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EL.: 101.42' <br />_ ... .... <br />411 <br />GRADING II DRAINAGE LEGEND <br />GRADING/DRAINAGE..................................... <br />...........LINETYPE/SYMBOL..........?................ <br />REFERENCE <br />GRADE <br />1000 <br />SEE PLANS <br />................................................................................................ <br />SPOT ELEVATION <br />....................................................................................................................................... <br />............................................................. <br />........ <br />X........1000.00............................................. <br />-SEE PLANS <br />STORM DRAIN <br />—� <br />SEE PLANS <br />HEADWALL (HW) / FLARED END SECTION (FES)� <br />DETAIL 3 SHEET C04.5 <br />DROP INLET (GRATE) <br />® <br />DETAIL 2, SHEET C04.5 <br />DROP INLET (GRATE AND HOOD) <br />SHEET C04: <br />.................................................................®..................................s.........DETAIIL...7, <br />JUNCTION BOX (JB) / OCS <br />. <br />......... <br />DETAIL I, SHEET C04.5 <br />CATCH BASIN (SINGLE WING) <br />agda <br />NOT APPLICABLE <br />CATCH BASIN (DOUBLE WING) <br />NOT APPLICABLE <br />.................................................................. . ... <br />PEDESTAL TOP <br />.---.... ; <br />El <br />.... ... ................. <br />NOT APPLICABLE <br />STORM STRUCTURE NUMBER <br />A3 <br />SEE PLANS <br />GRADING It DRAINAGE NOTES <br />I. SEE LANDSCAPE PLAN FOR REQUIRED TREES AND GROUND COVER. <br />2. SLOPE OF SURFACE GRADE SHALL BE A MINIMUM OF I.009 <br />3. MAXIMUM CUT OF FILL SLOPES 15 2H:IV. <br />4, THE CONTRACTOR SHALL PROVIDE CLEAN, SUITABLE MATERIAL FOR REQUIRED <br />FILL. SHOULD A SUFFICIENT QUANTITY OF SUITABLE MATERIAL NOT BE <br />AVAILABLE FROM THE REQUIRED EXCAVATION ON THE SITE. <br />5. ALL FILL SHOULD BE PLACED IN THIN, HORIZONTAL L005E LIFTS (MAXIMUM <br />6-INCH) AND COMPACTED TO AT LEAST g8 PERCENT OF THE STANDARD <br />PROCTOR MAXIMUM DRY DENSITY (ASTM D 6%). THE UPPER 6 INCHES OF <br />501L BENEATH PAVEMENTS AND SLAB -ON -GRADE SHOULD BE COMPACTED TO <br />AT LEAST 100 PERCENT. COMPACTION MUST BE CERTIFIED BY A GEORGIA <br />REGISTERED PROFESSIONAL 501L5 ENGINEER PRIOR TO THE INSTALLATION OF <br />PAVEMENTS, CURBS, SIDEWALKS OR FOOTINGS OF ANY TYPE. <br />6. DETENTION POND, DETENTION OUTLET STRUCTURES AND TEMPORARY <br />SEDIMENT POND FEATURES ARE TO BE FULLY CONSTRUCTED AND <br />OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING ON THE SITE <br />AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. <br />7. LENGTH OF RIP -RAP PADS AT PIPE OUTLET STRUCTURES TO BE A MINIMUM <br />LENGTH OF (6) 51X TIMES THE DIAMETER OF THE PIPE. <br />8. JUR15DICTIONAL LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON 51TE AT <br />ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD <br />OR STREET. <br />g. SEE SHEET C01.1 FOR GENERAL NOTES. <br />BUILDING AREA NOTES <br />I. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS <br />UNDER CONSTRUCTION; i.e. IN TIMES OF RAIN OR MUD, ROADS SHALL BE <br />PASSABLE TO EMERGENCY VEHICLES BY BEING PAVED OR HAVING A CRUSHED <br />STONE BASE ETC... WITH A MINIMUM WIDTH OF 20 FEET. THE ACCE55 TO <br />BUILDINGS HAVING SPRINKLER OR STANDPIPE SYSTEMS SHALL BE TO WITHIN <br />40 FEET OF THE FIRE DEPARTMENT CONNECTION (NFPA 1141 3-1). <br />2. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ALL <br />AREAS AROUND BUILDING. INSTALL FRENCH DRAIN IN LANDSCAPED AREAS <br />ADJACENT TO BUILDING AND CONNECT TO DRAINAGE SYSTEM. <br />3. SEE SHEET COLT FOR GENERAL NOTES. <br />HYDROLOGY STATEMENT-- - <br />THE CULVER'5 51TE (PARCEL 12) IS 1.43 ACRES AND 15 PART OF THE WAWA <br />PROJECT. DRAINAGE FROM THE 51TE HAS BEEN APPROVED TO DRAIN TO THE <br />WAWA DETENTION POND SERVING THE OVERALL WAWA DEVELOPMENT. THE <br />PERMITTED POND HAS AN IMPERVIOUS LIMIT OF 80%, THE CULVER'5 51TE WILL BE <br />73% IMPERVIOUS. <br />CONTRACTOR SHALL PROTECT ALL ITEMS <br />OUTSIDE LIMITS OF CONSTRUCTION UNLESS <br />OTHERWISE NOTED IN THE CONSTRUCTION <br />PLANS OR SPECIFICATIONS, <br />CONTRACTOR SHALL FIELD VERIFY ALL EXISTING <br />UTILITIES (LOCATIONS AND ELEVATIONS) PRII09 TO <br />STARTING CONSTRUCTION AND ALERT ENGINEER TO <br />ANY DISCREPANCIES IMMEDIATELY, <br />24—HOUR CONTACT: <br />CHRIS McGUIRE <br />(608) 92q-7737 <br />N GRAPHIC SCALE (in feet): 1' = 20' <br />10, 0' 20' 40' <br />® in,crcufflium <br />PLANNING & ENGINEERING <br />144gg N DALE MABRY HWY <br />SUITE 250 <br />TAMPA, FL 33618 <br />813.387.0084 <br />STATE OF FLORIDA <br />AUTHORIZATION NUMBER <br />8370 <br />PLANS PREPARED BY INGENIUM <br />ENTERPRISES FORMERLY GRIMAIL <br />CRAWFORD <br />Z Q <br />Q � <br />a� <br />LL . <br />tV / <br />LILA <br />V N <br />4•: <br />CLIENT: <br />MCCON BUILDING CORP. <br />105q CIRCLE DRIVE <br />HIGHLAND, WI 53543 <br />PHONE: 608.929,7737 <br />REVISION H15TORT <br />THE CIVIL ENGINEER REGULARLY UPDATES <br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A <br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY <br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE <br />DOES NOT NECESSARILY REFLECT THE COMPLETE <br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. <br />THE CONTENTS IN THESE FILES MAY THEREFORE BE <br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND <br />SUBJECT TO CHANGE. FURTHERMORE, THE <br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE <br />PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL <br />IDEAS REPRESENTED HERE BY TH15 INFORMATION <br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ u <br />THE CIVIL ENGINEER REGULARLY UPDATES <br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A <br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY <br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE <br />DOES NOT NECESSARILY REFLECT THE COMPLETE <br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. <br />THE CONTENTS IN THESE FILES MAY THEREFORE BE <br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND <br />SUBJECT TO CHANGE. FURTHERMORE, THE <br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE <br />PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL <br />IDEAS REPRESENTED HERE BY TH15 INFORMATION <br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ u <br />170061 <br />DWG NAME <br />170061 C05.DING <br />I55UE DATE <br />09/07/2017 <br />PROJ MGR <br />JP <br />GRADING I DRAINAGE PLAN <br />C05.o <br />SHEET NUMBER <br />0 <br />