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GRADING II DRAINAGE LEGEND .................................................. ................................... .................... ................................................................................... GRADING/DRAINAGE ............................................................................ ......................... .................... LINETYPE/SYMBOL ................................................................................................................................................. ...................................................... REFERENCE GRADE 1003 SEE PLANS --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SPOT ELEVATION ......... .............................................................................................. .............................................................................b......................................................................--- x 1000.00 SEE PLANS STORM DRAIN SEE PLANS HEADWALL (NW) / FLARED END SECTION (FE5) ..............:.......................................................................... < DETAIL 3, SHEET C04.5 ....................................................................................................................:................................................................................................................................................. DROP INLET (GRATE) ® DETAIL 2, SHEET C04.5 DROP INLET (GRATE AND HOOD) ® DETAIL 7, SHEET C04.4 JUNCTION BOX (JB) / 005 DETAIL I, SHEET C04.5 ......................................(...........................................................................;.........................................................................;...................................................................... CATCH BASIN SINGLE WING) NOT APPLICABLE ...................................................................................................................................................................................................................................................................... CATCH BASIN (DOUBLE WING) NOT APPLICABLE ........ ........... PEDESTAL TOP --- - - - ..............s ......... ........................... NOT APPLICABLE STORM STRUCTURE NUMBER A3 SEE PLANS GRADING $ DRAINAGE NOTES I. SEE LANDSCAPE PLAN FOR REQUIRED TREES AND GROUND COVER. 2. SLOPE OF SURFACE GRADE SHALL BE A MINIMUM OF 1,00% 3. MAXIMUM CUT OF FILL SLOPES 15 2H:IV. 4. THE CONTRACTOR SHALL PROVIDE CLEAN, SUITABLE MATERIAL FOR REQUIRED FILL. SHOULD A SUFFICIENT QUANTITY OF SUITABLE MATERIAL NOT BE AVAILABLE FROM THE REQUIRED EXCAVATION ON THE SITE. 5. ALL FILL SHOULD BE PLACED IN THIN, HORIZONTAL L005E LIFTS (MAXIMUM 6-INCH) AND COMPACTED TO AT LEAST q8 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (A5TM D 6%). THE UPPER 8 INCHES OF 501L BENEATH PAVEMENTS AND SLAB -ON -GRADE SHOULD BE COMPACTED TO AT LEAST 100 PERCENT. COMPACTION MUST BE CERTIFIED BY A GEORGIA REGISTERED PROFESSIONAL SOILS ENGINEER PRIOR TO THE INSTALLATION OF PAVEMENTS, CURBS, SIDEWALKS OR FOOTINGS OF ANY TYPE. 6. DETENTION POND, DETENTION OUTLET STRUCTURES AND TEMPORARY SEDIMENT POND FEATURES ARE TO BE FULLY CONSTRUCTED AND OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING ON THE 51TE AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 7. LENGTH OF RIP -RAP PADS AT PIPE OUTLET STRUCTURES TO BE A MINIMUM LENGTH OF (6) 51X TIMES THE DIAMETER OF THE PIPE. 8. JURISDICTIONAL LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON 51TE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. q. SEE SHEET COIJ FOR GENERAL NOTES. BUILDING AREA NOTES I. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS UNDER CONSTRUCTION; i.e. IN TIMES OF RAIN OR MUD, ROADS SHALL BE PASSABLE TO EMERGENCY VEHICLES BY BEING PAVED OR HAVING A CRUSHED STONE BASE ETC... WITH A MINIMUM WIDTH OF 20 FEET. THE ACCESS TO BUILDINGS HAVING SPRINKLER OR STANDPIPE SYSTEMS SHALL BE TO WITHIN 40 FEET OF THE FIRE DEPARTMENT CONNECTION (NFPA 1141 3-1). 2. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ALL AREAS AROUND BUILDING. INSTALL FRENCH DRAIN IN LANDSCAPED AREAS ADJACENT TO BUILDING AND CONNECT TO DRAINAGE SYSTEM. 3. SEE SHEET COIJ FOR GENERAL NOTES. HYDROLOGY STATEMENT THE CULVER'5 51TE (PARCEL 12) IS 1.43 ACRES AND 15 PART OF THE WAWA PROJECT. DRAINAGE FROM THE 51TE HAS BEEN APPROVED TO DRAIN TO THE WAWA DETENTION POND SERVING THE OVERALL WAWA DEVELOPMENT. THE PERMITTED POND HAS AN IMPERVIOUS LIMIT OF BOX. THE CULVER'5 SITE WILL BE 73% IMPERVIOUS, CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DISCREPANCIES IMMEDIATELY, 24-HOUR CONTACT: CHRIS McGUIRE (608) q2q-7737 N GRAPHIC SCALE (in Feet): III = 10' 5' 0' 10, 20' inc4enium I N'T E le I F" I ", E", PLANNING & ENGINEERING1 144g9 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD � Q z a Q O LI _ l.0 (n Iry �c ac 0- J Z3 Lu u N Ell CLIENT: MCC% BUILDING CORP, 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REVISION HISTORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MAIUIER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LA145; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MAIUIER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LA145; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 1 170061 DWG NAME 170061 C05.DWG 155UE DATE Oq/07/2017 PROJ MGR JP BUILDING AREA DRAINAGE PLAN C05,1 SHEET NUMBER rI;I IT I -fir-i I I - -- - - - - -- --;-----I