HomeMy WebLinkAboutC511 - Site Utility Plans - SU1.140' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNOST-100ST-101ST-103ST-104ST-200ST-201ST-202ST-101TC14" DIPSTWQ-BMPST-102ST-30017 LF OF 6" PVC @ 2.00%42 LF OF 8" HDPE N-12 Pipe @ 1.00%21 LF OF 6" PVC @ 2.00%30 LF OF 8" HDPE N-12 Pipe @ 0.50%36 LF OF 8" HDPE N-12 Pipe @ 1.00%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! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU1.1OVERALLSITE UTILITY PLAN UTILITY KEYNOTES12.MODIFY EXISTING OUTFALL CONTROL STRUCTURE OUTLET PIPE. PROVIDE A 13.5" ORIFICE PLATE ONTO EXISTING 15" STORM PIPE. SEEDETAIL J/SU2.2 NOT USED13.STORMWATER QUALITY BMP STRUCTURE (AQUA-SWIRL XCELERATORXC-4) SEE DETAIL E/SU2.227.REPLACE EXISTING DOWNSPOUT BOOT WITH NEW DOWNSPOUT BOOTPER DETAIL F/SHEET SU2.21.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.4.CONTRACTOR SHALL RETAIN THE SERVICES OF A UTILITY LOCATE COMPANY TOLOCATE BOTH PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.6.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.8.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TOBE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.9.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTORIS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE STARTOF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.SEE SHEET G0.1 FOR ADDITIONAL INFORMATION ON THE CITY OF CARMEL'S PAVINGAND CURB POLICIES.10.SEE STORM STRUCTURE TABLE ON CIVIL SHEET SU1.2 FOR PIPE SIZES, MATERIAL ANDINVERTS OF STORM SEWER.11.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.12.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THECONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTIONREQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FORCERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY.GENERAL NOTESSOUTH PLAYGROUNDMECHANICALCOURTYARDSEE ENLARGED PLAN A/SU1.22727271327272727272727272727SEE ENLARGED DOCKAREA PLAN B/SU1.2SEE ENLARGEDCOURTYARD PLANC/SU1.2TAC REVIEW12-15-20231UTILITY LEGENDPROPOSED BUILDING ADDITIONEXISTING BUILDINGEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED UNDERDRAINPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLECONSTRUCTION LIMIT LINEPROPERTY LINESEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATION2TAC COMMENT RESPONSE3ADDENDUM #23-4-20243-5-2024TAC COMMENT RESPONSE45-14-2024SEE SHEET G1.2 FORTEMPORARY TRAILERMODIFICATIONSTREE PROTECTION - PER DETAIL F/L1.2TAC COMMENT RESPONSE56-5-2024