Artisan Lakes Esplanade Amenity Campus (Revised)

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FSP / CONSTRUCTION PLANS CIVIL ENGINEERING & ARTISAN LAKES ESPLANADE LAND DEVELOPMENT CONSULTANTS WALDROP AMENITY CAMPUS (REVISED) ENGINEERING

PART OF SECTION 16 AND 17, TOWNSHIP 33 SOUTH, RANGE 18 EAST 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 MANATEE COUNTY, FLORIDA P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected]

SHEET INDEX 1 COVER SHEET NORTH NORTH 2 GENERAL NOTES 3 AERIAL SITE PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN PROJECT BUCKEYE ROAD 5 PHASING PLAN 6 SITE PLAN LOCATION 7 PAVING, GRADING AND DRAINAGE PLAN PROJECT 8 PAVING, GRADING AND DRAINAGE PLAN 9 WATER AND SEWER PLAN SITE I-75 10 PLAN AND PROFILE SANITARY SEWER 11 CURBING AND PAVEMENT MARKING PLAN 12 CROSS SECTIONS

TAMPA BAY 13 DRAINAGE DETAILS 14 DRAINAGE DETAILS 15 MANATEE COUNTY UTILITY DETAILS

S. TAMIAMI TRAIL (US 41) 16 MANATEE COUNTY UTILITY DETAILS 17 BEST MANAGEMENT PRACTICES PLAN MOCCASIN WALLOW ROAD CRAFTSMAN 18 BEST MANAGEMENT PRACTICES DETAILS PARKWAY

ROAD NAME

I-275 COVER SHEET

I-75

US-19 MOCCASIN WALLOW ROAD 69TH STREET E. PROPERTY INFORMATION PARCEL ID # 610900489 FUTURE LAND USE MU, RES-6 FSP / CONSTRUCTION PLANS FOR: ZONING PD-MU ARTISAN LAKES ESPLANADE AMENITY CAMPUS (REVISED)

TERRA CEIA BAY TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC

PROJECT LOCATION MAP PROJECT SITE MAP NO SCALE NO SCALE REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 REVISED PER COUNTY COMMENTS

1 06/12/18 PLAN REVISIONS 1 PDO-98-02 / FSP-18-26 (PDMU-91-01 / FSP-06-32(R12)) ARTISAN LAKES AMENITY PHASE 2 DEVELOPED BY: REVISED FINAL SITE PLAN PLN1804-0037 NOT TO SCALE

FLORIDA CERTIFICATE OF AUTHORIZATION #8636 TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC 551 N. CATTLEMEN ROAD, SUITE 200 SARASOTA, FLORIDA 34232

