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BIT) <br />COMMON BORROW <br />1 1 ,790 CY <br />OF FILL <br />NET CUT/FILL <br />56,414 CY <br />OF FILL <br />CUT AND FILL IS FROM EXISTING GRADE <br />GRADE <br />TO FINISHED <br />895 - PROPOSED MAJOR CONTOUR <br />892- EXISTING MINOR CONTOUR <br />895 EXISTING MAJOR CONTOUR <br />TIP -OUT CURB AND GUTTER <br />RIPRAP <br />WETLAND FILL <br />PRESERVED WETLAND <br />WL WETLAND EDGE <br />NWL PROPOSED NORMAL WATER LEVEL <br />100-HWL PROPOSED 100 -YEAR HIGH WATER LEVEL <br />GENERAL GRADING AND DRAINAGE NOTES: <br />1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE <br />BEGINNING SITE GRADING ACTIVITIES. <br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND <br />WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL <br />COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING <br />UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF <br />MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE <br />A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. <br />4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE <br />DIRECTED. <br />5. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING <br />INFORMATION. <br />6. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE <br />REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS <br />NECESSARY AS WORK PROGRESSES. <br />7. SEE CIVIL SITE PLAN FOR SITE LAYOUT. <br />8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. <br />9. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT <br />ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT <br />LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW <br />ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. <br />10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. <br />11. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE <br />NOTED. <br />12. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED <br />SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR <br />BETWEEN SUCH POINTS AND EXISTING GRADES. <br />13. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS <br />IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. <br />Know what's below. <br />0111 before you dig. <br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR <br />DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION <br />OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES <br />UTILITY OWNED LINES BUT NOT PRIVATE LINES. <br />THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN <br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN <br />INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL <br />UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED <br />BEFORE COMMENCING WORK. <br />0 <br />a=NE <br />• cD o <br />U <br />W <br />= L w <br />N z <br />Z <br />0 cz <br />• < 0 <br />LU <br />U oC <br />m <br />LU <br />Ln _O <br />V' fV <br />}, <mLU <br />_ OL <br />w m <br />' <br />cn QmN <br />O CD Ln <br />U � 1O <br />M <br />Z w <br />O = <br />'0 <br />10 <br />Q ? w <br />v <br />�LJ Z <br />U �¢ =//� <br />�0� V <br />w� '(\ <br />w <br />mL <br />LU <br />cwue <br />~ Q Z <br />w <br />Q w 0 <br />r _w <br />af� <br />af w <br />LU � <br />w <br />LU O <br />U <br />www � <br />��(JQ :mm) <br />O o J <br />wW Q <br />< <br />� <br />7 <br />Q <br />o <br />r <br />m <br />LLJ <br />Z <br />O <br />O_ <br />V) <br />w <br />D <br />LU <br />r <br />Z � <br />LU Q <br />r <br />Q w Q <br />z <br />nQ <br />LU 0 O <br />C/') r z <br />Z <br />LU <br />< <br />LU w Q <br />j w w <br />CD <br />_ p <br />m <br />U Q <br />= <br />"' U <br />cn <br />JOB No: 171316 <br />DATE: 04/10/2018 <br />DRAWN BY: Cio <br />DESIGNED BY: ECR <br />SHEET: <br />