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HomeMy WebLinkAbout57 6 5 4 10 9 8 3 2 1 U SURVEYOR'S REPORT ,RECORD LEGAL DESCRIPTION (taken from Instrument #88-23567 and Instrument #2001- 5560) Client: Jacob Brinson wF _ _ Lot 13 in North Augusta, a Subdivision of Hamilton County, Indiana, as per plat thereof recorded in Job Number: WO1-0594 a Fl F I` , r ��� �� � Deed Record 132, page 446 in the Office of the Recorder of Hamilton County, Indiana. Excepting -- - ; - w therefrom a portion of the above described real estate conveyed to Hamilton County by Right of Way Type of Survey: ALTA/ACSM Land Title Survey f .,xt< .�D RE s> 1:34, PAGE 41 the ., Grant dated September 2, 1987, and recorded November 20, 1987 as Instrument #87-48074 and more Class of Survey: Class B Survey (865 IAC 1-12) �--� particularly described as follows: nnn LOT 36 A part of Lot 13 in North Augusta, a Subdivision in Hamilton County, Indiana, the plat of which is Field Work Completed: July 25, 2001. U recorded in Deed Record 132, page 446 and 447 in the Office of the Recorder of Hamilton County, U Indiana, described as follows: Location of Survey: 3934 W. 96th Street 20 0 ,0 20 +o so �- Beginning at the Southwest corner of said Lot; thence North 1 degree 04 minutes 25 seconds West Note: The Theoretical Uncertainty of the corners of the subject tract, established this survey, is within (assumed bearing) 18.46 Peet along the West line of said Lot; thence South 88 degrees 12 minutes 40 the specifications for a Class B Survey (+/-0.25 foot) as defined in 865 IAC 1-12. (Theoretical / �- seconds East 100.12 feet to the East line of said Lot; thence South 1 degree 04 minutes 25 seconds East Uncertainty of a measurement is the radius of a circle which circumscribes an area containing the O LOT 37R • GRAPHIC SCALE / / / 13.46 feet to the South line of said Lot; thence South 88 degrees 55 minutes 35 seconds West 100.00 probable true location of a specified point as determined by the precision of the instruments and MARK & MARCIA �- '/ feet along said South line to the point of beginning. procedures employed in the performance of a survey).. NIGH ' (IN' FEET) D.R.319, P.75 2 / / ALSO EXCEPT a portion of the above described real estate conveyed to the State of Indiana for right of In accordance with Title 865, Article 1, Chapter 12 mule 12) of the Indiana Administrative Code (IAC), way purposes by Warranty Deed dated September 27, 2000 and recorded February 5, 2001 as the following observations and opinions are submi arding the uncertainty in the position of the instrument #2001-5560 in the Office of the Recorder of Hamilton County, In and being more lines and corners established and/or reestablish on ey as a result of: 9 I REBAR W/ CAP MARKED"MSE" /9 FOUND 1.1 E. & 0.5' S. OF/ SIP 1.7' particularly described as follows: t. CALCULATED �; CALCULATED CORNER / ��I1i 2,O' 1) Availability and condition of referen*jiii* ;� d LOT 38/ 5 U / ►�N �,� Apart of Lot 13 in North Augusta, the plat of which is recorded in Plat Book 132, page 446, in the 2) Clarity and/or ambiguity of the record �/or the adjoiner's descriptions; 0 � Office of the Recorder of Hamilton County, Indiana, and being that part of the owners' land lying within and A 3 0 t' ossession lines tin '� L" 7 U DO U.K.[yy, r. -to -t / 5 / SHIP 5O/ TIUN CORNER OF BOARD FENCE / / 5 IS ON CALCULATED (WEST) LINE �5. OLD CHAIN LINK FENCE / 6.4' / / 5 4 45��P&Mi 5 03 1.7' 5.3' P V 63.0' 33.0' 2 WW� jg� i 1 5.6' P�� o ME G 44.3' the right of way lines depicted on the attached Right of way Parcel Plat of Parcel 101, described as ) ccupa ton or p J follows: Beginning at a point on the west line of said lot North 1 degree 04 minutes 09 seconds West 4) Measurements (Theoretical Uncertainty) Lk 191? J J �0 `YO 5.626 meters (18.46 feet) from the southwest comer of said lot, which point is on the north boundary of , ,`� ''o �! West 96th Street; thence continuing North 1 degree 04 minutes 09 seconds West 3.520 meters (11.55 Note: There may exist unwritten rights associated with these uri�Ct�ties��� feet) along said west line; thence North 87 degrees 29 minutes 55 seconds East 9.371 meters (30.74 feet)°` �9* to point #258 designated on said plat; thence South 88 degrees Ol minutes 04 seconds East 21.142 Attention is called to the fact that in many locations, the original smelt kmers have not been z o 8 `` meters (69.36 feet) to the east line of said lot; thence South 1 degree 04 minutes 09 seconds East 4.153 perpetuated or have been lost. In these instances, the only evidence available to indicate the true 19 w.