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SECTION 31, T18N, R4E
BRASS PLUG FOUND PER
HAMILTON COUNTY SURVEYORS
REFERENCE TIES
N89'50'15 "E 2847.20'
16, OD11 103.3
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10' ELECTRIC LINE EASEMENT - -y
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DEED BOOK 279, PAGE 56 I IL ANDSCAPE TIMBER
- - - - - - AILS ON CORNER
--- - - - - -I PVMT.ONLINE
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ASPHALT
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ONE STORY BLOCK >1
BUILDING
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BEN MARi
INSTRUMENT 9
TAX PARCEL P E -
16- 10- 31- 00- 00- 013.000
N89'01'00 "E 200.85'
7 1 8
I SHOPPING CENTER COMPANY
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DEED BOOK 272, PAGE 370 II MCL, INC.
T C Fly DEED BOOK 300, PAGE 213
16 10 -X31 OOTW Olt 00(T II TAX PARCEL NO. 16- 10- 31- 00- 00- 016.006
II ZONED 88
I II 15' GAS LINE EASEMENT PER DEED
3 BOOK 301, PACE 60
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-- -i iNR ` 6w 15.00E - - MAC NAIL COMMON USE DRIVEWAY ASPHALT - -
W /WASHER SET 20' WATER LINE EASEMENT NO EASEMENTS COMMITMENT TITLE N89"50'1 5"E 263.29'
- - - - - o DEED BOOK 306, PACE 419
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CONCRETE RIP -RAP �n
CONCRETE WALK CONCRETE >� c
89'5015 "E .0 - < TRASH GRASS
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AREA W000 FENCE I
T B` REBAR FOUND CONC. PAD 0.8'x4.2' WALL
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1422 KEYSTONE WAY ;� >
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FINISHED FLOOR ELEVATION= 827.07
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ASPHALT MAXIMUM HEIGHT =18.5'
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T 4�BLDC. 27.9' 21.4'
z° T _OVERHANG - - - - - - - - - 17.5'/' �ft-0
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LANDSCAPING ONCRETE WALK
'C (RAMP 6' CONC. CURB 6' CONC. CURB
I CIRCLE FINANCIAL CORP.
DEED BOOK 302, PAGE 380
W TAX PARCEL NO.
1 ' I ASPHALT
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NORTH R/W LINE \
116TH STREET
SE COR, W 112, SE 1/4
SECTION 31, T18N, R4E
BRASS PLUG FOUND PER
HAMILTON COUNTY SURVEYORS
REFERENCE TIES
CTRIC EASEMENT
0
1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "),
255, PAGE 313
the following observations and opinions are submitted regarding the various uncertainties in the
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INE EASEMENT PER
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Commencing at the Southwest corner of said Section 31; thence on and along the South line
EDGE OF
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N89'50'15 "E 137.02'
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shown hereon and, likewise, there may be found survey morkers near, but not precisely at, some
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said R/W line, South 00'41'00" West 137.98 feet; thence South 89'50'15" West 321.26 feet to the
monumentation (discussed below), the differences may be considered insignificant and ore shown
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S89 "W 137.02
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considered worthy of notice and are therefore discussed further below.
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PT OF BEGINNING
Township 18 North, Range 4 East, Hamilton County, Indiana, and being more particularly described
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The Theoretical Uncertainty (due to random errors in rneosurernent) of the corners of the subject
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said R/W line, North 89'01'00" East 200.85 feet; thence North 00'09'45" West 190.65 feet to the
defined in IAC 865.
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South line of the said Half Section, North 89'50'15" East 137.02 feet; thence Northeasterly 272.31
The following section corners were found per the Hamilton County Surveyor's reference lies: A
SW CORNER, SW 1/4
SECTION 31, T18N, R4E
BRASS PLUG FOUND PER
HAMILTON COUNTY SURVEYORS
REFERENCE TIES
N89'50'15 "E 2847.20'
16, OD11 103.3
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SOUTH LINE, S 112
N89'50'15 "E 4033.44'
W
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ASSUMED NORTH
SCALE 1" = 20'
20 0 10 20 40
4 I 5 I 6
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I 10'
10' ELECTRIC LINE EASEMENT - -y
NI MONUMENT SETS
DEED BOOK 279, PAGE 56 I IL ANDSCAPE TIMBER
- - - - - - AILS ON CORNER
--- - - - - -I PVMT.ONLINE
II
II
ASPHALT
CM
(mil
CV's
ONE STORY BLOCK >1
BUILDING
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BEN MARi
INSTRUMENT 9
TAX PARCEL P E -
16- 10- 31- 00- 00- 013.000
N89'01'00 "E 200.85'
7 1 8
I SHOPPING CENTER COMPANY
0
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12
DEED BOOK 272, PAGE 370 II MCL, INC.
