Carmel Drive - Barnes Investmentmere Pt/C9
DEDICATION OF RIGHT -OF- WAY /GRANT OF EASEMENTS
This Dedication of Right -of -Way and Grant of Easements (collectively, the "Agreement is
entered into by and between Moe _Twos 2'riv`r c0. (the "Grantor and the
City of Cannel, Indiana, by and through its Board of Public Works and Safety "Grantee for public
right -of -way and related purposes, as follows:
1. Grantor is the fee simple owner of the real property commonly known as We. 5 P 44
"3 and more particularly described in Exhibit A, attached
hereto and incorporated herein (the "Premises
Z. For One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of
which is hereby acknowledged, Grantor hereby grants and conveys the Premises to Grantee (the
"Dedication
3. Grantee intends to undertake and construct the following improvements (the "Improvements on
the Premises:
Streetscape improvements, which include but are not limited to, sidewalks, brick
crosswalks, brick gateway columns, decorative street lights, upgraded or
improved signalized intersections with mast arms (at AAA Way and Rangeline
Road), landscaping, improved storm sewer structures and pavement resurfacing
as part of Grantee's Carmel Drive Streetscape Renovation Project (the "Project
4. The Dedication is made subject to all easements, agreements, restrictions and rights -of -way of
record and is not subject to the Indiana Corporate Gross Income Tax.
5. Grantee shall construct and install the Improvements in a good and workmanlike manner.
6. For One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of
which is hereby acknowledged, Grantor also grants to Grantee a perpetual landscape and drainage
easement (the "Easement across, under, over and upon that real property adjacent to the
Premises, as more particularly described in Exhibit B attached hereto and incorporated herein (the
"Easement Property in order to plant, construct, reconstruct, repair, operate, maintain, replace,
relocate and /or use landscaping and drainage appurtenances for and as part of the Project.
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1
7. The Easement is granted subject to all easements, agreements, restrictions and rights -of -way of
record and is not subject to the Indiana Corporate Gross Income Tax.
8. For One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of
which is hereby acknowledged, Grantor also grants to Grantee a temporary construction easement
(the "Construction Easement across, under, over and upon that real property adjacent to the
Premises, as more particularly described in Exhibit C attached hereto and incorporated herein (the
"Construction Easement Property in order for Grantee to construct and install the Improvements
on the Premises and to complete the Project.
9. Grantee shall use commercially reasonable efforts to not damage the Construction Easement
Property, except for normal and reasonable construction disturbance associated with the removal,
re- grading and installation of the Improvements. Grantee shall, in accordance with and subject to
the Project's construction plans and schedule, return the Construction Easement Property to
substantially the same condition that existed prior to the grant of the Construction Easement.
10. Grantee shall indemnify and hold Grantor harmless from and against any cost, damage, expense,
claim, suit or other liability, including, but not limited to, reasonable attorney fees, due to bodily
injury or property damage resulting from the acts of Grantee, its employees, agents or contractors,
while on the Construction Easement Property.
1 I The Construction Easement shall terminate upon the completion of the Project.
12. This Agreement, upon execution by both Grantor and Grantee, is and shall remain binding upon
Grantor and Grantee and their respective officers, officials, agents, partners, successors, assigns
and legal representatives in all respects as to all covenants, agreements and obligations contained
herein.
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IN WITNESS WHEREOF, the parties have executed and deliver this instrument and same shall
become effective on the day and year last written below.
STATE OF INDIANA
Ill at-; bn SS:
COUNTY OF
My Commission Expires:
54 //z76.
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GRANTOR
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Printed Name(s)
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Address
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City, State
-t;v 16055
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Printed Name and Title
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Address
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City, State, Zip
Before me, a Notary Public in and for said County and State, personally appeared
1 T evAei✓e5
"Grantor who acknowledged the execution
of the foregoing "Dedication Of Right-Of-Way/Grant Of Easements" as his /her /their voluntary act and deed.
Witness my hand and Notarial Seal this day of 191°1/ L 200/
NOTAR
3
L IAA-C
mac:( L. /fttr
Printed Name
My County of Resi ence: Mi-r b
fh
Approved and Adopted this day of
CITY OF CARMEL, INDIANA
By and through its Board of Public Works and Safety
Y
James
D.t:
Mary in Burke, Member
Date:
Ai%
rain r Pyiding/,(�fficer
Billy Walker, Member
Date:
ATTE
Diana Cordray
Date:
TM A
Cl old- Treasurer
STATE OF INDIANA
)SS:
/C
COUNTY OF L/ 11
Before me, a Notary Public in and for said County and State, personally appeared Jam s Brainard,
Mary Ann Burke and Billy Walker, by me known to be the Members of the City of Carmel Board of Public
Works and Safety, and Diana L. Cordray, Clerk Treasurer of the City of Carmel, who acknowledged the
execution of the foregoing "Dedication Of Right -Of -Way /Grant Of Easements" on behalf of the City of
Carmel, Indiana.
Witness my hand and Notarial Seal this
My Commission Expires:
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2004.
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NfiewITARY PUBL C
J am) /2/ LLA/f X,
Printed Name
My County of Residence: 77aUrL /Q
Prepared by Douglas C. Haney, City Attorney, One Civic Square, Carmel, Indiana 46032.
