The URL can be used to link to this page

Home My WebLink About07050002.02 ALTA/ACSM Lande Title SurveyCENTERLINE OF THE J.W. MORROW ETAL DRAIN AS DESCRIBED IN A DOCUMENT FILED WITH THE HAMILTON COUNTY DRAINAGE BOARD ON DECEMBER 3, 1906 75' 75 EASEMENT MORROW E-JAL REGULATED DRAIN - E IN 0 15 30 60 7.5 22,15 45 SCALE: 1"=30' EN"If CAF E SANITARY SEWER & MANHOLE 0 POLE POWER PO L. STORM SEWER; END SECTION, INLET & M.H. C- - -- GUY WIRE —G — —G — GAS LINE � TELEPHONE RISER —W — —W — —W WATER LINE L (A UTILITY RISER; ELEC. & CTV —E —E — — E ELECTRIC LINE (AERIAL) E;T E] ELECTRIC TRANSFORMER z — T T — — T TELEPHONE LINE (AERIAL) STREET LIGHT L5 CD - — CTV— — CTV— — CTV— CABLE TELEVISION (AERIAL) LIGHT POLE Q- — BTC— — BTC— — BTC— BURIED TELE. CABLE FLOOD LIGHT TN —BEC— — BEC— — BEC— BURIED ELEC. CABLE TRAFFIC SIGNAL LU x FENCE LINE (FNC) FIRE HYDRANT BCTV BCTV BURIED CABLE TV VALVE; GAS & WATER WATER LINE EASEMENT— GUARDRAIL CD STREET SIGN D.R. 306, ;PAGE 323 D. DEED DIMENSION (E) ELECTRIC MANHOLE f L�o M. MEASURED DIMENSION (T) TELEPHONE MANHOLE REBAR FOUND 0.6 fE. OF R/W P. PLAT DIMENSION D SEWER CLEANOUT 1.0 Q0 R. RADIUS "MO WATER METER L. ARC LENGTH GMO GAS METER U 1 -1 = QI! FND. FOUND EMO ELECTRIC METER (21� L'i D L'i z U L'i z 0 t • DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. < 1 LLJ < MAILBOX _J (1) in Z Q 5: < < < cif U J _5 CAP STAMPED "P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. 00 SPRINKLER HEAD < * DENOTES A MAG NAIL WITH AN ALUMINUM WASHER SET. =z<ca) < LL- rr V) 0 = I-- 0 r- WASHER STAMPED "P.I. CRIPE" UNLESS OTHERWISE NOTED. < Ld 00 LL1 ALL DISTANCES SHOWN ON THE LOTS ARE FROM THE RECORD PLAT. NOTE: THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS), AS WELL AS 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. FURTHER, THE SURVEYOR DOES NOT WARRANT THE UNDERGROUND UTILITIES SHOWN ARE OF THE SIZE, CAPACITY, OR IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE EXACT LOCATION, SIZES, AND CAPACITIES OF EXISTING UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES. NOTE: EXCEPT AS EXPLICITLY SHOWN, DETAILED, OR LISTED ON THE FACE OF THIS DOCUMENT, PAUL 1. CRIPE, INC. HAS NOT INVESTIGATED THIS SITE FOR FLOOD PLAINS, WETLANDS, ZONING, ENVIRONMENTAL CONTAMINATION, OR ANY OTHER ISSUES NOT SPECIFICALLY SET FORTH HEREIN. ANY ADDITIONAL ISSUES NOT EXPLICITLY DESCRIBED IN THE CONTRACTED SCOPE OF SERVICES FOR THE PREPARATION OF THE CURRENT VERSION OF THIS DOCUMENT WERE NOT INVESTIGATED. Note: Property is subject to easements for ingress and egress, utility lines, parking, and incidental purposes in favor of KLC, L.P., recorded as Instrument No. 96-41554. CENTERLINE OF THE J.W. MORROW ETAL DRAIN AS DESCRIBED IN A DOCUMENT FILED WITH THE HAMILTON COUNTY DRAINAGE BOARD ON DECEMBER 3, 1906 S 89-3b'05" W CTV/T - — LT (D.) S 189*3'05" W (M. 1.100 NK; ------ --- ---- Certify to: OMalia Investment Company qr- City of Carmel Redevelopment Commission Hamilton Title Security, LLC 0-`R� E'R NN F")UNE" IST STREET SOUTHWEST 1, the undersigned, hereby certify that to the best of my professional knowledge and belief the within plat accurately represents a survey made under my supervision on May 11, 2004 of the real estate described herein, and that said survey was performed in accordance with Title 865, Article 1, Rule 12 of the Administrative Code establishing minimum standards for the practice of Land Surveying in Indiana. ASPHALT PAVEMENT ;a LAND DESCRIPTIONS — — — D.R. 337, page 234 (instrument No. 83-6695) 82.5' 165, �CUT "+" FOUND tCUT "+" FOUND A pad of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, described as follows: I0.5'E. &0.5'N. 0.8' E. & 0.4' N. Begin at a point 539.5 feet North and 227,9 feet West of the Southeast comer of North Half of said Southeast Quarter, Section 25, Township 18 North, Range 3 East; thence West 109.3 feet to iron stake on East line of Willow Street; thence North on East line of Willow Street 70 feet to iron stake on East line of Willow Street, thence East parallel with South line 109.3 feet to iron stake; thence South 70.0 feet to iron stake or place of beginning. Containing 171100 acres, more or less. AMOCO Oil COMPANY AMOCO OIL COMPANY INST. NO. 90-3942 REBAR W/CAP STAMPED FOUND - 0.4' N, & 0.6' E, HELEN J. O'MALIA, TRUSTEE OF THE TRUST