T C Fly DEED BOOK 300, PAGE 213
16 10 -X31 OOTW Olt 00(T II TAX PARCEL NO. 16- 10- 31- 00- 00- 016.006
II ZONED 88
I II 15' GAS LINE EASEMENT PER DEED
3 BOOK 301, PACE 60
��T�� E- -
-- -i iNR ` 6w 15.00E - - MAC NAIL COMMON USE DRIVEWAY ASPHALT - -
W /WASHER SET 20' WATER LINE EASEMENT NO EASEMENTS COMMITMENT TITLE N89"50'1 5"E 263.29'
- - - - - o DEED BOOK 306, PACE 419
G G G G G G-- -- G --_'_ G
CONCRETE RIP -RAP �n
CONCRETE WALK CONCRETE >� c
89'5015 "E .0 - < TRASH GRASS
I E GE OF 1. 2.9 � ` T n I r_X
AREA W000 FENCE I
T B` REBAR FOUND CONC. PAD 0.8'x4.2' WALL
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G ONE STORY MASONRY BUILDING
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FINISHED FLOOR ELEVATION= 827.07
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ASPHALT MAXIMUM HEIGHT =18.5'
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4'
Z Y Y
T 4�BLDC. 27.9' 21.4'
z° T _OVERHANG - - - - - - - - - 17.5'/' �ft-0
T T ° �
LANDSCAPING ONCRETE WALK
'C (RAMP 6' CONC. CURB 6' CONC. CURB
I CIRCLE FINANCIAL CORP.
DEED BOOK 302, PAGE 380
W TAX PARCEL NO.
1 ' I ASPHALT
ZONED 88 / ;z
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NORTH R/W LINE \
116TH STREET
SE COR, W 112, SE 1/4
SECTION 31, T18N, R4E
BRASS PLUG FOUND PER
HAMILTON COUNTY SURVEYORS
REFERENCE TIES
N89'SP E 45.00'
13
14
N
5/8" REBAR FOUND
0.2'W, 0.4'N
-FENCE 0. SW
SIGN
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CTRIC EASEMENT
BQILARD
10'
1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "),
255, PAGE 313
the following observations and opinions are submitted regarding the various uncertainties in the
A part of the South Half, of Section 31, Township 18 North, Range 4 East, in Hamilton County,
INE EASEMENT PER
I CRASS
B
301, PACE 60
I W
Commencing at the Southwest corner of said Section 31; thence on and along the South line
EDGE OF
thereof, North 89'50'15" East 2847.20 feet; thence North 00'10'00" West 19.00 feet; thence North
along any line equal in magnitude to the discrepancy in the location of the lines of possession from
PVM T. 01W
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298.12 feet; thence North 89'50'15" East 45.00 feet; thence North 00'09'45 "West 132.04 feet to
shown hereon and, likewise, there may be found survey morkers near, but not precisely at, some
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East 60.00 feet; thence North 00'09'45" West 15.00 feet; thence North 89'50'15" East 263.29 feet
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said R/W line, South 00'41'00" West 137.98 feet; thence South 89'50'15" West 321.26 feet to the
monumentation (discussed below), the differences may be considered insignificant and ore shown
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Uncertainty, Positional Tolerance and the uncertainty in reference monumentation should be
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considered worthy of notice and are therefore discussed further below.
for underground local utility service over and across a part of the South Half of Section 31,
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Township 18 North, Range 4 East, Hamilton County, Indiana, and being more particularly described
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Commencing on the South line of the said Half Section, North 89'50'15" East (assumed bearing)
15'
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The Theoretical Uncertainty (due to random errors in rneosurernent) of the corners of the subject
North 75'16'00" East 103.30 feet to the North R/W line of 116th Street; thence on and along the
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said R/W line, North 89'01'00" East 200.85 feet; thence North 00'09'45" West 190.65 feet to the
defined in IAC 865.