� �; meters ( ) g13.63 feet along said east line to the boundary of said West 96th Street; thence North 88 positions of original corners is existing topographical features and current monuments. Lacking the w c 3 w degrees 12 minutes 25 seconds West 30.518 meters (100.12 feet) along said boundary to the point of aforementioned evidence, a surveyor may resort to proportional measurement to reestablish section & a 9 a beginning and containing 124.7 square meters (1,342 square feet), more or less. comers. Sections corners that are not original are usually classified as Title Corners. Since undiscovered °" " `� information may affect the true position of a title corner, the uncertainty in a title corner is unknown. w SURVEYOR'S CERTIFICATE The perimeter of the surveyed tract was reestablished based upon a the location of the South line of the To Fifth Third Bank, Chicago Title Insurance Corporation, and Jacob Brinson: Southeast Quarter of Section 7, Township 17 North, Range 3 East. Said South line is referenced in the d plat of North Augusta (Deed Record 132, pages 446-447) and was utilized on the within survey to " This is to certify that this map or plat and the survey on which it is based were made in accordance with establish the North-South position of the surveyed tract. The sum of the East-West platted dimensions "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys", jointly established and from the Southeast corner of said Southeast Quarter were then used to establish the East-West position adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1, 2, 3, 4, 7(a), 7(b), 8, 9, 10, 1l(a), of the perimeter Lot 13. The calculated position works reasonably well with a recently constructed and 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM North-South board fence belonging to the West adjoining real estate (Lot 12). and in effect on the date of this certification, the undersigned further certifies that proper field 1 to ed in order to achieve results The right of way grant per Instrument #2001-5560 did not form a mathematically closed figure. The Z 3 2' procedures, instrumentation, and adequate survey personne were emp y imum Angle, Distance, and Closure Requirements for Survey distances in said description were held, resulting in the measured bearings shown along said right of way comparable to those outlined in the "Min S`I�� Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." TSI AUGUSTA RMT IV `I � area NO.��.....,�, � LOT 13 `: _-� NORTH .�� ~~~� t The record descriptions for the adjoining real estate were obtained from the Hamilton County Recorder's b # ED %.1 T4s . 0.541 Ac. t.�EED R. 1(..y,.1 2, Pl,l :'-` 446-44 7 Dated August 31, 2001 J g Office and mathematically retraced in an effort to disclose possible gaps and/or overlaps between the (NET AREA AFTER RIGHT OF 0.2' WAY EXCEPTIONS SHOW) lines of the surveyed tract and those of the adjoiners. It is this surveyor's professional opinion that there z are no uncertai,ities in the lines of the surveyed real estate and thnse of the adjoiners due to the record descriptions. BOARD FENCE IS +/- 0.2' DAVID W. & TTNA D. LOT 14 WEST OF LINE AT THIS POINT 6.0' MERCER AND MICHAEL C. LADY discrepancies in x INSTR. J88-23567; JOHN MEYER INSTR. 191-9175 Allan H. Weihe, Reg. L.S. -Indiana #10398 At: the time the field work was completed, physical evidence of the lines of the surveyed tract consisted of the following: LOT 12 �� Q3� N� NOT INCLUDED .,N� � � � GRAVEL �� `�. � � 1.) A newly constructed North-South board fence is located +/- 0.0 foot to +/- 0.5 foot (varies) West of P� WEST 96th STREET REAL ESTATE o � o the surveyed West line as shown on the accompanying plat of survey. This fence appears to belong to INSTR. X97-37634 Z N vi N GENERAL NOTES ---- the West adjoining real estate (Lot 12). N 2s o N 1.) This survey was performed with the benefit of a current land title insurance commitment which Qy may have disclosed information that affects the surveyed tract. 2.) Remains of an old North-South chain link fence is located +/-5.3 feet to +/- 6.4 feet (varies) East of the surveyed West line. Remains of an old North-South board fence is also located +/- 5.8 feet to +/- 6.0 f 0.6' 6.0' 2.) The zoning classification for the surveyed real estate, as established by governmental record, and it's feet (varies) East of the surveyed West line. 33.4' corresponding setback requirements (except building setback lines which appear on a recorded plat) NOT INCLUDED OO E J have not been shown on this survey. 