4
Exhibit A
Part of the South Half of Section 31, Township 18 North, Range 4 East
in Hamilton County, Ind Lana described as follows: Beginning at the
southwest corner of the South Half of Section 31, Township 18 North,
Flange 4 East; thence North 01 degrees 04 minutes 45 seconds West on
and along the West line thereof 1752.85 feet to the centerline of
Carmel Drive; thence North 89 degrees 55 minutes 00 seconds East on
and along said centerline 600 feet to the point of curvature of a
curve, the radius point of which bears 1145.92 feet North 00 degrees
05 minutes 00 seconds West; thence Easterly and Northeasterly on and
along said centerline and curve 440 feet to .:he point of tangency .thereof;
thence North 69 degrees 55 minutes 00 East on and along said
centerline 238.51 feet to the point of curvature of a curve, the radius;
point of which bears 1145,92 feet South 20 degrees minutes 00 seconds
East; thence Northeasterly on and along said centerline and curve 400
feet to the point of tangency thereof; thence North 89 degrees 55 minute
00 seconds East on and along said centerline 732.30 feet to the True R
Beginning Point of this description: thence North-00 degrees.05 minutes z
00 seconds West 364.20 feet; thence North 89 degrees 55 minutes 00 sec Tc
ondsrast 150.00 feet; thence South 00 degrees 05 minutes 00 seconds
East 147.20 feet; thence North 89 degrees 55 minutes 00 seconds East S
220.03 feet; thence North 00 degrees 05 minutes 00 seconds West 153
feet; thence South 00 degrees 05 minutes 00 seconds East 370 feet;
thence South 00 degrees 05 minutes 00 seconds West on and along the
centerline of Carmel Drive 500.03 feet to the True Point of Beginning; o
containing 3,452 acres, more or less.
8
8
THE
SCHNEIDER
L CORPORATION
East Carmel Drive Project Parcel 9
j: \2k \2603 \001 \dwgs \parce19.dwg
FYI-1181r A
3020 North Post Road
Indianapolis, Indiana
46226 -6518
317 898 -8282
317 899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 9
EXHIBIT A
Owner: Barnes Investments
Warranty Deed Deed Record 351, page 414
Permanent Right of Way
Land Description
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Part of the South Half of Section 31 Township 18 North, Range 4 East of the Second
Principal Meridian in Hamilton County, Indiana being all that part of the owner's and
identified as Parcel 9 lying within the area identified and shown as "Proposed
Permanent Right of Way" on the attached Route Survey Plat and being further
described as follows:
Commencing at the southwest corner of the Southwest Quarter of said Section 31;
thence bearing North 01 degrees 04 minutes 45 seconds West (basis of bearings is
from Deed Record 351, Page 414, Office of the Hamilton County Recorder) along the
west line thereof a distance of 1752.85 feet to the centerline of Carmel Drive; thence
North 89 degrees 55 minutes 00 seconds East along said centerline a distance of
600.00 feet to the point of curvature of a curve having a radius of 1145.92 feet, the
radius point of which bears North 00 degrees 05 minutes 00 seconds West thence
easterly along said curve and along said centerline an arc distance of 400.00 feet to a
point bearing South 20 degrees 05 minutes 00 seconds East from said radius point;
thence North 69 degrees 55 minutes 00 seconds East along said centerline a distance
of 238.51 feet to the to the point of curvature of a curve having a radius of 1145.92
feet, the radius point of which bears South 20 degrees 05 minutes 00 seconds East;
thence easterly along said curve an arc distance of 400.00 feet to a point bearing
North 00 degrees 05 minutes 00 seconds West from said radius point; thence North
89 degrees 55 minutes 00 seconds East along said centerline a distance of 732.30
feet; thence North 00 degrees 05 minutes 00 seconds West along the grantor's west
line a distance of 40.00 feet to the north right of way of Carmel Drive; thence North
89 degrees 55 minutes 00 seconds East along said north line a distance of 67.08
feet to the Point of Beginning; thence North 00 degrees 05 minutes 00 seconds West
a distance of 8.00 feet; thence North 89 degrees 55 minutes 00 seconds East a
distance of 432.95 feet: thence South 00 degrees 05 minutes 00 seconds East a
distance of 8.00 feet to the aforesaid north right of way line; thence South 89
degrees 55 minutes 00 seconds West along said north line a distance of 432.95 feet
to the Point of Beginning. Containing 3464 square feet.
TSC #2603.001
Sheet of 3
THE
SCHNEIDER
L: CORPORATION
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 on this route survey as a
result of variances in reference monuments and inconsistencies in lines of occupation.
This survey was performed to create additional permanent right of way and Temporary
right of way along Carmel Drive from Rangeline Road to Keystone Avenue. The basis of
bearings used is from the record descriptions of the tracts along Carmel Drive all of which
are on the some system.
The coordinate values for all Survey Control Line monuments shown hereon were
established initially by Woolpert Consultants on the Indiana State Plane Coordinate System.
These coordinates were converted by The Schneider Corporation to a local coordinate system
with a basis of bearings based on the record descriptions as noted above. Coordinate values
of and distances between control points shown hereon are to the nearest 0.01 feet, not
to indicate the precision of the fieldwork, but to allow for mathematical closure.
Survey Control Line monuments are referenced hereon by circled numerals that
correspond to the monument numbers in this report. Monument 24428 is a 5/8 inch rebar
found with yellow cap marked "Schneider Engr. Corp." 0.2 feet above grade on the south side
of Carmel Drive. Monument 1322 is a Mag nail found flush with the surface of the sidewalk
on the north side of Carmel Drive. Monument 1321 is a 5/8 inch rebar found with a red
"Woolpert" cap found 0.1 feet below grade on the south side of Carmel Drive. Monument
1325 is a 5/8 inch rebar found 0.1 feet below grade near the southwest corner of Carmel
Drive and Keystone Way. These four monuments are considered to be original monuments
with no error as related to their use as a part of or references to the survey line.
In addition to the 4 Survey Control Line monuments, various points on the centerline of
Carmel Drive and on the lead —ins to some are shown with horizontal coordinate values of
North and East. These coordinates are directly related to the coordinate values of the
Survey Control Line and coordinate values for the various Permanent and Temporary Right of
Way lines and corners can be calculated therefrom. In accordance with 865 IAC 1 12, it is
the intent of this• Route Survey that the location of all Permanent and Temporary Right of
Way lines and corners shown hereon be controlled by the various Survey Control Line
monuments and their associated coordinate values, bearings and distances shown hereon.
The various physical features shown on the Route Survey were located by Woolpert
Consultants in conjunction with an earlier phase of the Carmel Drive project. As indicated
above, the survey control for the Woolpert work was recovered, confirmed and converted to a
local datum for use. on this Route Survey.
There is evidence from older surveys that the physical monument currently at the
southwest corner of the southwest quarter of Section 31 has moved about 1 foot in a
north —south direction during the intervening years. The coordinate value shown hereon for
that corner is based on the prior location, not on the current monument. As a result of
this movement, it is my opinion that the centerline of Carmel Drive and the prior location of
the southwest corner of the section are best established based on the centerline of Carmel
Drive coordinated and depicted on this Route Survey. This centerline is based on railroad
spikes in the centerline of Carmel Drive (one at the centerline of Keystone Way and one at
the first Point of Curvature west of Keystone Way) which have been in place and utilized to
control the centerline for many years.
SURVEYOR'S STATEMENT
To the best of my knowledge and belief the within plat represents a Route Survey performed
in accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrotive Code "Rule
12 under my supervision and completed on February 25, 1999.
Go
Reg' ',c ed Land Surveyor #S0389
March 9, 1999
j: \2k \2603 \001 \dwgs \30F4SHT.dwg
3020 North Post Road
Indianapolis, Indiana
46226 -6518
317 898 -8282
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
R
R KEi
G1 ST F
•Q No.
S0389
STATE OF
e �O e.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheet of 3
THE
SCHNEIDER
L _A CORPORATION
•••••-ii—•* '‘,1
•••nr••
N 9972.9605
E 11706.9352
8
0
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0
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BR BOC
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CARMEL DRIVE
CUT "X
16.4'
CENTERLINE REFERENCE DATA
ROUTE SURVEY CONTROL EXHIBIT 1
o
N 10027.0422
E 10005.9308
MONUMENT 1322
REFERENCES
(MAC NAIL)
MONUMENT 1325
REFERENCES
(5/8 REBAR)
j: \2k\2603\001\dwgs\REPTTIES.dwg
CARMEL DRIVE
R.R. SPIKE AT CL INTER.
ON CURB
3020 North Post Road
Indianapolis. Indiana
46226-6518
317-898-8282
317-899-8010 FAX
317-895-2803 RESIDENTIAL
SURVEYING FAX
N=8025.3349, E=8425.3496, SECTION 31, SW COR., SW 1/4
N=9777.8741, E= 8392.3395, CL INTERSECTION
N=9778.7457, E=8992.3388, CL POC
N=9848.4225, E=9384.1658, CL POT
N=9930.3232, E=9608.1731, CL POC
N=10000.0000, E=10000.0000, CL POT (R.R. SPIKE FD.)
N=10002.5436, E=11750.8389, CL INTERSECTION (R.R. SPIKE FD.)
CARMEL DRIVE
BR BC
50
17.4
N 9781.7339
E 9266.1447
40•
ASSUMED NORTH
1 inch 50 ft
MONUMENT 24428
REFERENCES
(5/8" REBAR W,/SEC CAP)
COR. BC
R. BC
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
BC
N 9738.6139
E 8891.9166
LANDMARK
RICHARDS
BUILDING
MONUMENT 1321
REFERENCES
(5/8"REBAR W/WOOLPERT CAP)
MERIDIAN MORTGAGE
GROUP
COR.
TSC #2603.001
Sheet of .3
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SCHNEIDER
L CORPORATION
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SEC.31 —Ti 8N —R4E
3020 North Post. Road
Indianapolis, Indiana
46226 -8518
317 -898 -8282
317 -899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 9
RECORD OWNER
BARNES INVESTMENTS
WARRANTY DEED
INSTR. 8513708
SHOPPING COMM
L= 400.00'
R= 1145.92'
SURVEY LINE MONU. 24428
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PROPOSED PERMANENT R.O.W.
(CROSS HATCHED)
432:95' ki
'05'00 "W
40.00'
3:
PROPOSED NORTH R.O.W. LINE
KEY BMOC
589 "W 432.95'
N89'55'00"E 500.03'
CARMEL DRIVE
EXISTING 40'1/2_ R.O.W. LINE
E
N 25 2 .5
SURVEY LINE MONU. 1321
SURVEY LINE
PARCEL 9
EXHIBIT nB"
MARSH
SHOPPING CENTER
I
PLAN SCALE
1'= 80'
P.Q.B. R.O.W.
PARCEL 9
SOUTH R.O.W. LINE
PARCEL 9
732.3'
SURVEY LINE
SURVEY LINE MONU. 1322
\--L=400.00'
R= 1145.92'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
1750.84'
N89'55'00 "E
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TSC #2603.001
Sheet 1 of
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r THE
SCHNEIDER
La .J CORPORATION
j: \2k \2603 \001 \dwgs\par9LSE.dwg
8i
3020 North Post Road
Indianapolis, Indiana
48228 -8518
317- 898 -8282
317- 899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 9
EXHIBIT
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
East Carmel Drive Project Parcel 9
Owner: Barnes Investments
Warranty Deed Deed Record 351, page 414
Landscape Easement
Land Description
Part of the South Half of Section 31 Township 18 North, Range 4 East of the Second Principal Meridian in Hamilton
County, Indiana being all that part of the owner's land identified as Parcel 9 lying within those areas identified and
shown as Proposed Landscape Easement" on the attached Route Survey Plat and being further described as follows:
Landscape Easement "1"
Commencing at the southwest comer of the Southwest Quarter of Bald Section 31; thence bearing North 01 degrees
04 minutes 45 seconds West (basis of bearings is from Deed Record 351, Page 414, Office of the Hamilton County
Recorder) along the west line thereof a distance of 1752.85 feet to the centerline of Carmel Drive; thence North 89
degrees 55 minutes 00 seconds East along said centerline a distance of 600.00 feet to the point of curvature of a
curve having a radius of 1145.92 feet, the radius point of which bears North 00 degrees 05 minutes 00 seconds
West thence easterly along said curve and along said centerline an arc distance of 400.00 feet to point bearing
South 20 degrees 05 minutes 00 seconds East from said radius point; thence North 69 degrees 55 minutes 00
seconds East along said centerline a distance of 238.51 feet to the point of curvature of a curve having a radius of
1145.92 feet, the radius point of which bears South 20 degrees 05 minutes 00 seconds East; thence easterly along
said curve an arc distance of 400.00 feet to a point bearing North 00 degrees 05 minutes 00 seconds West from
said rodius point; thence North 89 degrees 55 minutes 00 seconds East along said centerline a distance of 732.30
feet to the grantor's southwest corner, thence North 00 degrees 05 minutes 00 seconds West along the grantor's
west line a distance of 40.00 feet to the north right of way of Carmel Drive; thence North 89 degrees 55 minutes
00 seconds East along said north right of way line a distance of 25.10 feet to the Point of Beginning; thence North
00 degrees 05 minutes 00 seconds West a distance of 4.00 feet; thence North 89 degrees 55 minutes 00 seconds
East a distance of 41.98 feet to a point hereinafter referred to as "Point A thence South 00 degrees 05 minutes
00 seconds East a distance of 4.00 feet to a point on the north right of way line of Carmel Drive; thence South 89
degrees 55 minutes 00 seconds West along said north line a distance of 41.98 feet to the Point of Beginning.
Containing 168 square feet.
Landscape Easement "2"
Commencing at the aforesaid "Point A thence North 00 degrees 05 minutes 00 seconds West a distance of 4.00
feet; thence North 89 degrees 55 minutes 00 seconds East a distance of 12.81 feet to the Point of Beginning;
thence North 00 degrees 05 minutes 00 seconds West a dietance of 8.90 feet; thence North 89 degrees 55 minutes
00 seconds Eost a distance of 8.00 feet; thence South 00 degrees 05 minutes 00 seconds East a distance of 8.90
feet to a point hereinafter referred to as "Point B thence South 89 degrees 55 minutes 00 seconds West a
distance of 8.00 feet to the Point of Beginning. Containing 53 square feet,
Landscape Easement "3"
Commencing at the aforesaid "Point B thence North 89 degrees 55 minutes 00 seconds East a distance of 94.34
feet to the Point of Beginning; thence North 00 degrees 05 minutes 00 seconds West a distance of 5.50 feet;
thence North 89 degrees 55 minutes 00 seconds East a distance of 17.00 feet; thence North 00 degrees 05
minutes 00 seconds West a distance of 5.50 feet; thence North 89 degrees 55 minutes 00 seconds East a distance
of 72.19 feet; thence South 00 degrees 05 minutes 00 seconds East a distance of 5.50 feet; thence North 89
degrees 55 minutes 00 seconds East a distance of 15.30 feet; thence South 00 degrees 05 minutes 00 seconds
East a distance of 5.50 feet to a point hereinafter referred to as "Point C thence South 89 degrees 55 minutes
00 seconds West a distance of 104.49 feet to the Point of Beginning. Containing 972 square feet.
