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HomeMy WebLinkAbout06110015 ALTA/ACSM Land Title SurveyE a. ch i 9 i 3 z N D 7 N i N n x 0 .- 6 t v N89'00'54 "E V 528.80' REC , 0 Q SRF w w FIRE HYDRANT NW CORNER WATER VALVE NE QURTER ,, o WATER METER SE QUARTER o of N89'00'54 "E SECTION 25, 0 M 1 75.00' REC T18N, R3E TELEPHONE PEDESTAL I I I POB INST #8614018 (753.83' SOUTH & 7 6.5' WEST RECORD 753.83' SOUTH & 6 4.09' WEST M'D) OF NE CORNER SE (�1ARTER W IZ t` Q 0 L WIn 0 ler ao w 00 D ION z m o LLl LLJ Iz KZ ~ Q J �� 0 IN W J t N w z U -- I I AL TAIA CSM LAND TITLE SURVEY MAIN STREET NORTH LINE SE QUARTER S89'00'54 "W 1309.37' NE CORNER OF INSTRUMENT No.200100055797 ,EAST R/W LINE OF MONON RAILROAD Am I RESIDENTIAL CONSTRUCTION L P LAND DESORPMON 4 SURVEYOR'S t.PORT THEORY OF LOCATION ®SRF THIS IS AN ALTA /ACSM LAND TITLE SURVEY AS ADOPTED BY AMERICAN LAND TITLE ASSOCIATION, THE NE CORNER NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS 2005. INCLUDED ARE THE FOLLOWING OPTIONAL ITEMS FROM SE QUARTER 8, 9, 10, SECTION 25, TABLE A OF THE OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS: ITEMS 1, 2, 3, 4, 7 a , SECTI R3E 11(a), AND 13. THIS IS AN ORIGINAL SURVEY OF THE SUBJECT PARCEL IN ACCORDANCE WITH THE T1 8N, REQUIREMENTS OF INDIANA ADMINISTRATIVE CODE TITLE 865, ARTICLE 1, CHAPTER 12 THAT DEFINES THE "MINIMUM STANDARDS FOR COMPETENT PRACTICE OF LAND SURVEYING." • • INSTRUMENT No.200100055797 DESCRIPTION-OF REAL ESTATE: PER INSTRUMENT #1986 -14018 1 S89'00'54 "W APART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 125.00' REC EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: .. \. I S89000'S4 "W T" OF POSSIBLE o "' BEGIN AT A POINT ON THE EAST RIGHT OF WAY LINE OF THE MONON RAILROAD 753.83 AREA OF POSSNXE I .. - ' c,�,P ass' 128,00' M'D /REC 81 FEET SOUTH OF THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 25, S pE �.ss• TOWNSHIP 18 NORTH, RANGE 3 EAST, WHICH POINT IS 706.5 FEET, MORE OR LESS, i s' NORTH - - - - - - -- ---- ---------- -• ---. - - POSSRU WEST OF THE EAST LINE OF SAID SECTION; AND RUN THENCE A , I =## ' '" ' "4'-0' c 7.�s' 90 FEET, WEST 125 FEET TO A TO SAID EAST RIGHT OF WAY LINE OF THE MONON �L 2 . • : .. . :.'•_ ` ".. `, 01 RAILROAD, THENCE SOUTH 90 FEET TO THE PLACE OF BEGINNING. i 3'2 } ASPHALT � I -��i� Q.. , N o _ �" CITY OF CARAMEL �-0 a DEED NOT FOUND OR PROVIDED . . . • . !rt 0 c_i 1 STORY ao�' (16- 09- 25-- 16 -05- 004.000) i. -u .� BLOCK BLDG ;5, , i. N • 23' 59.x', j. cal- a REEDER AND KLINE o N -- . MACHINE COMPANY, INC. p I P B INST #8614017 I il� t4, INSTRUMENT 8614018 I a p , .. sLoc oN rt+E catr�ot (753.1' SOUTH & 413.2' WEST REC RD / 0.26' ACRES Z nnEE W s.s4• J.. NE CORNER SE QUARTER . . . I. . . AREA OF .. : 14 41'!E- �`�. .� 3 Poss,e�E 3 se.�o� REC c 2 . NOTE: . 4p 2FLILEONEMIPP0.73' � . . • • • - . ... . 75' RDE J.W. MORROW / R.J. FOLLETT BRAIN WAS '�:�. i 7.7JV A C 8.47' 5.09 . . `` ESTABLISHED PER J.W. MORROW / R.J. r. • '" •254 S89 'S4•W i P 4 s8. REC FOLLETT DRAIN MAP PREPARED BY GREG T. N 89 00 5 S89 00 54 W 'P . - . . . AREA OF P • � . 