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HomeMy WebLinkAbout12090018.6TOPOGRAPHY SURVEY uc UNDERGROUND CABLE TV PART OF THE S.W. QUARTER, SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST of OVERHEAD UTILITY CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA FIRE HYDRANT WATER VALVE IFIXOD ZONE IMMITI I LAND DE8CFflPTION r r ® TRAFFIC SIGNAL MANHOLE ZONE EXPLANATION r DESCRIPTION OF REAL ESTATE PER INSTRUMENT No. 209054309 QS SANITARY SEWER MANHOLE "X" AREAS DETERMINED TO BE OUTSIDE .-' PARCEL I © CLEANOUT 500 -YEAR FLOODPLAIN. r r r LOT 2 OF BLOCK 6 OF THE SECONDARY FINAL PLAT FOR MAYFLOWER PARK, LOT 1 OF BLOCK 1, LOT 1 OF BLOCK 2, LOTS 1,2, & 3, BLOCK 5, LOTS 1 & 2 OF BLOCK 6, AND LOT 1 OF BLOCK 7, MAYFLOWER PARK DRIVE AND 99TH CURB INLET THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD r / STREET OF MAYFLOWER PARK, AN ADDITION TO THE CITY OF CARMEL, INDIANA, AS PER PLAT THEREOF, RECORDED ■ SQUARE STORM INLET AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY r/ SEPTEMBER 12, 2000, AS INSTRUMENT NUMBER 2000 - 45587, IN THE OFFICE OF THE RECORDER OF HAMILTON NATIONAL FLOOD INSURANCE PROGRAM AS PER SCALED INTERPRETATION OF � -' `� '° 187 COUNTY, INDIANA. 0D STORM MANHOLE FLOOD RATE MAP #18057CO215F. AREA IN ZONE " X " MAP DATED o 190 EXCEPTING THEREFROM: END SECTION NON- PRINTED PANEL `' ' A PART OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, OF THE SECOND UTILITY POLE 191 5p � PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, AND BEING ALL THAT PART OF THE GRANTOR'S LAND LYING WITHIN GUY ANCHOR THE RIGHT OF WAY LINES OF PARCEL 14 AS DEPICTED ON THE INDIANA RIGHT OF WAY PARCEL PLAT, ALSO 7¢t r ,�� DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE LIGHT POLE r r r NORTHWEST QUARTER OF SAID SECTION 7; THENCE NORTH 89 DEGREES 35 MINUTES 05 SECONDS EAST ( SOUTH 89 SIGN r DEGREES 39 MINUTES 59 SECONDS EAST - MEASURED) 112.339 METERS (368.56 FEET) (367.43 FEET BY INSTRUMENT r / r p MAILBOX r 9709725450) ALONG THE SOUTH LINE OF SAID QUARTER - QUARTER SECTION TO THE EASTERN LINE OF A 22.375 ACRE EXCEPTION TRACT TO SAID GRANTOR'S LAND AS DESCRIBED IN INSTRUMENT 9709725450 IN THE OFFICE OF THE O�. FLAG POLE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 05 SECONDS EAST r r �V� / / r r r V C (SOUTH 89 DEGREES 39 MINUTES 59 SECONDS EAST - MEASURED) 169.871 METERS (557.32 FEET) (556.92 FEET BY R/W RIGHT OF WAY r r ° INSTRUMENT NUMBER 9709725450) ALONG THE SOUTH LINE OF SAID QUARTER - QUARTER SECTION TO THE CENTERLINE B.S.L. BUILDING SET BACK LINE rrr , S / g , D r r' OF U.S.R. 421 (INCORRECTLY CALLED OUT AS WESTERLY RIGHT 0 F WAY BY INSTRUMENT 9709725450); THENCE R.B.S.L. REAR BUILDING SET BACK LINE r' Q� \\'\ r'r' S D r' VC' c� ALONG SAID CENTERLINE SOUTHEASTERLY 34.781 METERS (114.11 FEET) (120.73 FEET BY INSTRUMENT 9709725450 U. B. D. E. UTILITY &DRAINAGE EASEMENT rrr J ✓✓ r S r -' r r MEASURED) ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 69,622.131 METERS (228.419.07 FEET) un (229,182.75 FEET - MEASURED) (229,182.50 FEET BY INSTRUMENT 