HomeMy WebLinkAboutC820 - Storm Plan Profiles - SU3.2800805810815820825830800805810815820825830-0+500+001+002+00T.C. = 816.96
STR# 112Type "C" Manhole
SW 15" RCP = 807.73
N 12" RCP = 808.10
STA. -0+00
T.C. = 816.40
STR# 113
Type "C" Manhole
NE 15" RCP = 807.59
S 15" RCP = 806.49
STA. 0+48
T.C. = 810.24
STR# 114
Type "C" Manhole
N 15" RCP = 806.27
E 15" RCP = 805.87
STA. 1+2173 LF OF 15" RCP @ 0.30%48 LF OF 15" RCP @ 0.30%BPROPOSEDGRADEEXISTINGGRADEPROPOSED 8" WATER LINE18"
MIN.
18"
MIN.PROPOSED FIREPROTECTION LINEHYDRAULIC GRADE LINECONNECT PROPOSEDUNDERDRAIN TOMANHOLEFDC
FDC
FDCST-105RIM. = 817.72'ST-112RIM. = 816.96'ST-113RIM. = 816.40'ST-114RIM. = 810.24'795800805810815820825830795800805810815820825830-0+500+001+002+003+004+005+006+007+00T.C. = 817.72STR# 105Type "C" ManholeN 18" HDPE Pipe = 809.58E 18" RCP = 809.48STA. 0+00236 LF OF 18" RCP @ 0.50%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. 2+36
108 LF OF 18" RCP @ 2.00%T.C. = 811.49
STR# 118
Type "K" Manhole
W 18" RCP = 806.04
E 30" RCP = 803.94
SW 24" RCP = 804.34
NW 12" RCP = 807.54
STA. 3+44
71 LF OF 30" RCP @ 0.30%T.C. = 810.52
STR# 119
Type "J" Manhole
W 30" RCP = 803.73
E 30" RCP = 803.63
STA. 4+15
242 LF OF 30" RCP @ 0.30%T.C. = 811.13
STR# 120
Type "J" Manhole
W 30" RCP = 802.90
SE 30" RCP = 802.80
STA. 6+57BBBBEXISTING GRADEPROPOSED GRADEPROPOSEDTELECOMMUNICATIONSERVICE LINEPROPOSED DOMESTICWATER SERVICE LINEPROPOSED FIREPROTECTION LINESPROPOSED 6"SANITARY LATERALPROPOSED GASSERVICE LINERELOCATE PORTION OF EXISTINGWATER LINE TO ACHIEVE AMININUM SEPERATION OF 18"FROM PROPOSED STORM PIPE18"
MIN.PROPOSED 8" WATER LINE18"
MIN.PROPOSEDELECTRICALSERVICE LINEHYDRAULIC GRADE LINETBM#1 = 813.74KEYSTONE AVENUE / S.R. 431FDCFDCFDCST-105RIM. = 817.72'ST-111RIM. = 816.35'ST-118RIM. = 811.49'ST-120RIM. = 811.13'ST-117ARIM. = 811.05'ST-119RIM. = 810.52'ST-114RIM. = 810.24'FDCFDCFDCFDCRIM. = 817.72'ST-111RIM. = 816.35'ST-118RIM. = 811.49'ST-114RIM. = 810.24'ST-116RIM. = 810.20'ST-115RIM. = 809.72'795800805810815820825795800805810815820825-0+500+001+002+003+004+004+50T.C. = 810.24
STR# 114
Type "C" Manhole
N 15" RCP = 806.27
E 15" RCP = 805.87
STA. 0+00
165 LF OF 15" RCP @ 0.50%T.C. = 809.72
STR# 115
Inlet Type "M"
W 15" RCP = 805.04
E 24" RCP = 804.94
STA. 1+65
183 LF OF 24" RCP @ 0.20%T.C. = 810.20
STR# 116
Type "C" Manhole
W 24" RCP = 804.58
NE 24" RCP = 804.48
STA. 3+48
67 LF OF 24" RCP @ 0.20%T.C. = 811.49
STR# 118
Type "K" Manhole
W 18" RCP = 806.04
E 30" RCP = 803.94
SW 24" RCP = 804.34
NW 12" RCP = 807.54
STA. 4+15BBBEXISTING GRADEPROPOSED GRADEPROPOSEDTELECOMMUNICATIONSERVICE LINEPROPOSED GASSERVICE LINEPROPOSED ELECTRICALSERVICE LINEPROPOSED 8" WATER LINE18"
MIN.HYDRAULIC 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! SU3.2STORM SEWER PLAN AND PROFILESSTORM SEWER PLANSTORM SEWER PROFILE 5309003060309003060STORM SEWER PLANSTORM SEWER PROFILE 4309003060STORM SEWER PLANSTORM SEWER PROFILE 6STORM PROFILE 4STORM PROFILE 5STORM PROFILE 61REGULATORY 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 RESPONSE46-16-2023PR007 & TAC RESPONSE