PHONE: (941) 371-3008 FAX (941) 554-2852 SET NUMBER: 223-22-03

SHEET : 1 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220301.dwg 7/26/2018 2:28:36 PM T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220302.dwg 7/26/20187/26/2018 2:28:43 2:28:43 PM PM EXISTING LANDUSE: PARCEL NUMBER: OWNER : ZONING : 16. 15. 14. PROPERTYISINFLOODZONE"X",ASSCALEDFROMINSURANCERATEMAP,COMMUNITYPANELNUMBER12081C0157E, 13. ALLCOMMONAREAIMPROVEMENTSWILLBEMAINTAINEDBYTHEHOMEOWNERSASSOCIATION. 12. 11. 10. 1. 9. 8. 7. 6. 5. 3. 2. 4. 10. 1. 3. 2. 9. 8. 7. 6. 5. 4. NO TREEREMOVALNEEDEDFORPHASE2. EFFECTIVE 3/17/2014. MANAGEMENT SYSTEMAND/ORANYON-SITEOROFF-SITEDRAINAGEAREAS. USED SHALLINCLUDEBUTNOTBELIMITEDTOSODDINGOFDETENTIONAREASANDSWALESIMMEDIATELYUPONTHEIRCOMPLETION, PROPERTIES. THEEFFECTIVENESSOFBMP'SSHALLBECHECKEDDAILYDURINGCONSTRUCTIONBYCONTRACTOR.METHODS PROPOSED FINISHEDFLOORELEVATIONPERPLAN. MAINTAINED. POTABLE WATERANDSANITARYSEWERSERVICEWILLBEPROVIDEDBYMANATEECOUNTYPUBLICUTILITIES. PROPOSED DEVELOPMENT:AMENITYCAMPUS. COUNTY STANDARDS. CONSTRUCTION WILLBEGININAUGUST2018ANDBECOMPLETED2019. CONSTRUCTION WILLBEIN2PHASES.PHASE1HASBEENCONSTRUCTED. THERE ARENOWELLSONTHEPROJECTSITE. THERE ARENOWETLANDIMPACTSPROPOSEDWITHTHISAPPLICATION. SILT FENCE,ANDHAYBALES.THECONTRACTORSHALLBERESPONSIBLEFORANYSILTATIONENTERINGSTORMWATER STORMWATER DRAINAGESYSTEMSINCLUDINGBUTNOTLIMITEDTODITCHES,WATERBODIES,WETLANDS,ANDADJACENT SPECIFIC MEASURESSHALLPREVENTSEDIMENTANDOTHERDELETERIOUSSUBSTANCESFROMENTERINGUTILITY TO ACCORDINGLY.SAIDMEASURESANDPRACTICESSHALLBEIMPLEMENTEDDURINGCONSTRUCTIONBYTHECONTRACTOR.SITE THE FOLLOWINGPERTAINSTOSEDIMENTANDEROSIONCONTROL/BESTMANAGEMENTPRACTICES(BMP'S)SHALLBEADHERED SOLID WASTEDISPOSALSHALLBEVIAON-SITEDUMPSTERHANDLEDBYMANAGEMENTOFMANATEECOUNTY. THE WATERDISTRIBUTIONANDSANITARYSEWERCOLLECTIONSYSTEMCONSTRUCTIONSHALLBEINACCORDANCEWITHMANATEE ACCESSIBILITY CODELATESTEDITIONANDTHEAMERICANDISABILITYACTSTANDARDS. ALL FACILITIESCONTAINEDHEREINHAVEBEENDESIGNEDFORHANDICAPACCESSIBILITYINACCORDANCEWITHBOTHTHEFLORIDA ALL NEWWASTEWATERFACILITIESLOCATEDOUTSIDEOFTHEPRIVATEROADRIGHT-OF-WAY,SHALLBEPRIVATELYOWNEDAND ALL STRUCTURESWILLBELESSTHAN35'INHEIGHT. MANATEE COUNTYSTANDARDS. MARKING. DEVICES". REMOVE ANYEXISTINGSIGNSORPAVEMENTMARKINGSINCONFLICTWITHTHOSESHOWNONPLANS.ALLSTOPSIGNLOCATIONS MATCH EXISTINGPAVEMENTMARKINGSATROADS. PAVEMENT MARKINGSSHALLBEPERMANENTREFLECTIVETRAFFICPAINTWITHGLASSBEADSINACCORDANCEF.D.O.T. PROVIDE STREETNAMESIGNSANDLEGENDSTHATAREINACCORDANCEWITHMCPWSTANDARDINDEX553. MAINTENANCE AGREEMENTPRIORTOAPPROVALOFCONSTRUCTIONPLANS. PUBLICLY MAINTAINEDRIGHTOFWAYWILLREQUIREASIGNANDHARDWAREDIAGRAMAND,IFACCEPTABLE,ANEXECUTED DEPARTMENT -HIGHWAY,TRAFFIC,ANDSTORMWATERSTANDARDS.TRAFFICCONTROLDEVICESTHATDONOTCONFORMTOTHE UNIFORM TRAFFICCONTROLDEVICES(MUTCD),FDOTDESIGNSTANDARDS,ANDTHEMANATEECOUNTYPUBLICWORKS LATEST EDITIONOFTHEMANATEECOUNTYPUBLICWORKSDEPARTMENTHIGHWAY,TRAFFIC&STORMWATERSTANDARDSWITHIN STANDARD SPECIFICATIONSSECTION710. THE LOCATION,QUANTITYANDSIZEOFPARCELSIGNAGEENTRYFEATURESMAYBEMODIFIEDWITHINREQUIREMENTS THE CONTRACTORSHALLINSTALLBLUE/BLUERPM'SINCENTEROFLANEADJACENTTOALLFIREHYDRANTS. THE CONTRACTORSHALLFURNISHANDINSTALLSTREETNAMESIGNSINACCORDANCEWITHMANATEECOUNTYSTANDARDS. THE CONTRACTORSHALLCOMPLYWITH"STATEOFFLORIDAMANUALTRAFFICCONTROLANDSAFEPRACTICESFORSTREET SHALL INCLUDEA24"PAINTEDWHITESTOPBARUNLESSNOTEDOTHERWISE. ALL SIGNING,PAVEMENTMARKINGS,STREETNAMESIGNS,ETC.ARETOBEINCLUDEDINTHELUMPSUMPRICEFORSIGNINGAND AND HIGHWAYCONSTRUCTION,MAINTENANCE,UTILITYOPERATIONS"WITHTHE"MANUALONUNIFORMTRAFFICCONTROL ALL SIGNINGANDPAVEMENTMARKINGSSHALLBEPROVIDEDINACCORDANCEWITHTHELATESTEDITIONSOFMANUAL SIGNING ANDPAVEMENTMARKINGNOTES DEVELOPMENT DESCRIPTION PARTIALLY DEVELOPEDLAND PD-MU TAYLOR WOODROWCOMMUNITIESATARTISANLAKES,LLC 610900489 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 1. 37. 36. 35. 34. 33. 32. 31. 30. 9. 8. 7. 6. 5. 3. 40. TVVIDEOINSPECTIONISREQUIREDFORALLRCPSTORMWATERPIPESWHICHCONVEYRUNOFFSTREETS(PUBLICORPRIVATE). 29. 28. 27. 26. 25. 24. 23. 22. 21. 20. 4. 2. EQUAL)THATPROVIDES: EQUIPMENTWITHLASERPROFILETECHNOLOGY,NON-CONTACT MICROMETERANDASSOCIATEDSOFTWARE(ORAPPROVED FORPIPE48"ORLESSINDIAMETER,PROVIDETHEENGINEERA VIDEODVDANDREPORTHOWLOWBARRELDISTORTION INFORMATION TOTHEOWNER. IF CONSTRUCTIONSTAKEOUTISPROVIDEDBYTHEOWNER,CONTRACTORSHALLACCURATELYRECORDLOCATIONOF INSPECTOR, SHALLBEAPPLIED. INC. ALLELEVATIONSSHOWNAREINNAVD88DATUM.ORIGINATINGBENCHMARKFDOTCONTROLSTATIONNO.17584A49RN2 IS 1,038.2ACRES.THEPROJECTCONSISTSOFAMENITYCAMPUSONLY. EXISTING STORMWATERSYSTEMPERAPPROVEDCONSTRUCTIONPLANS(ARTISANLAKESPHASEI,SUB-PHASEA,B,&C BASE, SUB-BASE,ANDRELATEDMATERIALSTOBEREMOVEDADEPTHOF12"BELOWSUB-BASEREPLACEWITHVIABLE REQUIREMENTS, ANDPAVINGCONSTRUCTIONMATERIALSPECIFICATIONS. REFER TOCONSTRUCTIONTECHNICALSPECIFICATIONSANDPLANSFORCOMPACTIONREQUIREMENTS,GRASSING/SODDING DETAIL FORLENGTHOFPIPETOBEINCLUDEDINPRICEMITEREDENDSECTION. DEPTHS OFSEWERS,CONDUITS,PIPES,EXISTINGSTRUCTURES,CURBS,PAVEMENTS,TRACTS,ANDSOILBORINGDATAGIVING FEES. HOWEVER,IMPACTFEES(FIF),IFAPPLICABLE,TOBEPAIDBYTHEOWNER. RIGHT-OF-WAY USEPERMITTOBEOBTAINEDBYTHECONTRACTORFOROFF-SITECONSTRUCTION. FACILITIES ASNECESSARYTOFACILITATETHEPREPARATIONOFRECORDDRAWINGSBYOWNER,ANDPROVIDESAID RECORD DRAWINGSSHALLBEPROVIDEDBYTHESURVEYOR. PROPOSED ROADWAYRIGHT-OF-WAYAREASTOBECLEAREDOFALLTREESANDBRUSH,STRIPPEDAMINIMUMDEPTH RESPONSIBLE FORMAINTAININGTHEFUGITIVEPARTICULATEABATEMENTPLAN(DUSTCONTROL). BARRICADES ATCOMMENCEMENTOFCONSTRUCTIONANDREMOVEFOLLOWINGFINALGRADINGLANDSCAPING. EROSION CONTROLANDFUGITIVEPARTICULATEABATEMENTPLANSARETHERESPONSIBILITYOFCONTRACTOR. DISTURBED AREASWITHINTHERIGHT-OF-WAYWILLBECOMPACTEDTO100%DENSITYANDSODDED. BACKFILL OVERANYPIPE(STORMSEWER,WATERLINES,SANITARYSEWER)THATISTOBEINSTALLEDUNDERROADWAYSOR HIS ACTIVITIES,WHERENECESSARY,WITHOTHERCONTRACTORSANDUTILITYCOMPANIES. ENGINEER ORWITHOUTANAGENCYINSPECTORPRESENTMAYBESUBJECTTOREMOVALANDREPLACEMENTATTHE REQUIRED SHOPDRAWINGSANDOTHERINFORMATIONASREQUIRED.ANYWORKPERFORMEDPRIORTONOTIFYINGTHE MAY OCCURASARESULTOFTHEWORKPERFORMEDBYCONTRACTORCALLEDFORINTHISCONTRACT. LOCATIONS, ELEVATIONS,ANDDIMENSIONSOFALLEXISTINGUTILITIES,STRUCTURESOTHERFEATURESAFFECTINGTHIS LOCATIONS, ELEVATIONS,ANDDIMENSIONSOFEXISTINGUTILITIES,STRUCTURESOTHERFEATURESARESHOWNACCORDING MANATEE COUNTYPUBLICWORKSUTILITYSTANDARDSARETHEMINIMUMALLOWABLEWATERAND/ORWASTEWATER DIFFERENCE OF0.95FT.) HAVING APUBLISHEDELEVATIONOF54.22FT.THECONVERSIONUSEDISNAVD88EL.