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EXHIBIT " A" AGREEMENT FOR PROFESSIONAL SERVICES Work Order No . ( Engineering/Survey) Continuing Professional Surveying and Mapping/GIS Services Contract # 1032 Indian River County Project # 1205 PROJECT . 87th Street Right of Way and Topographic Survey PHONE : Work - (772) 226- 1386 CLIENT NAME : Indian River County — David Schryver PHONE : Fax - (772 ) 778- 9391 SITE 87th Street MAILING 1801 27th Street ADDRESS . 101St Avenue to County Road 510 ADDRESS : Vero Beach , FL 32960 Vero Beach , FL 32967 87th Street Right of Way and Topographic Survev Pursuant to our Annual Land Surveying and Mapping/GIS Services Contract 1032 , MMRT , Inc . is pleased to provide Indian River County with this proposal for performance of a Specific Purpose Survey to establish Right of Way and a Topographic Survey for property located in Indian River County and lying in Section 27 , Township 031 South , Range 038 East and Section 28 , Township 031 South , Range 038 East described as and to include the following : Proiect Outline and Limits : The Survey limits are generally described as the 87th Street Right of Way from 101 st Avenue to County Road 510 and 10 feet outside of the limits on each side and including side streets . The survey limits shall also include County Road 510 , from west edge of pavement extending 10 feet outside of County Road 510 west right of way line . The approximate length of the right of way limits is 7 , 500 linear feet ( 1 . 42 miles) . Scope of Services : Task 1 : Right of Way and Topographic Survey 1 ) Project initiation , including review of existing deeds and surveys , files and field notes , preparation of work orders and field crew folders . 2 ) Find , recover and measure field ties into existing survey control along the route to establish the 87th Street Right of Way and Baseline of Survey . Find , recover and measure field ties from Baseline of Survey to existing GPS 23 and GPS 24 monuments as applicable . Horizontal Control shall be based upon the State Plane Coordinate System , Florida East Zone , NAD 83 . 3 ) Find and recover existing vertical control . Elevations hall be based upon the National Geodetic Vertical Datum of 1929 ( NGVD 29 ) with a conversion to the North American Vertical Datum of 1988 ( NAVD 88 ) provided . Perform bench run and establish benchmarks along the survey corridor at maximum 1000 foot intervals . 4 ) Field monument baseline control , including at a minimum , one control point for each existing side street . Control points shall consist of iron rod and cap or nail and disk . Control points shall be designated on survey with station/offset and NGVD ' 29 elevation . 5 ) Field locate and record vertical ground elevation cross sections within and 10 ' outside of right of way at even 100 ' baseline stations and all distinct locations ( inverts , retention areas , swales , ditches etc . ) and changes in contour along the right of way corridor. 6) Field locate and record existing improvements and man made features within and 10 ' outside of right of way , including but not limited to , roads , swales , driveways , culverts , signage and mailboxes , visible utilities , fences etc , within and 10 ' outside the existing Right of Way . 7 ) Field locate and identify limits of vegetation within the right of way limits . Field locate and identify trees , 4 " or larger, outside the any limits of vegetation but within the right of way limits . Masteller, Moler, Reed 8 Taylor, Inc. 1655 27th Street, Suite 2 Vero Beach , FL 32960 Phone : 772-564-8050 , Fax : 772-794-0647 Q e-mail : dt5243@bellsouth . net I '