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Home My WebLink AboutTopogrpahic SurveySTORM MANHOLE #2128 T.C. = 500.01 o 00 N p r TBM #2001 0o MAG NAIL SET ELEV = 741.90 x �� c ST 0 CONC. LANDSCAPE t6'zt� C/) 42.29 o WALK ® �v c\l AREA LT. . O GAS VALVE �. 00 (-fl WATER METER 6i O 0-) QD \� O W ® TELEPHONE PEDESTAL x LIGHT POLE x 0 Q O Q U +'Sel Ln � c Ln Q z '0n V 1 E 110th St z o 116th St E t 1 6th S9 n Oak Hill Mansion : SITE T o 00 N p r TBM #2001 0o MAG NAIL SET ELEV = 741.90 x �� c ST 0 CONC. LANDSCAPE t6'zt� C/) 42.29 o WALK ® �v c\l AREA LT. . ASPHALT PARKING ASPHALT DRIVE / ��D' 1�\ 1 I'v I / � \ �L � 0 / x / N lb \ 4 . c�1 \�O FFE= 745.18 0 x \x- 11 ,GAL / � x\ -- 0L:/ i \ - ,"OODT L 2 STORY rx_ DECKS' BRICK & FRAME END SEC. #2058 \\ \ �- �D BLDG. (MANSION) INV. NW. 24" CON = 492.82 �r x (� J LLJ \ o0 FLOOD ZONE "AE" \\ x �l 1\ ► • t \ \ \ �D 0 \\ x tK x \ \ x x k / I / x � � I x X �� xk� x 315 XCjv THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH 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. 0 x /`L "1J f (DOWN C NC. WALK /DECK ERS �, �K 4, 1� o^ LL l Q J pocn Q FLOOD ZONE "AE" x O MANSION REAL ESTATE, LLC INSTRUMENT No. 2013 -01692 PRIOR MILLER SURVEY INC JOB #30500, DATED 8/8/05 7.40 ACRES FLOOD ZONE DEFINI110N ■ ■ FLOOD ZONE "AE" 0 ZONE EXPLANATION "AE" SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100 YEAR FLOOD. BASE FLOOD ELEVATION DETERMINED. "X" AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. THE SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AS PER SCALED INTERPRETATION OF FLOOD RATE MAP #18057C 0229G AREA IN ZONE "AE" & "X" MAP DATED NOVEMBER 19, 2014. TOPOGRAPHIC SURVEY PART OF THE N.E. QUARTER, SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA m6l."T z Q ASPHAL I HAKKING THE WITHIN PLAT AND SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY AND ARE THEREFORE SUBJECT TO ANY STATEMENT OF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND SCHEDULE "B" OF A TITLE POLICY. THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULAR PROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY HEREON NAMED AND IS NOT CERTIFIED TO OR TO BE USED BY ANY OTHER PARTY. THE EVIDENCE, POSSESSION, OWNERSHIP, CONDITIONS ETC. COULD CHANGE CONSTANTLY AND THE USE OF THIS SURVEY IS LIMITED ONLY TO THE DATE INDICATED HEREIN. THE LOCATION OF THE TITLE LINES AND CORNERS ARE SUBJECT TO THE EVIDENCE FOUND IN THE PERFORMANCE OF THIS SURVEY. ADDITIONAL EVIDENCE PRESENTED TO MILLER SURVEYING, INC. MAY ALTER THE LOCATION OF THE TITLE LINES AND CORNERS. VICINITY MAP NOT TO SCALE c ST STORM SEWER -' o NE Faye Cr ELECTRIC METER ® CD c\l r Da GAS VALVE FIRE HYDRANT 00 (-fl WATER METER 6i O 0-) QD 00 O W ® TELEPHONE PEDESTAL c`s LIGHT POLE BM / TBM 0 Q O Q U +'Sel Ln � c Ln Q z '0n V 1 E 110th St z o 116th St E t 1 6th S9 n �l 1\ ► • t \ \ \ �D 0 \\ x tK x \ \ x x k / I / x � � I x X �� xk� x 315 XCjv THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH 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. 