HomeMy WebLinkAboutC850 - South Bldgs - Storm Plan Profiles - SU3.21ST-211RIM. = 808.64'ST-210RIM. = 808.55'ST-212End SectionINV. 797.83 (NW)ST-211ARIM. = 808.33'790795800805810815820790795800805810815820-0+500+001+002+002+50STR# 210Type "N" ManholeT.C. = 808.55W 48" RCP = 798.00SE 48" RCP = 800.00S 30" HDPE Pipe = 798.00STA. -0+0030 LF OF 48" RCP @ 0.13%T.C. = 808.64
STR# 211
Type "N" Manhole
NW 48" RCP = 799.96
SE 48" RCP = 797.96
W 30" HDPE Pipe = 797.96
STA. 0+30
144 LF OF 48" RCP @ 0.10%T.C. = 802.33
STR# 212
End Section
NW 48" RCP = 797.83
STA. 1+74EXISTING GRADEEXISTING WATER LINE.VERIFY LOCATION ANDELEVATION (POTHOLE)PRIOR TO CONSTRUCTIONRELOCATE PORTION OF EXISTINGWATER LINE TO ACHIEVE AMININUM SEPERATION OF 18"FROM PROPOSED STORM PIPE18"
MIN.BABHIGH FLOW BY-PASSPIPE FOR OFF-LINEBMP ST-211AHYDRAULIC GRADE LINE790795800805810815820790795800805810815820-0+500+001+002+002+50T.C. = 805.63
STR# 301
Inlet Type "M"
E 18" RCP = 801.41
STA. 0+00
90 LF OF 18" RCP @ 0.30%T.C. = 806.08
STR# 303
Type "C" Manhole
W 18" RCP = 801.14
E 18" RCP = 801.14
N 24" RCP = 801.04
STA. 0+90
83 LF OF 18" RCP @ 0.45%T.C. = 805.64
STR# 302
Inlet Type "M"
W 18" RCP = 801.52
STA. 1+72PROPOSED GRADEEXISTING GRADEBBHYDRAULIC GRADE LINE52'-8"
31'-10"FDCFDCFDCFDCFDCST-303RIM. = 806.08'ST-304RIM. = 805.92'ST-302RIM. = 805.64'ST-301RIM. = 805.63'790795800805810815820790795800805810815820-1+00-1+000+001+001+00STR# 303Type "C" ManholeT.C. = 806.08W 18" RCP = 801.14E 18" RCP = 801.14N 24" RCP = 801.04STA. -0+0014 LF OF 24" RCP @ 0.40%T.C. = 805.92
STR# 304
Type "J" Manhole
S 24" RCP = 800.99
E 36" RCP = 800.44
STA. 0+14
PROPOSED GRADEEXISTING GRADEBHYDRAULIC GRADE LINEREF.FDCST-303RIM. = 806.08'ST-304RIM. = 805.92'INLETS, 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! SU3.21STORM SEWER PLAN AND PROFILES309003060STORM SEWER PLANSTORM PROFILE 141.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTES STORM PROFILE KEYNOTESA.CONCRETE ENCASEMENT REQUIREDB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.11APPROXIMATE LIMITS OF GRANULAR BACKFILLCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.STORM SEWER PROFILE 14STORM SEWER PROFILE 15STORM SEWER PLAN309003060STORM PROFILE 15STORM SEWER PROFILE 16STORM SEWER PLAN309003060STORM PROFILE 161REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-2023