HomeMy WebLinkAboutC810 - Storm Plan Profiles - SU3.1ST-106RIM. = 817.80'ST-103RIM. = 816.72'ST-101RIM. = 816.50'ST-102RIM. = 816.50'808810815820825830808810815820825830-0+500+001+002+002+50T.C. = 816.72STR# 103Type "C" ManholeE 12" HDPE Pipe = 812.08S 15" HDPE Pipe = 811.98STA. 0+00T.C. = 816.50STR# 102Inlet Type "A"E 12" HDPE Pipe = 812.45W 12" HDPE Pipe = 812.35STA. 0+83
T.C. = 816.50
STR# 101
Inlet Type "A"
W 12" HDPE Pipe = 812.78
STA. 1+88105 LF OF 12" HDPE Pipe @ 0.32%83 LF OF 12" HDPE Pipe @ 0.32%PROPOSEDGRADEEXISTINGGRADEHYDRAULIC GRADE LINE800805810815820825830800805810815820825830-0+500+001+002+003+004+005+00T.C. = 816.72
STR# 103
Type "C" Manhole
E 12" HDPE Pipe = 812.08
S 15" HDPE Pipe = 811.98
STA. -0+00
180 LF OF 15" HDPE Pipe @ 0.50%T.C. = 817.63
STR# 104
Type "C" Manhole
N 15" HDPE Pipe = 811.08
S 18" HDPE Pipe = 810.98
STA. 1+80
281 LF OF 18" HDPE Pipe @ 0.50%T.C. = 817.72
STR# 105
Type "C" Manhole
N 18" HDPE Pipe = 809.58
E 18" RCP = 809.48
STA. 4+61CONNECT PROPOSED8" PVC (DOWNSPOUT)TO MANHOLEAAAAAAAABBPROPOSED GRADEEXISTINGGRADEHYDRAULIC GRADE LINEUPFDC
FDC
FDCST-105RIM. = 817.72'ST-104RIM. = 817.63'ST-112RIM. = 816.96'ST-103RIM. = 816.72'ST-106RIM. = 817.80'ST-110RIM. = 817.51'ST-107RIM. = 817.35'ST-108RIM. = 817.35'ST-109RIM. = 817.35'ST-101RIM. = 816.50'ST-111RIM. = 816.35'800805810815820825830800805810815820825830-0+500+001+002+003+004+005+00T.C. = 817.80
STR# 106
Cleanout
S 12" HDPE Pipe = 813.61
STA. -0+0054 LF OF 12" HDPE Pipe @ 0.40%T.C. = 817.35
STR# 107
Cleanout
N 12" HDPE Pipe = 813.39
S 15" HDPE Pipe = 813.39
STA. 0+54
76 LF OF 15" HDPE Pipe @ 0.38%T.C. = 817.35
STR# 108
Cleanout
N 15" HDPE Pipe = 813.10
S 15" HDPE Pipe = 813.10
STA. 1+31
159 LF OF 15" HDPE Pipe @ 0.57%T.C. = 817.35
STR# 109
Cleanout
N 15" HDPE Pipe = 812.20
S 18" HDPE Pipe = 812.20
STA. 2+90
114 LF OF 18" HDPE Pipe @ 0.48%T.C. = 817.51
STR# 110
Cleanout
N 18" HDPE Pipe = 811.65
S 18" HDPE Pipe = 811.65
STA. 4+04
T.C. = 816.35
STR# 111
Type "C" Manhole
W 18" RCP = 808.30
E 18" RCP = 808.20
N 18" HDPE Pipe = 811.50
STA. 4+4138 LF OF 18" HDPE Pipe @ 0.40%CONNECT PROPOSED8" PVC (DOWNSPOUT)TO MANHOLECONNECT PROPOSED8" PVC (DOWNSPOUT)TO MANHOLEAAAAAAABBBBBBEXISTING GRADEPROPOSED GRADEPROPOSED GASSERVICE LINEHYDRAULIC GRADE LINECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.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! 309003060SU3.1STORM SEWER PLAN AND PROFILESSTORM SEWER PLANSTORM SEWER PROFILE 1STORM SEWER PLANSTORM SEWER PROFILE 2309003060STORM SEWER PLANSTORM SEWER PROFILE 3309003060STORM PROFILE 1STORM PROFILE 2STORM PROFILE 31REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-20231.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.4.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND ASAPPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIALCIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELDAPPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCHDEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGSSUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPESIDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10 fps OR GREATER (AT FULLFLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTIONOF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANSAND AS APPROVED BY THE CITY OF CARMEL.GENERAL NOTES STORM PROFILE KEYNOTESA.8" PVC DOWNSPOUT CONNECTIONB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.1APPROXIMATE LIMITS OF GRANULAR BACKFILL35-5-2023TAC RESPONSE46-16-2023444444444PR007 & TAC RESPONSE