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The purpose of this exhibit is to show the current topographic conditions of the Carmel Freshman
Center Tennis Courts as of January, 2007. A retracement survey of the subject property 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 was not performed as a part of this
topographic investigation.
GENERAL NOTES
Any underground utilities depicted on the attached plat of survey have been located per field
observations only. No warranty, either expressed or implied, is made 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 Roger Ward Engineering, 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 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.
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 areas. In no event will Roger Ward Engineering,
Inc., its employees, agents, and /or assigns be liable for any damages arising out of the furnishing
and /or use of such information.
This Topographic Investigation was prepared for Fanning and Howey.
EQUIPMENT
Trimble 5600 DR 300+ Total Station, Trimble R8 GPS receiver and a TSCE2 data collector with
Trimble v11.22 and Trimble Geomatics Software was used for the data collection of this job.
BENCHMARK NOTES
PERMANENT BENCHMARK: BM HAM G -26; A ISHC disk at the South end of West curb of
Southbound lane bridge on SR431 over Cool Creek; 17.7 feet North of the South end of bridge &
0.4 miles North of Main Street. Elev.= 802.60 NGVD 29.
TEMPORARY BENCHMARK: Cut square at the Northeast corner of concrete base of traffic
signal control box located at Northwest corner of Main Street and 4" Avenue. Elev.= 854.19
*Note: This document in no manner represents and
should not be used to represent a boundary survey per
Indiana Survey Standards as defined in Title 865, Article
1, Rule 12 of the Indiana Administrative Code. All
boundary information was taken from an ALTA survey
by Color Consulting and Land Services.
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ASSUMED NORTH
SCALE: 1"= 40 '
SYMBOL LEGEND
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Gas Meter
OTelephone
Manhole
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Manhole
®
Pipe Ballard
cv
D4
Gas Valve
WV
Water Valve
OWater
Meter
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Sign
( � 1
Storm Manhole
Telephone Pedistal
®
Storm Inlet
ORebar
Found
HOLEY MOLEY SAYS
DON'T
DIG
BLIND
0A
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
'\�; �
1- 800 - 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
S" \ \ 4
IT IS AGAINST THE LAW TO EXCAVATE
NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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BY:
DATE:
SHEET
1
OF
1
JOB #: FAH.001