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N89'SP E 45.00'
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5/8" REBAR FOUND
0.2'W, 0.4'N
-FENCE 0. SW
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1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "),
® INLET OR CATCH BASIN
the following observations and opinions are submitted regarding the various uncertainties in the
A part of the South Half, of Section 31, Township 18 North, Range 4 East, in Hamilton County,
locations of the lines and corners established this survey as a result of uncertainties in reference
29.9"
GRASS
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Commencing at the Southwest corner of said Section 31; thence on and along the South line
associated with these uncertainties. The client should assume there is an amount of uncertainty
thereof, North 89'50'15" East 2847.20 feet; thence North 00'10'00" West 19.00 feet; thence North
along any line equal in magnitude to the discrepancy in the location of the lines of possession from
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298.12 feet; thence North 89'50'15" East 45.00 feet; thence North 00'09'45 "West 132.04 feet to
shown hereon and, likewise, there may be found survey morkers near, but not precisely at, some
the point of beginning; thence continuing North 00'09'45" West 122.96 feet; thence North 89'50'15"
MASS
East 60.00 feet; thence North 00'09'45" West 15.00 feet; thence North 89'50'15" East 263.29 feet
Uncertainty slated below, less than the Positional Tolerance (stated in the certification in the case
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said R/W line, South 00'41'00" West 137.98 feet; thence South 89'50'15" West 321.26 feet to the
monumentation (discussed below), the differences may be considered insignificant and ore shown
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only for purposes of mathematical closure. Such differences that are greater than the Theoretical
Uncertainty, Positional Tolerance and the uncertainty in reference monumentation should be
TOGETHER WITH AND SUBJECT TO a non - exclusive, perpetual easement for ingress and egress and
considered worthy of notice and are therefore discussed further below.
for underground local utility service over and across a part of the South Half of Section 31,
® CONDITIONING UNIT
Township 18 North, Range 4 East, Hamilton County, Indiana, and being more particularly described
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as follows:
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grade unless otherwise noted.
Commencing on the South line of the said Half Section, North 89'50'15" East (assumed bearing)
15'
2847.20 feet from the Southwest corner thereof; thence North 00'10'00" West 19.00 feet; thence
15
FENCE ON LINE
15' ELECTRIC EASEMENT PER
DEED BOOK 269, PAGE 131
16- 10-31- 00-00- 016.007 54' PUBLIC ROADWAY PER
1.00 ACREt (43,562 SQUARE FEET) 1 MISC BOOK 159, PACE 493
ZONED B8 N `
STOP SIGN
10 SP S 12 SPACES
5/8' REBAR W /YELLOW
6" CON(. CURB ' 29.9' CAP FOUND OAX 01N
5/8' REBAR FOUND
0.3W, 0.9'N
FENCE 0.24
-IV S89'50'15 "W 321.26 GRASS
GRASS CONC. PAL)
16' WOOD FENCE
.--_ 5/8" REBAR FOUND
ASPHALT 0.011. 13.4'S
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/DEED ���344, PAGE 309
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Record Description - Deed Book 302, Page 38
1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "),
® INLET OR CATCH BASIN
the following observations and opinions are submitted regarding the various uncertainties in the
A part of the South Half, of Section 31, Township 18 North, Range 4 East, in Hamilton County,
locations of the lines and corners established this survey as a result of uncertainties in reference
Indiana, and being more particularly described as follows:
monumentation; in record descriptions and plats; in lines of occupation; and as introduced by
ocoCLEANOUT
random errors in measurement ( "Theoretical Uncertainty"). There may be unwritten rights
Commencing at the Southwest corner of said Section 31; thence on and along the South line
associated with these uncertainties. The client should assume there is an amount of uncertainty
thereof, North 89'50'15" East 2847.20 feet; thence North 00'10'00" West 19.00 feet; thence North
along any line equal in magnitude to the discrepancy in the location of the lines of possession from
75'16'00" East 103.30 feet to the North R/W line of 116th Street; thence on and along the said
the surveyed lines.
R/W line, North 89'01'00" East 200.85 feet; thence leaving the said R/W line, North 00'09'45" West
There may be differences of deed dimensions versus measured dimensions along the boundary lines
298.12 feet; thence North 89'50'15" East 45.00 feet; thence North 00'09'45 "West 132.04 feet to
shown hereon and, likewise, there may be found survey morkers near, but not precisely at, some
the point of beginning; thence continuing North 00'09'45" West 122.96 feet; thence North 89'50'15"
boundary corners. In cases where the magnitude of these differences are Igss than the Theoretical
East 60.00 feet; thence North 00'09'45" West 15.00 feet; thence North 89'50'15" East 263.29 feet
Uncertainty slated below, less than the Positional Tolerance (stated in the certification in the case
to a point on the Western Limited Access R/W line of Keystone Avenue; thence on and along the
of on ALTA -ACSM Land Title Survey), and less than the uncertainty identified for the reference
said R/W line, South 00'41'00" West 137.98 feet; thence South 89'50'15" West 321.26 feet to the
monumentation (discussed below), the differences may be considered insignificant and ore shown
point of beginning. Contains 1.00 acres, more or less.
