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854Field Entrance Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758SPRING MILL ROAD(PUBLIC - VARIABLE R/W)(PUBLIC - VARIABLE R/W)EXCEPTION IICIT
Y
OF
C
A
R
MEL
INST
R.
No. 2005-133350.534 Ac. ±EXCEPTI
O
N ICITY OF CARMELINST
R.
No. 2012-0226011.141 Ac. ±WEST 116TH STREET
WILLI
A
M
S
C
R
E
E
K
BILLY CREEK ASSOCIATES
Inst. No. 92-022718
12.422 Ac.±(M)
(Parcel 1)
BILLY CREEK ASSOCIATES
Inst. No. 92-022718
10 Ac.±(D)
(Parcel 2)
BILLY CREEK ASSOCIATES
Inst. No. 92-025467 0.138Ac.±(D)
(Parcel 3)
As Surveyed
20.728 Ac.±(M)
20.561 Ac.± Net
of App. R/W
FOUND REBAR W/ CAP
STAMPED "WEIHE"
ON LINE & 28.0' N. OF COR.
N.E. Cor., N.E.1/4
Sec. 3-T17N-R3E
Found Harrison Monu.
per H.C.S. Ties
S.E. Cor., S.E.1/4
Sec. 34-T18N-R3E
Found Harrison Monu.
per H.C.S. Ties
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C100 - Topographical Survey.dwg - C100AModified / By:March 19, 2022 4:42:09 PM / ecarsonPlotted / By:March 19, 2022 4:45:35 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.TOPOGRAPHICAL SURVEY / DEMO PLANC100A
LEGEND
CONTOUR
SWALE
LAKE NORMAL POOL ELEVATION
SANITARY SEWER (w/LATERAL)
STORMSEWER
FORCE MAIN
WATERLINE
GASLINE
FENCELINE
TREELINE
LIGHTPOLE
FIRE HYDRANT
WATER VALVE
WATER METER
CLEANOUT
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
ELECTRIC TRANSFORMER
CONTROL POINT
DENOTES FEATURES TO BE REMOVED
DENOTES SNOW FENCE TO BE INSTALLED FOR
TREE PROTECTION
CONSTRUCTION LIMITS
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
NOTES
THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES
AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY
CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300)
SHOULD BE INSTALLED AS SOON AS PRACTICAL.
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE
FOOT OF THE PROPOSED RIGHT-OF-WAY.
BENCHMARK DATA
TBM #1
THE NORTH RIM OF A SANITARY MANHOLE IS THE
SOUTHWEST QUADRANT OF THE INTERSECTION OF
SPRING MILL ROAD AND OTTO LANE.
ELEV=857.21 (NAVD 88)
ORIGINATING BENCHMARK
HAM 64
HAMILTON COUNTY BENCHMARK HAM 64: AN
INDIANA DEPARTMENT OF NATURAL RESOURCES
CONTROL STATION TABLES STAMPED "HAM 64 1989"
AT THE WEST 116TH STREET BRIDGE OVER
WILLIAMS CREEK ON THE SOUTHWEST CONCRETE
WINGWALL OF THE BRIDGE.
ELEV=834.28 (NAVD 88)
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.
INSTITUTIONAL
PUD
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL