HomeMy WebLinkAbout06110003 ALTA/ACSM SURVEY Rcv. 11/9/2006 DOCSr-
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R= 20.00'
L= 31.42'
CH= 28.28'
CH BRG =N20 °52'30 "E
DELTA= 90 °0'0"
rACE ALUMINUM
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COPPERWELD FOUND
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RAD. PNT
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S 65 052'30" W
-0 965.00' FROM
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PI CRIPE
CAP FND.
R= 965.00'
L= 314.16'
�2 CH= 309.18'
CH BRG= N33 °31'01"W
ELTA =18 °39'10"
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CV #1 ^° `�%
R= 20.00 �x
L= 31.84'
CH= 28.57' s
CH BRG =S 88 °24123" E
DELTA =91 °11'10"
CV #2
R= 645.00' s
L= 317.74'
CH= 314.53'
CH BRG =S 31 °54'00" W
DELTA =28 °13'30"
CV #3
R= 665.00'
L= 121.47'
CH= 121.30'
CH BRG =N 48 °00'38" W
DELTA =10 °27'57"
DENOTES
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NOTE: ALL DIMENSIONS ARE DEED -PLAT AND
MEASURED, UNLESS SHOWN OTHERWISE
GENERAL NOTES:
• This survey solely relies on a title commitment prepared by Hamilton Title Services,
LLC, commitment number 2060309, with an effective date of December 28, 2005, and
last revised on August 9, 2006, for information regarding easements a
nd/or
restrictions wh ich
ma y be reft or
encumber the subject ect
premises. . No current
commitment was received as of the date of this survey.
• Any underground utilities depicted on the attached plat of survey have been located
per visual observations or utility markings on the ground. No warranty, either
expressed or implied, is made as to the accuracy and/or completeness of information
presented on underground utilities, or as to its fitness for any particular purpose or
use. in no event will DeBoy Land Development Services, Inc., its employees, agents,
and/or assigns, be liable for any damages arising out of the furnishing and/or use of
such information. The path of the utility lines shown on said plat of survey should be
considered approximate until they are either relocated, by calling the Indiana
Underground Plant Protection Agency at 1.800. 382.5544 or until they are excavated to
verify the location and path of the utility lines,
• Possession lines are referenced at monumented comers only. Possession lines may
vary between said comers.
• No warranty, either expressed or implied, Is made as to the accuracy and/or
completeness of Information provided by governmental authorities and/or third
parties, or as to its fitness for any particular purpose or use, including but not limited
to information presented on zoning, setback requirements, flood hazard zones and
wetlands area(s). In no event will DeBoy Land Development Services, Inc., its
employees, agents, and/or assigns, be liable for any damages arising out of the
furnishing and/or use of such information,
• As used In this survey, certify means to state or declare a professional opinion 0$
conditions regarding those facts or finding which are the subject of the certification
and does not constitute a warranty or guarantee, either expressed or implied.
• The zoning classification and following information for the surveyed real estate, as
cited in the Zoning Ordinances for the City of Carmel, Indiana is M -3 (Manufacturing
Park District). See Chapter 20D of said zoning ordinances for requirements of this
zoning.
• 1 further certify that the above - described real does not lie within Zone A, as shown on
Flood insurance Rate Map #18057CO209F, dated February 19, 2003, as prepared by the
Federal Emergency Management Agency.
• Source of Title: Limited Warranty Deed, #2004- 84688, owned by Shdmangeshi, LLC
• Control monumentation and property comers shown as set or found on this plat of
survey, were located using a Topcon HyperPro GPS receiver, occupying each point
for 30 seconds, more or less. Improvements shown hereon were located using said
GPS receiver or a Topcon Model 8003A Robotic Station.
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PK NAIL FOUND
R= 350.00°
L= 271.58'
CH= 264.82'
CH BRG =N88 °06'15 "E
DELTA= 135 °32'30"
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ACE ALUMINUM plat EX RAW Line
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CAP FND. R= 930.00' ~�
L= 255.35'
CH= 254.55' �`
CH BRG =S77 ° 3158E R= 365.00
DELTA =15 °43'54" L= 196.99'
CH= 194.61'
CH BRG =N69 °56'13 "W
ACE ALUMINUM CAP FND. W °` DELTA =30 °55'21"
OLDS CAP SET
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PART OF BLOCK 7 C.*) RAD. PNT �• `�
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CARMEL SCIENCE & TECHNOLOGY PARK
P.B. 13, PAG E 66
OVERALL AREAS
10.042 AC +/- (GROSS AREA R= 655.00' '
L= 338.65'
0.470 AC +/- (R/W GRANT AREA) CH= 268.24'
CH BRG =N32 °35'47 0'E
9.572 AC +/- (NET AREA) DELTA =25 °49'08"
Field /
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PK NAIL FOUND ��'1r'��`' \
�- �-�� -� OLDS CAP FND. �� N 72 012'52" W
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SITE DATA TABLE_
SITE ZONING
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M3
PROJECT AREA
8.24±
ACRES
BUILDING AREA
101,250
SF
BUILDING COVERAGE
33,750
SF (10 %)
HARD SURFACE
270,800
SF (75 %)
PARKING PROVIDED:
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1' 4..>"
ACCESSIBLE
14
SPACES
STANDARD
602
SPACES
TOTAL AUTO
616
SPACES
BICYCLE
32
SPACES
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FND.