9709725450) AND SUBTENDED BY A LONG CHORD 1. /E. E. INGRESS - EGRESS EASEMENT rrr - v0 r r 1> HAVING A BEARING OF SOUTH 20 DEGREES 51 MINUTES 08 SECONDS EAST (SOUTH 19 DEGREES 48 MINUTES 22 /rr COI. / n °no, \� rr it \3G rr \ 0)�' r -- POW �� rr r VC rr \ n C9 , G p,��� � / / r rrr 0 555 PO 1 r 18G MAG NAIL FOUND / � r r � PER �N�EM r �. � SL• � 186 r r N cs 50 \ 197 5/8" IRON ROD WITH YELLOW CAP STAMPED "MILLER S0083" FOUND , R- 45.00 / = 199.58 rr rr 'o \ J' 191 CUT "X" SET / / �� rrr \ 192 Tan — 105:70 r ° �OOOO14 189 195 193 192 5/8" IRON ROD WITH YELLOW CAP / A=46 0 30 STAMPED "MID - STATES" FOUND rrr A Z,2N��,) SPHAL T ■g r -)3 183 5/8" IRON" ROD WITH YELLOW CAP / / j j ASPHALT \ 02 STAMPED BENCHMARK FOUND // /j \ � i\ ��00\ k" O182 5/8 IRON ROD WITH YELLOW CAP O<" STAMPED "WOOLPERT" FOUND t / / / / MARTIN - HARRISON REALTY WEST LLC \\ s o o / / INSTRUMENT No. 2009054309 (5) O O196 5/8" IRON ROD FOUND // / // // / \\ \\ �o LA / ■ / / 7.35 ACRES f \ G o cp / CONC \\ un / Jam/ / 4 / �`$ , // \ �_O_° / 183 f / / CON 15' SANITARY SEWER EASEMENT PER INSTIR N o 0020002411 ITEM A ASPHALT / J , � 0 GONG.O�F�CE OV / / ss °� A \ c'-\0? nP�- ZNO /I ,ems n/ / / / \ N P P �a SS ERRAL C � LO PLgNNs 8 'p / 69' 60 $ ���° r 9 r 4 \ !/ $ CoNC � P��i�� � 193 a ss S. Z° W ° cp ASPHALT s- \ 4ip e \\ 0, Ap R= 23,0.00 /lI �f f rJ < 00 \ L=2 !66 / / / / �' s ASPHALT Tan-10. 4 %i/ // / \\ . >� ,> '�. ■ \ LF9 gr „ i / \ N8817 42,E _ f / r c A_ �'_2 3 8 / \ 158.67 /� :erg w \ / 18 / STORM DRAWING EASEMENT PER 1' �'� \ 3�' o \ INSTRUMENT No. 2002 - 00024113 ,P _ \ \_ i N �9• \ ITEM #15 -P ���"� — . \ -� ASPHALT \ Alor � cP. 197 `tip % /'" /'-- '"' ¢ s� ��- / z ____ -� TBM #5653 — _ -- _ — _---- - - - - -- - - - - -- --- - - - --- i REBAR FOUND END SECTION ELEV= 887.67 -- _— _ - - - -- - - - - - -- , 196 �y � - -- -- - - -- 767,63 15 R.B.S.L. ELEV 6" R.47 ` - �� - - � N 88 °17' 42" E A� END SECTION \ \ 174 26 C & C REALTY CO. LLC RCP \ / / DRAINAGE MANHOLE #5777 ELEV = 881.85 \\ \ \ \\ INSTRUMENT No. 9609654024 / T.C. ELEV. = 887.08 / bR o\ �G c9 c9 SECONDS EAST - MEASURED) AND A LENGTH OF 34.781 METERS (114.11 FEET) (120.73 FEET BY INSTRUMENT 9709725450 AND MEASURED) TO A POINT "7" AS SHOWN ON SAID RIGHT -OF -WAY PLAT; THENCE SOUTH 20 DEGREES 52 MINUTES 00 SECONDS EAST (SOUTH 19 DEGREES 49 MINUTES 16 SECONDS EAST - MEASURED) 97.039 METERS (318.37 FEET -DEED AND MEASURED) (DISTANCE QUOTED FROM INSTRUMENT 9709725450) ALONG SAID CENTERLINE TO THE SOUTHEAST CORNER OF SAID EXCEPTION TRACT; THENCE SOUTH 68 DEGREES 14 MINUTES 30 SECONDS WEST (SOUTH 69 DEGREES 20 MINUTES 14 SECONDS WEST- MEASURED) 15.242 METERS (50.01 FEET -DEED AND MEASURED) ALONG THE SOUTH LINE OF SAID EXCEPTION TRACT TO THE WESTERLY BOUNDARY OF U.S.R. 421 AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 20 DEGREES 52 MINUTES 00 SECONDS EAST (SOUTH 19 DEGREES 49 MINUTES 16 SECONDS EAST - MEASURED) 184.432 METERS (605.09 FEET) (599.52 FEET - MEASURED) ALONG SAID WESTERLY BOUNDARY TO THE SOUTH LINE OF SAID GRANTOR'S LAND; THENCE SOUTH 87 DEGREES 17 MINUTES 00 SECONDS