0 x /`L "1J f (DOWN C NC. WALK /DECK ERS �, �K 4, 1� o^ LL l Q J pocn Q FLOOD ZONE "AE" x O MANSION REAL ESTATE, LLC INSTRUMENT No. 2013 -01692 PRIOR MILLER SURVEY INC JOB #30500, DATED 8/8/05 7.40 ACRES FLOOD ZONE DEFINI110N ■ ■ FLOOD ZONE "AE" 0 ZONE EXPLANATION "AE" SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100 YEAR FLOOD. BASE FLOOD ELEVATION DETERMINED. "X" AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. THE SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AS PER SCALED INTERPRETATION OF FLOOD RATE MAP #18057C 0229G AREA IN ZONE "AE" & "X" MAP DATED NOVEMBER 19, 2014. TOPOGRAPHIC SURVEY PART OF THE N.E. QUARTER, SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA m6l."T z Q ASPHAL I HAKKING THE WITHIN PLAT AND SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY AND ARE THEREFORE SUBJECT TO ANY STATEMENT OF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND SCHEDULE "B" OF A TITLE POLICY. THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULAR PROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY HEREON NAMED AND IS NOT CERTIFIED TO OR TO BE USED BY ANY OTHER PARTY. THE EVIDENCE, POSSESSION, OWNERSHIP, CONDITIONS ETC. COULD CHANGE CONSTANTLY AND THE USE OF THIS SURVEY IS LIMITED ONLY TO THE DATE INDICATED HEREIN. THE LOCATION OF THE TITLE LINES AND CORNERS ARE SUBJECT TO THE EVIDENCE FOUND IN THE PERFORMANCE OF THIS SURVEY. ADDITIONAL EVIDENCE PRESENTED TO MILLER SURVEYING, INC. MAY ALTER THE LOCATION OF THE TITLE LINES AND CORNERS. VICINITY MAP NOT TO SCALE LEGEND + + c ST STORM SEWER -' o NE Faye Cr ELECTRIC METER ® TRANSFORMER r Da GAS VALVE FIRE HYDRANT WATER VALVE WATER METER 6i WATER METER PIT / VAULT QD STORM MANHOLE A END SECTION ® TELEPHONE PEDESTAL c`s LIGHT POLE BM / TBM 0 +'Sel Ln Founders Park c E 110th St 116th St E t 1 6th S9 Oak Hill Mansion : SITE T G,eek �00� w Tiffany Phatograplhy Studio LEGEND + + EXISTING FENCE ST STORM SEWER -' o NE EM ELECTRIC METER ® TRANSFORMER GAS METER Da GAS VALVE FIRE HYDRANT WATER VALVE WATER METER 6i WATER METER PIT / VAULT QD STORM MANHOLE A END SECTION ® TELEPHONE PEDESTAL LIGHT POLE BM / TBM BENCHMARK INFORMA110N HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID12A (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET TBM #2001 MAG NAIL SET ELEV: 741.90 LAND DESCRIPTION DESCRIPTION OF REAL ESTATE: PART OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, BEING DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT GEAR AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 17 NORTH, RANGE 4 EAST; THENCE ON THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 4 SOUTH 00 DEGREES 02 MINUTES 12 SECONDS EAST (ASSUMED BEARING) 77.86 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" ON THE SOUTH RIGHT OF WAY LINE OF 116TH STREET PER INSTRUMENT No.9809822045; THENCE ON SAID SOUTH RIGHT OF WAY LINE NORTH 85 DEGREES 58 MINUTES 44 SECONDS WEST 212.04 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; THENCE CONTINUING ON SAID SOUTH RIGHT OF WAY LINE NORTH 89 DEGREES 34 MINUTES 21 SECONDS WEST 58.91 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" ON THE WEST LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No. 2013001692 AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE ON SAID WEST LINE THE FOLLOWING 5 COURSES: 1) SOUTH 00 DEGREES 15 MINUTES 57 SECONDS EAST 118.21 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; 2) THENCE SOUTH 89 DEGREES 44 MINUTES 03 SECONDS WEST 24.00 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; 3) THENCE SOUTH 00 DEGREES 15 MINUTES 57 SECONDS EAST 307.93 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; 4) THENCE NORTH 89 DEGREES 44 MINUTES 03 SECONDS EAST 24.00 