=NGVD2955.17(VERTICAL FOR ARTISANLAKESESPLANADEAMENITYCAMPUSSITEAREAIS19.74±ACRESANDPARTOFTHEGATEWAYNORTHDRI,WHICH CLEARED OFDEBRIS. CONSTRUCTION PLANS-APPROVAL#PDMU-05-54/FDP-06-32.)ALLEXISTINGSTORMWATERSYSTEMPIPESSHALLBECLEANEDAND SOIL INALLGREENSPACEANDPARKINGISLANDAREAS. ON-SITE TESTINGTOSATISFYHIMSELFASACTUALLIMITSOFREMOVALANDREPLACEMENTUNSUITABLEMATERIALSPRIOR SOILS ENGINEER. SPECIFICATIONS. UNSUITABLEMATERIALSHALLBEPLACEDINOPENAREASONLYASDIRECTEDBYTHEPROJECTENGINEERAND SUITABLE FILLMATERIALFROMSTORMWATERFACILITIESEXCAVATIONSHALLBEUTILIZEDFORPROJECTFILLSPERGRADING CONTRACTOR'S LACKOFKNOWLEDGESITECONDITIONS.PRIORTOBIDSUBMISSION,THECONTRACTORSHALLCONDUCTANY SHALL BEMADEATTHECONTRACTOR'SDISCRETION.NOADDITIONALCOMPENSATIONWILLGRANTEDDUETO CONTRACTOR ISRESPONSIBLEFORALLGOVERNMENTALCONSTRUCTIONFEESANDCHARGES.I.E.;INSPECTIONSTESTING 8" AND/ORBOTTOMOFORGANICLAYER. SODDING AND/ORGRASSINGTOBECOMPLETEDIMMEDIATELYUPONCOMPLETIONOFFINISHGRADING.CONTRACTORIS CONSTRUCTION FORPOSSIBLEUTILITYLOCATIONSNOTSHOWN. COMMENCEMENT OFCONSTRUCTION,CONTRACTORTONOTIFY"SUNSHINECALLONE"48HOURSMINIMUMPRIORSTART ON-SITE, IFAPPROVEDBYTHEDISTRICTFIREDEPARTMENTANDCOUNTYHEALTHDEPT.,ALLEXISTINGTREESUNDERBRUSH SAFETY CONTRACTOR TOOBTAINAPPLICABLEPERMITSPRIORCOMMENCEMENTOFCONSTRUCTION. OTHER CONTRACTORSANDUTILITYCOMPANIES.ITWILLBENECESSARYFORTHECONTRACTORTOCOORDINATESCHEDULE GAS, ANDIRRIGATIONSERVICESLEEVESWITHAGENCYPRIORTOCONSTRUCTION. CONTRACTOR'S EXPENSE. CONTRACTOR'S EXPENSE. CONTRACTOR SHALLSUBMITSHOPDRAWINGSONALLPRECASTANDMANUFACTUREDITEMSTOTHEOWNER'SENGINEERFOR SHALL NOTIFYTHEOWNER'SENGINEEROFANYCONFLICTBEFOREPERFORMINGWORKINAFFECTEDAREA. CONSTRUCTION STANDARDS.WHEREANYNOTEORDETAILONTHESEPLANSCONFLICTWITHTHEMANATEECOUNTYPUBLIC THE MINIMUMBUILDINGFINISHEDFLOORELEVATIONSHALLBEASSPECIFIEDWITHINPLANS. TO BIDDING. THIS DATAISNOTGUARANTEED,ANDFURNISHEDSOLELYASANACCOMMODATIONTOTHECONTRACTOR.USEOF THE NATUREOFGROUNDANDSUBSURFACECONDITIONSHAVEBEENOBTAINEDFROMRELIABLESOURCES.ACCURACY TOPOGRAPHIC ANDPROPERTYSURVEYSGIVINGLOTSIZE,GROUNDELEVATIONS,OBSTRUCTIONSONSITE,LOCATIONS TRACKING PERAPPLICABLEAGENCYPERMITCONDITIONS. TO GOVERNMENTALAGENCIESDURINGTHECOURSEOFCONSTRUCTION,ASREQUIREDFORINSPECTION,TESTINGAND THE CONTRACTORISRESPONSIBLEFORCOORDINATIONANDISSUANCEOFALLCOMMENCEMENTAND/ORPROGRESSNOTICES THIS 100%OFMAXIMUMDENSITYASPARTICULARSECTIONSPECIFIESCOMPACTIONTO100DETERMINEDBYAASHTOT-99. WITHIN THEEMBANKMENTOFROADWAYISTOBECOMPACTEDPERFDOTSPECIFICATIONSSECTION125-8.3,LATESTEDITION. WORK PERFORMEDUNDERTHISCONTRACTSHALLINTERFACESMOOTHLYWITHOTHERBEINGONSITEBY THE CONTRACTORISTOASSUREHIMSELFTHATALLUNDERGROUNDUTILITIESANDSTORMSEWERCONSTRUCTED,TESTED THE CONTRACTORISTOCOORDINATELOCATIONANDELEVATIONOFALLPRECO,VERIZON,BRIGHTHOUSE,TECOPEOPLES THE CONTRACTORISRESPONSIBLEFORREPAIRINGANYDAMAGETOEXISTINGFACILITIES,ABOVEORBELOWGROUND,THAT THE CONTRACTORSHALLCHECKPLANSFORCONFLICTSANDDISCREPANCIESPRIORTOCONSTRUCTION. WORK PRIORTOCONSTRUCTION. TO THEBESTINFORMATIONAVAILABLEATTIMEOFPREPARATIONTHESEPLANS.CONTRACTORSHALLVERIFY WORKS UTILITYSTANDARDSTHEMORESTRINGENTINTERPRETATION,ASDETERMINEDBYCOUNTYINFRASTRUCTURE TOPOGRAPHIC CONTOURSANDELEVATIONSWERECOMPILEDFROMFIELDINFORMATIONOBTAINEDBYGEOPOINTSURVEYING, THECONTRACTORISTOREVIEWSOILSTESTSASPERFORMEDBYSOILCONSULTANTANDENCOURAGEDCONDUCT ALL FILLAREASARETOBECONSTRUCTEDIN12"MAXIMUMLIFTS. ALL PIPELENGTHSSHOWNONPLANVIEWARETOTHEENDOFMITEREDSECTION.REFERSECTION ADDITIONAL SURVEYSANDSOILSTESTSNECESSARYTOVERIFYTHEACCURACYOFINFORMATIONPROVIDED. ALL WORKTHATMAYBESUBSEQUENTLYBECOMECONCEALEDORINACCESSIBLE,ASWELLMARKEXPOSEUNDERGROUND ALL CONSTRUCTIONISTOBESTAKEDINTHEFIELDBYORUNDERSUPERVISIONOFAFLORIDAREGISTEREDLANDSURVEYOR. ALL UTILITIESAND/ORDRAINAGESHOWNASEXISTINGARETOBEFIELDVERIFIEDFORLOCATIONSANDELEVATIONSPRIOR AREAS THATARETOREMAINUNDISTURBEDSHALLBEPROTECTEDBYBARRICADES.THECONTRACTORINSTALLSAID ALL EXISTINGTREESANDBRUSHDESIGNATEDFORREMOVALARETOBECLEAREDDISPOSEDOFOFFSITE,ORBURNED AGENCY. ALL PROPOSEDELECTRICALANDCOMMUNICATIONSERVICESARETOBELOCATEDUNDERGROUNDASDIRECTEDBYRESPECTIVE ACCORDANCE WITHCURRENTSWFWMDREGULATIONS. ANY WELLSDISCOVEREDONSITETHATWILLHAVENOUSEMUSTBEPLUGGEDBYALICENSEDWELLDRILLINGCONTRACTORIN AND OPERATIONALPRIORTOANYROADWAYCONSTRUCTION. AGENCIES ANDSUPPLYTHEMWITHTHECONTRACTOR'SNAME,STARTINGDATE,PROJECTEDCONSTRUCTIONSCHEDULE,ALL AT LEAST(3)WORKINGDAYSPRIORTOCONSTRUCTION,THECONTRACTORSHALLNOTIFYENGINEERANDAPPROPRIATE APPROVAL. FAILURETOOBTAINAPPROVALBEFOREINSTALLATIONMAYRESULTINREMOVALANDREPLACEMENTAT ALL SPECIFICATIONSANDDOCUMENTSREFERREDTOSHALLBEOFLATESTREVISIONUNLESSSPECIFIEDOTHERWISE. h) DEVIATIONINPIPELINEANDGRADE,JOINTGAPS,MISALIGNMENT. b) ACTUALRECORDEDSEPARATIONMEASUREMENTOFALLPIPEJOINTS. ENFORCE SAFETYREGULATIONS. E. ALLSUBSURFACECONSTRUCTIONSHALLCOMPLYWITHTHE"TRENCHSAFETYACT".CONTRACTORINSURE UNIFORM TRAFFICCONTROLDEVICESPREPAREDBYTHEU.S.DEPARTMENTOFTRANSPORTATIONFEDERALHIGHWAY D. ALLTRAFFICCONTROLMARKINGSANDDEVICESSHALLCONFORMTOTHEPROVISIONSSETFORTHINMANUALON DEVICES, WARNINGDEVICESANDBARRIERSNECESSARYTOPROTECTTHEPUBLICWORKMENFROMHAZARDSWITHIN B. LABORSAFETYREGULATIONSSHALLCONFORMTOTHEPROVISIONSSETFORTHBYOSHAINFEDERALREGISTEROF ENFORCED. THECONTRACTORORHISREPRESENTATIVESHALLBERESPONSIBLEFORCONTROLANDSAFETYOF e) FLATANALYSISREPORT. c) PIPEOVALITYREPORT. a) ACTUALRECORDEDLENGTHANDWIDTHMEASUREMENTSOFALL CRACKSWITHINTHEPIPE. CONTRACTOR'S INFORMATIONONLYANDDOESNOTIMPLYTHATTHEOWNERORENGINEERWILLINSPECTAND/OR COMPLY ANDENFORCEALLAPPLICABLESAFETYREGULATIONS.THEABOVEINFORMATIONHASBEENPROVIDEDFOR SHALL BEFOLLOWEDINTHEDESIGNAPPLICATION,INSTALLATION,MAINTENANCEANDREMOVALOFALLTRAFFICCONTROL CONTROL ANDSAFEPRACTICESFORSTREETHIGHWAYCONSTRUCTION,MAINTENANCEUTILITYOPERATIONS" C. THEMINIMUMSTANDARDSASSETFORTHINCURRENTEDITIONOF"THESTATEFLORIDA,MANUALONTRAFFIC g) PIPEDEFORMATIONMEASUREMENTS,LEAKS,DEBRIS,OROTHER DAMAGEORDEFECTS. d) DEFLECTIONMEASUREMENTSANDGRAPHICALDIAMENTERANANLYSIS REPORTINTERMSOFXANDYAXIS. THAT THEMETHODOFTRENCHPROTECTIONANDCONSTRUCTIONISINCOMPLIANCEWITHOCCUPATIONALSAFETY THE PROJECTLIMITS. THE DEPARTMENTOFTRANSPORTATION. TRAVELING PUBLICANDTHESAFETYOFHISPERSONNEL. f) REPRESENTATIVEDIAMETEROFTHEPIPE. AND HEALTHADMINISTRATION(OSHA)REGULATIONS.ITSHALLBETHESOLERESPONSIBILITYOFCONTRACTORTO ADMINISTRATION. A. DURINGTHECONSTRUCTIONAND/ORMAINTENANCEOFTHISPROJECT,ALLSAFETYREGULATIONSARETOBE GENERAL CONSTRUCTIONNOTES 1. 3. 2. 4. 13. 12. 11. 10. 1. 7. 9. 8. 6. 5. 3. 2. 4. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 1. 9. 8. 7. 6. 5. 3. 24. 23. 22. 21. 20. 4. 