HomeMy WebLinkAboutC810 - Storm Sewer Plan and Profile - SU3.1835840845850855860865835840845850855860865-0+500+001+00RIM. = 852.00'ST-101INV. 846.08 (N) OUTINV. 846.24 (W) ININV. 846.20 (S) ININV. 846.58 (SE) IN58 LF OF 18" RCP @ 0.60%RIM. = 851.98'
ST-103
INV. 845.73 (S) IN
INV. 845.63 (E) OUT
INV. 846.43 (SW) INPROPOSED 12" SAN. SEWEREXISTING GRADEPROPOSED GRADEAHYDRAULIC GRADE LINECONSTRUCTIONTRADES LABSTORAGEC101ASTORAGEC106AST-101RIM. = 852.00'ST-103RIM. = 851.98'ST-102RIM. = 851.30'UPADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BNEW BUILDING ADDITION16,000 SFST-104RIM. = 852.76'ST-103RIM. = 851.98'ST-105RIM. = 851.87'ST-102RIM. = 851.30'830835840845850855860865830835840845850855860865-0+500+001+001+50RIM. = 851.30'
ST-102
INV. 846.54 (NE) OUT33 LF OF 12" RCP @ 0.32%67 LF OF 18" RCP @ 0.70%RIM. = 852.76'
ST-104
INV. 845.16 (W) IN
INV. 845.06 (N) OUT19 LF OF 18" RCP @ 0.70%RIM. = 851.87'
ST-105
INV. 844.93 (S) IN
INV. 842.56 (W) IN
INV. 840.05 (NE) OUT
RIM. = 851.98'
ST-103
INV. 845.73 (S) IN
INV. 845.63 (E) OUT
INV. 846.43 (SW) INPROPOSED ELEC. CONDUITPROPOSED 12" SAN. SEWERPROPOSED 12" SAN. SEWERPROPOSED 6"STORM LATERALEXISTING GRADEPROPOSED GRADEAAAHYDRAULIC GRADE LINEST-105RIM. = 851.87'ST-201RIM. = 851.54'ST-202RIM. = 850.58'ST-207RIM. = 850.57'ST-300-INRIM. = 850.45'ST-206RIM. = 850.35'ST-204RIM. = 849.96'ST-203RIM. = 849.65'830835840845850855860865830835840845850855860865-0+250+001+002+002+50RIM. = 851.54'ST-201INV. 847.03 (E) OUTINV. 847.10 (S) IN104 LF OF 12" RCP @ 0.32%RIM. = 850.58'ST-202INV. 846.70 (W) ININV. 846.20 (E) OUTINV. 846.20 (S) IN75 LF OF 15" RCP @ 0.32%RIM. = 849.96'
ST-204
INV. 845.96 (W) IN
INV. 845.66 (E) OUT
INV. 845.76 (N) IN
INV. 846.00 (S) IN16 LF OF 18" RCP @ 0.40%ST-206RIM. = 850.35'INV. 845.60 (W) ININV. 841.10 (E) OUTINV. 845.10 (S) IN9 LF OF 18" RCP @ 0.55%ST-207RIM. = 850.57'INV. 841.04 (W) ININV. 841.04 (N) OUT8 LF OF 18" RCP @ 0.55%EXISTING 30" STORM SEWERPROPOSED 8" FIRE PROTECTION LINEUNDERGROUNDDETENTIONCHAMBERSAAAAAEXISTING GRADEPROPOSED GRADEHYDRAULIC GRADE LINE835840845850855860835840845850855860-0+500+001+00RIM. = 849.96'
ST-204
INV. 845.96 (W) IN
INV. 845.66 (E) OUT
INV. 845.76 (N) IN
INV. 846.00 (S) IN
RIM. = 849.65'
ST-203
INV. 845.96 (S) OUT
26 LF OF 12" RCP @ 0.75%EXISTING GRADEPROPOSED GRADEAHYDRAULIC GRADE LINERIM. = 850.84'ST-300-INRIM. = 850.45'ST-206RIM. = 850.35'ST-204RIM. = 849.96'ST-203RIM. = 849.65'ADVANCEDST-205RIM. = 851.18'ST-301RIM. = 851.04'ST-207RIM. = 850.57'ST-300-INRIM. = 850.45'ST-206RIM. = 850.35'ST-204RIM. = 849.96'ST-203RIM. = 849.65'830835840845850855860865830835840845850855860865-0+500+001+00RIM. = 850.35'
ST-206
INV. 845.60 (W) IN
INV. 841.10 (E) OUT
INV. 845.10 (S) IN
RIM. = 851.18'
ST-205
INV. 845.23 (N) OUT42 LF OF 12" RCP @ 0.32%PROPOSED ELEC. CONDUITEXISTING GRADEPROPOSED GRADEPROPOSED 12" SAN. SEWERPROPOSED 8" FIRE PROTECTION LINEEXISTING SANITARY LATERAL(VERIFY LOCATION/ ELEVATIONPRIOR TO CONSTRUCTION)PROPOSED 4" GAS LINEAHYDRAULIC GRADE LINEST-302RIM. = 851.19'ST-301RIM. = 851.04'ST-300-OUTRIM. = 850.84'830835840845850855860865830835840845850855860865-0+500+001+008 LF OF 15" RCP @ 0.00%RIM. = 851.04'
ST-301
INV. 841.00 (W) IN
INV. 840.25 (NE) OUT
13 LF OF 15" RCP @ 1.15%ST-302RIM. = 851.19'INV. 840.11 (SW) ININV. 839.97 (S) ININV. 842.97 (SE) ININV. 839.87 (NW) OUTUNDERGROUNDDETENTIONCHAMBERSEXISTING GRADEPROPOSED GRADEAAHYDRAULIC GRADE LINECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! SU3.1STORM SEWER PLAN AND PROFILES1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISEALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.4.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THEAPPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIALCIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FORRELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGNSLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESSOR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIREAS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TOBACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TOAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TOENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVEDBY THE CITY OF CARMEL.GENERAL NOTES STORM PROFILE KEYNOTESA.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.1APPROXIMATE LIMITS OF GRANULAR BACKFILLSTORM SEWER PLANSTORM SEWER PROFILE 1STORM SEWER PLANSTORM SEWER PROFILE 2STORM SEWER PLANSTORM SEWER PROFILE 3STORM SEWER PLANSTORM SEWER PROFILE 4STORM SEWER PLANSTORM SEWER PROFILE 5STORM SEWER PLANSTORM SEWER PROFILE 61TAC REVIEW9-19-20232TAC COMMENT RESPONSE11-16-2023