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<br />UPPER EAST lOT
<br />SCALE: 1" = 40"
<br />
<br />GRADING NOTES
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<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL
<br />CONSTRUCTION STAKING I LAYOUT.
<br />
<br />2. THE CONTRACTOR SHALL OBTAIN ANO PAY FORALLRELATEDCONSTRUCTlON
<br />PERMITS {INCLUDING NPDES PER/,IIT FROM MPCAj.
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE
<br />(CONSTRUCTION ZONES) NECESSARY TO CONSlRUCT PRoPOSED
<br />IMPROVEMENTS.
<br />
<br />4. ALL EROSION CONTROL METHODS SHAlL COMPLYWlTH MPCAANDLOCAL
<br />REGULATIONS.
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<br />5. MAINTAIN ADJACENT PROPERTY AND CITY STREETS CLEAN FROM
<br />CONSTRUCTION CAUSED DlRT AND DEBRIS ON A DAILY BASIS, PROTECT
<br />DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION
<br />RELATED DIRTAtW DEBRIS.
<br />
<br />6. THE CONTRACTOR SHAl.L SCHEDULE AND CONDUCT OPERATIONS SO AS TO
<br />MINIMIZE EROSION OF SOILS AND TO PREVENT SILTING AND MUDDYING OF
<br />STREAMS AND DRAINAGE SYSTEMS.
<br />
<br />7, PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE
<br />UNLESS OTHERWISE NOTED.
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<br />8. PROPOSED ELEVATIONS SHOW TYPICALLY 18.7 OR 19 SHALl.. BE UNDERSTOOD
<br />TO MEAN 919.7 OR 9t9 OR AS OTHERWlSEAPPUCABLE.
<br />
<br />9. THE CONTRACTORSHALL BE SOLELY RESPONSIBlE FORDETERMlNING
<br />QUAHTITlES OF FILL AND WASTE MATERlALS TO BE HANDLaJ, ANtl FOR
<br />AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPlETEI. Y PERFORM ALL
<br />WORK INDICATED ON THE DRAWINGS.
<br />
<br />in. NO FINISHED SLOPES SHALL EXCEED 3' HORIlONTAL TO 1'VERTlCAL(3:1),
<br />UNLESS OTHERWlSE NOTED.
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<br />11. LOCATEALL EXISTING UTIUTIES, VERIFY LOCATION, SIZE AND INVERT
<br />ELEVATION OF ALL EXISTING UT1UTJES. VERIFY LOCATIONS, SIZES AND
<br />ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.
<br />
<br />12. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED AS BUILDING OR TO BE
<br />PAVEO SHALL RECEIVE AT LEAST 6" OF TOPSOIL (SALVAGE EXISTING AND
<br />SUPPLEMENT AS NECESSARY). ALL DISTURBED AREAS SHAU BE SODDED, AS
<br />INDICATED ON DRAWINGS.
<br />
<br />13. BENCHMARK: GENERALLY STOOP ELEVATlON(S) OFBUILDlNGSHALL BE USED
<br />FOR BENCHMARKS. VERIFY WITH LANOSCAPEARCfDTECTTO SlTEWORK.
<br />
<br />14. ENTIRE LENGTH OF DRAIN TILE WITHIN STORAGE AREAS SHALl.. REMAIN AT
<br />SPECIFIED INVERT. WHERE CONNECTION IS MAIlE TO THE MAIN THAT LEAVES
<br />THE STORAGE AREA, ALL PIPES SHALL BE saUD.
<br />
<br />lEGEND
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<br />REFERENCE KEY TO srre DETAILS
<br />DETAIL I.D. NUMBER (TOP)
<br />SHEET NUMBER (BOTTOM)
<br />EXISTING CONTOUR
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<br />EXISTING SPOT ElEVATION
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<br />-939___
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<br />ME'" MATCH EXISTING
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<br />PROPOSED DRAIN TILE {6" D1}
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