3.) An old East-West chain link fence is located +/- 1.7 feet South of the surveyed North line. 3 6 N -� 3.) According to the Indiana Department of Natural Resources, Division of Water, maps prepared for the 4.) An old North-South chain link fence is located +/- 2.0 feet to +/- 3.2 feet (varies) of the surveyed National Flood Insurance Program by the Federal Emergency Management Agency of the Federal East line. a z Fi 33.3' Insurance Administration have not been published of this area. The F.I.R.M. Map index for the City of 0 80 RONT YARD LINE Carmel states that Panel No. 180081 0011 C (lri which the surveyed tract is located) was not printed and As a result of the above observations, it is this surveyor's professional opinion that the uncertainties in z W that this area was in Zone C (areas of minimal flooding). Floodplain certification is restricted to a the locations of the lines and corners found along the perimeter of the surveyed tract established on this �'� Cr Z survey are as follows: Z d as a con Irmation o r Y onstrue � review of the Flood Insurance Rate Maps (FIRM), and shall not be c f Q denial offlooding potential. � SEPTIC TANK LID o Due to Variances in reference monuments: See above if means to state or declare a professional opinion of conditions Due to Discrepancies in the record descriptions: None 50.7 52.2 4.) As used in this Survey, certify p p H 0.5 regarding those facts or finding which are the subject of the certification and does not constitute a Due to Inconsistencies in lines of occupation: See above warranty or guarantee, either express or implied. z= z� 3^ I `U^ 5.) Per information supplied by the Surveyor's Office, Hamilton County, Indiana no legal (regulated) N.87'29' "E.(D) NORTHERLY RIGHT WAY VNE 96th STREET ^� Q N.87'29 9 E.(M) PER INSTR. 12001 560 Q Q drains directly affect the surveyed real estate. O 00 o z o 30.74 ( &M)S 88'01 04 E(D)-59.36 (Ddo�1) o ^ `g pn'3 E vi 6.) Per the U.S. Department of the Interior -Fish and Wildlife Service -National Wetlands Inventory � Ai L.,t Q In m EXCEPTION Map dated 1990 and titled Carmel, Indiana the subject real estate is not located within a wetlands area as '.`va o 00 STATE OF INDIANA plotted by scale on said map. S� N INSTR.12001-5560 W z m 0^0 58872'40"E.-100.12'(DdtM) 9010' AT & MEAS.) 7.) No warranty, either express or implied, is made as to the accuracy or completeness of information IT EXCEPTION provided by governmental authorities and / or third parties, or as to it's fitness for any particular purpose t2•cMP 100'(p) , or use, including but not limited to information presented on underground utilities, flood hazard zones, _ t2_RCP •55'3 w(D-100.00'(P M) _ - - floodway zones, wetlands, recording information, zoning, and regulated drains. In no event will Weihe a - - � S.E. CORNER S.E. 1/4 Engineers, Inc., it's employees, agents, and / or assigns be liable for any damages arising out of the E-+ - - � SEC.7,T17N.,R.3E. furnishing and / or use of such information. H P.K. NAIL FOUND .C. 25' I PER M.C. SURVEYOR'S REF'S. SWCORNER S.E. 1/4 SE. 7, T.17N.,R.3E. HARRISON MONUMENT FOUND WEST 9 6th S TREE Tom- _ _ 1525.25' (PLAT &MEAS.) PER M.C. SURVEYORS REF'S. - - - - - - SOUTH LINE S.E. 1/4 SEC.7,T.17N.,R.3E. ASPHALT S•8855'35"W.-2750.64' ROADWAY .i .1 .a .i .t .6 U A a f • '� SHEET NO. OF I PROJECT NO. W01-0594 .� © 2001 WEIHE ENGINEERS, INC. ........... _ t9 r I i 7 � Z 3 2' procedures, instrumentation, and adequate survey personne were emp y imum Angle, Distance, and Closure Requirements for Survey distances in said description were held, resulting in the measured bearings shown along said right of way comparable to those outlined in the "Min S`I�� Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." TSI AUGUSTA RMT IV `I � area NO.��.....,�, � LOT 13 `: _-� NORTH .�� ~~~� t The record descriptions for the adjoining real estate were obtained from the Hamilton County Recorder's b # ED %.1 T4s . 0.541 Ac. t.�EED R. 1(..y,.1 2, Pl,l :'-` 446-44 7 Dated August 31, 2001 J g Office and mathematically retraced in an effort to disclose possible gaps and/or overlaps between the (NET AREA AFTER RIGHT OF 0.2' WAY EXCEPTIONS SHOW) lines of the surveyed tract and those of the adjoiners. It is this surveyor's professional opinion that there z are no uncertai,ities in the lines of the surveyed real estate and thnse of the adjoiners due to the record descriptions. BOARD FENCE IS +/- 0.2' DAVID W. & TTNA D. LOT 14 WEST OF LINE AT THIS POINT 6.0' MERCER AND MICHAEL C. LADY discrepancies in x INSTR. J88-23567; JOHN MEYER INSTR. 