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<br />,
<br />>' ." James II.~. Dunn, II, P.SM.
<br />Brian R Garvey, P.E.
<br />GClry B. Krick, P.S.M.
<br />Myron F. Lucas, P.S.M.
<br />Thomas K. Mead, P.S,M.
<br />Timothy Mosby, P.S.M.
<br />James L Petersen, P.S.M.
<br />Larry W. Prescoll, P.SM.
<br />William C. Rowe, P.S.M.
<br />George E. Snyder, P.S.M.
<br />Tony G. Syfrett, P,S.M.
<br />
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<br />/ I / I 1.:Lttt' . ~~
<br />SOUTHEASTERN SURVEYING & MAPPING CORP
<br />SURVEYING FLORIDA SINCE 1972
<br />
<br />T. Wayne Yongue. P.S.M.
<br />Roger lonsway, P.S.M. (Retired)
<br />Steven L Anderson, Jr, S.I.T,
<br />Brad J. Lashley, S.I.T.
<br />Abraham I. Remchuk, S.I.T.
<br />Donna L. Canney, C,S.T. IV
<br />Frank B. Henry, C.ST IV
<br />David M. Rentfrow, C.S.T. IV
<br />Margarita Slavkova, C.S.T. IV
<br />Dean C. Sprague, C.S.T. IV
<br />Celeste B. van Gelder, C.ST IV
<br />
<br />Land Surveying & Mapping Services. Sub-Surface Utility Designation & Location Services. GPS Asset Inventories. Geographic Information Systems
<br />
<br />September 9, 200S
<br />
<br />Mr. Mark D. Giselar, MPA
<br />Assistant Public Works Director
<br />City of Casselberry
<br />95 Triplet Lake Drive
<br />Casselberry, Florida 32707
<br />
<br />Via E-mail: m{!iselar({/,cassclbrrrv.or{!
<br />
<br />RE: Gee Creek Erosion Control Project - Gee Creek Lane
<br />Section 04, Township 21 South, Range 30 East, Seminole County, Florida
<br />
<br />Dear Mr. Gisclar,
<br />
<br />We arc pleased to submit our proposal for surveying services on the above referenced project.
<br />
<br />SCOPE OF WORK:
<br />Provide a Topographic Survey in accordance with Chapter 61 G 17-6 F.A.C. to include the
<br />following:
<br />
<br />I. locate all improvements and utilities, as evidenced by above ground features or as
<br />marked by the designated utility company representative.
<br />
<br />2. Obtain spot elevations on natural ground and existing improvements suitable for
<br />interpolation of one foot contours to be shown on the final drawing.
<br />
<br />3. Establish a minimum of(2) site benchmarks.
<br />
<br />4. Perform cross-sections every 50 feet or as nceded.
<br />
<br />5. Topographic coverage will be limited to the area, approximately 100' x 400', from the
<br />rear of the building on Lot 6, Replat of Lot I Block G & Lot 6 in the Replat of Blocks
<br />A & I Seminole Sites, Plat Book 20, Page 59, approximately 100 feet South and from
<br />the rear of the buildings on Lots 3, 4 & 5, Block I, Seminole Site, Plat Book 19, Pages
<br />40-43, Southeast, approximately 100 feet, to inelude finished floor elevations of the
<br />buildings. Also to inelude the 15 foot drainage casement between Lots 3 & 4, Block
<br />I, with structure related data.
<br />
<br />6. Horizontal features will be based on the Seminole County State Plane Coordinate
<br />System and vertical datum will be NA VD'SS.
<br />
<br />7. Locate the apparent right-of-way line, easement and lot lines.
<br />
<br />The final product will be four (4) certified prints and an electronic file of same on disk for your use.
<br />
<br />OFFICE
<br />LOCATIONS
<br />
<br />6500 All American Boulevard, Orlando, Florida 32810 407/292-8580 Fax 407/292-0141 e-mail: info{a)southeaslernsurvevinq.com
<br />1130 Highway 90, Chipley, Florida 32428 850/638-0790 Fax 8501 638-8069 e-mail: info(cVsoutheaslernsurvevinq.com
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