2. FILL NECESSARYTORAISETHEGRADEFROMEXISTINGGROUNDGRADE.ELEVATIONSHALLALSOCONSISTOFCLEANFINESANDS PLACED ASREQUIREDBYSOILSENGINEER. REFER TOFAULKNERENGINEERINGSERVICES,INC.REPORTSANDRECOMMENDATIONS. COMPLIANCE WITHTHEABOVESUGGESTEDRECOMMENDATIONS. COMPACTED TO98%OFSTANDARDPROCTORMAXIMUMDENSITY. A SOILSENGINEERSHOULDINSPECTANDTESTTHECOMPACTEDEXCAVATEDELEVATIONEACHLAYEROFFILLTOVERIFY AFTER COMPACTIONANDTESTINGVERIFYTHATTHEDESIREDHASBEENACHIEVEDATTHISELEVATION,FILLSHALLBE MANATEE COUNTYPUBLICWORKSUTILITYSTANDARDSARETHEMINIMUMALLOWABLEWATERAND/ORWASTEWATERCONSTRUCTION ISLANDS THROUGHOUTTHEPROJECTSITE. NO TREESORSHRUBSSHALLBEPLACEDSOASTOBLOCKACCESSLINEOFSIGHTFIREHYDRANTSWITHINLANDSCAPE EXERCISE CARETOPROTECTTHEROOTSOFTREESREMAIN.WITHINBRANCHSPREADSUCHTREES,PERFORMALL LATEST EDITION. LDC 907.10-A10'MINIMUMUTILITYEASEMENTSHALLBELOCATEDALONGALLFRONTLOTLINESAND5' STANDARDS THEMORESTRINGENTINTERPRETATION,ASDETERMINEDBYCOUNTYINFRASTRUCTUREINSPECTOR,SHALLBE STANDARDS. WHEREANYNOTEORDETAILONTHESEPLANSCONFLICTWITHTHEMANATEECOUNTYPUBLICWORKSUTILITY COMPACTION OFTHESUB-GRADE. CONTRACTOR SHALLNOTIFYALLUTILITYPROVIDERSATLEAST48HOURSPRIORTOTHESTARTOFUNDERGROUNDCONSTRUCTION. CONTRACTOR TOCOORDINATEWITHELECTRIC,TELEPHONEANDCABLECOMPANIESASSURETHATNOSANITARYSEWER, STORM SEWER,FORCEMAINSANDSANITARYSEWER. CONTRACTOR SHALLMAINTAINAMIN.OF10'HORIZONTALAND18"VERTICALSEPARATIONBETWEENPOTABLEWATERLINES CONTRACTOR TOPROVIDEUTILITYRECORDDRAWINGSOWNERPRIORFINALPAYMENTREQUEST. CONTRACTOR TOVERIFYSIZEANDLOCATIONOFEXISTINGUTILITIESPRIORCOMMENCINGCONSTRUCTION. THERE ARENOWETLANDIMPACTSPROPOSEDWITHTHISPROJECT. THE CONTRACTORSHALLDETERMINEIFUTILITIESOTHERTHANTHOSESHOWNONTHESEPLANSEXIST. TRENCHING BYHAND.OPENTHETRENCHONLYWHENUTILITIESCANBEINSTALLEDIMMEDIATELY.PRUNEINJUREDROOTSCLEANLY APPLIED. ACCESSIBILITY CODELTESTEDITIONANDTHEAMERICANDISABILITYACTSTANDARDS. ALL FICILITIESCONTAINEDHEREINHAVEBEENDESIGNEDFORHANDICAPACCESSIBILITYINACCORDANCEWITHBOTHTHEFLORIDA ALL UNDERGROUNDUTILITIESLOCATEDBENEATHTHESTABILIZEDPORTIONOFROADBEDSHALLBEINSTALLEDPRIORTO WATERLINE ORIRRIGATIONSERVICESAREINSTALLEDUNDERPROPOSEDTRANSFORMERS. AND BACKFILLASSOONPOSSIBLE. ALL UTILITYCONSTRUCTIONTOBEINACCORDANCEWITHMANATEECOUNTYUTILITIESTECHNICALSPECIFICATIONSANDDETAILS, ALL SIDEANDREARLOTLINES. FIRST CERTIFICATEOFOCCUPANCYISSUANCE/FINALPLATAPPROVAL,INACCORDANCEWITHLDCSECTION701.4.E. IMPROVEMENT. (LDCSECTION337.6) FOR PLANSUBMITTALANDAPPLICATIONINFORMATION. IMPROVEMENT BOND.. INSPECTED BYENVIRONMENTALPLANNINGDIVISIONSTAFFPRIORTOFINALPLATAPPROVAL. IF DEWATERINGISNECESSARY,THECONTRACTORSHALLSUBMITASEPARATEPLANFORREVIEW&APPROVALBY EVERY SWIMMINGPOOL,HOTTUBANDSPASHALLBEMAINTAINEDOPERATEDINACLEAN,SAFE,SANITARYMANNERAT REMOVAL OFALLNUISANCE,EXOTICPLANTSPECIESFROMUPLANDPORTIONSTHESITESHALLBECOMPLETEDPRIORTO PARKING AREASSHALLHAVECURBS,WHEELSTOPSORSIMILARPERMANENTDEVICES.LDCSECTION701.4.A.10. PER ZONINGORDINANCEDATEDDECEMBER2,2010,THERESHALLBEAMINIMUMOFTEN(10)FOOTSEPARATIONBETWEEN LDC 805.1-A10'MINIMUMUTILITYEASEMENTSHALLBELOCATEDALONGALLFRONTLOTLINESAND5' MAINTAINED BYAHOMEOWNERSASSOCIATION. PROVIDERS INACCORDANCEWITHMANATEECOUNTYCODEOFORDINANCES,SECTION2-28-2.THEAPPLICANTSHALLOBTAIN USE. EMERGENCY SERVICESUSE.THISFREQUENCYSHALLBEDETERMINEDBYA.H.J.AMASTERWHEREBY PUBLIC UTILITYEASEMENT”.MANATEECOUNTYWORKSSTANDARDSHIGHWAY&TRAFFICMANUAL3.1.2.C.(1) REQUIRE ANANNUALOPERATINGPERMITFROMTHEHEALTHDEPARTMENT.PRIORTOOPENING,CONTACT(941)748-0747,X1340 PUBLIC SWIMMINGPOOLSANDSPASSHALLMEETTHESTANDARDSINCHAPTER64E-9,FLORIDAADMINISTRATIVECODE, REVIEW PRIORTOFINALPLATAPPROVAL. EASEMENTS. THECONSERVATIONEASEMENTLANGUAGESHALLBEINTHESEDOCUMENTSANDPROVIDEDTOEPDFOR UNDERGROUND/ABOVEGROUND POLLUTANTSTORAGETANKREMOVALMUSTCONFORMTOTHEREQUIREMENTSOFCHAPTERS POINTS SHALLBECERTIFIEDBYANOFFICIALAFFIDAVITWITHINONE(1)YEAROFRECORDINGORPRIORTOTHERELEASE PRIOR TOFINALPLATALLPERMANENTREFERENCEMONUMENTSANDLOTCORNERSSHALLBEINSTALLED.CONTROL PRIOR TOFINALPLATAPPROVALACONSERVATIONEASEMENTFORTHEAREASDEFINEDASPOST-DEVELOPMENTJURISDICTIONAL NUISANCE, EXOTICPLANTSPECIESREMOVALSHALLBECOMPLETEDINACCORDANCEWITHSECTION701.4EOFTHELDCAND EPD ANDSWFWMD,PRIORTOCOMMENCEMENTOFDEWATERINGACTIVITIES. MATERIAL. APERMITISREQUIREDFROMMANATEECOUNTYHEALTHDEPT.UNLESSWORKAPPROVEDBYPUBLIC OR FENCETHATCOMPLIESWITHTHEREQUIREMENTSOFBUILDINGCODE.(SEC.2-9-107d.1) SUBDIVISION “STREETS”SHALLBECONSTRUCTEDTOMANATEECOUNTYTRANSPORTATIONDEPARTMENTSTANDARDSAND CONSTRUCTION, DESIGNORMATERIALDEFECTSFAILURESWITHINCOUNTYRIGHTS-OFWAYEASEMENTSRELATEDTOTHIS SHALL BEAVAILABLEANDUSEDEXCLUSIVELYBYEMERGENCYSERVICES.THEREMAININGFREQUENCY(S)FOROWNER'S CONSTRUCTION OFSWIMMINGPOOLSSHALLCOMPLYWITHLDCSECTION511.16. 62-761, FLORIDAADMINISTRATIVECODE. CLEARING ACTIVITIES: THE PERIPHERYOFALLOFF-STREETPARKINGAREAS,REGARDLESSSURFACEMATERIALANDLANDSCAPEDAREASWITHIN TRANSPORTATION DEPARTMENT'SHIGHWAY,TRAFFICANDSTORMWATERSTANDARDS,CURRENTEDITION. WRITTEN APPROVALFROMEMSANDTHEFIREMARSHALLAPPROVINGPROPOSEDSYSTEM. THE EMERGENCYSERVICESSHALLBEABLETOOPENANYGATEWITHINITSJURISDICTIONWITHONEOPENER.THISFREQUENCY THE AUTOMATICGATEOPENERSWILLUSEAMINIMUMOFTWO(2)OPENINGFREQUENCIESANDSHALLPROVIDE:(1)DEDICATEDTO THE MINIMUMSTREETWIDTHISFIFTY(50)FEET.ROADWAYR/WARELABELED“PRIVATE50'WIDEROADWAY,DRAINAGEAND TELEPHONE BYPOOLAREAISSHOWN. THE TELEPHONEFORPOOLAREASHALLCOMPLYWITHCHAPTER64E-9FLORIDAADMINISTRATIVECODE.LOCATIONOF THE FENCEANDGATESFORSWIMMINGPOOLSHALLCOMPLYWITHLDCSECTION511.16. TO COMMENCEMENTOFCONSTRUCTION. WETLANDS ANDWETLANDBUFFERSSHALLBEDEDICATEDTOTHECOUNTYINACCORDANCEWITHSECTION805.2OFLDC. TWO SEPARATEINSPECTIONSBYEPDSTAFFAREREQUIREDPRIORTOAUTHORIZATIONOFCONSTRUCTIONAND/ORLAND WORKS. ABANDONMENTPERMITINFORMATIONCANBEOBTAINEDBYCALLING941-748-0747,X1340. ALL TIMES.PRIVATESWIMMINGPOOLS,HOTTUBSANDSPASSHALLBECOMPLETELYSURROUNDEDBYANEFFECTIVEBARRIER ACCESSORY EQUIPMENTANDSTRUCTURESALONGSIDEADJOININGHOUSESWITH5FOOTSIDEYARDSETBACKS. ALL SIDEANDREARLOTLINES. AS-BUILT DRAWINGSSHALLBEPREPAREDINACCORDANCEWITHSECTION800OFTHECURRENTMANATEECOUNTY A “DEFECTSECURITY”BONDSHALLBEPOSTEDWITHMANATEECOUNTYFORTHEPURPOSEOFCORRECTINGANY ALL GATESOREMERGENCYACCESSPOINTSWITHINTOTHEPROJECTSHALLBEACCESSIBLESERVICE ADDENDUM TOTHESALESCONTRACTANDSHALLINCLUDELANGUAGEINFORMINGHOMEBUYERSOFCONSERVATION A NOTICETOBUYERSHALLBEINCLUDEDINTHEDECLARATIONOFCOVENANTSANDRESTRICTIONS,SEPARATE ALL CHEMICALSIDENTIFIEDINTHEHAZARDOUSMATERIALASSESSMENTSHALLBEREMOVEDANDPROPERLYDISPOSEDOFPRIOR ABANDONED SEPTICTANKSSHALLBEPUMPEDOUT,BOTTOMSRUPTURED,ANDFILLEDWITHCLEANSANDOROTHERSUITABLE . SOIL PREPARATIONNOTES MANATEE COUNTYNOTES GENERAL UTILITYNOTES FLORIDA CERTIFICATEOFAUTHORIZATION#8636 SHEET : SET NUMBER: PLAN REVISIONS REV01 - SUBMIT TO MANATEE COUNTY - 2018-07-26 FSP / CONSTRUCTION PLANS FOR: WALDROP NOT TOSCALE ARTISAN LAKES ESPLANADE ENGINEERING AMENITY CAMPUS (REVISED)

TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC CIVIL ENGINEERING & 223-22-03 LAND DEVELOPMENT CONSULTANTS

GENERAL NOTES 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 2 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] PROPERTY DESCRIPTION PHASE 1 ARTISAN LAKES OVERALL DESCRIPTION LEGAL DESCRIPTION CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS

LAKE L-18C WALDROP ENGINEERING 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] WETLAND "47"

LAKE L 18-C AERIAL SITE PLAN FSP / CONSTRUCTION PLANS FOR: ARTISAN LAKES ESPLANADE AMENITY CAMPUS (REVISED) TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC

LAKE L 18-C-1

LAKE L 18-D

WETLAND "46B" LAKE L 18-C-2 REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 LAKE L 18-W

WETLAND "15" INGLENOOK TERRACE PLAN REVISIONS

CRAFTSMAN PARKWAY 0 30 60 120

SCALE IN FEET

FLORIDA CERTIFICATE OF AUTHORIZATION #8636

EXISTING LAKE #18W SET NUMBER: 223-22-03

SHEET : 3 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220303.dwg 7/26/2018 2:28:53 PM LAKE L-18C

PROJECT BOUNDARY CIVIL ENGINEERING &

FLOATING TURBIDITY LAND DEVELOPMENT CONSULTANTS BARRIER (TYP) WALDROP ENGINEERING

DEMOLITION NOTES WETLAND "47"

1. DEMOLITION AREA SHOWN ON PLAN IS A GENERAL REPRESENTATION. 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 ACTUAL EXTENTS OF PAVING, CURBING, SIDEWALK, ROAD BASES AND DRAINAGE REMOVAL THAT IS NECESSARY SHALL BE DETERMINED AT TIME OF CONSTRUCTION BY OWNER AND CONTRACTOR. 2. CONTRACTOR TO COORDINATE RELOCATION OF ALL EXISTING UTILITIES.

3. NO SEPTIC TANKS WERE LOCATED ON THE SURVEY. SHOULD A P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] SEPTIC TANK BE FOUND AND IS TO BE ABANDONED, THE SEPTIC TANK SHOULD BE PUMPED OUT, BOTTOMS RUPTURED, AND FILLED WITH CLEAN SAND OR OTHER SUITABLE MATERIAL. A PERMIT WILL BE REQUIRED FROM FL DEPARTMENT OF HEALTH PRIOR TO WORK BEING PERFORMED. 1 4. EXISTING WELL AND WELL TANKS TO BE ABANDONED BY LICENSED 30' CONTRACTOR PER CHAPTER 40D-3 OF THE SWFWMD REGULATION OF LAKE L 18-C WELLS. WETLAND BUFFER SILT FENCE

EXISTING SWALE TO E REMOVED LEGEND EXISTING SIDEWALK TO BE REMOVED

FLOATING TURBIDITY BARRIER FLOATING TURBIDITY BARRIER (TYP) SILT FENCE EXISTING COURTS TO REMAIN

EXISTING POND TO BE RESHAPED

EXISTING BERM TO REMAIN EXISTING SIDEWALK TO BE REMOVED

EXISTING PARKING TO REMAIN FSP / CONSTRUCTION PLANS FOR: ARTISAN LAKES ESPLANADE

EXISTING POND AMENITY CAMPUS (REVISED)

EXISTING ASPHALT PAVEMENT EXISTING SWALE EXISTING CONDITIONS AND DEMOLITION PLAN TO BE RESHAPED WHEEL STOPS, AND CURBING TO E REMOVED TO BE REMOVED TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC

EXISTING POND TO BE RESHAPED 10' PUE 10' BUFFER LAKE L 18-D

LAKE L 18-C-1 EXISTING POND TO BE RESHAPED

SILT FENCE

WETLAND 1 BUFFER 30' EXISTING SIDEWALK TO BE REMOVED WETLAND BUFFER 30' 1 REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 FUTURE LOTS

WETLAND REVISED PER COUNTY COMMENTS LAKE L 18-C-2 "46B" 06/29/18 PLAN REVISIONS

LAKE L 18-W 1

0 25 50 100

SCALE IN FEET EXISTING 5' CONCRETE PROJECT BOUNDARY FLORIDA CERTIFICATE OF AUTHORIZATION #8636 INGLENOOK TERRACE SIDEWALK

EXISTING BERM CRAFTSMAN PARKWAY TO REMAIN

EXISTING VALLEY GUTTER SET NUMBER: 223-22-03

SHEET : 4 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220304.dwg 7/26/2018 2:29:01 PM 2 PREVIOUSLY PERMITTED VS. PROPOSED T.O.B. AREA

PREVIOUSLYPERMITTED PROPOSED CIVIL ENGINEERING & ROADWAY

10.0' PUE LAKE BUFFER

(Ac.) (Ac.) 20.0'