only for purposes of mathematical closure. Such differences that are greater than the Theoretical
Uncertainty, Positional Tolerance and the uncertainty in reference monumentation should be
TOGETHER WITH AND SUBJECT TO a non - exclusive, perpetual easement for ingress and egress and
considered worthy of notice and are therefore discussed further below.
for underground local utility service over and across a part of the South Half of Section 31,
® CONDITIONING UNIT
Township 18 North, Range 4 East, Hamilton County, Indiana, and being more particularly described
Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter
as follows:
lines of the subject tract. All survey monuments set or found this survey are flush with existing
grade unless otherwise noted.
Commencing on the South line of the said Half Section, North 89'50'15" East (assumed bearing)
2847.20 feet from the Southwest corner thereof; thence North 00'10'00" West 19.00 feet; thence
The Theoretical Uncertainty (due to random errors in rneosurernent) of the corners of the subject
North 75'16'00" East 103.30 feet to the North R/W line of 116th Street; thence on and along the
troct established this` survey is within the specifications for a Class B Survey (0.25 feet) as
said R/W line, North 89'01'00" East 200.85 feet; thence North 00'09'45" West 190.65 feet to the
defined in IAC 865.
point of beginning; thence continuing North 00'09'45" West 50.00 feet; thence parallel with the
South line of the said Half Section, North 89'50'15" East 137.02 feet; thence Northeasterly 272.31
The following section corners were found per the Hamilton County Surveyor's reference lies: A
feet on a curve to the left (concave to the Northwest) said curve having a radius of 175.00 feet
bass plug in a steel box was found at the southwest corner of Section 31, Township 18 North,
and being subtended by o long chord bearing North 45'15'38" East and having o length of 245.66
Range 4 East and at the southeast corner of the west half of the southeast quarter of said
feet; thence parallel with the R/W line of Keystone Avenue, North 00'41'00" East 409.74 feet;
section. There is no established corner tie for the southeast corner of said Section. There is
thence Northwesterly 166.51 feel on a curve to the left (concave to the Southwest) said curve
negligible uncertainty associated with these monuments in my opinion.
having a radius of 275.00 feet and being subtended by a long chord bearing North 16'39'44" West
Basis of bearing for this survey is North 89'50'15" East along the south line of the south half of
and having a length of 163.97 feet; thence North 34'00'28" West 292.71 feet to the Southeasterly
Section 31 as cited in the subject deed.
R/W line of Keystone Way-, thence on and along the said R /W. Northeasterly 50.17 feel on a curve
to the left (concave to Northwest) said curve having a radius of 174.10 feet and being subtended
The lines and corners of the subject tract were located hereon based on controlling calls contained
by a long chord beoring North 55'59'31" East having a length of 50.00 feet; thence South 34'
in the land description for the subject tract. There are no deed gaps or overlaps with odjoiners
00'28" East 292.71 feet; thence Southeasterly 19.69 feet on a curve to the right (concave to the
along the perimeter lines of the subject tract based on these controlling calls.
Southwest) said curve having a radius of 325.00 feet and being subtended by a long chord bearing
South 32'16'22" East and having a length of 19.68 feet to a point on the Westerly R/W line of
There is 0.8 feet of discrepancy associated with the location of the east line of Keystone 'Noy
Keystone Avenue; thence on and along the said R/W line, South 87'16'00" East 51.10 feet; thence
(west limited access right -of -way line of Keystone Avenue) per the record deed versus the location
continuing on the said R /W, South 00'41'00" West 576.37 feet; thence leaving the said R /W, North
per the highway plans for State Road 431 (Keystone Avenue) per Project No. S165 (14) doted 1960.
