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Sec. 35-37N-2E
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<br />Sec. 36-37N-2E
<br />This
<br />Survey
<br />Vicinity Map
<br />Graphic Scale
<br />0 30 60 120
<br />( In Feet )
<br />1 inch = 60 ft.
<br />Certificate of Survey
<br />A Part of the Southeast Quarter of Section 35 & Southwest Quarter of Section 36
<br />Township 37 North, Range 2 East, Centre Township, St. Joseph County, Indiana
<br />NOTE:
<br />FOR PROFILE VIEW OF ALIGNMENT
<br />BETWEEN AEP HIGH ALTITUDE POLE
<br />#29 & HIGH ALTITUDE POLE #26,
<br />SEE FOLLOWING PAGE.
<br />State of lndiana 1
<br />1318594
<br />— — — — — — — — 0
<br />State of Indiana
<br />123665
<br />— — — — — — 1
<br />— — — -- —
<br />0830515 Q
<br />AEP High
<br />Alt;tude
<br />Pole #27
<br />Co^,cast Es"N"t
<br />0918735 � /
<br />State of Indiana
<br />1410276
<br />20' COSB ESIAIT SA-N
<br />SE.:ER F,c WATER LINE
<br />/ OR #0058019
<br />o ® ® o 0
<br />x
<br />AEP High Alt ude
<br />Pole *29
<br />AEP High
<br />"Ititude
<br />Pole .28
<br />— — — — — — — —
<br />— — — — — — T- — — — — — — — — — — —
<br />o I
<br />20' ^OSB ETIMIT SAKI.
<br />State of Indiana I I SE�:ER & "TER LIN
<br />10«�
<br />CR #0103486
<br />„ 648
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<br />State of Indianc
<br />10648
<br />I I
<br />I I
<br />S Line of SE1 /4 Sec 35-T37N-R2E
<br />Kern Rd.
<br />(r/w varies)
<br />State of indiCnC \�
<br />„ 1110648
<br />I
<br />Box Culver' = 4.5'
<br />from foundation of
<br />AEP Pole 026
<br />Box Culvert —
<br />Inver: El = 792.5'
<br />Box Cuh •ert—�'4
<br />Invert El = 79.2.2'
<br />Box Culver'
<br />Invert El = 793.0'
<br />I
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<br />Sec \35-T37N-R2E
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<br />SW con',,
<br />Sec 36-Y37N-R2E
<br />Inv:Ivan: V
<br />Inver; I _c2 6'
<br />��J
<br />ZA-EP High
<br />"I: 0-'e
<br />Pole #26
<br />O/H lines are attached
<br />i to poles #26 & #27 via
<br />arms mounted to and
<br />extending off the
<br />southeast side thereof
<br />/ ioca•Jon of Box
<br />t Culver'am rtnua
<br />Unknown
<br />i
<br />Legend*
<br />$
<br />Section Corner
<br />®
<br />R/W Monument
<br />(r)
<br />Record Dimension
<br />Q
<br />Misc. Manhole
<br />©
<br />Clean Out
<br />cs
<br />Combined Sewer Manhole
<br />0
<br />Sanitary Manhole
<br />®
<br />Catch Basin
<br />®
<br />Dry Well
<br />®
<br />Yard Drain
<br />o
<br />Roof Drain
<br />® ®
<br />Iron Grate
<br />s'
<br />Storm Manhole
<br />©
<br />Cable Pedestal
<br />Gas Meter
<br />►�
<br />Gas Valve
<br />©
<br />Gas Marker
<br />®
<br />Air Conditioner Unit
<br />®
<br />Control Cabinet
<br />EM
<br />Electric Meter
<br />Z
<br />Electric Manhole
<br />Q
<br />Electric Pedestal
<br />❑E
<br />Electric Marker
<br />Guy Anchors
<br />Light Pole
<br />-0-
<br />Power Pole
<br />O
<br />Strain Pole
<br />®
<br />Traffic Light Pole
<br />®
<br />Traffic Manhole
<br />Traffic Puck Sensor
<br />®
<br />Traffic Handhole
<br />OTraffic
<br />Loop Detector
<br />Yard Light
<br />la
<br />Telephone Handhole
<br />QQ
<br />Telephone Manhole
<br />Telephone Pedestal
<br />❑'
<br />Telephone Marker
<br />®
<br />Fiber Optic Marker
<br />ro
<br />Fiber Optic Manhole
<br />it
<br />Fire Hydrant
<br />�w
<br />Water Manhole
<br />®
<br />Curb Stop
<br />Water Valve
<br />Q
<br />Well
<br />0
<br />Post
<br />G
<br />Bollard
<br />Flag Pole
<br />e
<br />Mailbox
<br />Sign
<br />o
<br />Double Post Sign
<br />®
<br />Stop Sign
<br />Ornamental Tree
<br />Tree (Up to 6")
<br />Overhead Line
<br />Topographic Survey Notes
<br />This topographic survey was performed for Carson, LLP in January, 2021.
