HomeMy WebLinkAboutC610.0_2020-266_P_SU1.1.UPST
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5LOT 60LOT 61LOT 62ADJOINER44455456331111112STR. #101STR. #102STR. #104STR. #105STR. #103STR. #106STR. #107STR. #109STR. #110STR. #111OUTLET CONTROLSTRUCTURESTR. #112517788888899999925'BMP E
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T 25'BMP EASEMENT25'10STR. #108UNDERGROUND DETENTIONBOTTOM OF CHAMBERS = 801.25TOP OF CHAMBERS = 806.2510 YEAR ELEV. = 803.72100 YEAR ELEV. = 806.0412309003060INLETS, 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! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYCIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCHUTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.SEE SHEET G2.1 FOR GRADING PLAN.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FORROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENTSHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTESCONSULTANTPROJECT NUMBER: TLF-2020-266CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 10.14.2020DRAWN BY: HHWREV.NO.DESCRIPTIONDATETAC10/14/2020ACONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL HIGHSCHOOL520 E MAIN STREETCARMEL, IN 46032PARKING LOTADDITION19700317No.RESPONSE TO TAC COMMENTS11/25/2020B UTILITY KEYNOTES1.PROPOSED 12" HDPE PIPE (SEE STORM SEWER STRUCTURE DATA TABLETHIS SHEET)2.PROPOSED 15" HDPE PIPE (SEE STORM SEWER STRUCTURE DATA TABLETHIS SHEET)3.PROPOSED UNDERGROUND DETENTION CHAMBERS WITH ISOLATOR ROW,BMP-2 (SEE UNDERGROUND DETENTION DETAILS ON SHEET SU3.1)4.PROPOSED STORM INLET TYPE "A" (SEE DETAIL ON SHEET SU2.1)5.PROPOSED STORM MANHOLE TYPE "C" (SEE DETAIL ON SHEET SU2.1)6.PROPOSED AQUA-SWIRL "AS-7", BMP-1 (SEE DETAIL ON SHEET SU2.2)7.PROPOSED 30" NYLOPLAST MANHOLE (SEE DETAIL ON SHEET SU3.1)8.PROPOSED PAVEMENT UNDERDRAINS (SEE DETAIL ON SHEET SU2.1)9.PROPOSED LIGHT POLE (SEE LIGHTING PHOTOMETRIC PLAN, SHEET E2.02)10.PROPOSED 4" PVC INSPECTION PORT (SEE DETAIL ON SHEET SU3.1)11.PROPOSED 12" RCP (SEE STORM SEWER STRUCTURE DATA TABLE THISSHEET)12.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING 18"STORM SEWER PRIOR TO INSTALLATION OF PROPOSED UNDERGROUNDDETENTION SYSTEM. IF CONFLICT EXIST BETWEEN 18" STORM SEWER ANDDETENTION SYSTEM NOTIFY ENGINEER IMMEDIATELY SO MODIFICATIONSTO DETENTION SYSTEM CAN BE MADE.SU1.1UTILITY PLANTHE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED ANDAS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTIONPLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TOSPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THECITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGNENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULLFLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTEDAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURECOMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.STORM SEWER NOTE