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HomeMy WebLinkAboutC103C1 A = 43 042'47" R = 250.00' T = 100. 28' L = 190.73' Ch = 186.14' Brg = N 21057'45"W C4 Curve Data C2 Q = 43014'35" R = 50.00' T = 19. 82' L = 37. 74' Ch = 36.85' Brg = N 65'26'26"W Q = 400 19'54 " R = 50. 00' T = 18. 36' L = 35. 20' Ch = 34. 47' Brg = S 24026'51"E 19 "Vu 0 ss 8 ss ° ° ° ° ° ° ST r�...v- vv- v��r -v •'v'�Y - -� 0 Legend NE Corner, NW 114 C3 ( Section 25 -18 -03 i Zi = 262 046'50" R = 50.00' T = - - - -- L = 229.32' Ch = 75.02' Brg = N 44019'33"E C5 Q = 21052'09 R = 300. 00' T = 57. 96' L = 114. 50' Ch = 113.81' Brg = S 33040'43"E Fire Hydrant W I I N I o Pro -Med Ltd ( Kensington Place ca Phillip Quinet Inst, No. 90 -05515 O ti D.B. 340, Pg. 404 jI Deed Not Found I O ~ Q) I N000 08' 12 "W ; rap -837.9 I P. 0. 8. -Parce 1 I Inv- 831.7(W) 12-17' i ! Inv -829. KE) I `y 14.0' x/ 88 38'05 "E 451-05' S 090 Top-838.2 - - - - - _ _ _ 2 E -- - - - _. N ° _ 0 601 Inv- 834.9(W) i l \ �` r`- `.+ .Lawn - _ Lawn 1 Inv-832.8(E) f r _ ` 1A;oa Je_ \ _ 24" CP :.. 24 "RCP \ I - _ - v \i sr Wooded Area ^) r rr I� / ,• �� / / / / / / � sr _ s 20 Drainage &- (%tilit' O � l� z� 1`1 / _ yes / / / ,Y J/ //' _ _ _ _ _ r - -_� Y Easement / p� / I\ V �'t / �� / / �•�� •�ti / / / // // / / / /�...!t ..� _� - -Blind Connection "" `'- - _ _ / sr Sr - l Q 'Woo ed' A7ea% f / ,/ . � _ _X _ _ ��` , Location Approximated - 7 cfl v 0 f �/ / /• / / / j� % �`�• y _ VA / ool / a A�GutfollNot Found Location Approximated co Water Valve I \�/ \ \ \ I I / / / / j�:f "�"��� /� ♦/ I \ \\ \ \ I ��° ° \\ Water Surface Clean Out ' \ \ \ \\ \ . Elev. 817.1 ° � Sanitary Sewer Manhole ♦ ', C � \ ��' \ \ _ \ \ \ \ \ / / /, a/ ye ♦, Q Curb Inlet Tri -County Center -,K- / � I D i rt & Brush Ins(. No. 9809865917 Te 1 ephooe Junction Box / o ♦ �� a / tl ♦ �� Doi / / / ( , / ° Electric Junction Box ♦ ♦� �0( ��\� �� o ;� / / I ! (I / i 1 I Light Pole q ,� . • rap -829.2 ♦ ♦ <� , Inv -825.6 Storm Inlet / \ I I ( ' o Grass Sanitary Sewer Line �♦ �bc ` - -_- ©`'GQ� ♦�, \ % I '���' / �.,,,.� N ( a2•/ I �� 1 1 ;// No Improvements on Site Edge of Water ti° _.___ L _ _ _ - rap -829.0 C) d o ♦ -in ff 8Z5.8 \ - Storm Sewer Line / %' \ B \ -� \ -Sze -- -- - I o Fence Line ♦ k �� / - �. ' 1 ',,`, �� / / -626 a / \ , I / / r _ , // / % Dirt & Brush ♦ j Carmel-Clay Board Tree Line ,� ,�,� �� ! ° of Parks and Rec. / o rL s9 /! 1 Il / 1 Gas Line ♦ '�' '� 9- \ �j / X827 o Deed Not Found <� ©: 6 Rebar in Concrete Found i♦ �J /` 11 Cony. a," � 51 Mid- States Capped Rebar Set ♦ l \ �� :_ j / 0ti 6 .21 Center Line Monument Found • /I / / 0 o ° o• 2 -Story Brick ♦ Height -37' 6.01 I'r , ❑ - - - - ,� j / j / l o�� era ,� o ® ® Land Description Part of the Northeast Quarter of the Northwest Quarter of Section 25. Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the east line of said northwest quarter section, South 00 008'12" East (assumed bearing) 777.80 feet from the northeast corner thereof: thence continuing along said South line. South 00 008'12" East 19.60 feet; thence South 10 042'23" West 92.32 feet; thence South 39 °19'01" East 56.39 feet; thence South 06 °09'02" West 144.99 feet: thence South 53 °39'23" West 150.43 feet; thence South 18 °38'08" West 68.06 feet; thence South 68 029'46" West 258.78 feet to the South line of the Northeast Quarter of the Northwest Quarter of said Section 25; thence South 88 044'03" West along the South line of said Quarter- Quarter Section 394.71 feet to a point North 88 °44'03" East 530.29 feet from the Southwest corner of said Quarter- Quarter Section; thence North 35 031'32" East 512.22 feet to the Southwesterly right -of -way of Pro -Med Lane, as described in a Dedication of Right -of -Way recorded as Instrument No. 9551428 in the Office of said Recorder, said point being on a curve concave northeasterly having a