125.00' M'D /REC 2$0.90' M'D/ 2$1.30 REC I INSHAW ON SEPTEMBER 09, 1981 AND nnF 0.7�' 1 SPHALT. I.I. APPROVED BY KENTON C. WARD, HAMILTON REEDER AND KLINE 1 STORY ... . • . ' - ' I COUNTY SURVEYOR .. ..I ! u: PAN IN BLOCK BL G � w ... k i Go MACHINE COM Y, C..� . - . w ! INSTRUMENT 8614017 .f . I Ivies... . .. Q . 1 I �po w I �, 0.48 ACRES ,.. .��. �` ;ooh- a mo k 4" i M .�.p ' O 11.75' fY 4 2 10 0. . N la- 3 W . -- I ... f 32. 00... O 1- J z. ..:nom C k, Z� l z� `�` z o Oft - �. - o W �- LUCCAS PROPERTIES, LLC o -, 0 MA i A ti w cc HELEN L 0 C - i b _ - - LO _ i 1 _ _ . • :.:_ :. INSTRUMENT N o. 0 3000 2330 IN TRUME 2 0 �n 2i S 6 1 1 00 9 32 N o. 00 0 INSTRUMENT 2 T N E 0 3 w m. a A as .: �� _ - 4 .. .3 - 11 � R O. W • J . _- _ .. � . ZQ 0 3 i N89'00'54 "E 280.60' M'D /REC } _ ' ° 4 }.'`: - i ... ... ..... ? x NEIGHBOR'S . . ... S89'00'S4 W ,a3,' W. .. a o !, 10.10• p ' GARAGE .. . _ •.... 274.1.6'M'D/.-28.0:60'. EC A ... T• - - . - -.. . ° 589'05'15 "W BLDG DOES NOT OVERLAP .. . :�' .•104.6' , ;n 3 I �. . .. ... .. ... ... ... , ..1111 � 165.00 M D/REC 'T'_�, I . to :. . . REEDER AND KLIN ::.. 0.67 0.59' w gS ,,4:r , MACHINE COMPAN , INC. 0 .. °`�• REEDE AND KLINE MACHINE COMPANY, INC. POB INST #8410733 1. o & ASPHALT N TR M NT 831 54 3 W.� = . INSTRUMENT . T o 0 . S . . .. . . . . . .... . . . I S U E 6 a; N 0.8410733 v (469.50 NORTH & 200 WEST �, o ' ww RECORD OF SE CORNER NE i. o 2' ....... SS `moo - . w. 0.57 ACRES . Y o .... t� ::' : '_`.: . : 0.25 RES VACANT LOT • - o SMALL VEGETATION AND GRASS o� QUARTER SE QUARTER o l o .ST .. 1 STORY o 0 0 L. O . O �,, _ - ._. . . .. - _ _ - O O (n .. - ,:= 14 a a .. K L G ' BLOC B D 0 D rn 1 HARTM AN { . I R NE HOWARD AND M A LE rn . - HO A D D z o . . .. .. in 0 Z _ % 0 _ v� - 33 � PG 3 K. 9 - : f =:•� R B 30 RECORD �: DEED CO - i� :: _ E E �' ,• Z -11 co ` . _ - - W 0 _L r I - . '' - S�roN �//�. �I V, a =� I ' . 104.9 W . . . 7.42' .i ` ', W0. .. . . . . ... . . . ..- . .. . . ._... . ... .. i r' . . 1 . .... .. ...... .. - .. ... . ... ... ,` • .. .. .. - -. _. .- , ... .. .. `_ :' _.. ... .. ... ... ... .. .. .. .. .. 75 RDE ... RD • ,a9 3•' 75 E . . . .. ... . r - -- 1 ... .. .. - - - -- --- -- _ . ... ... . ... 5 -__ .. -. ... -. -. .. •..... .. ' ... N89'0515 E - ]8 .... . ,•l - ... . ... - -- - - - -- . .. .. .. - - .. .. ... . .. - .. . _ - . - Ng9'00'S4 "E 73 �� .. ... ..... ... .165,00' . M.. I.. _ 280.60 REC -' . . . .. . .. . . . 27.2. 77 M .D /. ' . -- r. ... ..ASPHALT 3R E _- - - - - -- ,, .. .. - .. • . • . • . � - - . � . - .. � . - .. - � • .. • . . - . . - - - d • � S QTR E �`� � .. .. .. .. . - • • • - . - - - - • • - � - . % � - - � :--- .,.---- �___ --_ . _ .. .. .. ..... W - _ - -- .�- _.______----- - - - - -- --- - - --�: ----------.----------------- ,. - - - _____' -�-_.-- •- _-.--. -- - • - - - - -- - I `. ;- POB INST #8316051 ' �' - . (828.1' SOUTH & 418.8' WEST RECORD . - I OF NE CORNER I . ' -� q I LEGEND . . G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE ST STORM SEWER OE --- OVERHEAD ELECTRIC CHAINED LINK FENCE 41 GAS METER M'D FIRE HYDRANT in WATER VALVE iv WATER METER Eli CURB INLET 13 SQUARE STORM INLET Qj TELEPHONE PEDESTAL M'D MEASURED REC RECORD SRS STEEL REBAR SET SRF STEEL REBAR FOUND MNS MAG NAIL SET MNF MAG NAIL FOUND A7C AIR CONDITIONING UNIT `a•) UTILITY POLE PER C.S. REFERENCES T18N, R3E P.