PRIMARY PLAT FOR
Transcript of 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
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'
OFFSET FROM CALCULATEDCENTERLINE OF US 31
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
SIMON RD(PUBLIC ROW)
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
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
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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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)
SIMON RD(PUBLIC ROW)
US HWY 31 / N. MORTON ST.
(PUBLIC ROW)
RANSDELL DR(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
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.
VARIABLE WIDTH 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
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
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
PP101PRIMARY PLAT
1. REV PER TRC COMMENTS 3/1/2021
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
PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OF THESECOND PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
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
PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OF THESECOND PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
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:
PART OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 12 NORTH, RANGE 4 EAST OF THESECOND PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
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
020\
2006
003
- Hub
ler F
ord\
02 C
ivil\
Plan
s\In
frast
ruct
ure\
PRIM
ARY
PLAT
.dw
g, P
RIM
ARY
PLAT
, 3/1
/202
1 3:
54:0
4 PM
, Ash
ton
Fritz
, DW
G T
o PD
F.pc
3, A
NSI
full
blee
d D
(34.
00 x
22.
00 In
ches
), 1:
1
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
REBAR FOUND IN CENTEROF ROAD PER PLAT
BDH REALTY, LLCINST# 2019-003350
(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'
OFFSET FROM CALCULATEDCENTERLINE OF US 31
MARKER FOUND AT PL STA 1195+76.1,86.0'
OFFSET FROM CALCULATEDCENTERLINE OF US 31
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 OF
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
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'
[ST]
[ST]
[ST] [ST]
[ST][ST]
[ST][ST]
20' RIGHT OF WAY &EASEMENT BK264 PG97
20' DRAINAGE & UTILITYEASEMENT BK264 PG96&BK 262 PG 851
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]
SIMON RD(PUBLIC ROW)
US HWY 31 / N. MORTON ST.
(PUBLIC ROW)
RANSDELL DR(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.
10' STREET TREE & SIDEWALK EASEMENT
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.
VARIABLE WIDTH D.&U.E.
20' D.&U.E.
20' SANITARY EASMENT
V.W. I.E.D.&U.E.
20' D.&U.E.
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
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
PP102OVERALL EX.
CONDITIONS PLAN
1. REV PER TRC COMMENTS 3/1/2021
AF
AF AF KG
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
00 60' 120'
SCALE: 1" = 60'
EXISTING AUTODEALERSHIP
BUILDING TO BEREMOVED
EXISTING ASPHALTTO BE REMOVED
EXISTING ASPHALTTO BE REMOVED
EXISTINGRESIDENTIAL
BUILDING TO BEREMOVED
EXISTING GRAVELTO BE REMOVED
EXISTING GRAVELTO BE REMOVED
EXISTINGCONCRETE TO BE
REMOVED
EXISTING ASPHALTTO BE REMOVED
EXISTINGCONCRETE TO BE
REMOVED
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
020\
2006
003
- Hub
ler F
ord\
02 C
ivil\
Plan
s\In
frast
ruct
ure\
PRIM
ARY
PLAT
.dw
g, O
VER
ALL
EX C
ON
D P
LAN
, 3/1
/202
1 3:
54:0
7 PM
, Ash
ton
Fritz
, DW
G T
o PD
F.pc
3, A
NSI
full
blee
d D
(34.
00 x
22.
00 In
ches
), 1:
1
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
BDH REALTY, LLCINST# 2019-003350
(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
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)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]
20' DRAINAGE & UTILITYEASEMENT BK264 PG96&BK 262 PG 851
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
SIMON RD(PUBLIC ROW)
US HWY 31 / N. MORTON ST.
(PUBLIC ROW)
RANSDELL DR(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.
10' STREET TREE & SIDEWALK EASEMENT
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.
VARIABLE WIDTH D.&U.E.
20' D.&U.E.
20' SANITARY EASMENT
V.W. I.E.D.&U.E.
20' D.&U.E.
SANITARY LATERALSTUB
SANITARY LATERALSTUB
SANITARY LATERALSTUB
SANITARY LATERALSTUB
FUTURE MULTI-USE TRAIL(BY OTHERS, PART OF US31 IMPROVEMENTS)
FUTURE MULTI-USE TRAIL(BY OTHERS, PART OF US31 IMPROVEMENTS)
FUTURE MULTI-USE TRAIL(BY OTHERS, PART OF US31 IMPROVEMENTS)
FUTURE MULTI-USE TRAIL(BY OTHERS, PART OF US31 IMPROVEMENTS)
FUTURE CONCRETE WALK(SEE NOTE 2)
FUTURE CONCRETE WALK(SEE NOTE 2)
FUTURE CONCRETE WALK(SEE NOTE 2)
FUTURE CONCRETE WALK(SEE NOTE 2)
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
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
PP103OVERALL
DEVELOPMENT PLAN
1. REV PER TRC COMMENTS 3/1/2021
AF
AF AF KG
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
EXISTING ENTRANCE
TO REMAIN
NEW CONCRETE WALK
AUTO DEALERSHIP
STORMWATERDETENTION POND
CAR WASH
COMMERCIALOFFICE/RETAIL
COMMERCIALOFFICE/RETAIL
PRIVATE D
RIVE
PRIVATE D
RIVE
NEW AUTODISPLAY/
PRIVATE DRIVE/PARKING
NEW AUTODISPLAY/
PRIVATE DRIVE/PARKING
NEW AUTODISPLAY/
PRIVATE DRIVE/PARKING
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.
COMMERCIALOFFICE/RETAIL
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
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