HomeMy WebLinkAboutC840 - South Bldgs - Storm Plan Profiles - SU3.11REF.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"ST-204RIM. = 806.51'ST-207RIM. = 806.45'ST-206RIM. = 806.25'ST-202RIM. = 806.11'ST-201RIM. = 806.06'ST-203RIM. = 805.99'ST-205RIM. = 805.98'790795800805810815820790795800805810815820-0+500+001+002+002+50T.C. = 806.06
STR# 201
Inlet Type "A"
E 12" RCP = 802.33
STA. 0+00
63 LF OF 12" RCP @ 0.32%STR# 202Inlet Type "A"T.C. = 806.11W 12" RCP = 802.13E 12" RCP = 802.13STA. 0+6321 LF OF 12" RCP @ 0.32%T.C. = 805.99
STR# 203
Type "C" Manhole
W 12" RCP = 802.06
SE 12" RCP = 802.06
STA. 0+8431 LF OF 12" RCP @ 0.32%T.C. = 806.51
STR# 204
Type "K" Manhole
NW 12" RCP = 801.96
E 24" RCP = 798.96
W 18" RCP = 799.34
N 24" RCP = 799.01
STA. 1+15
65 LF OF 24" RCP @ 0.48%T.C. = 806.45
STR# 207
Type "L" Manhole
W 24" RCP = 798.65
E 36" RCP = 798.65
NW 24" RCP = 799.10
STA. 1+80PROPOSED GRADEEXISTING GRADEBBBBHYDRAULIC GRADE LINEFDC ST-208RIM. = 808.89'ST-204RIM. = 806.51'ST-207RIM. = 806.45'ST-206RIM. = 806.25'ST-205RIM. = 805.98'790795800805810815820790795800805810815820-0+500+001+002+002+00T.C. = 806.45
STR# 207
Type "L" Manhole
W 24" RCP = 798.65
E 36" RCP = 798.65
NW 24" RCP = 799.10
STA. 0+56STR# 205Inlet Type "A"T.C. = 805.98E 12" RCP = 802.23STA. 0+0017 LF OF 12" RCP @ 0.32%T.C. = 806.25
STR# 206
Type "J" Manhole
W 12" RCP = 802.18
SE 24" RCP = 799.18
NE 24" RCP = 799.28
STA. 0+1740 LF OF 24" RCP @ 0.20%65 LF OF 36" RCP @ 0.15%T.C. = 808.89
STR# 208
Type "J" Manhole
W 36" RCP = 798.55
E 36" RCP = 798.55
STA. 1+21PROPOSEDGRADE
EXISTING GRADEBBBEXISTING 8" SANITARY SEWERNEW 6" SANITARY LATERALEXISTING ELECTRICAL ANDTELECOMMUNICATION LINES(DUCTBANK). CONTRACTOR TOVERIFY LOCATION AND ELEVATION(POTHOLE) PRIOR TO CONSTUCTION.EXISTING 8" SANITARY SEWERHYDRAULIC GRADE LINE790795800805810815820790795800805810815820-0+500+001+002+003+004+005+005+00T.C. = 808.89
STR# 208
Type "J" Manhole
W 36" RCP = 798.55
E 36" RCP = 798.55
STA. -0+00
237 LF OF 36" RCP @ 0.15%T.C. = 808.26
STR# 209
Type "L" Manhole
W 36" RCP = 798.20
E 48" RCP = 798.20
N 36" RCP = 801.59
STA. 2+37
193 LF OF 48" RCP @ 0.10%T.C. = 808.55
STR# 210
Type "N" Manhole
W 48" RCP = 798.00
SE 48" RCP = 800.00
S 30" HDPE Pipe = 798.00
STA. 4+30EXISTING GRADEEXISTING GRADEBBBEXIST. ELEC. LINEEXIST. ELEC. LINEEXISTING ELECTRICAL ANDTELECOMMUNICATION LINES (DUCTBANK)HYDRAULIC GRADE LINEST-208RIM. = 808.89'ST-210RIM. = 808.55'ST-209RIM. = 808.26'ST-207RIM. = 806.45'ST-211ARIM. = 808.33'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! 309003060SU3.11STORM SEWER PLAN AND PROFILESSTORM SEWER PLANSTORM SEWER PROFILE 11STORM SEWER PLANSTORM SEWER PROFILE 12309003060STORM SEWER PLANSTORM SEWER PROFILE 133090030601.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 NOTESSTORM PROFILE 11 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 PROFILE 12STORM PROFILE 131REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023