central angle of 21 052'09" and a radius of 300.00 feet; thence the following six (6) courses along said right -of -way line: (1) Southeasterly along said curve an arc distance of 114.51 feet (said arc being subtended by a chord having a bearing of South 33 °40'43" East and a length of 113.81 feet) to the point of reverse curvature of a curve concave Southwesterly having a central angle of 40 °19'54" and a radius of 50.00 feet; (2) Southeasterly along said curve on arc distance of 35.20 feet (sold arc being subtended by a chord having a bearing of South 24 026'51" East and a length of 34.47 feet) to the point of reverse curvature of a curve concave Northeasterly having a central angle of 262 046'50" and a radius of 50.00 feet; (3) Southeasterly. Easterly, Northeasterly. Northerly and Northwesterly along said curve an arc distance of 229.32 feet (said arc being subtended by • long chord which bears North 44 019'33" East 75.02 feet) to • point of reverse curvature with a curve concave northeasterly, having a central angle of 43 014'35" and a radius of 50.00 feet; (4) Northwesterly and Northerly along said curve an arc distance of 37.74 feet (sold arc being subtended by a long chord which bears North 65 026'26" West 36.85 feet) to a point of compound curvature with a curve concave easterly, having a central angle of 43 042'47" and a radius of 250.00 feet; (5) Northerly along said curve an arc distance of 190.73 feet (said arc being subtended by a long chord which bears North 21 057'45" West 186.14 feet) to the point of tangency thereof; (6) North 00 008'12" West 12.17 feet; thence departing said right -of -way and running North 88 °38'05" East 451.07 feet to the POINT OF BEGINNING; containing 6.065 acres, more or less; subject to rights -of- way. easements, and restrictions. �` vo 34.7r "' 11,5• anc.oik / I % p� SURVEYOR'S REPORT r / The purpose of this project was to prepare an ALTA/ACSM Land Title Survey and Grass 34 - ,� / „� ° S i tuat i or, Survey of two adjoining parcels on Pro -Med Lane near Carmel. o .�° Indiana. The description for the 2.625 Acre parcel (noted Parcel If for this 2 - -�L 2-Story rick �` / / � �� survey) was taken from a prior survey of that site by Bishop & Associates (Job �� S _ GM Height-37' r / / -+- -Inv =816.8 No. 97771) and confirmed by research at the Hamilton County Recorder's Office. SOAP&,- �� _ _ EM g C /' o / / II\ The description of the 3.439 acre parcel (noted Parcel 1 for this survey) was Fos& ` i0o yr P - //% % / / d pp� (1 1 created for this survey and was divided from a larger parcel. Topographic n� per pr; o %ood p %a I ® g0 9 a / Gross / / ua °� s information is shown on 1 y on Parcel 1 per the scope of this project. Survey n L %mi * Call( ( \ Ownership information and copies of adj o )ners deeds were obtained from the 10 ` See re / / / \ Office of the Recorder of Hamilton County based on information provided by the _ - ` -pe o yr Floa par* / / S Mapping and Transfers Office. Prior survey control in the area by Mid - States _ p =; 01 S�drwa y L 1m� * r _ - 1 End nknown \\ Engineering ( Job No. 121 -4055) was also ut i I i zed for this survey. Field work _ \ See re _ ° or this survey was performed July 6th and 7th , 1999. ,Dori � Sror�e Pa,h' °A \ ` � 1 ` • � �� `.1 ( f0 2 8 ' A 6'' \ \ REFERENCE MONUMENTA T ION - _ - - - \ - - - - - - - - - - - - - - - Reference monumentat i on found and used for this survey consisted of three ` \ \ - - - - - - - rebors set in concrete recovered as noted hereon as well as three center line J. T. Woo C ♦ 7`7C� \ - - - -___ 18 RCP s °° monuments along Pro -Med Lane recovered as noted. Holding the geometry of the lnst.No.950518 ______________ �c - - -- Asphalt Path ° ° ° � C ` � � ` � � _ _ _ _ \ Iss ss - _ - ss! - _ _ _ _ subject parcels, the recovered monuments fit their calculated locations. A 1 1 ss _ _ _ _ _ . _ ..._.