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PT. OF COMMENCEMENT
INTERSECTION OF N.W. LINE
EXISTING LEGEND
SPOT ELEVATION (TOP OF CURB) VV WATER VALVE
SPOT ELEVATION FIRE HYDRANT
eat CONTOUR r DECIDUOUS TREE
0-0 AREA LIGHT 1 EVERGREEN TREE
C]- AREA LIGHT 2 BUSH
CQ2 UTILITY POLE X FENCE
F- GUY ANCHOR SIGN
TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE
® TELEPHONE RISER 0 TRAFFIC SIGNAL MANHOLE
® TRANSFORMER 0 TELEPHONE
FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER
G UNDERGROUND GAS 0 DRAINAGE MANHOLE
0HU OVERHEAD UTILITIES 0 SANITARY MANHOLE
OHE OVERHEAD ELECTRIC Nil CURB INLET
UGT UNDERGROUND TELEPHONE 0 ROUND INLET (14" TYPICAL)
uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL)
STM UNDERGROUND STORM O CLEAN OUT
SAN UNDERGROUND SANITARY • PIPE BOLLARD
-w w- WATER LINE (� FLAG POLE
R= 25.00'
L= 43.15'
CH= 38.00' HOLEY MOLEY SAYS
CH BRG =N05 °00'42 "E
DELTA= 98 °56'18" "DIG SAFELY"
OLDS o
CAP FND. =-
J
"IT'S THE LAW"
<c0 CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE LAW IC8-1-26.
6' 01 T IS AGAINST R INDIANA HE LAW TO EXCAVATE STATE
. p,��s.� WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING DAYS
BEFORE COMMENCING WORK.
O
Ay
THIS SITE DOES NOT LIE IN A SPECIAL
FLOOD HAZARD ZONE ACCORDING TO FIRM
MAP 18057CO207 DATED FEB. 191 2003.
Certified to: Lauth Property Group Metro Acquisitions, LLC
Hamilton Title Security, LLC Keybank National Association
Chicago Title Insurance Company
CERTIFICATE OF SURVEY
Is the 'undersigned, a Registered Professional Land Surveyor In the State of Indiana, do
hereby certify that this plat of the following described real estate was prepared under my
direct supervision, and to the best of my knowledge, information and belief, was executed in
accordance with the requirements of the Indiana Survey Standards as defined in Title 865,
Article 1, Rule 12 of the Indiana Administrative Code:
A part of Block 7 in the Carmel Science and Technology Park as per plat thereof, recorded in
Plat Book 13 pages 65 through 71, in the Office of the Recorder of Hamilton County, Indiana,
more particularly described as follows:
Commencing at the Intersection of the northwestern line of City Center Drive and the
southwestern line of Block 7 as shown on the plat of Lot One of said Block 7, recorded as
Instrument 200000014110 In the Office of said Recorder, said point being on a curve
concave northeasterly and lying South 36 degrees 45 minutes 21 seconds West 665.00 feet
from the radius point of said curve; thence along the southwestern line of said Block 7
northwesterly 121.47 feet along said curve to the point of tangency of said curve, said point
lying South 47 degrees 13 minutes 20 seconds West 665.00 feet from said radius point;
thence North 42 degrees 46 minutes 40 seconds West 12.69 feet along said southwestern
line to the point of beginning of this description, thence continuing North 42 degrees 46
minutes 40 seconds West 574.95 feet along said southwestern line to the point of curvature
of a curve concave northeasterly, said point lying South 47 degrees 13 minutes 20 seconds
West 965.00 feet from the radius point of said curve; thence along said southwestern line
Northwesterly 314.16 feet along said curve to the point of tangency of said curve, said point
lying South 65 degrees 52 minutes 30 seconds West 965.00 feet from said radius point;
thence North 24 degrees 07 minutes 30 seconds West 33.00 feet along said southwestern
line to the point of curvature of a curve concave easterly, said point lying South 65 degrees
52 minutes 30 seconds West 20.00 feet from the radius point of said curve; thence along the
western line of said Block 7 northerly 31.42 feet along said curve to the point of tangency of
said curve, said point lying North 24 degrees 07 minutes 30 seconds West 20.00 feet from
the radius point of said curve; thence North 65 degrees 52 minutes 30 seconds East 148.14
feet along the northern line of said Block 7 to the point of curvature of a curve concave
southerly, said point lying North 24 degrees 07 minutes 30 seconds West 350.00 feet from
said radius point; thence along said northern line easterly 271.58 feet along said curve to
the point of tangency of said curve, said point lying North 20 degrees 20 minutes 00
seconds East 350.00 feet from the radius point of said curve; thence South 69 degrees 40
minutes 00 seconds East 116.61 feet along said northern line to the point of curvature of a
curve concave northerly, said point lying South 20 degrees 20 minutes 00 seconds West
930.00 feet from the radius point of said curve; thence along said northern line easterly
255.35 feet along said curve to the point of reverse curvature of a curve concave
southwesterly, said point lying North 4 degrees 36 minutes 06 seconds East 365.00 feet from
the radius point of said curve; thence southeasterly 196.99 feet along said curve to the point
of compound curvature of a curve concave westerly, said point lying North 35 degrees 31
minutes 29 seconds East 25.00 feet from the radius point of said curve; thence Southerly
43.15 feet along said curve to the point of reverse curvature of a curve concave
southeasterly, said point lying North 45 degrees 35 minutes 17 seconds West 655.00 feet
from the radius point of said curve; thence Southwesterly 304.39 feet along said curve to the
point of tangency of said curve, said point lying North 72 degrees 12 minutes 52 seconds
West 655.00 feet from the radius point of said curve; thence South 17 degrees 47 minutes 08
seconds West 88.44 feet to the point of curvature of a curve concave northwesterly, said
point lying South 72 degrees 12 minutes 52 seconds East 645.00 feet from the radius point
of said curve; thence southwesterly 317.74 feet along said curve to the point of compound
curvature of a curve concave northerly, said point lying South 43 degrees 59 minutes 22
seconds East 20.00 feet from the radius point of said curve; thence Westerly 31.84 feet
along said curve to the point of beginning and containing 437,425 square feet (10.042 acres),
more or less.
Non - exclusive right of use in and to each Common Facility Easement, as defined in that
certain Declaration of Development Standards, executed November 20,1986, and recorded
November 20, 1986, In Miscellaneous Record 189, pages 615.651, and re- recorded June 8,
1988 as instrument 88.10897, and amended by First Amendment to Development Standards
dated August 19, 1988, and recorded August 24, 19889 as Instrument 88. 17832, and by
Modification and Amendment recorded January 30, 1990, as Instrument Nos. 9002282 and
9002283, respectively, and further amended by Amendment to Declaration dated March 25,
1999, and recorded April 6,1999, as Instrument 9920687, further amended by Amendment
and Supplement to Declaration recorded December 16, 2004, as Instrument 200400084687
NOTE: The acreage shown above is included for descriptive purposes only. The policies,
when issued, should not be construed as to Insuring the amount of acreage included
therein.
GRAPHIC SCALE SURVEYOR'S REPORT
so 0 30 60 120 340 The purpose of this project was to prepare a land title survey for Block 7 in Carmel Science
and Technology Park as requested by the client A fitle commitment prepared by Hamilton
E- 1177, 77 Title Security, LLC was provided for review on this survey. A prior survey for the
IN FEET) "Exception" tract shown on this survey was conducted under DeBoy Land Development
Services, Inc. job number 2005.0066 and used for reference on this project Research for
i inch = 60 ft» said prior survey was conducted at the offices of the Hamilton County Recorder and
throw h the Hamilton County GIS web site and verified for this surve Fieldwork was
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• Covenants, conditions, and restrictions as set out on the recorded plat of Carmel
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' OF CITY CTR. DR. & THE
\ p
S.W. LINE OF BLOCK 7 PER
t
INST. #2000 -14110
�PK NAIL FOUND CURB CUT PERMITS HAVE BEEN FILED WITH
P.O.B. THE CITY OF CARMEL.
SANITARY SEWER SHELL BE ACCESS IN THE
RIGHT OF WAY IN ADAMS STREET.
STORM WILL BE COLLECTED AND OUTLET
THROUGH STORM WATER DETENTION
FACILITIES LOCATED IN CARMEL TECHNOLOGY
PARK.