191-9175 Allan H. Weihe, Reg. L.S. -Indiana #10398 At: the time the field work was completed, physical evidence of the lines of the surveyed tract consisted of the following: LOT 12 �� Q3� N� NOT INCLUDED .,N� � � � GRAVEL �� `�. � � 1.) A newly constructed North-South board fence is located +/- 0.0 foot to +/- 0.5 foot (varies) West of P� WEST 96th STREET REAL ESTATE o � o the surveyed West line as shown on the accompanying plat of survey. This fence appears to belong to INSTR. X97-37634 Z N vi N GENERAL NOTES ---- the West adjoining real estate (Lot 12). N 2s o N 1.) This survey was performed with the benefit of a current land title insurance commitment which Qy may have disclosed information that affects the surveyed tract. 2.) Remains of an old North-South chain link fence is located +/-5.3 feet to +/- 6.4 feet (varies) East of the surveyed West line. Remains of an old North-South board fence is also located +/- 5.8 feet to +/- 6.0 f 0.6' 6.0' 2.) The zoning classification for the surveyed real estate, as established by governmental record, and it's feet (varies) East of the surveyed West line. 33.4' corresponding setback requirements (except building setback lines which appear on a recorded plat) NOT INCLUDED OO E J have not been shown on this survey. 3.) An old East-West chain link fence is located +/- 1.7 feet South of the surveyed North line. 3 6 N -� 3.) According to the Indiana Department of Natural Resources, Division of Water, maps prepared for the 4.) An old North-South chain link fence is located +/- 2.0 feet to +/- 3.2 feet (varies) of the surveyed National Flood Insurance Program by the Federal Emergency Management Agency of the Federal East line. a z Fi 33.3' Insurance Administration have not been published of this area. The F.I.R.M. Map index for the City of 0 80 RONT YARD LINE Carmel states that Panel No. 180081 0011 C (lri which the surveyed tract is located) was not printed and As a result of the above observations, it is this surveyor's professional opinion that the uncertainties in z W that this area was in Zone C (areas of minimal flooding). Floodplain certification is restricted to a the locations of the lines and corners found along the perimeter of the surveyed tract established on this �'� Cr Z survey are as follows: Z d as a con Irmation o r Y onstrue � review of the Flood Insurance Rate Maps (FIRM), and shall not be c f Q denial offlooding potential. � SEPTIC TANK LID o Due to Variances in reference monuments: See above if means to state or declare a professional opinion of conditions Due to Discrepancies in the record descriptions: None 50.7 52.2 4.) As used in this Survey, certify p p H 0.5 regarding those facts or finding which are the subject of the certification and does not constitute a Due to Inconsistencies in lines of occupation: See above warranty or guarantee, either express or implied. z= z� 3^ I `U^ 5.) Per information supplied by the Surveyor's Office, Hamilton County, Indiana no legal (regulated) N.87'29' "E.(D) NORTHERLY RIGHT WAY VNE 96th STREET ^� Q N.87'29 9 E.(M) PER INSTR. 12001 560 Q Q drains directly affect the surveyed real estate. O 00 o z o 30.74 ( &M)S 88'01 04 E(D)-59.36 (Ddo�1) o ^ `g pn'3 E vi 6.) Per the U.S. Department of the Interior -Fish and Wildlife Service -National Wetlands Inventory � Ai L.,t Q In m EXCEPTION Map dated 1990 and titled Carmel, Indiana the subject real estate is not located within a wetlands area as '.`va o 00 STATE OF INDIANA plotted by scale on said map. S� N INSTR.12001-5560 W z m 0^0 58872'40"E.-100.12'(DdtM) 9010' AT & MEAS.) 7.) No warranty, either express or implied, is made as to the accuracy or completeness of information IT EXCEPTION provided by governmental authorities and / or third parties, or as to it's fitness for any particular purpose t2•cMP 100'(p) , or use, including but not limited to information presented on underground utilities, flood hazard zones, _ t2_RCP •55'3 w(D-100.00'(P M) _ - - floodway zones, wetlands, recording information, zoning, and regulated drains. In no event will Weihe a - - � S.E. CORNER S.E. 1/4 Engineers, Inc., it's employees, agents, and / or assigns be liable for any damages arising out of the E-+ - - � SEC.7,T17N.,R.3E. furnishing and / or use of such information. H P.K. NAIL FOUND .C. 25' I PER M.C. SURVEYOR'S REF'S. SWCORNER S.E. 1/4 SE. 7, T.17N.,R.3E. HARRISON MONUMENT FOUND WEST 9 6th S TREE Tom- _ _ 1525.25' (PLAT &MEAS.) PER M.C. SURVEYORS REF'S. - - - - - - SOUTH LINE S.E. 1/4 SEC.7,T.17N.,R.3E. ASPHALT S•8855'35"W.-2750.64' ROADWAY .i .1 .a .i .t .6 U A a f • '� SHEET NO. OF I PROJECT NO. W01-0594 .� © 2001 WEIHE ENGINEERS, INC. ........... _ t9 r I i 7