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Home My WebLink AboutC010.9_G2.0-GRADING UTILITY PLAN-East Parking LotSTR. 299STR. 298STR. 297STR. 101STR. 101ASTR. 101BSTR. 99STR. 98GUILFORD ROADGUILFORD ROAD838.75838.21838.53MEG838.58839.30839.26838.76839.25839.60839.10839.93839.43839.53839.57MEG839.17839.56MEGMEG839.31838.81839.98839.48839.53839.03839.50839.00839.07838.57838.96838.46839.40838.90838.83838.33839.16838.66839.40838.90839.65839.15840.10839.60840.56840.06838.81838.31839.60839.10839.27838.77838.94838.44840.62840.12840.07839.57840.99840.49840.29839.79839.44838.94839.32838.82839.72839.22840.19839.69840.31839.81838.27±MEG838.23±MEG838.40MEG838.16±MEG838.38±MEG839.95MEG840.20MEG836.82±836.84±MEG838.54±MEG837.87±MEG838.25838.35839.98839.48839.53839.03839.97839.47839.06838.56838.72838.22838.50838.00839.44838.94839.14838.64839.79839.29840.73±840.15±840.53±MEG840.49MEG838.99837.73837.82837.78838.52838.60838.44838.22838.04837.54838.97838.47839.57839.07840.53839.89839.49838.99840.17839.67839.27838.77840.54±MEGMEG840.31838.70838.20838.59838.89839.14839.28839.51839.62MEG2.41%1. 2 % 1.2% 1.2%1.58%838.782.33%2.0%1.5%1.67%MEG1.2%2. 0 %837.99383.73838.232.2%1.5%1.5%838.33±839.03838.53838.70838.20839.21839.31839.50839.70MEG1.5%839.352.1%840.07839.570 . 9 2%1.47%2.0%2.6%MEGMEG0.86 % 2.0% 1.8 %2.34%1.0%839.99MEG839.92MEG2.0%2.0%840.15839.52MEGMEG840.11839.54MEGMEG840.02MEG840.01MEG840.13±840.09±MEGMEG840.12±MEG837.820.85%0.85%838.40±MEG838.47±MEG838.22±MEG840.03±2.0%2.0% 1.2%1.2%1.4%2.2%1.5%1.5% 1.5%839.22838.72840.01839.512.0%2.8%2.6% 2.2%1.8%839.621. 2%1.2% 1.0%840.17839.67839.671.33%1.0% 1.0%840.23839.73839.56839.06839.89840.23840.18839.42839.47839.42838.921.15%MEG838.103.5%838.000.90%840.07±840.08±840.04±840.09±840.09±840.03±839.19MEGMEG2.0%839.82839.320.88%3.0%838.12837.622.0%2.0%2.0%2.0%2.0%1.8%2.0%2.0%1.2%1.2%840.20839.700.8%0.8%1.5%1.4%838.67838.171.5%2.18%839.79839.29838.12838.36838.23838.32839.541.9%839.45838.76838.67837.38837.292.0%837.65837.15838.34837.84838.24837.94837.55837.31±MEG837.10±MEG837.67837.17837.45836.95837.76838.51838.63MEGMEG8408382.7%839839839 838838838837839839839.08838.5883 9 8398 3 9 8398398 4 0 840 840840INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! GRADING KEYNOTES1.ADJUST CASTING TO GRADE2.8' OF 12" RCP PIPE @ 1.0% SLOPE3.12' OF 12" RCP PIPE @ 1.0% SLOPE4.34' OF 12" RCP PIPE @ 1.0% SLOPE5.18' OF 12" RCP PIPE @ 1.0% SLOPE6.31' OF 12" RCP PIPE @ 0.32% SLOPE7.35' OF 12" RCP PIPE @ 0.32% SLOPE8.32' OF 12" RCP PIPE @ 0.32% SLOPE9.8' OF 10" HDPE PIPE10.70' OF 8" PVC @ 0.70% SLOPEGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINEEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATION PROPOSED SURFACE DRAINAGEFLOW ARROWDISTURBED AREAMEGTCBCEPTCBC750.65FL1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND DRAWINGS SV-1& SV-2 FOR EXISTING LEGEND.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.STORM STRUCTURES INSTALLED IN THE PAVEMENT AREA TOHAVE PAVEMENT UNDERDRAINS PER DETAIL D/G3.0.5.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORMWATER MANAGEMENT PERMIT.6.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE OWNER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEOWNER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BERESTORED/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.8.THE PROPOSED STORM SEWER SYSTEM FOR THIS RPOJECTWILL BE PRIVATELY OWNED.GENERAL NOTESCONSULTANTPROJECT NUMBER: 220128.00/2020-367CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 01.13.2021DRAWN BY: ARSREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL MIDDLESCHOOL SITE300 S Guilford RdCARMEL, IN 46032IMPROVEMENTSPROJECT : 220128.00PROJECT MANAGER: BNH3090030601EAST PARKINGGRADING/UTILITY PLANG2.0EAST PARKING LOT2345THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THEFINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THEAPPROVED DESIGN SHALL BE PERMITTED DUE TO SPECIALCIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION ANDWILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FORRELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGNSLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS ORLESS, OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALLREQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR ISINSTRUCTED AS-BUILT EACH SECTION OF STORM PIPE AS IT ISBEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS AND AS APPROVED BY THE CITY OF CARMEL.STORM SEWER NOTEELEVATIONS SHOWN HEREON ARE BASED UPON NGVD 1929 DATUM PER A PREVIOUS SURVEY PROVIDEDBY THE CLIENT. IT IS MY OPINION THAT THE UNCERTAINTY IN THE ELEVATION OF THE PROJECTBENCHMARK DOES NOT EXCEED 0.10 FOOT.BM: U.S.C. & G.S. STANDARD BRONZE DISK STAMPED "X 42 1934" SET IN TOP OF SW CORNER OFCONCRETE FOUNDATION OF SEMAPHORE TOWER 8-167.8 LOCATED 195' NORTH OF THE INTERSECTIONOF S.R. 234 AND THE MONON RR AND 11' EAST OF THE EAST RAIL.ELEV. = 829.23 (NGVD 1929)TBM#1: CUT "X" ON SOUTHWEST BONNET BOLT OF FIRE HYDRANT LOCATED NEAR THE NORTHWESTCORNER OF THE MIDDLE SCHOOL BUILDING. ELEV. = 843.86TBM#2: CUT "X" ON NORTHEAST ANCHOR OF LIGHT BASE LOCATED NEAR THE CIRCLE ENTRANCE AT THESOUTHWEST CORNER OF THE MIDDLE SCHOOL BUILDING.THIS IS TBM#4 PER PREVIOUS SURVEY.ELEV. = 847.96TBM#3: CUT "X" ON NORTHEAST BONNET BOLT OF FIRE HYDRANT LOCATED NEAR 130.5'± SOUTHEAST OFTHE SOUTHEAST CORNER OF THE MIDDLE SCHOOL BUILDING. ELEV. = 846.17BENCHMARKS:99STORM STRUCTURE TABLE