CREATED BY HELEN J. O'MALIA i INST. NO. 200100069068 15 E. & 01' N. 1" IRON PIPE FOUND - 1,3' E \—POINT OF BEGINNING D.R. 337, PAGE 234 CAPPED REBAR STAMPF) "M11 I FP" CAPPED REBAR STAMPED "MILLER" FOUND - 0.8' N. & 0,4' E. "A R,3 �E, I V- 9 IRV, Y Lq I Ln C) 6' UNKNOWN TREE qii UJ --------- i 4' UNKNOWN TREE JNKNOWN TREE i �3" 11"UNC: �CUIRB D.R. 306, page 210 A pad of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, described as follows: Begin at a point 10 feet South of the Southeast comer of Lot No. 19 in Warren & Phelps Addition to the Town of Carmel, Hamilton County, Indiana, run thence South on the West line of Range Line Road 56 feet; thence West parallel with the South line of said Lot No. 19 178 feet; thence North 56 feet thence East 178 feet to place of beginning. Containing 261100 acres, more or less. D.R. 298, page 622 A pad of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, described as follows: Begin on the Section line 677 261100 feet South of the Northeast comer of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, and run thence South 32 21/100 feet; thence South 89 degrees and 2 minutes West 280 112 feet, thence North 94 631100 feet, thence South 89 degrees 10 minutes, East 64 2110 feet; thence South 53 W100 feet; thence South 89 degrees and 11 minutes East 216 112 feet (South 89 degrees 09 minutes East 216.29 feet measured) to the place of beginning, and ALSO That part of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, in Hamilton County, Indiana, bounded as follows: Begin 37 rods and 7 feet South and 17 rods West of the Northeast comer of said Quarter Section and run West (parallel with the North line of said Southeast Quarter) 77 feet thence South (parallel with the East line of said Southeast Quarter) 142 feet, thence East (parallel with the North line of said Southeast Quarter) I I feet; thence North (parallel with the East line of said Southeast Quarter) 46 feet, thence East (parallel with the North line of said Southeast Quarter) 66 feet, thence North 96 feet (parallel with the East line of said Southeast Quarter) to beginning. Perimeter Description A pad of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, Hamilton County, Indiana, being more particularly described as follows: Commencing at the Northeast comer of the Southeast Quarter of said Section 25; thence South 00 degrees 36 minutes 11 seconds West (assumed bearing) along the East line of said Southeast Quarter 677.26 feet to the Northeast comer of land described in Deed Record 298, page 622, recorded in the Office of the Recorder of Hamilton County, Indiana and the POINT OF BEGINNING; thence South 00 degrees 36 minutes 11 seconds West along said East line 32.21 feet to the Southeast comer of said described land; thence South 89 degrees 38 minutes 11 seconds West along the South line of said described land 228-70 feet to the Northerly extension of the East line of land described in Deed Record 337, page 234, recorded in said Recorder's Office; thence South 00 degrees 01 minutes 18 seconds East along said Northerly extension and said East line 73.44 feet to the Southeast comer thereof (the following two courses are along the South and West lines of said described land); 1) thence South 89 degrees 41 minutes 26 seconds West 109.30 feet to the Southwest comerthereof, 2) thence North 00 degrees 01 minutes 08 seconds West 69.19 feet to the South line of land described in Deed Record 298, page 622, recorded in said Recorder's Office (the following five courses are along the Southern, West and North lines of said described land), 1) thence South 89 degrees 37 minutes 05 seconds West 8.54 feet; 2) thence South 00 degrees 36 minutes 11 seconds West 46.00 feet; 3) thence South 89 degrees 37 minutes 05 seconds West 11.00 feet to the East right-of-way line of 1 st Avenue Southwest; 4) thence North 00 degrees 36 minutes 11 seconds East along said East line 142.00 feet; 5) thence North 89 degrees 37 minutes 05 seconds East 77.00 feet to the West line of land described in said Dead Record 298, page 622 (the following three courses are along the West, North, and East lines of said described land); 1) thence North 00 degrees 34 minutes 16 seconds East 2.75 feet 2) thence South 88 degrees 33 minutes 49 seconds East 64.20 feet; 3) thence South 00 degrees 36 minutes 11 seconds West 3.93 feet to the Westerly, extension of the North line of land described in Deed Record 306, page 210, recorded in said Recorders Office; thence North 89 degrees 39 minutes 11 seconds East along said Westerly extension and said North line 183.29 feet to the West right-of-way line of Rangeline Road; thence South 00 degrees 36 minutes 11 seconds West along said West right-of-way line 55.38 feet to the North line of land as described in said Dead Record 298, page 622; thence South 88 degrees 32 minutes 49 seconds East along said North line 33.00 feet to the POINT OF BEGINNING, containing 0.896 acres, more or less. Subject to all legal easements and rights-of-way 1, further certify that the subject property lies within an unshaded Flood Zone X (areas outside the 500-year floodplain) as plotted by scale from "FIRM", Flood Insurance Rate Map, Community Panel Number 1800810207 F, City of Carmel, Hamilton County, Indiana, effective date, February 19, 2003 as prepared by the Federal Emergency Management Agency. This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTAIACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1, 3,4,79 and c, 8 through 10, 1 la, and 13 in Table A thereof, Pursuant to the Accuracy Standards as adopted by ALTA, INSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance, SURVEYOR'S REPORT In accordance with Title 865, Article 1, Rule 12, of the Indiana Administrative Code, establishing minimum standards for the practice of land surveying in Indiana, effective August 16, 1991 , the following observations and opinions are submitted regarding the various uncertainties in the location of the lines and corners established on this survey as a result of.- a) Variances in the reference monuments; b) Discrepancies in record descriptions and plats; c) Inconsistencies in lines of occupation; d) Random Errors in Measurement (Theoretical Uncertainty); The Theoretical Uncertainty (due to random errors in measurement) of the comers of the subject real estate established by this survey is within the specifications for a Class "C" survey (+1-0.50 feet) as defined in IAC 865. POINT OF'BEGINNING D.R. 298,1PAGE 622 (a) PERIMETEO DESCRIPTION The within survey is based in pad upon a survey performed by WAe Engineers, Inc. on July 15, 2003, Job No. W03-0523. The within survey is also based in pad upon a survey performed by Miller SOUTH (D.) Surveying Inc. on April 23, 2004, Job No. B29531. —S 00'36*11" W (M-) The basis of bearings is assumed and referenced to the East line of the Southeast Quarter of Section 25, Township 18 North, Range 3 East. 32.21' The location of the comers and the lines of the subject real estate is dependent upon the location of the East line of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, The East line of said Southeast Quarter was established from a copper pin found (5 inches below surface) at the Northeast corner and a brass plug found in a metal box (at the surface) at the Southeast comer of said Southeast Quarter. The Hamilton County surveyor ties for said Northeast comer called for a Harrison monument at the surface above a copper pin. The bra plug found at d Southeast 8 ss sai comer agrees with the ties. The distance measured between the two comers was 0.58 feet shorter than the distance shown on said Veihe" survey. There may be some error because the "Weilhe" survey calls for a p.k. nail set according to the surveyor tea at the Northeast comer. The Southeast comer of the Northeast Quarter of said Southeast Quarter was not searched for in the field. The location was established from holding the distance of 1322.63 feet from the Northeast comer of said Southeast Quarter as shown on said "Miller' survey. No surveyor ties were found for the comer. The uncertainty for all comers could be as much 0.6 feet. 3RD STREET SOUTHWEST J.W. MORROW ETAURIEGULATED DRAIN EASEMENT FTAI "B"14 A No monument was found at the Northwest comer of said Southeast Quarter to establish the North line of said Southeast Quarter. Said North line was established from holding the angular relationship of 89 degrees 00 minutes 54 seconds between the North and East lines of said Southeast Quarter as shown on said "Miller survey. The "Welhe survey shows