18C 6.39 8.58 36.75

18D 2.90 4.59 LAND DEVELOPMENT CONSULTANTS

18C-1 0.46 0.29

MATCH EXIST. 18C-2 0.60 0.29 GRADE WALDROP ENGINEERING

38.70 38.80

SILT FENCE UD 40.55

30.0 CRAFTSMAN PARKWAY UD 33.0

38.65 35.6

CONC. FLUME (TYP) UD 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 SEE DETAIL SHEET 14 38.95 39.05

38.65 UD 39.25 39.20 38.30 38.00

UD 39.35

39.65 39.50 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] UD 39.65

39.80 UD

LAKE L 18-C-1 39.95 STR. #1 FES TOB = 36.0 36.0

UD INV SE= 30.00 40.30 40.20 39.90 DHW100 = 34.9 FLOATING TURBIDITY

DHW25 = 34.6 38.0 38.80 BARRIER (TYP) UD 40.20 NWL = 33.0

BOT = 20.0 UD

37.0 38.35 40.20

35.50 35.70

20.0

20.0 39.80 MATCH EXIST. 35.80

35.0 UD 39.55 GRADE 40.25

36.95 35.45 33.0

39.90

35.25

30.0 38 LF 24" RCP 30.0

UD @ 0.11% 39.30

35.40 37.30 37.60 37.0 38.0 33.0

33.0 38.00

39.0 39.95

STR. #2 39.45 39.0 40.0

UD 35.45 36.50

36.0 TYPE 9 CURB INLET 36.0 37.0 33.0 35.70 TOP EL. 35.10 35.0 39.65 39.80 35.80 INV SE= 30.04 39.95 39.90

UD 35.20 37.0 INV NW= 30.04 40.65 40.25

35.90 38.0 40.00

35.40 38.0 40.75 39.0 47 LF 24" RCP 37.95

39.0 @ 0.11% 40.00

35.10 36.30 37.60 40.10 40.20 UD STR. #25 36.45 38.30 TEE STR. #3 36.30 TYPE 9 CURB INLET INV W= 35.25

TOP EL. 35.10 35.70 36.50 37.85 40.70 INV E= 35.25 40.25 UD 38.65 39.90 INV NW= 29.99 INV N= 35.25 37.10 EXISTING YARD INV E= 29.99 38.20

DRAIN (TYP) 22 LF 12" HDPE 38.60 36.0

UD 37.40 @ 0.32% 39.95 36 LF 24" RCP 38.55 39.40 STR. #23 @ 0.11% 38.05 39.60 BEND 39.20 INV S= 35.18 39.90 17 LF 12" HDPE

38.0 36.0 INV NE= 35.18 35.70 35.80 35.0 38.0 @ 0.35% 40.25

STR. #4 36.85 37.0 38.50 10 LF 12" HDPE UD 40.0 FES 37.60 39.35 14 LF 8" HDPE @ 1.05% 36.0 40.20 INV W= 29.95 36.0 40.30 @ 0.36%

1 CUT IN TEE CONNECT TO EXIST. STORM

INGLENOOK TERRACE INGLENOOK INGLENOOK TERRACE INGLENOOK 37.85 1 38.95 39.60 STR. #22

UD 34.0 37.0 STR. #30 TEE 34.0 38.35 38.40 99 LF 8" HDPE BEND @ 2.07% INV SW= 35.08 38.0 40.25 INV SE= 35.08 INV SE= 34.33 33.0 37.60 39.50 38.0 39.90

UD 38.75 42 43 INV NE= 35.08 21 LF 12" HDPE 20.0

20.0 STR. #24 37.0 37.80 38.45 YARD DRAIN 40.0 44 50 LF 12" HDPE @ 0.38% 39.0 STR. #18

39.10 @ 1.94% 33.0 39.85 41.00 TOP EL. 40.50 40.50 45 YARD DRAIN INV W= 35.30 44 39.95

43 30 LF 12" HDPETOP EL. 40.93 30.0 30.0 38.45 STR. #31 INV NW= 34.25 39.25 YARD DRAIN 42 @ 0.49%

41.05 INV SE= 34.25

FSP / CONSTRUCTION PLANS FOR: 33.0 33.0 37.90 TOP EL. 39.90

38.90 42 INV SE= 37.40 32.0

LAKE L 18-C-2 39.35 40.50

39.10 INV N= 37.40 36.0

36.0 37.15 44 STR. #20 UD TOB = 36.0 42 TEE 35.80 PAVING, GRADING AND DRAINAGE PLAN 39.0 40.70 INV SW= 34.10 DHW = 34.9 38.90 40.50 100 37.50 39.0 INV NW= 34.10 39.90 SITE CONTRACTOR TO 25 LF 12" HDPE ARTISAN LAKES ESPLANADE 40.20 AMENITY CAMPUS (REVISED) UD DHW25 = 34.6 INV NE= 34.10 40.20 COORDINATE WITH BUILDING 40.10 @ 0.32%

NWL = 33.0 CONTRACTOR FOR ALL ROOF 40.65 40.10 40.50 37.0 35.80

35.6 BOT = 20.0 39.75 DRAIN TIE-INS 35.6

35.0 65 LF 12" HDPE

UD 36.80 STR. #21 @ 1.70%

33.0 40.00 1 YARD DRAIN 33.0

38.35 40.0 TOP33.0 EL. 37.02 TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC STR. #5 INV NW= 35.16

FES 40.10 40.10

UD 38.70 40.55 31.0 32 LF 12" HDPE 30.0 INV NE= 30.50 37.60 30.0 @ 3.15% 31.0 STR. #19 36.50 39.05 40.00 BEND

39.90 37.50 UD 40.55 INV SW= 33.00 36.50 40.00 INV E= 33.00 41.0 33.0 40.20 38.0 40.00 35.0 36.85 37.0 40.80

20.0' 40.10 UD 38.35 ROADWAY 33.0 40.00 37.30 FFE = 41.0 BUFFER STR. #11 CONNECT TO POOL DRAIN 34.0 MES (DESIGN BY OTHERS) INV W= 32.00 10.0' 36.0 86 LF 12" HDPE 37.70 PUE 140 LF 24" RCP @ 0.10% @ 0.58%

UD 37.60 38.0

38.05 42.0

2.5 40.0 39.85 2.5 STR. #26 38.40 32.0 UD 42.0 40.10 YARD DRAIN TOP EL. 39.99 34.0 STR. #13 40.50 INV N= 31.50 INV S= 31.52 MES

UD 39.25 40.35 40.80 39.50 INV S= 31.00 UTILITY EASMENT 38.05 40.00 36.0 40.35

37.0 39.60 38.55 40.80 40.55 38.0 LEGEND

REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 UD 38.0 39.50 40.0 39.15 38.65 RIGHT OF WAY LINE 40.45 40.85 39.0 42.0 EASEMENT LINE

38.70 ADDED STR. 31/ROOF DRAIN TIE-INS, REVISED PARKING LOT GRADING ADDED PREVIOUSLY PERMITTED POND DATA 40.80 CONNECT TO POOL DRAIN EDGE OF WATER 40.85 40.00 35.80 STR. #6 40.15 (DESIGN BY OTHERS) 42.0

40.0 UD C GTI 40.20 TRACT LINE 39.0 TOP EL. 39.04 40.45 40.80 INV SW= 30.36 LOT LINE 06/13/18 07/26/18 41.0 40.85 40.0 INV NE= 30.36 EXISTING CONTOUR PLAN REVISIONS

40.05 1 2 UD

41.0 BALLARDS (TYP) 40.60 40.20 5 LF 12" HDPE SILT FENCE 40.25 @ 0.37%

36.35 40.10 0 15 30 60 38.0 56 LF 24" RCP 40.35 40.65 @ 0.11% 40.65 STR. #27 SCALE IN FEET 40.15 YARD DRAIN 97 LF 12" HDPE 40.25 38.0 39.85 TOP EL. 40.05 @ 0.27% 36.95 35.0 99 LF 24" RCP INV NE= 31.26 33.0 DRAINAGE INLET FLORIDA CERTIFICATE OF AUTHORIZATION #8636 40 40.70 40 @ 0.10% INV SW= 31.28 42 42 MITERED END SECTION

40.00 40.50 37.0 UD MANHOLE (MH) 41 STR.41 #7 40 41 41 LAKE L 18-C 39 40 C GTI 40.00 38 39 PROPOSED CONTROL STRUCTURE 37 38 TOP EL. 39.63 37 40.50

UD INV SW= 30.30 STR. #9 TOB = 35.6

39.35 38.0 OSW/WETLAND IMPACT P MANHOLE (4' DIA.) INV NE= 30.30 DHW100 = 34.9 73 LF 24" RCP TOP EL. 39.73 DHW = 34.6 34.4 FINISHED LOT GRADE

