPPREXRB-B



= RIGHT OF WAY



= SANITARY EASEMENT


SE

W&UE

= NORMAL POOL

= ELEVATION

NP

ELEV, EL

LF = LINEAR FEET


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