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(9 <br />Z <br />Vkl - k <br />0 <br />N <br />40 80 <br />SCALE IN FEET <br />GRADING LEGEND: GENERAL GRADING AND DRAINAGE NOTES: <br />® <br />MANHOLE <br />1. <br />ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING <br />Q 2 <br />`7 o <br />U <br />W <br />L w <br />ACTIVITIES. <br />® <br />CATCH BASI N <br />Q 0 <br />W <br />U oC <br />CID ° ) <br />2. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE <br />DI <br />APRON <br />wrrnZ) <br />HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE <br />� ~ri <br />p o Lr) <br />U,,:t 10 <br />MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. <br />0.0% <br />FLOW ARROW <br />10 <br />.p <br />0 ? w <br />85.5 <br />SPOT ELEVATION <br />3. <br />CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE <br />�0<L V <br />LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED <br />m <br />N in ~ ZLU <br />AREAS TO BE LANDSCAPED. <br />892 <br />PROPOSED MINOR CONTOUR <br />F- <br />LU 1 <br />a <br />afw <br />LU CL <br />4. <br />CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. <br />PROPOSED MAJOR CONTOUR <br />wW Q <br />< <br />0 <br />h <br />5. <br />REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. <br />892 <br />EXISTING MINOR CONTOUR <br />6. <br />MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR <br />895 <br />EXISTING MAJOR CONTOUR <br />ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. <br />TIP -OUT CURB AND GUTTER <br />7. <br />SEE CIVIL SITE PLAN FOR SITE LAYOUT. <br />8. <br />PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. <br />RIPRAP <br />z <br />9. <br />SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF <br />O <br />CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO <br />WETLAND FILL <br />IL <br />EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. <br />F F <br />10. <br />PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. <br />t t <br />PRESERVED WETLAND <br />11. <br />NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. <br />WL <br />WETLAND EDGE <br />D <br />12. <br />UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM <br />NWL <br />PROPOSED NORMAL WATER LEVEL <br />SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. <br />100-HWL <br />PROPOSED 100 -YEAR HIGH WATER LEVEL <br />13. <br />LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE <br />THE POTENTIAL FOR EROSION. <br />Know what's below. <br />0111 before you dig. <br />f <br />I <br />I <br />I <br />I <br />I <br />I <br />I <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 />N <br />0 H <br />Q 2 <br />`7 o <br />U <br />W <br />L w <br />N Z <br />nL <br />�✓ Z <br />c Z <br />Q 0 <br />W <br />U oC <br />CID ° ) <br />LU <br />_O Ln <br />(D fV i= <br />}, Qo)w <br />wrrnZ) <br />' <br />cn QmN <br />� ~ri <br />p o Lr) <br />U,,:t 10 <br />M <br />r <br />Z w <br />O = <br />10 <br />.p <br />0 ? w <br />v <br />=oz <br />U Q = <br />�0<L V <br />N w Q w <br /><w <br />m <br />N in ~ ZLU <br />< O <br />\ <br />~ Q Z <br />w <br />Q w 0 <br />F- <br />LU 1 <br />a <br />afw <br />LU CL <br />w <br />CO <br />LU <br />U <br />www � <br />:mm) <br />O o J <br />wW Q <br />< <br />0 <br />h <br />Q <br />� <br />m <br />LLJ <br />z <br />O <br />IL <br />V) <br />w <br />D <br />Lu <br />LIJ <br />0 <br />r <br />Z � <br />O <br />cn w Q� <br />Q w Q <br /><Q <br />>Q n zI <br />p <br />v7 �Z OZ_ <br />O <br />— S <br />LLJ C/i J <br />= <br />w <br />Q <br />Z <br />w Q <br />j w w <br />rvl <br />(D <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 />C30 <br />