HomeMy WebLinkAboutC303 - GRADING PLAN NORTHWEST0+001+002+00
0+00841840838839840 839841842
845850842843844846847848849STRUCTURE #ST-10T.C. 837.52INV OUT:834.52 12" (N)STRUCTURE #ST-9T.C. 837.40INV IN:834.42 12" (S)INV OUT:834.42 15" (NE)33' of 12" RCP @ 0.31%STRUCTURE #ST-8T.C. 836.44INV IN:832.53 18" (W)INV OUT:832.43 18" (SE)STRUCTURE #ST-7T.C. 837.65INV IN:832.28 18" (NW)INV OUT:832.18 18" (SE)85' of 18" RCP @ 0.18%STRUCTURE #ST-24T.C. 848.94INV OUT:843.87 12" (E)STRUCTURE #ST-22T.C. 848.72INV IN:842.20 12" (N)INV OUT:840.83 12" (SE)27' of 12" RCP @ 3.17%30+0031+0032+0033+0034+0035+0036+0036+70STRUCTURE #ST-11T.C. 836.60INV IN:834.16 15" (SW)INV OUT:832.82 18" (E)29' of 15" RCP @ 0.91%163' of 18" RCP @ 0.18%PONDING ELEV. 837.82PONDING DEPTH 0.54'PONDING ELEV. 837.78PONDING DEPTH 0.70'839BMP ACCESS EASEMENT20EXISTING GAS PIPELINE EASEMENT(VECTREN ENERGY, INC.)EXISTING RIGHT-OF-WAY P-R ILLINOIS ST.STREET EXTENSION PLANS DATED 04-18-2012(CITY OF CARMEL PROJECT 11-09)+25.03'12.00'L+50.03'18.00'LN0°15'27"E 36.55'L=S89°57'34"E 71.49'L=78.54R=150.00S59°57'34"E 171.61'CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLO O
O OOOABCDEFGHJKL151413121110987654321151413121110987654321ABCDEFGHJKLPRELIMINARYNOT FOR CONSTRUCTIONThis drawing is forreview purposes only.1100 Sycamore Street, Suite 200Cincinnati, Ohio 45202 - Ph: 513.984.1070702 N. Capitol AvenueIndianapolis, Indiana 46204Ph: 317.636.3980www.luminaut.com13295 Illinois StreetSuite 142Carmel, IN 46032ENGINEERING, LLCSNELLINGPh: (317) 697-0180www.snellingeng.comIMI HeadquartersNew Build10901 Illinois St.Carmel, IN 46032IN2204601/18/2023GSSSEE PLAN1 TAC REVISIONS 3/8/231GRADING PLAN - NORTHWESTN60GRAPHIC SCALE IN FEET30090SCALE : 1" = 30'C303C303GRADING PLANNORTHWESTGRADING NOTES1.PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVINGCONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONSAFTER INSTALLATION AND CORRECT.2.PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTINGFEATURES AS NECESSARY.3.ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETSTHE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGESHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL.4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULARCARE WHILE EXCAVATING AROUND EXISTING TREES SO NOTTO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TOROOT SYSTEM.5.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULARCARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITYLINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BYUTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOTTO CAUSE DAMAGE.6.THE EXCAVATING CONTRACTOR OR LANDSCAPINGCONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2"BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSEDACROSS THAT SEEDED AREA.7.ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTSARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THEGENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS,SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TOTHEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORKIS COMPLETED.KEY MAPFLOOD STATEMENT:BY GRAPHIC PLOTTING ONLY, THIS PROPERTY ISLOCATED IN ZONE X (AREAS OF MINIMAL FLOODING) OFTHE FLOOD INSURANCE RATE MAP, COMMUNITY PANELNO. 18057C0208G, WHICH BEARS AN EFFECTIVE DATE OFNOVEMBER 19, 2014 AND IS NOT IN A SPECIAL FLOODHAZARD AREA.STORM SEWER STATEMENT:ALL STORM SEWERS SHALL BE PRIVATE.THE LOWEST ADJACENT GRADE (L.A.G.) IS THE LOWESTGRADE ADJACENT TO THE BUILDING WHERE THE SOILMEETS THE FOUNDATION AROUND THE OUTSIDE OF THESTRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH ASPATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, ANDRIM OF THE WINDOW WELL). L.A.G. SHALL BE A MINIMUMOF 2' ABOVE THE MAJOR FLOOD SOURCE OR MAJOR FLOODROUTE, 2' ABOVE THE SPILLWAY OF THE DETENTIONFACILITY, AND 1' ABOVE THE LOCAL FLOOD SOURCE ORLOCAL FLOOD ROUTE.MINIMUM FLOOD PROTECTION GRADE (M.F.P.G.) OF ALLSTRUCTURES FRONTING A POND OR OPEN DITCH SHALL BENO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEARLOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER ISGREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES,WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBERWHERE FLOODWATERS CAN ENTER A BUILDING.ORIGINATING BENCHMARKSTATION NAME - HCBR 194CIVIL TOWNSHIP - CLAYUSGS QUAD - CARMELDESCRIBED HAMILTON CO SURVEYORS OFFICEHAMILTON COUNTY GEODETIC CONTROL DISK IN THENORTHWEST CORNEROF CONCRETE BRIDGE DECK OF BRIDGE CARRYINGRANGELINE ROAD OVER LITTLE COOL CREEKELEVATION = 811.76 (NAVD 88)NOTE: CONTRACTOR TO FIELD VERIFY ALL EXISTING ANDPROPOSED ELEVATIONS ALONG ILLINOIS STREET PRIOR TOSTAKING AND CONSTRUCTION. THE SURVEY APPEARS TOSHOW OUTDATED GROUND ELEVATIONS.PROPOSED GROUND CONTOURPROPOSED SPOT ELEVATION(TOP OF CURB OVER BOTTOM OF CURB)PROPOSED SPOT ELEVATIONMINIMUM FLOOD PROTECTION GRADELOWEST ADJACENT GRADEPROPOSED STORM SEWER PIPEPROPOSED ROOF DRAIN OR AREA DRAIN PIPEPROPOSED PERFORATED SUBDRAINPROPOSED STORM MANHOLEPROPOSED STORM INLETCLCONSTRUCTION LIMITSM.F.P.G.L.A.G.LEGENDPONDING AREA WITH ALL PIPES CLOGGED11