89'19'00" West 4.00 feet; thence Southwesterly 350.11 feet on a curve to the right (concave to the
Northwest) said curve having a radius of 225.00 feet and being subtended by a long chord bearing
Along the south line of the subject tract there is a row of evergreen trees. The subject tract's
South 45'15'38" West and having a length of 315.84 feet; thence parallel with the South line of the
parking lot lies between 2.3 and 2.5 feet north of said south line. The south odjoiner's building
said Half Section, South 89'50'15" West 137.02 feet to the point of beginning. Contains 1.639
lies 9.1 feet south. The edge of the driveway along the west line lies up to 0.9 feet west of the
line. The subject tract's parking lot lies 7.4 feet east or said line. At the north end of said line
acres, more or less.
lies an area of landscaping with evergreen trees. Landscaping timbers for this area lie npnora►ly on
the line.
UNDERGROUND WATER LINE
The 60.00 foot course lies within an area of rip rap. The edge of pavement lies between 1.2 and
S
2.9 feet south of said course. The 15.00 foot course lies entirely in the rip rap area.
The north line lies generally down the center of a common use driveway between the subject tract
EDGE OF WOODS
and its north odjoiners. There was no easement mentioned for ingress & egress along this north
-x x
line in the title commitment. The east line of the subject tract lies up to 0.3 feet east of a
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right -of -way fence for Keystone Avenue (State Road 431).
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Revisions
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2. The accuracy of any flood hazard data shown on this report is subject to mop scale
uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance
Rate Map. The within described tract of land lies within Flood Hazard Zone C as said tract plots by
scale on Community Panel Number 180081 0008 C the Flood Insurance Rate Mops for the City of
Carmel, Hamilton County, Indiana (maps dated May 19, 1981).
3. Ownership information indicated hereon is as identified in County or Township records or on title
work provided by others.
4. The subject tract is zoned B -8 per the Carmel /Clay Zoning Ordinance, Hamilton County, E
Indiana. The setback requirements for B -8 zoning can be variable, transitional and subject to legal
interpretation, therefore, setback lines ore not depicted hereon.
5. Evidence of source of title for the subject tract was provided in the form of First American Title
Insurance Company Commitment No. 06009438 -450 dated November 21, 2000. Some of the items
disclosed in Schedule BIT thereof may have been depicted on the survey and are identified by their
recording data. Should any additional items need to be depicted on the survey please advise and CERTIFIED BY
provide the appropriate documents.
DYS DRAIINC AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE DIE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
Certificate of Survey CORPORATION AND ARE NOT TO BE USED OR REPRODU(.'ED W WHOLE OR IN
AL�ACSM Land Title Sunrev PART, VIHOU1 THE IIWTTEN CONSENT OF THE SCHNEIDER CORPORATION. D
To: Donalos Pizzeria Corporation, a Delaware corporation; First American Title Insurance Company, 2001, The Schneider Corporation
Circle Financial Corp., on Indiana corporation
This is to certify that this mop or plat and the survey on which it is based were mode in �e --
accordance with "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys," jointly &imeida established and adopted by ALTA, ACSM, AND NSPS in 1999, and includes Items 1 -7(o), 8 -10 and
11(b) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and
ACSM and in effect on the dote of this certification, undersigned further certifies that the Positional • CoToration Uncertainties resulting from the survey measurements made on the survey do not exceed the �ehnei C
der
allowable Positional Tolerance.
Historic Fort Harrison
To the best of my knowledge and belief the within plot also represents a survey mode under my 8901 Otis Avenue Engineering
supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code, Indianapolis, Indiana Surveying
The field work for this swvey was performed on January 30, 2001. The topographic data was 46216 -1037 Landscape Architecture
gathered using standard radial surveying techniques with on Electronic total station and data 317- 826 -7100 G1S • US
collector. Elevations on hard surfaces or structures ore accurate to within 0.05 feet, elevations on 317- 826 -7300 Fax Geology
natural surfaces ore accurate to within 0.1 feet. Contours ore plotted based upon interpolation of Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson k Assoc.
spot elevations shown hereon and ore accurate to generally within one half contour interval.
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fo 1422 Keystone Way
Richa r; N0. Carmel ' Indiana
rd H. Miller � •'
Registered Land Surveyor 1860001 - '' LS860001 STATE OF :r
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February 13, 2001 - ,
' `q ................ 4DIAN°' ' Oti ALTA /ACSM Land Title Survey
.. •
Situation Survey
Date Project No. Drawn Approv.
