HomeMy WebLinkAboutGrading Plan>>>>>>>>>>>>>>>>>WGPPROPOSED BUILDINGFFE: 885.50PROPOSED BUILDINGFFE: 883.50880885881882883884885884
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87812" PERFORATEDUNDERDRAIN12" PERFORATEDUNDERDRAIN32' OF 12" RCP @ 1.00%39' OF 12" RCP @ 0.30%ES 02END SECTIONINV(N):875.34ES 03END SECTIONINV(S):875.02ES 01END SECTIONINV(W):876.50ES 04END SECTIONINV(N):879.57ES 05END SECTIONINV(S):879.45CLEAN OUTINV(E):877.14SIX POINTS ROAD
40' HALF R/W
SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetSIX POINTS ROAD
13280 SIX POINTS ROAD00/00/0000LW-00387BROWNING DAY626 N ILLINOIS ST----INDIANAPOLIS, IN 46204(317) 635-5030BROWNINGDAY.COMCARMEL, IN 46032JRSWHOC300GRADING PLANRGRADING NOTES:1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDSAND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS,WHICHEVER HAS JURISDICTION.2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTINGCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IFANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.3.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANDAROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BYUTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.4.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALLVERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITYCOMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THECONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITYCOMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION.5.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITHENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.6.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TODETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FORSUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSEDPARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. PROVIDE POSITIVEDRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TESTFOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS.7.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.8.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADEELEVATIONS INDICATED.9.FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS.10.TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE.PROPOSED CURB INLETINV = STORM INVERTBC = BOTTOM OF CURBEP = EDGE OF PVMT.EXISTING CONTOURPROPOSED CONTOURABBREVIATIONSDESCRIPTION:PROPOSED CURB ELEVATIONPROPOSED SPOTPROPOSED GRADING LEGEND:PROPOSED BEEHIVE INLETDETAIL ##/C700PROPOSED INLETPROPOSED STORM MANHOLECONCRETE END SECTION800>>>>>>PROPOSED GRADE BREAKME = MATCH EXISTINGDESCRIPTION:DETAIL #/SH. #TC = TOP OF CURBPROPOSED FLOWLINEFL = FLOWLINEPROPOSED UNDERDRAINSTPROPOSED STORM SEWERTOR = TOP OF RIM(PAVEMENT ELEVATION)D712.50712.00713.00800DETAIL ##/C700DETAIL ##/C700DETAIL ##/C700DETAIL ##/C700DETAIL ##/C700DRAINAGE ARROWTCBC( IN FEET )1 inch = ft.0NORTH30153030DESIGN DEVELOPMENT