-'e... --r.. ;��- EXISTING STONE w .— •.•.'.'.•.•- EXISTING ASPHALT ! : ..j.. .. -I > ; '' - �'.. _•� .r� EXISTING CONCRETE . { .�•i••� • . •. / -• M W SECTION 25 -18 -3 NORTHEAST QUARTER SE QUARTER SECTION 25 -18- -3 DETAIL NOT TO SCALE 0 SRF SRF NW CORNER PT No. LOCATION SIZE TYPE NE QURTER MAIN STREET NE CORNER SE QUARTER NORTH LINE SE QUARTER SE QUARTER SECTION 25, S89'00'54 "W 1309.37' SECTION 25, T18N, R3E PER C.S. REFERENCES T18N, R3E It 1 ST EET w .— I �_ � Li 0 > Q `. °a -- w M W W r- F_ SITE Q V) W T_ w wZ w - '` U) w _z > z Qw Z 2 N w 0 -j z W Z FLUSH -j O 0 0 t � 3RD STREET (nn °O Q (n a:: w v' W 12 71 30© 75 T1TLE CORNERS 5/8" X 24" STEEL FLUSH SET THIS SURVEY HELD ® SRF REBAR W/ MILLER CAP OUTH LINE NE 1 /4 SE 1 /4 SE CORNER NE QURTER SE QUARTER SECTION 25, T18N, R3E VICINITY MAP NOT TO SCALE THIS IS AN ALTA AND RETRACEMENT SURVEY OF THE LAND DESCRIBED IN INSTRUMENT No. 8614018 BEING PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN. THIS SURVEY IS AN ALTA /ACSM LAND TITLE SURVEY PER THE CLIENT'S REQUEST. THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER WAS ESTABLISHED BY FOUND MONUMENTS THAT ARE REFERENCED IN THE HAMILTON COUNTY SURVEYOR'S OFFICE AND WAS VERIFIED BY PRIOR WEIHE ENGINEERS INC. AND MILLER SURVEYING INC SURVEYS. THE CENTER LINE OF MONON RAIL WAS ESTABLISHED PER INSTRUMENT No. 2001 - 00055797 AND THE EAST RIGHT OF WAY WAS. PROTRACTED 75.00 FEET EAST OF THE ESTABLISHED CENTERLINE. THE SUBJECT PARCEL WAS ESTABLISHED BY RECORD DESCRIPTION FOUND IN INSTRUMENT No.8614018. THE POINT OF BEGINNING OF SAID DESCRIPTION IS 753.83 FEET SOUTH AND 706.5 FEET MORE OR LESS WEST OF THE NORTHEAST CORNER OF THE SAID SOUTHEAST QUARTER, SAID POINT BEING ON THE EAST RIGHT OF WAY OF SAID MONON RAILROAD, SAID EAST RIGHT OF WAY LINE WAS HELD WHICH CREATES A 694.09 FEET MEASURED/ 706.5 FEET RECORD AS SHOWN ON THE DRAWING. A) AVAILABILITY OF MONUMENTS: HELD/ PT No. LOCATION SIZE TYPE DEPTH HISTORY /AGE NOT HELD NE CORNER COMMON REPORT SE QUARTER SECTION 25 -18 -3 STEEL REBAR FLUSH PER C.S. REFERENCES HELD �?� NW CORNER NE QUARTER COMMON REPORT ``�- SE QUARTER SECTION 25 -18 -3 STEEL REBAR FLUSH PER C.S. REFERENCES HELD SE CORNER NE QUARTER COMMON REPORT ® SE QUARTER SECTION 25 -18 -3 STEEL REBAR FLUSH PER C.S. REFERENCES HELD 2 83 TITLE CORNERS MAG NAIL FLUSH SET THIS SURVEY HELD ® 85 SUBJECT PARCEL 12 71 30© 75 T1TLE CORNERS 5/8" X 24" STEEL FLUSH SET THIS SURVEY HELD 73 n n 78 SUBJECT PARCEL REBAR W/ MILLER CAP B.). OCCUPATION: UNCERTAINTY DUE TO OCCUPATION THE POSSESSION ON THE NORTH IS TO THE EXISTING STONE DRIVE. THE POSSESSION ON THE WEST LINE IS TO THE STREET IMPROVEMENTS OF 2ND AVENUE. THE POSSESSION ON THE SOUTH LINE IS TO THE THERE THE SHOWN ON THE DRAWING. RUNS ALONG E LINE THE BUILDING I NG BUILDING. X STI NEIGHBOR'S E T EAST LINE. H N IN ON E HY ICAL LINE OF OCCUPATION 0 N FOUND WASNOP S 0 (THE UNCERTAINTY DUE TO INCONSISTENCIES IN LIES OF OCCUPATION ARE EQUAL