02/13/01 3637.001 TMS
Computer Files Sheet No. A
S: \3K \3637 \001\DWGS \3637001SDWG
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of 2
LEGEND
® INLET OR CATCH BASIN
• MANHOLE
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0 AREA LIGHT
�- -7fi� UTILITY POLE WITH GUY MARE
XR UTILITY POLE WITH RISER
`\_0 FLAG POLE
e TRAFFIC POLE
0U UTILITY PEDESTAL
OE ELECTRIC METER
® ELECTRIC TRANSFORMER
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® CONDITIONING UNIT
►a UTILITY VALVE
Z7 HYDRANT
O WELL
-►f- WATER VALVE
OW WATER METER
GAS .VALVE
K
OG GAS METER
-a-w-
�- SIGNS
® MAILBOX
f2
QD n TREE, SHRUB, STUMP
BENCHMARK
saLBORINc
_________�
OVERHEAD UTILITY LINES
TV
UNDERGROUND TELEVISION LINES
J
-- E
UNDERGROUND ELECTRIC LINES
T
UNDERGROUND TELEPHONE LINES
F
UNDERGROUND FORCE MAIN
G
UNDERGROUND GAS LINE
W
UNDERGROUND WATER LINE
S
UNDERGROUND SEWER LINE
EDGE OF WOODS
-x x
x- FENCE LINE
H
FLOW LINE
Revisions
G
F
2. The accuracy of any flood hazard data shown on this report is subject to mop scale
uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance
Rate Map. The within described tract of land lies within Flood Hazard Zone C as said tract plots by
scale on Community Panel Number 180081 0008 C the Flood Insurance Rate Mops for the City of
Carmel, Hamilton County, Indiana (maps dated May 19, 1981).
3. Ownership information indicated hereon is as identified in County or Township records or on title
work provided by others.
4. The subject tract is zoned B -8 per the Carmel /Clay Zoning Ordinance, Hamilton County, E
Indiana. The setback requirements for B -8 zoning can be variable, transitional and subject to legal
interpretation, therefore, setback lines ore not depicted hereon.
5. Evidence of source of title for the subject tract was provided in the form of First American Title
Insurance Company Commitment No. 06009438 -450 dated November 21, 2000. Some of the items
disclosed in Schedule BIT thereof may have been depicted on the survey and are identified by their
recording data. Should any additional items need to be depicted on the survey please advise and CERTIFIED BY
provide the appropriate documents.
DYS DRAIINC AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE DIE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
Certificate of Survey CORPORATION AND ARE NOT TO BE USED OR REPRODU(.'ED W WHOLE OR IN
AL�ACSM Land Title Sunrev PART, VIHOU1 THE IIWTTEN CONSENT OF THE SCHNEIDER CORPORATION. D
To: Donalos Pizzeria Corporation, a Delaware corporation; First American Title Insurance Company, 2001, The Schneider Corporation
Circle Financial Corp., on Indiana corporation
This is to certify that this mop or plat and the survey on which it is based were mode in �e --
accordance with "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys," jointly &imeida established and adopted by ALTA, ACSM, AND NSPS in 1999, and includes Items 1 -7(o), 8 -10 and
11(b) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and
ACSM and in effect on the dote of this certification, undersigned further certifies that the Positional • CoToration Uncertainties resulting from the survey measurements made on the survey do not exceed the �ehnei C
der
allowable Positional Tolerance.
Historic Fort Harrison
To the best of my knowledge and belief the within plot also represents a survey mode under my 8901 Otis Avenue Engineering
supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code, Indianapolis, Indiana Surveying
The field work for this swvey was performed on January 30, 2001. The topographic data was 46216 -1037 Landscape Architecture
gathered using standard radial surveying techniques with on Electronic total station and data 317- 826 -7100 G1S • US
collector. Elevations on hard surfaces or structures ore accurate to within 0.05 feet, elevations on 317- 826 -7300 Fax Geology
natural surfaces ore accurate to within 0.1 feet. Contours ore plotted based upon interpolation of Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson k Assoc.
spot elevations shown hereon and ore accurate to generally within one half contour interval.
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% D � 1y' %,, Donatos Pizza
�S7fq .� B
fo 1422 Keystone Way
Richa r; N0. Carmel ' Indiana
rd H. Miller � •'
Registered Land Surveyor 1860001 - '' LS860001 STATE OF :r
>
February 13, 2001 - ,
' `q ................ 4DIAN°' ' Oti ALTA /ACSM Land Title Survey
.. •
Situation Survey
Date Project No. Drawn Approv.
02/13/01 3637.001 TMS
Computer Files Sheet No. A
S: \3K \3637 \001\DWGS \3637001SDWG
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