WEST (SOUTH 88 DEGREES 17 MINUTES 42 SECONDS WEST- MEASURED) 1.852 METERS (6.08 FEET -DEED AND MEASURED) ALONG SAID SOUTH LINE; THENCE NORTH 20 DEGREES 52 MINUTES 00 SECONDS WEST (NORTH 19 DEGREES 51 MINUTES 18 SECONDS WEST- MEASURED) 28.357 METERS (93.03 FEET) (93.02 FEET - MEASURED) TO POINT "521" DESIGNATED ON SAID RIGHT -OF -WAY PARCEL PLAT; THENCE NORTH 24 DEGREES 40 MINUTES 51 SECONDS WEST (NORTH 23 DEGREES 40 MINUTES 09 SECONDS WEST- MEASURED) 30.067 METERS (98.65 FEET -DEED AND MEASURED) TO POINT "522" DESIGNATED ON SAID RIGHT -OF -WAY PARCEL PLAT; THENCE NORTH 21 DEGREES 41 MINUTES 06 SECONDS WEST (NORTH 20 DEGREES 40 MINUTES 24 SECONDS WEST- MEASURED) 70.007 METERS (229.68 FEET -DEED AND MEASURED) TO POINT "523" DESIGNATED ON SAID RIGHT -OF -WAY PARCEL PLAT; THENCE NORTH 20 DEGREES 52 MINUTES 00 SECONDS WEST (NORTH 19 DEGREES 51 MINUTES 18 SECONDS WEST- MEASURED) 55.424 METERS (181.84 FEET) (176.29 FEET - MEASURED) TO THE SOUTH LINE OF SAID EXCEPTION PARCEL; THENCE NORTH 68 DEGREES 14 MINUTES 30 SECONDS EAST (NORTH 69 DEGREES 20 MINUTES 14 SECONDS EAST - MEASURED) 4.760 METERS (15.62 FEET) (15.98 FEET - MEASURED) ALONG SAID SOUTH LINE TO THE POINT BEGINNING AND CONTAINING 0.0695 HECTARES (0.172 ACRES), MORE OR LESS, BEING THE SAME REAL ESTATE SHOWN AS "FUTURE R/W TO BE CONVEYED TO INDOT" ON THE SECONDARY FINAL PLAT FOR MAYFLOWER PARK, LOT 2, BLOCK 6, THE PLAT OF WHICH IS RECORDED AS INSTRUMENT NUMBER 200000045587 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. PARCEL II TOGETHER WITH EASEMENTS AND ASSOCIATED RIGHTS AS SET FORTH IN A DECLARATION OF COVENANTS AND EASEMENTS DATED JUNE 6, 1997 AND RECORDED JUNE 26, 1997 AS INSTRUMENT NUMBER 9709725451 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. OD \ 50 / e 15 SANITARY SEWER 0-E \ EASEMENT PER INSTR # 200200024114 END SECTION ) \ \ GRAPHIC SCALE ITEM No 17 12" RCP END SECTION ELEV = 882. „ 1 ( �� 0 20 40 80 38 18 PVC \ SCALE : 1" = 40' ELE V. = 881.58' � \ \ s \ THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. REVISIONS 49 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES N'll At SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR REV. DATE BY DESCRIPTION ,�g ,, \ 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. HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM TBM #5653 NAVD 88 REBAR FOUND ELEV= 887.67 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID03 (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULAR PROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY A, 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. 175 IN Y No. � LS20400007 STATE OF �% � • • /NDIANa ••y0���� MILLER SURVEYING INC. M S 948 CONNER STREET NOBLESVILLE INDIANA 46060 PH. # (317) 773 -2644 FAX 773 -2694 LOCATION: PART OF THE S.W. QUARTER, DRAWN BY: MJJ CHK'D BY: KNA SECTION 7, T1 7N, R3E SCALE: 1" = 50' FIELD BOOK: 56 CLAY TWP., HAMILTON COUNTY, INDIANA FIELD WORK COMPLETED: 8/31/2010 DATE: 9/13/2010 PAGE: 2 CLIENT: BRIAN CROSS JOB NUMBER SURVEY 4 FILE: DESCRIPTION: Tnpnr_Repuv cl IQ\/r'V D 7 A 'I C-, S2 120