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Home My WebLink AboutC310 - Pre_Construction Erosion Control Plan - G3.11118277CWPTSW SWSW SW310 11645791111111117777117121111SFSF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF991 1991TPTPTP TPTPTP TPTPTP TPTPTP TPTPTP TPTPTP TPTPTPTPTPTP TPTPTP TPTPTPTPTP TPTPTPTP TPTPTP TPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPINLETS, 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.G3.1PRE-CONSTRUCTIONEROSION CONTROL PLANCONTRACTOR TO CONSTRUCT ALLAPPLICABLE SITE IMPROVEMENTS TO THECITY OF CARMEL CONSTRUCTIONSTANDARDS, CURRENT EDITION.https://www.carmel.in.gov/government/departments-services/engineering/construction-designCITY OF CARMEL STANDARDSSITE BENCHMARK INFORMATIONTHE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY AREBASED ON POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM(GPS) OBSERVATIONS. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATEPLANE COORDINATE SYSTEM (EAST ZONE) REFERENCE TO THE 1983 NORTHAMERICAN DATUM UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATIONS(CORS) ADJUSTMENT AS DETERMINED BY NGS (NAD 83 (CORS 96)(EPOCH 2002.000)AND REPORTED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). THISORTHOMETRIC ELEVATION WAS COMPUTED USING GEOID18.CP 100 - N:1727799 E:214435 ELEV: 780.31' 5/8" REBAR W/ SCHNEIDER CONTROL CAPCP 217 - N:1727332 E:214183 ELEV: 781.21' 5/8" REBAR W/ SCHNEIDER CONTROL CAPCP 219 - N:1727312 E:214729 ELEV: 780.28' MAG NAIL IN CONCRETE1.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY WEIHE ENGINEERS, DATED 09-21-2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES 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. IN AREAS WHERE UTILITIES CROSS, CONTRACTOR SHALL EXPOSEEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND REPORTANY ELEVATION CONFLICTS WITH PROPOSED UTILITIES TO THE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORMWATER MANAGEMENT PERMIT.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.6.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATION REQUIREDFOR ROAD PROJECTS THAT RESULT IN CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPARIED TOTHE SATISFACTION 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. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.8.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESCONTACT:TYLER BARKER,PROJECT MANAGERCONTACT ADDRESS:3834 S. EMERSON AVE.INDIANAPOLIS, IN. 46203EMAIL:TBARKER@SKILLMAN.COMPH. NO: 317-474-2288EROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONKEYNOTES1.INLET SEDIMENT PROTECTION, PER DETAIL E/G3.32.CONSTRUCTION ENTRANCE DRIVE - SEE GENERAL NOTE 63.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS4.CONCRETE WASHOUT, PER DETAIL C/G3.35.CONCRETE WASHOUT SIGN, PER DETAIL D/G3.36.PROJECT INFORMATION BOARD, PER DETAIL F/G3.37.CONSTRUCTION LIMITS8.DURING CONSTRUCTION KEEP PAVEMENT AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OR OTHERPAVED AREAS. CONTRACTOR SHALL PERFORM CLEANING ANDSWEEPING OF ENTRANCE, RUMBLE STRIPS OR TIRE WASHING ASREQUIRED TO PREVENT TRACK OUT OF SOILS FROM SITE ON AWEEKLY AND AS NEEDED BASIS DURING CONSTRUCTION ACTIVITIESINVOLVING EARTHWORK. SHOULD TRACK OUT MATS BE NEEDED,RUBBERFORM MODEL RF-TOCM.12.14 OR AN APPROVED EQUAL TO BEUSED.9.PROVIDE SILT FENCE, PER DETAIL B/G3.310.CONSTRUCTION TRAILER (BY CONTRACTOR)11.WEIGHTED WATTLE AT CURB OPENING - SEE DETAIL G/3.312.TRENCH DRAIN INLET PROTECTION - SEE DETAIL H/G3.31.INSTALL PROJECT INFORMATION SIGN2.CONTRACTOR SHALL INSTALL INLET PROTECTION ON EXISTING OPEN GRATESDEPICTED ON THIS PLAN.3.FOLLOWING INLET PROTECTION, CONTRACTOR SHALL INSTALLATION SILT FENCE ATLOCATIONS SHOWN ON THE PLAN.4.STRAW WATTLES SHALL BE INSTALLED AT CURB OPENINGS.5.PLACE CONSTRUCTION TRAILER6.PLACE CONCRETE WASHOUT AND SIGN.7.PLACE PORTABLE TOILETSPRECONSTRUCTION EROSION CONTROLMEASURES SEQUENCING1.CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROL MEASURESPROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THECOMMENCEMENT OF ANY PHASE OF CONSTRUCTION OR LAND ALTERATION ACTIVITY.2.PRIOR TO SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL: CONSTRUCT ALLPERIMETER SILT BARRIERS.3.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.4.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITHCHAPTERS 600 AND 700 OF THE CITY OF CARMEL ENGINEERING CONSTRUCTION ANDDESIGN STANDARDS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS ANDTHE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THEREQUIREMENTS SET FORTH IN THE CITY STANDARDS.5.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BYIDEM, HCSWCD AND/OR THE CITY OF CARMEL.PRECONSTRUCTION EROSION CONTROLGENERAL NOTESEROSION CONTROL LEGENDCWSILT FENCEPTSFAPPROXIMATE LIMITSOF CONSTRUCTIONINDICATES LOCATION OFCONCRETE WASHOUTINDICATES LOCATION OFPORTABLE TOILETSSEDIMENT BAG INLETPROTECTIONSWSWWEIGHTED WATTLEINDICATES CONSTRUCTIONTRAFFIC DIRECTIONTRENCH DRAIN INLET PROTECTIONSOUTH PLAYGROUNDMECHANICAL COURTYARD TAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-2024TAC COMMENT RESPONSE46-5-2024SILT FENCESFTPTPTPTP TPTPTP TREE PROTECTION - PER DETAIL F/L1.2