HomeMy WebLinkAboutC830 - Storm Plan Profiles - SU3.3KEYSTONE AVENUE /
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431PROPERTY LINEST-120RIM. = 811.13'ST-121RIM. = 809.96'ST-122RIM. = 809.95'ST-123RIM. = 807.59'795800805810815820825795800805810815820825-0+500+001+002+003+004+004+00T.C. = 811.13
STR# 120
Type "J" Manhole
W 30" RCP = 802.90
SE 30" RCP = 802.80
STA. -0+00
83 LF OF 30" RCP @ 0.30%T.C. = 809.96
STR# 121
Type "J" Manhole
NW 30" RCP = 802.55
SE 30" RCP = 802.45
STA. 0+83
STR# 122Aqua-Swirl AS-7T.C. = 809.95NW 30" RCP = 802.36SE 30" RCP = 802.36STA. 1+0825 LF OF 30" RCP @ 0.35%262 LF OF 30" RCP @ 0.35%T.C. = 807.59
STR# 123
Type "J" Manhole
NW 30" RCP = 801.45
S 30" RCP = 801.35
STA. 3+70EXISTING GRADEHYDRAULIC GRADE LINEST-123RIM. = 807.59'ST-124RIM. = 805.60'ST-125RIM. = 802.42'790795800805810815820790795800805810815820-0+500+001+002+003+004+005+005+50T.C. = 807.59
STR# 123
Type "J" Manhole
NW 30" RCP = 801.45
S 30" RCP = 801.35
STA. -0+00
400 LF OF 30" RCP @ 0.35%T.C. = 805.60
STR# 124
Type "J" Manhole
N 30" RCP = 799.95
SE 30" RCP = 799.85
STA. 4+00
T.C. = 802.42
STR# 125
End Section
NW 30" RCP = 799.54
STA. 4+8888 LF OF 30" RCP @ 0.35%EXISTING GRADEHYDRAULIC GRADE LINERIM. = 817.51'ST-111RIM. = 816.35'ST-118RIM. = 811.49'ST-117RIM. = 811.05'795800805810815820825795800805810815820825-1+00-1+000+001+001+00STR# 117Inlet Type "A"T.C. = 811.05SE 12" RCP = 807.36STA. 0+00T.C. = 811.49STR# 118Type "K" ManholeW 18" RCP = 806.04E 30" RCP = 803.94SW 24" RCP = 804.34NW 12" RCP = 807.24STA. 0+2020 LF OF 12" RCP @ 0.60%BPROPOSED GRADEEXISTING GRADEHYDRAULIC 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! SU3.3STORM SEWER PLAN AND PROFILESSTORM SEWER PLAN309003060STORM SEWER PROFILE 8309003060STORM SEWER PLAN (NOT IN CONTRACT)STORM SEWER PROFILE 9 (NOT IN CONTRACT)309003060STORM SEWER PLANSTORM SEWER PROFILE 7STORM PROFILE 7STORM PROFILE 8STORM PROFILE 91.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 BACKFILL1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-202335-5-2023TAC RESPONSE