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Home My WebLink AboutC300 GRADING PLAN - ROSIES GARDENSPROPOSED STORE BLDG. 50' X 100'N. COLLEGE AVE(PUBLIC ROW)VILLAGE PLACE S. (PUBLIC ROW)BROADWAY AVE(PUBLIC ROW)25' ROW PER INSTRUMENT NUMBER 200200095519 VACATED 25' ROW PER BOOK 87 PAGE 100 AT HCSO OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU WWWWWWWWWWWWWWWWWWWWWWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUE E E E E E E FFE = 845.90 FFE = 845.65 FFE = 846.00 MLAG = 846.00 MFPG = 845.35 DDDDDDDDDDDDDDDDDDDDDDD D D D D D DDD D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDWWWWWWWW W W W W WW W WE EEEEESTM GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWEEEEEEEGENERAL NOTES 1.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0209G, DATED NOVEMBER 19, 2014. EXISTING AREAS PERVIOUS = 6.28 AC. IMPERVIOUS = 2.50 AC. PROPOSED AREAS PERVIOUS = 1.46 AC. IMPERVIOUS = 2.15 AC. EXISTING SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION PAVEMENT GRADING PLAN LEGEND UTILITIES 500.0FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR EMERGENCY FLOOD ROUTE CARMEL REQUIREMENTS 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-0F-WAY. 3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. GRADE BREAK LINE FLOW DIRECTION AND SLOPE 24" DIA OUTLET PEAK DISCHARGE (CFS) NET SITE ACREAGE (MINUS ROW) OFF-SITE ACREAGE DETENTION VOLUME REQUIRED DETENTION VOLUME PROVIDED 3.65 ACRES 4.16 ACRES 56,979 CF 92,789 CF C300 GRADING PLAN - ROSIES GARDENSC300GRADING PLANW22.0156SSR 04/06/2023EACSSRROSIE'S GARDENS10402 N. College Avenue, Carmel, IN 46280W22.015610 9abcd 8 7 6efgh109876 5 4 3 2 Part of the NE/4 of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISIONS PER SECOND ROUND OF COMMENTS 08.21.2023SMB1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R STEVEN SCOTT RUCKER P.E. 11300279 BENCHMARK INFORMATION SITE TBM #1 MAG NAIL SET IN THE NORTH SIDE OF A UTILITY POLE 54.8' FROM THE SOUTHEAST CORNER OF THE BUILDING AT 10450 N. COLLEGE AVE AND APPROXIMATELY 214' SOUTH OF THE INTERSECTION OF N. COLLEGE AVE AND 105TH STREET. ELEV. 845.04 (NAVD 88) SITE TBM #2 MAG NAIL SET IN THE EAST SIDE OF A UTILITY POLE APPROXIMATELY 108.9' SOUTH OF THE INTERSECTION OF N. COLLEGE AVE AND E. 104TH STREET, AND 121.8' NORTH OF A FIRE HYDRANT ON THE WEST SIDE OF N. COLLEGE AVE. ELEV.846.92 (NAVD 88) HEAVY DUTY ASPHALT CONCRETE PAVEMENT STANDARD DUTY ASPHALT ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT ABBREVIATIONS GUY ANCHOR ORNAMENTAL LIGHT STREET LIGHT ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS PEDESTAL FIRE HYDRANT SPRINKLER CONTROL VALVE SPIGOT WATER METER GAS METER ELECTRIC METER EXISTING BOLLARD POST ACCESSIBLE SPACE COMMUNICATIONS RISER EXISTING BEEHIVE INLET EXISTING ROUND INLET EXISTING SQUARE INLET EXISTING SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) PROPOSED BOLLARD PROPOSED END SECTION PROPOSED STORM INLET PROPOSED STORM INLET RIGHT OF WAY LINE BOUNDARY LINE LINE TYPES EXISTING SANITARY SEWER MAIN EXISTING STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS OVERHEAD UTILITY G G W W E E C C OHU OHU SANITARY SEWER LATERALSANSAN BOARD FENCE CHAINLINK FENCE PROPOSED STORM SEWER MAIN LIMITS OF DISTURBANCEDD 0.37CFS 1.10 CFS 0.24 CFS 0.08 CFS R/W ALLOWABLEALLOWABLE 10 YR. 100 YR. RETURN PERIOD PASS THROUGH 11.45 CFS 11.34 CFS 0.36 CFS 1.08 CFS ACTUAL ACTUAL W/OFFSITE 14.63 CFS 21.16CFS DISCHARGE SUMMARY NOTE ALL STORM SEWER IS PRIVATE NOTE COLLEGE AVENUE IS SHOWN BASED ON FUTURE PLANS BY CARMEL ACCESSIBLE PATH DETAILED GRADING (10-SCALE)