Landscape Easement "4"
Commencing at the aforesaid "Point C thence North 89 degrees 55 minutes 00 seconds East a distance of B4.72
feet to the Point of Beginning; thence North 00 degrees 05 minutes 00 seconds West a distance of 5.00 feet;
thence North 89 degrees 55 minutes 00 seconds East a distance of 124.10 feet; thence South 00 degrees 05
minutes 00 seconds East a distance of 5.00 feet; thence South 89 degrees 55 minutes 00 seconds West a distance
of 124.10 feet to the Point of Beginning. Containing 621 square feet.
TSC #2603.001
Sheet of3
is THE
SCHNEIDER
CORPORATION
i
BR BOC
`Z i v =#W..x
0
0
0
0
0
0
0
7
CARMEL DRIVE
N 99729605
E 11706.9352 r£
MONUMENT 1322
REI-ERENCES
(MAC NAIL)
w
0
1-
N 10027.0422
E 10005.9308
MONUMENT 1325
REFERENCES
(5/8" REBAR)
CENTERLINE REFERENCE DATA
ROUTE SURVEY CONTROL EXHIBIT
R.R. SPIKE AT CL INTE `r
ON
x \2k \2603 \001 \dwgs \REPTTIES.dwg
3020 North Post Road
Indianapolis, Indiana
48228 -8518
317 -898 -8282
317- 899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
ctotewasaar
CARMEL DRIVE
MANHOLE
N =8025.3349, E= 8425.3496, SECTION 31, SW COR., SW 1/4
N =9777.8741, E =8392.3395, CL IN IENSECT1ON
N =9778.7457, E =89923388, CL POC
N =9848.4775, E =9384.1658, CL POT
N= 9930.3232, E= 9608.1731. CL POC
N =10000.0000, E= 10000.0000, CL POT (R.R. SPIKE FD.)
N= 100025436, E= 11750.8389, CL INTERSECTION (R.R. SPIKE FD.)
COR. BC
u
N 9781.7339
E 9266.1447
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
ASSUMED NORTH
1 inch 50 ft.
MONJMENT 24428
REFERENCES
(5/8 REBAR W /SEC CAP)
--�N 9738.6139
E 8891.9166
COR. BC
LANDMARK
RICHARDS
BUILDING
MONUMENT 1321
REFERENCES
(5 /8 "REBAR W /WOOLPERT CAP)
MERVIAN MORTGAGE
GROUP
COR. BC r
TSC #2603.001
Sheet J of .5
-1 THE
SCHNEIDER
L'` CORPORATION
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 on this route survey as a'
result of variances in reference monuments and inconsistencies in lines of occupation.
This survey was performed to create Landscape easements along Carmel Drive from
Rangeline Rood to Keystone Avenue. The basis of bearings used is from the record
descriptions of the tracts along Carmel Drive all of which are on the some system.
The coordinate values for all Survey Control Line monuments shown hereon were
established initially by Woolpert Consultants on the Indiana State Plane Coordinate System.
These coordinates were converted by The Schneider Corporation to a local coordinate system
With a basis of bearings based on the record descriptions as noted above. Coordinate values
of and distances between control points shown hereon are to the nearest 0.01 feet, not
to indicate the precision of the fieldwork, but to allow for mathematical closure.
Survey Control Line monuments are referenced hereon by circled numerals that
correspond to the monument numbers in this report. Monument 24428 is a 5/8 inch rebar
found with yellow cap marked "Schneider Engr. Corp." 0.2 feet above grade on the south side
of Carmel Drive. Monument 1322 is a Mag nail found flush with the surface of the sidewalk
on the north side of Carmel Drive. Monument 1321 is a 5/8 inch rebar found with a red
"Woolpert" cap found 0.1 feet below grade on the south side of Carmel Drive. Monument
1325 is a 5/8 inch rebar found 0.1 feet below grade near the southwest corner of Carmel
Drive and Keystone Way. These four monuments are considered to be original monuments
with no error as related to their use as a part of or references to the survey line.
In addition to the 4 Survey Control Line monuments, various points on the centerline of
Carmel Drive and on the lead —ins to same are shown with horizontal coordinate values of
North and East. These coordinates are directly related to the coordinate values of the
Survey Control Line and coordinate values for the various Permanent and Temporary Right of
Way lines and corners can be calculated therefrom. In accordance with 865 IAC 1 -12, it is
the intent of this Route Survey that the location of all Permanent and Temporary Right of
Way lines and comers shown hereon be controlled by the various Survey Control Line
monuments and their associated coordinate values, bearings and distances shown hereon.
The various physical features shown on the Route Survey were located by Woolpert
Consultants in conjunction with an earlier phase of the Carmel Drive project. As indicated
above, the survey control for the Woolpert work was recovered, confirmed and converted to a
local datum for use on this Route Survey.
There is evidence from older surveys that the physical monument currently at the
southwest corner of the southwest quarter of Section 31 has moved about 1 foot in a
north —south direction during the intervening years. The coordinate value shown hereon for
that corner is based on the prior location, not on the current monument. As a result of
this movement, it is my opinion that the centerline of Carmel Drive and the prior location of
the southwest corner of the section are best established based on the centerline of Carmel
Drive coordinated and depicted on this Route Survey. This centerline is based on railroad
spikes in the centerline of Carmel Drive (one at the centerline of Keystone Way and one at
the first Point of Curvature west of Keystone Way) which have been in place and utilized to
control the centerline for many years.
