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UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. GRADES SHOWN IN ROADWAY do PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THESE AREAS TO SUBGRADE ELEVATIONS IN SUCH A MANNER THAT PAVEMENT CONTRACTOR CAN INSTALL BASE ASPHALT FOR ROADWAY / PATHWAY WITHOUT MODIFYING SUBGRADE. 6. SEE TRAILWAYS PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS. 7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL. 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNERS REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 10. CONTRACTOR SHALL COORDINATE ROADWAY AND PATHWAY CONSTRUCTION WITH TRAILWAYS CONTRACTOR. 11.CONTRACTOR SHALL SEQUENCE EARTHWORK ACTIVITIES IN A MANNER THAT WILL PREPARE THE ROADWAY AND TRAILWAY SUBGRADES AS SOON AS POSSIBLE TO HELP FACILITATE THE TRAILWAYS PROJECT. 12.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT. 13.TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS THE TOP OF CASTING OR WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS. GRADING PLAN LEGEND PROPOSED CONSTRUCTION PROPOSED PAVEMENT SPOT GRADE xl800.00 PROPOSED GROUND SPOT GRADE 799.9 MATCH EXISTING GRADE M.E. PROPOSED TOP OF CURB GRADE C 800.00 PROPOSED GUTTER GRADE G 799.50 PROPOSED TOP OF WALL GRADE TW 800.00 PROPOSED BOTTOM OF WALL GRADE BW 799.50 PROPOSED TOP OF CASTING TC 800.50 PROPOSED INVERT ELEVATION IIE 1800.061 PROPOSED 1 Ft. CONTOUR 01 PROPOSED INDEX CONTOUR 0 PROPOSED SWALE 0SWA -E ®1.0% 000 PROPOSED SWALE WITH SSD (SUB- SURFACE DRAIN) _ _ SWALE 0 0.50% PROPOSED DRAINAGE FLOW ARROW (DIRECTION) PROPOSED DRAINAGE FLOW ARROW WITH GRADE 1.00% HIGH POINT H.P. LOW POINT L.P. FINISH FLOOR ELEVATION FFE =800.0 STORM STRUCTURE 733 SANITARY STRUCTURE "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL CAUTION WORKING DAYS BEFORE YOU DIG IT'S THE LAW LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE --e GROUND EVIDENCE (including, but not limited to, *, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT 1-800-382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 1 -800- 428 -5200 PRIOR TO ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF INDIANA KEYPLAN on M M N a 0 I 0 o U) w w w z_ WU U 1- W o ww< F: ra --- W�zZ�w = J 0 a C3 z S z z z a 00 r O � I p 00 U OQr C. Ix M Q •U :2 Q `. Q- Z X Q U- a 0:� N N :3 01 o 1� Q co I Z C14 o00w Z M o � m m Z � � aw 8 H J � � C �W Q z V) J Q� oZ 0 Z z o a Q CC �? Cr_ (D CLU� J J a X O U v z x a. FlED e !� DIANA -� -03 Drown 8y: MAW Diecked ffr PED W ty'u°a = DAL Scale: 0 Scab: 1' - 4V "Sia!siii Sheet C305 Date 05 -06 -03 Project Number 990433 -20600