39.40 @ 0.10% INV S= 30.13 STR. #12 25 39.0

UD 77 LF 12" HDPE 40.0 40.15 40.10 MES 41.0 NWL = 33.0 @ 0.26% INV NE= 30.13 EXISTING GRADE 39.60 INV SW= 31.00 BOT = 2.5 X 13.5 39.95

36.25 39.30 TOW TOP OF WALL ELEVATION UD

39.50 39.60 39.80 35.6

STR. #29 39.70 35.6 SET NUMBER: 223-22-03 UD

33.0 YARD DRAIN MATCHLINE - SEE SHEET 8 33.0 39.80 TOP EL. 39.25 39.65 SHEET : 7 INV N= 37.55 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220308.dwg 7/26/2018 2:29:26 PM P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] EMAIL: 813-443-8285 F: 813-443-8282 P:

8 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 FL RIVERVIEW, PARKWAY FIELD CAMDEN 9432

PAVING, GRADING AND DRAINAGE PLAN DRAINAGE AND GRADING PAVING, 60

LAND DEVELOPMENT CONSULTANTS DEVELOPMENT LAND

223-22-03 TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC LAKES, ARTISAN AT COMMUNITIES WOODROW TAYLOR CIVIL ENGINEERING & ENGINEERING CIVIL

AMENITY CAMPUS (REVISED) CAMPUS AMENITY 30 ENGINEERING

ARTISAN LAKES ESPLANADE LAKES ARTISAN SCALE IN FEET

WALDROP 15

07/26/18 ADDED PREVIOUSLY PERMITTED POND DATA POND PERMITTED PREVIOUSLY ADDED

1 REVISED PER COUNTY COMMENTS COUNTY PER REVISED 06/29/18

FSP / CONSTRUCTION PLANS FOR: PLANS CONSTRUCTION / FSP

PLAN REVISIONS PLAN 0 REV01 - SUBMIT TO MANATEE COUNTY - 2018-07-26 - COUNTY MANATEE TO SUBMIT - REV01 SET NUMBER: SHEET : FLORIDA CERTIFICATE OF AUTHORIZATION #8636 2 0.29 0.29 8.58 4.59 (Ac.) PROPOSED LOT TYPE PAD ELEVATION FINISHED FLOOR ELEVATION TRACT LINE SILT FENCE RIGHT OF WAY LINE EASEMENT LINE EDGE OF WATER LOT LINE EXISTING CONTOUR DRAINAGE INLET MITERED END SECTION MANHOLE (MH) PROPOSED CONTROL STRUCTURE FINISHED LOT GRADE EXISTING GRADE TOP OF WALL ELEVATION OSW/WETLAND IMPACT

WETLAND 0.46 0.60 6.39 2.90 LEGEND (Ac.) "47" B 34.4 TOW PROPOSED T.O.B. AREA X 13.5 PREVIOUSLYPERMITTED PAD XX.X F.F.E. XX.X PREVIOUSLY PERMITTED VS. 18D 18C

18C-1 18C-2

LAKE 33.0

35.0

37.0

38.0 39.0

30.0'

WETLAND BUFFER 40.0 = 34.9 = 34.9 = 34.6 = 34.6 2525 100100 BOT = 2.5BOT = 2.5 TOB = 35.6TOB = 35.6 NWL = 33.0NWL = 33.0 DHWDHW DHWDHW

LAKE L 18-C 41.0

2.5 BARRIER FLOATING TURBIDITY STR. #12 MES INV SW= 31.00

30.0 41.0

36.95 40.0 39.0 33.0

97 LF 12" HDPE @ 0.27% 35.6 STR. #10 FES INV SW= 30.00 40.10

2.5 39.30 35.70 @ 0.10% 124 LF 24" RCP 39.60 7 35.60

39.50

39.65 30.0 YARD DRAIN TOP EL. 40.05 STR. #27 INV NE= 31.26 INV SW= 31.28

33.0 35.70

35.6 39.40 TOP EL. 39.73 STR. #9 P MANHOLE (4' DIA.) INV S= 30.13 INV NE= 30.13 35.60 39.60 35.70

39.80 41.0

33.8 35.80

40.10 31.2

35.0 36.0

MATCHLINE - SEE SHEET MATCHLINE

39.70 39.70 39.95 37.0

40.65 28.2 38.0

73 LF 24" RCP @ 0.10% 40.0 35.70 TOP EL. 39.94 STR. #8 P MANHOLE (4' DIA.) INV SW= 30.20 INV N= 30.20 INV S= 37.75 INV E= 36.45

39.80

35.60 11.5 40.15

40.70 35.80 71 LF 12" HDPE @ 0.28% 40.50 39.60 39.60 38.35 40.50 40.65 39.50

39.50 38.0 99 LF 24" RCP @ 0.10% 38.25

39.0 YARD DRAIN TOP EL. 37.95 STR. #28 INV W= 36.25 77 LF 12" HDPE @ 0.26% 40.25

40.00 40 39 40 38 39 36 37.0 37 33.8 35 39.40 31.2 40.15 28.2 36.0 39.35 39.85 40.00 35.0

11.5 34.0 YARD DRAIN TOP EL. 39.25 STR. #29 INV N= 37.55 = 33.1 = 33.1 = 32.7 = 32.7 40.35 2525 100100

41 TOB = 33.8TOB = 33.8 BOT = 11.5BOT = 11.5 41 NWL = 31.2NWL = 31.2 40 11.5 DHWDHW 40 DHWDHW LAKE L 18-D TOP EL. 39.63 STR. #7 C GTI INV SW= 30.30 INV NE= 30.30 4242

4141 40 38.0 56 LF 24" RCP @ 0.11% 40 3939 3838 28.2

37 BUFFER 30.0'

31.2 WETLAND 36.35

33.8

36.25 WETLAND 38.0

"46B" 38.0

36.10 = 33.2 = 33.2 = 32.6 = 32.6 2525 100100 BOT = 6.6BOT = 6.6 TOB = 33.7TOB = 33.7 NWL = 30.3NWL = 30.3 DHWDHW DHWDHW SILT FENCE

LAKE L 18-W

BUFFER

WETLAND 30.0'

7/26/2018 2:29:38 PM 2:29:38 7/26/2018 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220308.dwg Revision\Current Plans Construction 2\Drawings-Exhibits\223-22-03 Phase Amenity Lakes) (Artisan T:\Projects\223-22 CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS WALDROP ENGINEERING

EXIST. GRADE NW = 33.0 35.6 35.6 5' S/W 4:1 33.8 NW = 31.2 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 3.0' LAKE 18-C 4:1

DHW = 34.9 3.0' 100 30.0 LAKE 18-D DHW = 34.6 25 DHW = 33.1 28.2 100 2:1 DHW25 = 32.7

2:1 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected]

BOT = 2.5 BOT = 11.5

SECTION 1-1 N.T.S.

TYPE "D" CURB

EXIST. GRADE

36.0 NW = 33.0

4:1 3.0' LAKE 18-C-2 DHW = 34.9 30.0 100 DHW25 = 34.6 2:1

BOT = 20.0

SECTION 2-2 N.T.S. CROSS SECTIONS

TYPE "D" CURB

EXIST. GRADE

36.0 NW = 33.0 FSP / CONSTRUCTION PLANS FOR: 4:1 3.0' LAKE 18-C-1 DHW = 34.9 30.0 100 DHW25 = 34.6 2:1 ARTISAN LAKES ESPLANADE BOT = 20.0 AMENITY CAMPUS (REVISED)

SECTION 3-3 TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC N.T.S.

SPORTS COURT LAKE L-18C

4 4:1 EXIST. GRADE 4 WETLAND "47"

35.6 NW = 33.0

5' S/W 4:1 3.0' LAKE 18-C DHW = 34.9 30.0 100 DHW25 = 34.6 2:1

BOT = 2.5 REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 SECTION 4-4 N.T.S. 1 LAKE L-18D

1 PLAN REVISIONS

NOT TO SCALE 3 FLORIDA CERTIFICATE OF AUTHORIZATION #8636 2

WETLAND "46B"

2 WETLAND "15"

INGLENOOK TERRACE

CRAFTSMAN PARKWAY

SET NUMBER: 223-22-03 EXISTING LAKE #18W SHEET : 12 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220312.dwg 7/26/2018 2:29:50 PM $(+,??)