SURVEYOR'S STATEMENT
To the best of my knowledge and belief the within plat represents a Route Survey performed
in accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrative Code "Rule
12 under my supervision and completed on February 25, 1999.
G.ry R.) t
Re.'st- ed Land Surveyor #S0389
May 11, 1999
j: \2k \2603 \001 \dwgs \30F4SHT.dwg
3020 North Post Road
Indianapolis, Indiana
48228 -8518
317 -898 -8282
317- 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
No. t.
1 S0389
STATE
�NDiP� c
N0 SUR`�
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheet of 3
rill THE
SCHNEIDER
L. .44 CORPORATION
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732.3'
PARCEL 9
RECORD OWNER
BARNES INVESTMENTS
WARRANTY DEED
INSTR. 8513708
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COURSE 1
COURSE 2
N89'55'00 "E
600.00'
2
L=400.00'
R= 1145.92'
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N00'05'00 "W 4.00''
N89'55'00 "E 12.81'
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PROPOSED LANDSCAPE
EASEMENTS (CROSS HATCHED)
94.34'
89,155
N89'55'00 "E 500.03'
3020 North Post Road
Indianapolis, Indiana
46228 -8518
317 898 -8282
317 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
N 89'55'00 "E
Q'
S89'55'00"
CARMEL DRIVE
V
SURVEY UNE MONU. 1321
SURVEY LINE
SURVEY LINE MONU. 24428
SW CORNER
SEC.31- T18N -R4E
PARCEL 9
EXHIBIT 9/
O
0
732.3'
SURVEY LINE
SURVEY UNE MONU. 1322
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
-N-
PLAN SCALE
1 80'
N89'55'00 "E
124.10'
1:2411.0.:
89'55 00"W
N 89'55' 00 "E
84.72'
L P.O.B. PARCEL 9
L.S. ESMT. 4
L= 400.00'
R= 1145.92'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERUNE AND SURVEY LINE COORDINATES.
40 1 /2
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1750.84' `i
N89'55'00 "E
TSC #2603.001
Sheet 1 of
l THE
SCHNEIDER
j CORPORATION
East Carmel Drive Project Parcel 9
Owner: Barnes Investments
Warranty Deed Deed Record 351, page 414
Temporary Construction Easement
Land Description
j: \2k \2603 \001 \dwgs \parcel9. dwg
3020 North Post Road
Indianapolis, Indiana
46226 -6518
317 -898 -8282
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 9
EXHIBIT A
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Part of the South Half. of Section 31 Township 18 North, Range 4 East of the Second Principal Meridian in
Hamilton County, Indiana being all that part of the owner's land identified as Parcel 9 Tying within those
areas identified and shown as "Proposed Temporary Construction Easement" on the attached Route Survey
Plat and being further described as follows:
Temporary Construction Easement "A"
Also, Commencing at the southwest corner of the Southwest Quarter of said Section 31; thence bearing
North 01 degrees 04 minutes 45 seconds West (basis of beorings is from Deed Record 351, Page 414, Office
of the Hamilton County Recorder) along the west line thereof a distance of 1752.85 feet to the centerline of
Carmel Drive; thence North 89 degrees 55 minutes 00 seconds East along said centerline a distance of
600.00 feet to the point of curvature of o curve having a radius of 1145.92 feet, the radius point of which
bears North 00 degrees 05 minutes 00 seconds West thence easterly along said curve and along said
centerline on arc distance of 400.00 feet to a point bearing South 20 degrees 05 minutes 00 seconds East
from said radius point; thence North 69 degrees 55 minutes 00 seconds East along said centerline o
distonce of 238.51 feet to the to the point of curvature of a curve having a radius of 1145.92 feet, the
radius point of which bears South 20 degrees 05 minutes 00 seconds East; thence easterly along said
curve an arc distance of 400.00 feet to a point bearing North 00 degrees 05 minutes 00 seconds West from
said radius point; thence North 89 degrees 55 minutes 00 seconds East along said centerline a distance of
732.30 feet; thence North 00 degrees 05 minutes 00 seconds West along the grantor's west line a distance
of 40.00 feet to the north right of way of Carmel Drive and the Point of Beginning; thence continuing North
00 degrees 05 minutes 00 seconds West along said west line a distance of 9.99 feet; thence South 63
degrees 55 minutes 30 seconds East a distance of 22.66 feet to a point hereinafter referred to as "Point
A" on the north right of way line of Carmel Drive; thence South 89 degrees 55 minutes 00 seconds West
along said north line a distance of 20.34 feet to the Point of Beginning. Containing 102 square feet.
Temporary Construction Easement "B"
Also, Commencing at the aforesaid "Point A thence North 89 degrees 55 minutes 00 seconds East along
said north line a distance of 18.66 feet to the Point of Beginning; thence North 00 degrees 05 minutes 00
seconds West a distance of 5.21 feet; thence North 89 degrees 32 minutes 36 seconds East o distance of
28.09 feet; thence South 00 degrees 05 minutes 00 seconds East a distance of 5.39 feet to the north right
of way line of Carmel Drive; thence South 89 degrees 55 minutes 00 seconds West along said north line o
distance of 28.09 feet to the Point of Beginning. Containing 149 squore feet.
