Loading...
HomeMy WebLinkAboutC1_Signed 05-18-09PURPOSE The purpose of this exhibit is to show the current topographic conditions of the Remco Corporation Building at 4735 West 106 th Street on October 28, 2008. 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 and markings by Blood Hound, Inc on October 27, 2008. 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 T&W Corporation. 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: MAR G 24 ; 2.0 miles Northwest along St. Hwy 29 from the intersection of 71 st Street at Augusta, Marion County, at the intersection of 86 th Street, 93 feet Southwest of the centerline of St. Hwy. 29, and 60 feet South of the centerline of St. Hwy. 100. An Indiana St. Hwy. Commission Standard Disk, Stamped MAR G 24 and set in top of a concrete post. ELEV. = 859.14 (NAVD 88) 860.50 (NGVD 29) ON-SITE BENCHMARK: Sanitary manhole E-10 as shown on utility plan by Mid-States Engineering along the East line of the subject parcel. ELEV. = 894.80 TEMPORARY BENCHMARK: Northeast bonnet bolt on fire hydrant East side of entrance drive, TBM #50. ELEV. = 894.72