TO THE DIFFERENCES 00 rD SHOWN BETWEEN THE PROPERTY LINE EVIDENCE FOUND AND THE TITLE LINES RETRACED BY THIS SURVEY. C-1 W t C CLARITY OR AMBIGUITY OF RECORD DESCRIPTIONS: UNCERTAINTY DUE TO RECORD DESCRIPTIONS W -j THERE IS A POSSIBLE TITLE GAP ON THE NORTH AND EAST LINES OF THE SUBJECT PARCEL DUE TO o RECORD DESCRIPTIONS AS SHOWN ON THE DRAWING. o or- THERE IS A POSSIBLE TITLE OVERLAP ON THE SOUTH LINE OF THE SUBJECT PARCEL DUE TO RECORD b DESCRIPTIONS AS SHOWN ON THE DRAWING. 0 cn THEORETICAL UNCE TAI TY: (DUE TO RANDOM ERRORS IN MEASUREMENTS): UNCERTAINTY DUE TO RAND M ERRORS IN MEASUREMENTS (THEORETICAL UNCERTAINTY) �! FOR MEETS -THE REQUIREMENTS OF AN ALTA ACSM LANG TITLE SURVEY AND A CLASS THE � RVEY PER MED _ / T B SURVEY ACCORDING TO TITLE 865 I AC 1.1 - 12 E T SE Q . TH E ALLOWABLE E TH EO T1CAL UNCERTAINTY Y � S ARE SHOWN OWN ON PLUS OR MINUS 0.25 FEET FOR THE SET MONUMENTS. THE VARIANCES 0 MEASUREMENTS F THE PLAT OF SURVEY. FLOOD HAZARD STATEMENT: THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE 0 ANY UNCERTAINTY AND T OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. THE ABOVE REAL ESTATE IS SITUATED IN ZONE "X" AS SAID LAND PLOTS BY SCALE ON COMMUNITY PANEL #18057CO207 F OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY DATED FEBRUARY 19, 2003. FLOOD ZONE DEFINITION ZONE EXPLANATION X AREAS OF MINIMAL FLOODING X AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAN. THE WITHIN PLAT AND SURVEY WERE 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. TO: HAMILTON TITLE SECURITY LLC., HORIZONTAL CONTROL: YUNPNEG AND SOPHIA HUANG THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE NORTH, RANGE 3 EAST WAS ESTABLISHED BY FOUND AND VERIFIED REFERENCED COUNTY MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND SURVEYOR'S MONUMENTS AND WAS VERIFIED BY PRIOR WEIHE ENGINEERS INC. AND MILLER TITLE SURVEYS. JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES SURVEYING INC, SURVEYS. ITEMS 1,2,3,4,7(A ),8,9,10,11(A) AND 130E TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS 54 SRF ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, THE UNDERSIGNED BASIS OF BEARINGS SE CORNER FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR NE QURTER REGISTERED IN THE STATE OF INDIANA, THE MAXIMUM RELATIVE POSITIONAL ACCURACY IS THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE EAST LINE OF THE SE QUARTER 0.25 FEET. NORTHEAST QUARTER OF THE SOUT -HEAST QUARTER OF SECTION 25, T18N, R5E. BEING SECTION 25, NORTH 00'00'00" EAST. T18N, R3E DATE: _ _3._Q_.M�__ _ '**"N* eoo� \\ \0Alit I I III / / / /// � I ...... �//'/ UTILITY NOTE. ` /< �/x THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR SIGNED: Q•• *IRZ TERF�.. O'/ MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN REGISTRATION N LS204 007 ; .. N0. W : = THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT = Y :LS20400007: WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS � STATE OF /NDIAN�' �-�11 POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY %,��� -9j�o .....•.... y0�,� LOCATED THE UNDERGROUND UTILITIES. ,,��71 SURD` \ \ \�� / / /llllllt1111