Temporary Construction Easement "C"
Commencing at the southwest corner of the Southwest Quarter of said Section 31; thence bearing North 01
degrees 04 minutes 45 seconds West (basis of bearings is from Deed Record 351, Poge 414, Office of the
Hamilton County Recorder) along the west line thereof a distance of 1752.85 feet to the centerline of Carmel
Drive; thence North 89 degrees 55 minutes 00 seconds East along said centerline a distance of 600.00 feet
to the point of curvature of a curve having o radius of 1145.92 feet, the radius point of which bears North
00 degrees 05 minutes 00 seconds West thence easterly along said curve and along said centerline an arc
distance of 400.00 feet to a point bearing South 20 degrees 05 minutes 00 seconds East from said radius
point; thence North 69 degrees 55 minutes 00 seconds East along said centerline a distance of 238.51 feet
to the to the point of curvature of a curve having a radius of 1145.92 feet, the radius point of which bears
South 20 degrees 05 minutes 00 seconds East; thence easterly along said curve on arc distance of 400.00
feet to o point bearing North 00 degrees 05 minutes 00 seconds West from said radius point; thence North
89 degrees 55 minutes 00 seconds East along said centerline a distance of 732.30 feet; thence continuing
North 89 degrees 55 minutes 00 seconds East along said centerline a distance of 500.03 feet; thence North
00 degrees 05 minutes 00 seconds West along the grantor's west line a distance of 48.00 feet to the north
right of way of Carmel Drive and the Point of Beginning; thence South 89 degrees 55 minutes 00 seconds
West parallel with the north right of way line of Carmel Drive a distance of 427.47 feet; thence North 00
degrees 05 minutes 00 seconds West a distance of 14.77 feet; thence South 90 degrees 00 minutes 00
seconds East a distance of 42.90 feet; thence South 00 degrees 13 minutes 17 seconds West a distance of
12.64 feet; thence North 89 degrees 22 minutes 36 seconds East a distance of 42.61 feet; thence North 00
degrees 00 minutes 00 seconds East a distance of 1.73 feet; thence North 61 degrees 45 minutes 24
seconds East a distance of 18.13 feet; thence South 89 degrees 22 minutes 07 seconds East a distance of
118.71 feet;
thence South 63 degrees 26 minutes 17 seconds East a distance of 5.61 feet; thence South 89 degrees 55
minutes 59 seconds East a distance of 53.06 feet; thence North 00 degrees 24 minutes 44 seconds West a
distance of 10.48 feet; thence North 48 degrees 48 minutes 40 seconds East a distance of 8.68 feet;
thence North 0D degrees 06 minutes 03 seconds West a distance of 1.50 feet; thence North 89 degrees 55
minutes 00 seconds East a distance of 132.15 feet; thence South 00 degrees 21 minutes 53 seconds West o
distance of 25.30 feet; thence North 89 degrees 55 minutes 00 seconds East a distance of 10.84 feet to
the grantor's east line; thence South DO degrees 05 minutes 00 seconds East along said east line a
distance of 1.00 feet to the Point of Beginning. Containing 6428 square feet.
TSC #2603.001
Sheet of 3
TIDE
SCHNEIDER ,4 CORPORATION
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 on this route survey as a
result of voriances in reference monuments and inconsistencies in lines of occupation.
This survey was performed to create additional permanent right of way and Temporary
right of way along Carmel Drive from Rangeline Road to Keystone Avenue. The basis of
bearings used is from the record descriptions of the tracts along Carmel Drive all of which
are on the some system.
The coordinate values for all Survey Control Line monuments shown hereon were
established initially by Woolpert Consultants on the Indiana State Plane Coordinate System.
These coordinates were converted by The Schneider Corporation to a local coordinate system
with a basis of bearings based on the record descriptions as noted above. Coordinate values
of and distances between control points shown hereon are to the nearest 0.01 feet, not
to indicate the precision of the fieldwork, but to allow for mathematical closure.
Survey Control Line monuments are referenced hereon by circled numerals that
correspond to the monument numbers in this report. Monument 24428 is a 5/8 inch rebar
found with yellow cap marked "Schneider Engr. Corp." 0.2 feet above grade on the south side
of Carmel Drive. Monument 1322 is a Mag nail found flush with the surface of the sidewalk
on the north side of Carmel Drive. Monument 1321 is a 5/8 inch rebar found with a red
"Woolpert" cap found 0.1 feet below grade on the south side of Carmel Drive. Monument
1325 is a 5/8 inch rebar found 0.1 feet below grade near the southwest corner of Carmel
Drive and Keystone Way. These four monuments are considered to be original monuments
with no error as related to their use as a part of or references to the survey line.