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083- 5) THENCE SOUTH 00 DEGREES 15 MINUTES 57 SECONDS EAST 214.72 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" TO THE NORTH LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No. 2009057323; THENCE ON SAID NORTH LINE NORTH 85 DEGREES 01 MINUTES 39 SECONDS WEST 32.39 FEET TO THE CENTERLINE OF COOL CREEK; THENCE MEANERING ALONG THE CENTERLINE OF SAID COOL CREEK THE FOLLOWING 9 COURSES: 1) NORTH 12 DEGREES 25 MINUTES 02 SECONDS EAST 27.65 FEET; 2) NORTH 41 DEGREES 38 MINUTES 45 SECONDS WEST 40.18 FEET; 3) NORTH 81 DEGREES 37 MINUTES 31 SECONDS WEST 101.42 FEET; 4) SOUTH 71 DEGREES 57 MINUTES 20 SECONDS WEST 303.75 FEET; 5) SOUTH 87 DEGREES 20 MINUTES 24 SECONDS WEST 75.30 FEET; 6) SOUTH 33 DEGREES 57 MINUTES 44 SECONDS WEST 63.18 FEET; 7) SOUTH 15 DEGREES 39 MINUTES 53 SECONDS WEST 43.69 FEET; 8) SOUTH 35 DEGREES 06 MINUTES 20 SECONDS WEST 111.14 FEET; 9) SOUTH 56 DEGREES 12 MINUTES 43 SECONDS WEST 46.28 FEET TO THE EAST RIGHT OF WAY LINE OF HAZEL DELL ROAD PER INSTRUMENT No. 9809822046; THENCE ON SAID EAST RIGHT OF WAY LINE NORTH 04 DEGREES 39 MINUTES 53 SECONDS WEST 107.70 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" ON THE SOUTH LINE OF A 4.45 ACRE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No.9609612190; THENCE ON SAID SOUTH LINE NORTH 32 DEGREES 15 MINUTES 16 SECONDS EAST 85.78 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; THENCE CONTINUING ON THE SOUTH LINE OF SAID 4.45 ACRE TRACT NORTH 31 DEGREES 14 MINUTES 12 SECONDS EAST 87.96 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; THENCE CONTINUING ON THE SOUTH LINE OF SAID 4.45 ACRE TRACT NORTH 67 DEGREES 25 MINUTE 11 SECONDS EAST 179.78 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" AT THE SOUTHEAST CORNER OF SAID 4.45 ACRE TRACT; THENCE ON THE WEST LINE OF SAID 4.45 ACRE TRACT NORTH 00 DEGREES 02 MINUTES 12 SECONDS WEST 431.80 FEET TO A MAG NAIL AT THE NORTHEAST CORNER OF SAID 4.45 ACRE TRACT; THENCE ON THE NORTH LINE OF SAID 4.45 ACRE TRACT NORTH 89 DEGREES 39 MINUTES 47 SECONDS WEST 369.05 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" ON THE EAST RIGHT OF WAY LINE OF HAZEL DELL ROAD PER INSTRUMENT No.9809822046; THENCE ON SAID EAST RIGHT OF WAY LINE NORTH 05 DEGREES 03 MINUTES 14 SECONDS WEST 138.51 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" ON THE SOUTH RIGHT OF WAY LINE OF 116TH STREET PER INSTRUMENT No.9339571; THENCE ON SAID SOUTH RIGHT OF WAY LINE SOUTH 89 DEGREES 33 MINUTES 41 SECONDS EAST 422.10 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; THENCE CONTINUING ON SAID SOUTH RIGHT OF WAY LINE SOUTH 67 DEGREES 57 MINUTES 55 SECONDS EAST 95.26 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" TO THE SOUTH RIGHT OF WAY LINE OF 116TH STREET PER INSTRUMENT No. 9809822047; THENCE ON SAID SOUTH RIGHT OF WAY LINE SOUTH 89 DEGREES 34 MINUTES 21 SECONDS EAST 100.00 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083 "; THENCE CONTINUING ON SAID SOUTH RIGHT OF WAY LINE NORTH 82 DEGREES 49 MINUTES 58 SECONDS EAST 151.33 FEET TO A 5 \8 INCH STEEL REBAR WITH A YELLOW CAP STAMPED "MILLER SURVEYING S0083" THENCE CONTINUING ON SAID SOUTH RIGHT OF WAY LINE SOUTH 89 DEGREES 34 MINUTES 21 SECONDS EAST 36.25 FEET TO THE POINT OF BEGINNING, CONTAINING 7.40 ACRES, MORE OR LESS. "THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT"