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Home My WebLink AboutBoundary Survey830.30829.93WV FO 263 829.58 ST2 SQUARE 264 829.52 ST2 SQUARE AC P.W.P.EEEEx x x x x x x x x x x x x x x x x x x x x x xx xxx19.7' 19.7' DEED LINE BY DESCRIPTION DEED LINE BY OCCUPATION DEED LINE BY DESCRIPTION DEED LINE BY OCCUPATION N88°43'10"E 214.50' (M)N00°24'43"W 126.18' (M)3.7'3.7'3.7'3.7'N00°24'43"W 50.00'S88°43'10"W 165.00' S00°24'43"E 50.00' N88°43'10"E 165.00' N88°43'10"E 1347.19'N00°24'43"W 2644.51'SANITARY MANHOLE TC=829.31 S: PIPE TYPE/SIZE UNK, INV=820.22 W/E: NOT MEASURED 122.50'POB BY DEED POB BY OCCUPATION 6.0'3.1'0.9'0.9'1.7'3.7'2.1'37.5' 42.2'0.5'1.6' 5.3'0.4'4.2'4' CHAIN LINK FENCE ± ALONG LINE 6' WOOD FENCE ± ALONG LINEFENCE POST 0.7' N & 0.4' E 1.4'SHED 1 STORY FRAME HOME W/PARTIAL BASEMENT 1 STORY FRAME HOME 1 STORY BRICK HOME ASPHALT GRASS GRASS CONCRETE ASPHALT1ST AVE. NENO RECORD R/W FOUNDSHED PATH BACK OF WOOD TRASH ENCLOSURE S OF LINE BRICK EDGED LANDSCAPEWOOD RETAINING WALL S OF LINE 0.4'WOOD RETAINING WALL N OF LINE LANDSCAPE BOX CONCRETECGHAIRBACK CURB6' WOOD FENCE E OF LINE 6' WOOD FENCE S OF LINE 4' CHAIN LINK FENCE S OF LINE WOOD DECK ELECTRICAL DROP TO HOUSE 1.5'CONCRETE CONCRETE1.7'CONCRETE DRIVE CROSSES LINE NEAR CORNER EDGE OF ASPHALT ± ALONG LINE NW COR, NW 1/4 SEC 30-T18N-R04E MAG SPIKE FOUND PER HCSO REFERENCES PHYSICAL ℄ 1ST AVE. NE(D)13 Rods (D) x x x x x x x x x x x x 6' WOOD FENCE S OF CHAIN LINK FENCE1.2'0.5'GATE 4' CHAIN LINK FENCE 6' WOOD FENCE 6' WOOD FENCE 832.22832.22830.96830.89831.50831.70832.02832.86831.33831.91831.99833.15832.26832.66832.28832.23831.94832.10832.24832.27831.98831.94832.30832.06831.35831.58831.82831.80832.18833.12833.11834.01832.21832.72832.18832.17832.36832.26832.53833.22833.06833.07833.07833.36832.90832.90833.02832.91833.10832.96833.33833.30833.37832.45FO832.05832.21832.38831.72831.40830.96830.93831.32829.57830.77830.77829.13828.97828.93828.22828.03828.05827.94827.89827.62827.47827.34827.81828.29830.32830.32829.83830.04830.68AC825.98826.24826.14827.10829.05828.40828.40829.04829.00830.89EEEEx x x x x x x x x x x x x x x x x x x x x x xx xxxINLET GUT=831.64 E: 12" RCP, INV=828.67 INLET GUT=831.72 W: 12" RCP, INV=828.64 SHED 1 STORY FRAME HOME W/PARTIAL BASEMENT 1 STORY FRAME HOME 1 STORY BRICK HOME GRASS GRASS CONCRETE ASPHALT1ST AVE. NESHED PATH BRICK EDGED LANDSCAPE LANDSCAPE BOX CONCRETECGHAIRBACK CURBWOOD DECK ELECTRICAL DROP TO HOUSE CONCRETE x x x x x x x x x x x x 4' CHAIN LINK FENCE 6' WOOD FENCE 6' WOOD FENCE SW COR, NW 1/4 SEC 30-T18N-R04E NO MONUMENT FOUND RE-ESTABLISHED PER HCSO REFERENCES NE COR, W 1/2, NW 1/4 SEC 30-T18N-R04E BRASS PLUG FOUND PER HCSO REFERENCES WV DYH S SANITARY MANHOLE TC=834.51 N: PIPE TYPE/SIZE UNK, INV=822.05 S/E: NOT MEASURED S WV SANITARY MANHOLE TC=829.31 S: PIPE TYPE/SIZE UNK, INV=820.22 W/E: NOT MEASURED UTILITY NOTE: This survey reflects above ground indications of utilities and 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. The surveyor further does not warranty 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. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. Subsurface and environmental conditions were not examined or considered during the course of this survey, no statement is made regarding the existence of overhead or underground containers or facilities that may affect the use or development of the surveyed parcel. SITE Location Map Not To Scale 1" = 20 FT SET 5/8" REBAR W/CAP STAMPED "S&A FIRM #0008" CUT 'X' SET IN CONCRETE E.M. W GAS GAS OTV OTV CTV CTV OHT OHT T OHE E FLOW LINE BURIED ELECTRIC LINE OVERHEAD ELECTRIC LINES BURIED TELEPHONE LINE OVERHEAD TELEPHONE LINE BURIED CABLE T.V. LINE OVERHEAD CABLE T.V. LINE GAS LINE WATER LINE SANITARY SEWER LINE; MANHOLE POWER POLE LIGHT POLE ELECT. TRANSFORMER ELECT. PEDESTAL ELECT. METER GUY WIRE TELEPHONE POLE TELEPHONE PEDESTAL TELEPHONE MANHOLE CABLE T.V. POLE P.W.P. E.P. E.T. S T.P. T H.C.S. x x CABLE T.V. PEDESTAL TRAFFIC SIGNAL POLE TRAFFIC MANHOLE TRAFFIC CONTROL BOX GAS VALVE GAS METER GAS MARKER WATER METER WATER VALVE FIRE HYDRANT MAILBOX GV GM C.O. D TR T.C.B. TV.P. WV M DYH(M) (R) M.B. G SANITARY CLEANOUT STORM SEWER LINE; MANHOLE & END SECTION CURB INLET BEEHIVE OR ROUND INLET SQUARE FLAT INLET FENCE LINE HAMILTON COUNTY SURVEYOR MEASURED RECORDED PLATTED NO ACCESS EASEMENTN.A.E. (P) FLOOD NOTE: NO portion of the subject property is located within a Special Flood Hazard Area (Zone AE) as said property plots by scale on Community Panel No. 18057C0207G of the Flood Insurance Rate Maps (published by the Federal Emergency Management Agency - FEMA) dated November 19, 2014. The subject property is located in Zone X - unshaded (Area of minimal flood hazard)DATEREVISIONSBYS & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY: SECTION:TOWNSHIP:RANGE:BOUNDARY AND TOPOGRAPHIC SURVEYCULVER PROPERTY730 1ST AVENUE NE, CARMEL, IN 46032PREPARED FOR: DAVIS BUILDING GROUPCLAY TOWNSHIPHAMILTON COUNTY, INDIANA30 18N.04E. JAB BES 1 OF 1 SHEETS 92026 Topographic View E SMOKEY ROW RD 146TH ST N RANGELINE RDU.S. 31 K E Y S T O N E P KW Y LAND DESCRIPTION: A part of the Northwest Quarter of Section Thirty (30), Township Eighteen (18) North, Range Four (4) East, described as follows: Begin Thirteen (13) rods East, and One Hundred Twenty-two and five tenths (122.5) feet South of the Northwest comer of said Section, Township and Range, and run thence South Fifty (50) feet, thence East One Hundred Sixty-five (165) feet, thence North Fifty (50) feet, thence West One Hundred Sixty-five feet (165), to the place of beginning, in Hamilton County, Indiana. SURVEYOR'S REPORT In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ("Rule 12"), the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in availability and conditions of reference monuments; in lines of occupation; in clarity or ambiguity of the record descriptions; and as introduced by random errors in measurement ("Relative Positional Precision"). There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. There may be differences between deed or plat dimensions and measured dimensions along some of the boundary lines shown hereon. This survey and report are based in part upon opinions formed in accordance with an Indiana Land Surveyor's responsibility to conduct a survey in accordance with “1aw or a precedent” (865 IAC 1-12-11(5), Rules of the Indiana State Board of Registration for Land Surveyors). Since Indiana has no statutes addressing how to resolve boundary lines, a solution based on principles derived from common law precedent must be relied upon as the basis for a boundary resolution. Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter lines of the subject tract. All survey monuments set or found this survey are flush with existing grade unless otherwise noted. The purpose of this survey was to perform a Boundary Retracement Survey of a 0.189 acre ± parcel in the Northwest Quarter of Section 30, Township 18 North, Range 04 East as described in Instrument 2020035362 in the office of the Recorder of Hamilton County, Indiana for use in real estate development. The horizontal location data shown on this survey is based upon standard surveying measurement practices utilizing Topcon Real Time Kinetic (RTK) Global Navigation Satellite System (GNSS) units, a Topcon GTS-602 total station and/or data obtained from the INDOT, INCORS network. Any coordinates, if shown or used on this survey are referenced to a local system. The basis of bearings for this survey is referenced to the North line of said Northwest Quarter, using monuments found as described on references provided by the Hamilton County Surveyors Office. Said bearing is North 88 degrees 43 minutes 10 seconds East, according to the local system noted above. Only rights-of-way (R/W or ROW) of record are graphically depicted on this survey. A.Availability and Conditions of Reference Monuments: A Mag Spike was found marking the Northwest corner of the Quarter Section and a brass plug was found marking the Northeast corner of the West Half of said Quarter Section. Both monuments were as described on the aforementioned Surveyors Office references, and were held.. No monument was found at the Southwest corner of the Quarter Section. This location was re-established using dimensions from reference ties found. The uncertainty in this location is negligible. All monuments found or set are flush with the surface, unless otherwise noted. There may be references made to monuments found at or near the corners, or along the deed lines of the subject real estate. In cases where the monument is not exactly in agreement with this survey but within the Relative Positional Precision of the measurements on this survey, no new monument was set and the difference is shown only to accentuate the uncertainty of that corner. In those cases where the difference is greater than the Relative Positional Precision and uncertainty in referenced monuments, caution should be exercised before making any improvements along those lines affected. Those uncertainties should be considered to be significant and are discussed below. B.Lines of Occupation: Occupation along the North line of the subject tract is to a 4 foot high chain link fence which was found to be approximately along said line at its West and 4.2 feet South of said line at its East end. Occupation along the East line of the subject tract is to the improvements along 1st Avenue NE. Occupation along the South line of the subject tract is to a 6 foot high wood fence which was found to be approximately along said line at its West end and 0.5 feet South of said line at its East end. Occupation along the West line of the subject tract is to the edge of the asphalt parking for the West adjoiner to the subject tract, which was found to be approximately along said line. C.Clarity or Ambiguity of the Record Descriptions: Unless discussed above, there are no discrepancies between the record land descriptions of the subject real estate and the adjoiners. A title company and/or legal counsel should be consulted regarding any deed overlap and deed gap areas if shown on this survey. The lines of the subject real estate can be considered to be contiguous with the adjoiners' lines if no gap or overlaps are noted. D.The Relative Positional Precision of the Measurements: The Relative Positional Precision (due to random errors in measurement) of this survey is within the specifications for an Urban Class Survey Suburban Survey (0.13 feet plus 100 ppm) as defined in IAC 865. Theory of Location: Using the monuments described in the Availability and Condition of Reference Monuments section of this report, the North and West lines of the Quarter Section were established. Though no specific controlling calls for parallelism with said lines were used in the record descriptions for the subject tract and its adjoiners, they did call for equidistant measurements along their West and East lines as well as their North and South lines. Therefore, for the purposes of this survey, the North and South lines of the subject tract were established parallel with the North line of the Quarter Section and the East and West lines of the subject tract were established parallel with the West line of the Quarter Section. Using the deed dimensions along the above described parallel lines, the North line of the subject tract was found to fall approximately 2.0 feet into the home on the North adjoining tract and the South line of the subject tract was found to fall approximately 2.8 feet into the home on the subject tract. Long standing fences were found as described in the Lines of Occupation section of this report. The fence along the South line of the subject tract was found to be continued through the line between the subject's West adjoiner and the tract South of said West adjoiner. It was decided that this occupation evidence constituted the best available to establish the West end of the North and South lines of the subject tract, with the Northwest and Southwest corners of said tract being established using the record dimension East of the West line of the Quarter Section and parallel with said line. The East end of said lines was established using the record dimension along lines parallel with the North line of the subject tract, as described abvove. The resulting North and South lines of the subject tract were found to be approximately 3.7 feet South of the locations of said lines established using deed dimensions alone. E.Positional Uncertainty: As a result of the above observations, it is my opinion that the uncertainties in the location of the lines and corners established on this survey are as follows: Due to Variances in reference monuments:Negligible Due to Inconsistencies in lines of occupation:3.7 feet Due to Discrepancies in record descriptions:None observed Certification of Survey I, the undersigned Registered Land Surveyor, do hereby certify that this survey was conducted under my direct supervision and that to the best of my knowledge, information and belief said survey was conducted in accordance with Title 865, Article 1, Rule 12, Sections 1 through 30 of the Indiana Administrative Code, as amended. Date of Plat or Map: July 29, 2020 _____________________ Bruce E. Strack Professional Land Surveyor Indiana No.: 20200057 Certified: July 29, 2020 This instrument was prepared by: Bruce E Strack, PLS I affirm, under the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless required by law. Bruce E. Strack, PLS ORIGINATING BENCHMARK: HCBR 194: A Hamilton County Geodetic Control Disk in the Northwest corner of the concrete deck of the bridge carrying Range Line Road over Little Cool Creek. Elev. = 811.76 (NAVD 88) L A N D SUR V E Y O RINDI A N ABRUCEE.STRA CK No. 20200057 STATE OFREGISTER E D