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HomeMy WebLinkAboutC200 - Overall Grading Plan - G2.0UP REF.23'-8 5 /8 "26'-6 3 /8 "23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8 "175'-11 5/8"76'-0"26'-0"76'-0 " 52'-8" 31'-10"18'-9 5/8"TBM#1 = 813.74TBM#2 = 809.81TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEST-106ST-105ST-104ST-110ST-107ST-108ST-109ST-112ST-103ST-101ST-102ST-113ST-111ST-118ST-120ST-117ST-119ST-114ST-116ST-121ST-122ST-115ST-123ST-124ST-125ST-208ST-211ST-210ST-211AST-209ST-204ST-207ST-206ST-202ST-303ST-201ST-203ST-205ST-304ST-302ST-301ST-401ST-212817.61806.99817.71817.71817.77817.00810.73810.09811.01811.56811.56OVERTOPPINGELEV.= 808.88EAST 136th STREETEAST 136th STREETOVERTOPPINGELEV.= 808.63OVERTOPPINGELEV.= 809.07111111111111222233333333333333444434343434CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEMERGENCYSPILLWAYELEV.=802.65DRY DETENTION BASINTOTAL CONTRIBUTING AREA = 45.26 ACRESBOTTOM OF POND = 797.83TOP OF BANK = 804.6510 YEAR ELEVATION = 801.5010 YEAR RELEASE RATE = 4.49 CFS10 YEAR STORAGE VOLUME = 4.65 AC/FT100 YEAR ELEVATION = 802.65100 YEAR RELEASE RATE = 12.65 CFS100 YEAR STORAGE VOLUME = 9.91 AC/FTGREYHOUND ACTIVITY CENTERSOUTH ENTRANCE BUILDINGSFINISH FLOOR = 806.75MLAG = 806.99, MFPG = 807.99COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 04.26.2023CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.G2.0GRADING PLAN - OVERALL80240080160SEE GRADING PLAN G2.4(SOUTH SUPPORT BUILDINGS PROJECT)SEE GRADING PLAN G2.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE GRADING PLAN G2.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE GRADING PLAN G2.1(SOUTH SUPPORT BUILDINGS PROJECT)SEE GRADING PLAN G2.6(NOT IN PROJECT)SEE GRADING PLAN G2.2(NOT IN PROJECT)GRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED SURFACE DRAINAGE FLOW ARROWFLOOD ROUTING PATHMEGTCBC750.65EPFLTW FLOOD ROUTING KEYNOTES1.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE NORTHAND WEST SIDE OF THE ACTIVITY CENTER BUILDING WHEN 100YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A SOUTHERLYDIRECTION OVER PROPOSED AND EXISTING INLETS THENCONTINUES IN A SOUTHERLY DIRECTION TO EAST 136th STREETRIGHT OF WAY AND EVENTUALLY TO COOL CREEK.2.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE SOUTHSIDE OF THE ACTIVITY CENTER BUILDING AND THE SOUTH SOUTHSUPPORT BUILDING WHEN 100 YEAR FLOOD IS EXCEEDED. PATHTRAVELS IN A SOUTHERLY DIRECTION OVER PROPOSED ANDEXISTING INLETS THEN CONTINUES IN A SOUTHERLY DIRECTIONTO EAST 136th STREET RIGHT OF WAY AND EVENTUALLY TOCOOL CREEK.3.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EASTSIDE OF THE ACTIVITY CENTER BUILDING WHEN 100 YEAR FLOODIS EXCEEDED. PATH TRAVELS IN A SOUTHERLY DIRECTION OVERPROPOSED AND EXISTING INLETS THEN CONTINUES INSOUTHERLY DIRECTION IN THE ACCESS DRIVE ON THE EAST SIDEOF THE FOOTBALL STADIUM AND THEN CONTINUES IN AEASTERLY DIRECTION IN THE EXISTING PARKING LOT ON THESOUTH SIDE OF THE TENNIS COURTS WERE IT FLOWS INTO THEEXISTING DRY DETENTION BASIN. THE EMERGENCY OVERFLOWFOR THE DRY DETENTION BASIN FLOWS IN A SOUTHERLYDIRECTION TO EAST 136th STREET RIGHT OF WAY ANDEVENTUALLY TO COOL CREEK.4.FLOOD ROUTING PATH FOR THE FAR EAST SIDE OF THE SITEWHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN ASOUTHERLY DIRECTION AND CONTINUES TO FLOW SOUTHERLYTO THE EXISTING DRY DETENTION BASIN. THE EMERGENCYOVERFLOW FOR THE DRY DETENTION BASIN FLOWS IN ASOUTHERLY DIRECTION TO EAST 136th STREET RIGHT OF WAYAND EVENTUALLY TO COOL CREEK.1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEDEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.7.REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3 ANDSU2.48.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.29.REFER TO PLAN SHEETS G2.1, G2.3, G2.4 AND G2.5 FORPROPOSED SPOT GRADE ELEVATIONS.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT AREPRIVATE AND SHALL REMAIN PRIVATE.11.CONSTRUCTION LIMITS FOR THIS PROJECT DO NOT FALLWITHIN ANY FLOODPLAINS, FLOODWAY FRINGES ORFLOODWAYS.GENERAL NOTES100 YEAR INLET CASTING CAPACITY ELEVATION TABLESTRUCTURENUMBER100 YEAR ELEVATION(INLET 50% CLOGGED)101R-4342NEENAH INLETCASTING TYPE816.50TOP OF CASTINGELEVATION816.66100 YEAR ELEVATION(INLET 100% CLOGGED)817.61102R-4342816.50816.71817.61110R-3472817.51817.55817.77112R-4342816.96817.00817.00114R-3472810.24810.54810.73115R-3455-C809.72810.08810.09116R-3472810.20810.92811.01108R-3472817.35817.43817.71109R-3472817.35817.43817.71117R-4342811.10811.56811.56119R-4342810.52811.13811.56201R-3472806.06806.25806.99202R-3472806.11806.24806.99203R-3472805.99806.11806.99205R-3472805.98806.13806.99301R-3287-10V805.73806.99806.99302R-3287-10V805.73806.99806.99303R-3472806.08806.79806.991REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023APPROXIMATE LIMITS OF CONSTRUCTIONGREYHOUND ACTIVITY CENTERFINISH FLOOR = 818.00MLAG = 817.61, MFPG = 818.613SSB FINAL CD'S4-26-202345-5-2023TAC RESPONSEHORIZONTAL AND VERTICAL DATUM:55-6-2023TAC RESPONSE65-24-2023TAC RESPONSE