<br />Horizontal datum is based upon the Indiana State Plane Coordinate System, East Zone,
<br />GPS derived utilizing the INCORS Network. (OR WEST WEST ZONE)
<br />Basis of Elevation is GPS derived utilizing the INCORS Network, NAVD88 datum.
<br />Locations of existing underground utilities shown on this drawing are based on visible
<br />evidence of above ground features and locations marked in the field by others.
<br />No excavation should occur without notification of appropriate agencies and utility
<br />companies via the Indiana 811 Underground Utility Locate system as well as additional
<br />specific interaction with individual utilities if warranted.
<br />Surveyor's Report
<br />In accordance with Title 865, Article 1, Chapter 12, of the Indiana Administrative Code ("Rule
<br />12"), the following observations and opinions are submitted regarding the various uncertainties
<br />in the locations of the lines and corners established on this survey as a result of A)
<br />availability and condition of reference monuments, B) occupation or possession lines, C) clarity
<br />or ambiguity of the record description used and of adjoiners' descriptions and the relationship
<br />of the lines of the subject tract with adjoiners' lines, and D) the relative positional accuracy of
<br />the measurements.
<br />The relative positional accuracy of the corners of the subject lot established in this survey
<br />meets the requirements for an URBAN survey as defined in IAC 865.
<br />Comments: The purpose of this survey is to determine the specific location of existing high
<br />altitude transmission line power poles, and their bases/foundations, relative to existing storm
<br />water related box culverts, within public rights of way associated with the intersection(s) of
<br />Old US 31 and Main Street, as shown on the drawing.
<br />Due to the fact that the specific locations of nearby private property boundary lines and/or
<br />public rights of way limits are not the central purpose of the survey, any monuments that may
<br />be destroyed or lost are not being re-established and/or re -set as part of the work.
<br />The theory of location: Right of way lines depicted here were established based on a
<br />combination of record documents recovered via a title search of the adjacent private property,
<br />as well as existing monumentation recovered on the site, as well as visible evidence of
<br />occupation as observed on site.
<br />All Corner monuments recovered were accepted in place.
<br />Basis of bearing for this survey is real time kintetic GPS derived.
<br />Due to availability and condition of reference monuments, estimated uncertainty: 0.5 feet.
<br />Due to occupation or possession lines, estimated uncertainty. 0.5 feet
<br />Due to clarity or ambiguity of the record descriptions, estimated uncertainty: 1.0 feet
<br />I affirm, under the penalties for perjury, that I have taken reasonable care to redact each
<br />Social Security number in this document, unless required by law.
<br />I, Kenneth Jones, Jr, Registered Professional Land Surveyor, licensed in accordance with
<br />applicable laws and statutes in the State of Indiana, hereby certify to Carson, LLP and the City
<br />of South Bend, Indiana that the attached plat represents a survey done by me or under my
<br />supervision. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative
<br />Code.
<br />n
<br />Hatched Area(s) Intended to Indicate
<br />Easement Area(s) Noted
<br />*Not all items shown in legend above
<br />were found on the subject site.
<br />Jr
<br />2021-12-18
<br />Date
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<br />•��y.'Z': DRESS 10 ' � 10
<br />4'%C:Q� No.r'.:
<br />• = LS20700056 •
<br />i STATE OF 4
<br />4 D f AM� 10 4b���
<br />sU1i-o
<br />Elkhart, IN
<br />J 0 N E S p:574.293.7762
<br />P E T R E South Bend, IN
<br />p: 574.232.4388
<br />R A F I N S K I Fort Wayne, IN
<br />*k p: 260.2422.2522
<br />Carson, LLP
<br />w 301 W. Jefferson Blvd.
<br />Fort Wayne, IN 46802
<br />w JAI Jagdish, Inc.
<br />0 60971 Business US 31
<br />South Bend, IN 46614
<br />©2021 JPR - All Rights Reserved REF. DOC. NO.: See DW
<br />SCALE: 60 IDRAWN BY: KJJ SURVEYED: 01 /25/2021
<br />DATE: 02/01 /21 ICHECKED BY:KJJ 12/18/21 JOB NO. 2021-0018
<br />PROJ: AEP—COSB Dismissal Case
<br />DESC: Boundary & Topo C-1611— 01
<br />PG. 1 of 2 ILOC: Sec 35&36—T37N—R2E
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