THE PROJECT AS ANTICAPTED WILL NOT
UTILIZE GAS.
9 Y•
conducted during the first full week of July, 2006, with final comers being set on July 19,
2006. The basis of bearings used for this survey was taken from the record plat for the
abovesaid Block 7.
R efe rence mo um ntatio n re covered for this survey consisted of numerous centerine
monuments In Carmel Drive and Adams Street. The proposed right -of -way of City Center
Drive was established per the Secondary Plat for Lot One Block 7 Carmel Science &
Technology Park based on the abovesaid monumentation. Property comer monuments set
on said prior survey for the exception parcel were recovered for this project Additionally,
numerous American Consulting capped rebars were located as shown hereon around the
perimeter of the overall site. Based on platted dimensions and field measurements,
uncertain due o numentation is estimated to be less than 0.5 feet for this survey.
uncertainty t mo y
Based on the descriptions cited in the title commitment, the subject tract is part of Block 7,
with "Exception" taken for a 1.700-acre tract Based on a review of the Hamilton County web
site, the Exception parcel apparently has never been conveyed to a new owner and is still in
the name of the owner for the parent tract (Shdmangeshi, LLC, Limited Warranty Deed, Inst.
#2004. 84688). The remainders of the boundaries are all adjoined by street dghts•of -way.
Hence there are no uncertainties due to descriptions for this survey.
Additionally, there are no p h ys i ca l Improvements o r features which would indicate
occupation along the subject boundary lines, thus creating no uncertainties in this respect,
either.
The theoretical uncertainty of position of the lines and comers of this tract is within
d t Title 8 Article 1 Rule 12
specifications for a Class C 0.50 feet survey as define n T e 65 rt
P ( ) Y , , ,
Sections 1 through 29 of the Indiana Administrative Code.
I further certify that this map or plat and the survey on which it is based were made in
"
PROJECT: F:12006 \20064091 - Louth Propert Grp- Cormat Sc1 t Tech %SURVEY%DRAWNS12006- 00"SU1dwg
DWG: 2006-0096SU.dwg
PLOTTED BY: CLAUDE L. HATFIELD
DATE: Tuesder,- October 3% 2006 947:00 AM
accordance with the Minimum Standard Detail Requirements for ALTAIACSM Land Title
Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1,
Title Commitment Notes: This site is subject to the following special exceptions of a title
2, 3, 4, 6, 7a, 7b, 7c, 8, 9, 10,11a (per visual observations only), and 13 of Table A thereof.
commitment prepared by Hamilton Title Security, LLC, commitment number 2060309:
Pursuant to the Accuracy Standards as adopted by ALTA and NSPS, and In effect on the date
of this certification, undersigned further certifies in my professional opinion, as a land
• Easements and building set -back lines as shown on the recorded plat of Carmel
surveyor registered in the State of Indiana, the Relative Positional Accuracy of this survey
Science and Technology Park, recorded in Plat Book 13, page 65.
does not exceed that which is specified therein.
• Covenants, conditions, and restrictions as set out on the recorded plat of Carmel
Corners were established and improvements were located as shown hereon.
Science and Technology Park, recorded in Plat Book 13, page 65.
• Covenants, conditions, obligations, and restrictions for Cannel Science 8,
Certified this 21st day of July, 2006
DeBoy Land Development Services, Inc.
Technology Park, asset out in a Declaration of Development Standards, executed
November 20, 1986, and recorded November 20, 1986, In Miscellaneous Record 189,
page 615 -651, and re-recorded June 8, 1988, as Instrument No. 88.10897, and
amended by First Amendment to Declaration of Development Standards, dated
Michael L. DeBoy
August 19, 1988 and recorded August 24, 1988, as Instrument 88. 17832, and
Registered Land Surveyor No. S05394N
amended by Modification and Amendment recorded January 30,1990, as Instrument
Nos. 90 -02282 and 90. 02283, respectively, and as amended by Amendment to
Declaration dated March 25, 1999, and recorded April 61 19999 as Instrument 99•
20687 and as amended by Amendment and Supplement to Declaration recorded
December 16, 2004, as Instrument 200400084687.
• Annual and/or special assessments as provided for In the Declaration of
Development Standards set out above, and any amendments thereof.
PROJECT: F:12006 \20064091 - Louth Propert Grp- Cormat Sc1 t Tech %SURVEY%DRAWNS12006- 00"SU1dwg
DWG: 2006-0096SU.dwg
PLOTTED BY: CLAUDE L. HATFIELD
DATE: Tuesder,- October 3% 2006 947:00 AM