__ - - - _ other corners were set as noted. Based on these observations, uncertainty due ° ° \ �Q� `� Asphalt Path � _ - ^-��_ _�.� _ - --- - - - -.. Y -� to reference m►onumentation is estimated to be less than 0.5 feet for this P.O.B� ° ° °o CrCJE� - - - -�� - - - -\ - - - Top -823.1 survey. 530.29' /� Parce I 11 ° ° \\ - - - - - inv- 815.6(N) RECORD DESCRIPTIONS 0- - - -J\(- - - - ° S88° 44' 03 "W 394. 71 ' C I Inv - 814.6(E &w) Adj oiner deeds were obtained from the Hamilton County Recorder's office based N88 ° 4 4 ' 03 " E ° ° upon information provided by Mapping and transfers Office. Parcel I. being divided from a parent tract by this survey leaves no uncertainty with respect Wildwood Estates I to the Pro-Mad property to the North. The description for the some parcel was SW Corner, NE 114. NW 114 P.B. 3, Pg. 16 written to be consistent with the Parcel 11. creating no uncertainty. No Section 25 -08 -03 other inconsistencies were noted. Therefore. there is no uncertainty due description to for this survey. Notes: 1. Elevations shown hereon were taken from a Bench Mark from a grading plan of the 2.63 acre tract prepared by Bishop & Associates (Job No. 97771). The Bench Mark Is a Railroad Spike in the East side of a power pole 100' +/- South of the Tr !County property on the West side of Guilford Street. Elevation = 840.69 feet 2. Underground utilities as shown hereon are approximate locations only from information provided by the utility companies. Exact locations should be verified in the field prior to excavation by contacting the appropriate utility company. 3. This plot was prepared without the benefit of current title research regarding easements and restrictions. All easements shown hereon were taken from prior surveys of the site. POSSESSION /OCCUPATION The subject property was evaluated In terms of evidence of possession near the boundary. Between the parcels, the only improvement close to the line is a parking area which is in excess of 12 feet from the line. Along the West line of Parcel 11. the parking area fall as close as 1.0 foot East of the line. A path meanders through the South portion of Parcel 1, but is tied into sidewalks leading to buildings on the subject site. creating no uncertainty. A gravel path also runs. more or less. along the East line of Parcel I and encroaches up to 5.3 feed into the property. To the North of Parcel 1. lawns maintained by owners within Kensington Place extend 32 feet, more or less, into the subject property. Uncertainty due to occupation is therefore estimated to be 32 feet for this survey. The theoretical uncertainty of position of the lines and corners of this survey due to measurements is within the specifications for a Class 8 Retracement Survey (0.25 feet). The above described real estate lies within Zone C Flood Hazard Boundary, as shown on the Flood Insurance Rate Map. Community -Panel No. 180081 0003 C dated May 19. 1981 prepared by the Federal Emergency Management Agency. However. the prior Bishop survey shows a floodway and 100 -year flood limit based on an engineering study of Cool Creek. The limits of said boundaries ore shown hereon based on the Bishop survey. TITLE INFORMATION No title commitment was received or reviewed for easements and restrictions encumbering this site. OWE pp No. 890003 STATE OF 0 W Q z Q U) z 0 cc 4 09 z < a IL W Z V J L6 W L6 :E 0 aC a V W Z .1 Q J 00 o W a2 W 0 .• W 1� Q �J Q S � �E; m 0 5 0 0 0 W Q z Q U) z 0 cc 4 09 z < a IL W Z V J L6 W L6 :E 0 aC a V W Z .1 Q J 00 o W a2 W 0 .• W 1� Q �J Q DATE: JULY 23,1999 SCALE: 1" = 40' PROJECT NO. 111 1187 SHEET NO. C103 1187sit.dgn S � cn CQ o IL U_ >--Z AcPo w � aQ3 U z 0 >' 0 0�g� CO LLJ cc a¢.. ��•�■ NAM LU 00 Cc a Lu LL1 cr Cr 123.18 DATE: JULY 23,1999 SCALE: 1" = 40' PROJECT NO. 111 1187 SHEET NO. C103 1187sit.dgn