In addition to the 4 Survey Control Line monuments, various points on the centerline of
Carmel Drive and on the lend -ins to same are shown with horizontal coordinate values of
North and East. These coordinates are directly related to the coordinate values of the
Survey Control Line and coordinate values for the various Permanent and Temporary Right of
Way lines and corners can be calculated therefrom. In accordance with 865 IAC 1 -12, it is
the intent of this Route Survey that the location of all Permanent and Temporary Right of
Way lines and corners shown hereon be controlled by the various Survey Control Line
monuments and their associated coordinate values, bearings and distances shown hereon.
The various physical features shown on the Route Survey were located by Woolpert
Consultants in conjunction with an earlier phase of the Carmel Drive project. As indicated
above, the survey control for the Woolpert work was recovered, confirmed and converted to a
local datum for use on this Route Survey.
There is evidence from older surveys that the physical monument currently at the
southwest corner of the southwest quarter of Section 31 has moved about 1 foot in a
north -south direction during the intervening years. The coordinate value shown hereon for
that corner is based on the prior location, not on the current monument. As a result of
this movement, it is my opinion that the centerline of Carmel Drive and the prior location of
the southwest corner of the section are best established based on the centerline of Carmel
Drive coordinated and depicted on this Route Survey. This centerline is based on railroad
spikes in the centerline of Carmel Drive (one at the centerline of Keystone Way and one at
the first Point of Curvature west of Keystone Way) which have been in place and utilized to
control the centerline for many years.
SURVEYOR'S STATEMENT
To the best of my knowledge and belief the within plat represents a Route Survey performed
in accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrative Code "Rule
12 under my supervision and completed on February 25, 1999.
G.ry R �t
Re. re. Land Surveyor fS0389
March 9, 1999
j: \2k \2603 \001 \dwgs 30F4SHT.dwg
3020 North Post Road
Indianapolis, Indiana
46228 -6518
317- 898 -8282
317- 899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
;,n; :u a n: n: rnur rrrrrrr
Q R K
61sT
No.
50389
STATE OF
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SURV
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheet of 3
r 1 THE
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SCHNEIDER
Lf CORPORATION
BR B0C
N 9 972.9605
E 11706.9352
CARMEL DRIVE
rn
MONUMENT 1322
REFERENCES
(MAC NAIL)
5
16.4'
CUT "X
CENTERLINE REFERENCE DATA
N 10027.0422
E 10005.93D8
MONUMENT 1325
REFERENCES
(5/8" REBAR)
j: \2k \2603 \001 \dwgs \REPTTIES.dwg
ROUTE SURVEY CONTROL EXHIBIT
r
ON CUR
11
CARMEL DRIVE
MANHOLE
R.R. SPIKE AT CL INTER.
tr
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f
3020 North Post Road
Indianapolis, Indiana
48228 -6518
317 -898 -8282
317 899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
N= 8025.3349, E= 8425.3496, SECTION 31, SW COR., SW 1/4
N= 9777.8741, E= 8392.3395, CL INTERSECTION
N= 9778.7457, E= 8992.3388, CL POC
N= 9848.4225, E= 9384.1658, CL POT
N= 9930.3232, E= 9608.1731, CL POC
N= 10000.0000, E= 10000.0000, CL POT (R.R. SPIKE FD.)
N= 10002.5436, E= 11750.8389, CL INTERSECTION (R.R. SPIKE FD.)
CARMEL DRIVE
R. BC
u
N 9781.7339
E 9266.1447 1•
Engineering
Surveying
Landscape Architecture
GIS US
Geology
ASSUMED NORTH
1 inch 50 ft.
MON MENT 24428
REFERENCES
(5/8" REBAR W /SEC CAP)
40
COR. BC
N 9738.6139
E 8891.9166
MERIDIAN MORTGAGE
GROUP
COR. BC
LANDMAP,K
RICHARDS
BUILDING
MONUMENT 1321
REFERENCES
(5/8 "REBAR W /WOOLPERT CAP)
COR. 8Q
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TSC #2603.001
Sheet 3 of 3
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732.3'
PARCEL 9
RECORD OWNER
BARNES INVESTMENTS
WARRANTY DEED
INSTR. 8513708
W W W W
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L=400.00'
R= 1145.92'
N89'55'00 "E
600.00'
ODOM
j: \2k \2603 \001 \dwgs \parceI9.dwg
3020 North Post Road
Indianapolis, Indiana
46225 -8518
317 898 -8282
317 899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
PROPOSED TEMPORARY CONSTRUCTION
EASEMENTS (CROSS HATCHED)
S89 22'07 "E
18 71'
CARMEL DRIVE
KEY BMOC
SURVEY LINE MONO. 1321
SURVEY NE
SURVEY LINE MONU. 24428
SW CORNER
SEC.31- T18N -R4E
PARCEL 9
EXHIBIT "s"
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S89'55 00 "W 427.47'
EXISTING 40' 1/2 R.O.W. LINE
N89 55'00 "E 500.03'
I a
SURVEY LINE
N89 55 '00"E
P.O.B. PARCEL 9
TEMP. ESMT. "C"
P.O.B. ESMT. A
PARCEL 9
732.3'
SURVEY LINE
MONU. 1322
L=400.00'
R= 1145.92'
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
PLAN SCALE
1"= 80'
132.15'
N00 "W
48.00'
Ilona? kvC
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
1750.84'
N89'55'00 "E
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TSC #2603.001
Sheet 1 of i