an angle of 89 degrees 00 minutes 47 seconds between the quarter section lines. The right-of-way for Rangeline Road was determined from the plat of Warren & Phelps Addition (D.R. H, page 258) which shows a width of 66 feet. The West right-of-way line was calculated parallel with and 33 feet West of the East line of said Southeast Quarter as shown on said Velhe!'survey. In our initial analysis, the lots of said Warren & Phelps Addition were laid out from the record dimensions based on the location of the West right-of-way line of Rangeline Road as determined by the curb splits. The location of said right-of-way line was approximately 5 feet West of the right-of-way as determined from the East line of said Southeast Quarter. When holding the location based on curb splits the East line of Lot 17 of said plat does not fit the monuments found at the Northeast and Southeast corners of said lot by more than 5.5 feet and the building located on the West end of Lot 21 of said plat would encroach upon the Amoco site as much as 3.4 feet. From this information it was determined that the best Solution was to hold the location of the Quarter Section line as the center line of Rangeline Road. The right-of-way of 1st Street Southwest was determined from the record plat width and curb splits. There is approximately a 0.5 foot difference between the location of the street right-of-way as compared to the monuments found along the South line of said street. The East right -of -way line of 1 st Avenue Southwest was determined from holding the record plat dimensions West from the East line of said Southeast Quarter. The location of said right-of-way line lies only 0.6 feet West of a 518 inch rebar found near the Southwest corner of land described in Instrument No. 96-41553. An 8 foot board fence located along said right-of-way line appears to agree with the location of said right-of-way line as shown on the within survey. The right-of-way width of said 1st Avenue Southeast is uncertain. The bearing of the South line of land described in Deed Record 337, page 234 was determined from holding the angular relationship of the property located along 3rd Street Southwest described in Instrument No. 84-10733 as shown on said "Miller" survey. There are several internal deed gaps and overlaps as shown on the within survey. The discrepancies may be the result of properties being described from different section comers, lines described with cardinal directions, and distances shown only to the nearest foot. There is also an 8.5 foot gap between an East line of land described in Dead Record 337, page 234 and the West line of land described in Deed Record 337, page 234. This gap may occur because the West line of Deed Record 337, page 234 calls for the East line of Willow Street. No record of the location of Willow Street was found. Because there was no way to determine the location of Willow Street the distance call to the East line of Willow Street was held. There are also several gaps with adjoiners. There is a gap between the North line of the subject real estate and the South line of Lots 18,19 and the South line of land described in Instrument No. 96-41553. The gap varies from 4.1 feet to as much as 10 feet as shown on the within survey. There is also a gap between the South line of said real estate and the North line of land described in Instrument No. 200100069068. The gap varies from 3.4 feet to as much as 3.7 feet as shown on the within survey. The Southeast comer of the asphalt parking area that serves the vacant O'Malla's Bakery lies as murA) as 3.2 feet South of the South property line. All other occupation evidence is as shown on the within survey. The within plat of survey was prepared based on information provided in Schedule B - Section 11 of Hamilton Title Security, LLC Commitment No. 2040902, effective date May 21, 2004 at 8:00 a.m. w LLJ uj z L5 CD - Q- LU CD CD CD L�o Ln - CN , Ln 1.0 Q0 L'i L'i U 1 -1 1 1 0 Ld � (21� L'i D L'i z U L'i z 0 t f1f LD 7- L'i < < < 1 LLJ < W U 6- v) a- V) 0 _J (1) in Z Q 5: < < < cif U J _5 00 0 < 0 < � Z =z<ca) < LL- rr V) 0 = I-- 0 r- Q0 :-5 < Ld 00 C) 11-1 co C,4 % no P;q =5 to 0r 0 LU LULJ 00 rz4 rz LLJ 0 F- z 0 LIJ Z 0 . I LLJ O > Z Z 0 L0 ' 0 < SO* 30' 3111d NL No.1 Plow iklow 040359 -30000