T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220313.dwg 7/26/2018 2:29:58 PM 1 FLORIDA CERTIFICATEOFAUTHORIZATION#8636 SHEET : SET NUMBER: PLAN REVISIONS REV01 - SUBMIT TO MANATEE COUNTY - 2018-07-26 FSP / CONSTRUCTION PLANS FOR: 1 06/13/18 REVISED PER COUNTY COMMENTS WALDROP NOT TOSCALE ARTISAN LAKES ESPLANADE ENGINEERING AMENITY CAMPUS (REVISED)

TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC CIVIL ENGINEERING & 223-22-03 LAND DEVELOPMENT CONSULTANTS

13 DRAINAGE DETAILS 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220313.dwg 7/26/2018 2:30:00 PM

VARIES, SEE PLAN

VARIES, SEE PLAN O.C. EACHWAY # 5BARS@8" A

8" * PIPE LENGTHANDSLOPESHALLBEFIELDADJUSTEDTOHAVEFLAREDENDMATCHFLUSHWITHLAKEBANK. 1. BARREL DISTORTIONVIDEOEQUIPMENTWITHLASERPROFILETECHNOLOGY,NON-CONTACTMICROMETER FOR PIPE48INCHESORLESSINDIAMETER,PROVIDETHEENGINEERAVIDEODVDANDREPORTUSINGLOW BRIDGE CONSTRUCTION: PLEASE BEADVISEDTHATPRIORTOACCEPTANCEOFPROJECTCOMPLETIONYOUNEEDCOMPLYWITH 8. 7. 6. 5. 3. MODIFIED GRATEINLET FLARED END* 4. 2. GRATE INLET CURB INLETTOP-TYPE9MODIFIED CURB INLETTOP-TYPE9 W/ SIDESLOTS W/ TYPEJORPBOTTOM W/ TYPEJORPBOTTOM AND ASSOCIATEDSOFTWARETHATPROVIDES: THE FOLLOWING JUNCTION BOX 8" PIPE DEFORMATIONMEASUREMENTS,LEAKS,DEBRIS,OROTHERDAMAGEDEFECTS. REPRESENTATIVE DIAMETEROFTHEPIPE. FLAT ANALYSISREPORT. DEFLECTION MEASUREMENTSANDGRAPHICALDIAMETERANALYSISREPORTINTERMSOFXY PIPE OVALITYREPORT. DEVIATION INPIPELINEANDGRADE,JOINTGAPS,MISALIGNMENT. AXIS. ACTUAL RECORDEDSEPARATIONMEASUREMENTOFALLPIPEJOINTS. ACTUAL RECORDEDLENGTHANDWIDTHMEASUREMENTSOFALLCRACKSWITHINTHEPIPE 4" STRUCTURE JUNCTION BOXDETAIL TYPE OF 8" DRAINAGE STRUCTURETABLE

IN ACCORDANCESECTION430OFTHEFDOTSTANDARDSPECIFICATIONSFORROADAND DRAINAGE PIPEVIDEOREQUIREMENTS SECTION A-A VARIES, SEEPLAN 22-1/4" COVER PLAN 24" DIA. RCP SEWER STORM 6" RCP REFERENCED ONPLAN RIM ELEVATIONAS FDOT INDEX270 FDOT INDEX200,214 FDOT INDEX200,214 SEE DETAIL SEE DETAIL SEE DETAIL REFERENCE O.C. EACHWAY # 5BARS@8" N.T.S. RING. CONCRETE ADJUSTMENT BRICK ORPRECAST USF 125, RECTANGULAR CASTIRONGRATE, USF 4170-6245, NONE USF 5130-6168, USF 5130-6016,NEENAHR-3067-L, OR APPROVEDEQUAL STRUCTURE SIZED TOFIT.USF6210OR OR APPROVEDEQUAL OR APPROVEDEQUAL OR APPROVEDEQUAL APPROVED EQUALFORMIN.2'x3' O.C. EACHWAY # 5BARS@6" RCP RCP WORDS "STORMSEWER" COVER, TYPE"M"WITHTHE USF #125RINGAND 2.) 1.) DESIGN NOTES: CASTING INCHES (2")MIN.COVER. OF 3,000PSI@28DAYS. ALL CONCRETESHALLHAVEACOMPRESSIVESTRENGTH ALL REINFORCINGSTEELASSHOWNSHALLHAVETWO GENERAL STRUCTUREDESIGNNOTES: 1. 5. 3. 2. 4. PRECAST STRUCTUREWALLSSHALLBE6"THICK(MIN.) INCHES OFCOVER. MINIMUM STRUCTURESIZESAREPERFDOTSTANDARDINDEX 200, TABLES3AND4. CAST-IN-PLACE STRUCTUREWALLSSHALLBE8"THICK(MIN.) 3,000 PSIIN28DAYS. ALL CONCRETESHALLHAVEACOMPRESSIVESTRENGTHOF ALL REINFORCINGSTEELSHALLHAVEAMINIMUMTWO A PROTECT CONTROLPANEL BE FIELDLOCATEDTO PAINT PIPETWOCOATSOF PIPE FILLEDWITHCONCRETE. 6" CLASS50DUCTILEIRON WHITE EPOXYENAMEL.TO CONCRETE BASE YARD DRAINDETAIL FINISHED GRADE A O.C. EACHWAY #5 BARS@8" O.C. EACHWAY #5 BARS@8" VARIES TEE

VARIES BOLLARD DETAIL 4" 8" 8" GRATE INLET MIN. SECTION A-A 3" 2'-6" DIA. SEE CHART PIPE SIZE) (SEE PLANFORPROPOSED APPROVED EQUIVALENT) ADS N-12(TYP.)(OR PLAN INV. EL. VARIES MIN. 3' N.T.S. RCP REFERENCED ONPLAN GRATE ELEVATIONAS MIN. 3" N.T.S. N.T.S. O.C. EACHWAY #5 BARS@8" 8" RISER CUTTOFINISHGRADE RISER TOREMAINPRIORFINISHGRADING 90° BEND NO. 4170-6245 USF FRAMEANDGRATE RING (MIN.OFTWORINGS) BRICK PRECAST CONCRETE ADJUSTMENT INLINE DRAINW/H-10GRATE& LOCKING DEVICE SPECIFICATIONS FORGRATESIZE) (SEE MANUFACTURER'S

RCP 3'-0" 3'-0" A FLORIDA CERTIFICATEOFAUTHORIZATION#8636 SHEET : SET NUMBER: PLAN REVISIONS REV01 - SUBMIT TO MANATEE COUNTY - 2018-07-26 FSP / CONSTRUCTION PLANS FOR: WALDROP NOT TOSCALE ARTISAN LAKES ESPLANADE ENGINEERING AMENITY CAMPUS (REVISED)

TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC CIVIL ENGINEERING & 223-22-03 LAND DEVELOPMENT CONSULTANTS

14 DRAINAGE DETAILS 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] EROSION AND SEDIMENT CONTROL PLAN IN ACCORDANCE WITH MANATEE COUNTY LAND DEVELOPMENT CODE CIVIL ENGINEERING & (SECTION 519, APPENDIX A-19)

1. DETAILS OF CONSTRUCTION SEQUENCING, DE-WATERING ACTIVITIES AND SUMP LOCATIONS, STOCKPILE AREAS AND/OR DEPOSITION AREAS

LAKE L-18C FOR EXCAVATED MATERIALS. LAND DEVELOPMENT CONSULTANTS A. DESCRIPTION OF LAND CLEARING/DISTURBING ACTIVITIES, EXISTING SITE CONDITIONS AND ADJACENT LAND USES/AREAS THAT MIGHT BE PROJECT AFFECTED BY LAND CLEARING/DISTUBANCES. THE SITE IS RELATIVELY FLAT AND IS SURROUNDED ON THE NORTH BY "63RD AVE.". THE EAST BY TUTTLE AVE., SOUTH BY RESIDENTIAL BOUNDARY SUBDIVISION AND WEST BY PROSPECT RD. CLEARING SHALL CONSIST OF STRIPPING TOPSOIL AS NECESSARY TO CONSTRUCT THE REQUIRED SITE IMPROVEMENTS. THE ENTIRE SITE WITH THE EXCEPTION OF THE EXISTING DITCH, WETLAND, WETLAND BUFFER AND TREES TO BE PROTECTED WILL BE WALDROP ENGINEERING B. IDENTIFICATION OF STOCKPILE AREAS AND/OR DEPOSITION AREAS FOR EXCAVATED MATERIALS.

EXCAVATED FILL MATERIAL WILL BE DEPOSITED ONSITE AS REQUIRED AND ANY EXCESS FILL FROM LAKE EXCAVATION WILL BE STOCKPILED ON-SITE AS DETERMINED BY THE SELECTED CONTRACTOR.

C. DESCRIPTION OF POTENTIAL ON-SITE PROBLEM AREAS SUCH AS STEEP GRADE CHANGES, HIGHLY ERODIBLE SOILS, AREAS ADJACENT TO WETLANDS, SURFACE WATER, OR UPLAND PRESERVATION AREAS.

THERE ARE NO STEEP GRADES PROPOSED. THERE ARE NO KNOWN ERODIBLE SOILS.

D. CONSTRUCTION SCHEDULING, INCLUDING THE EXPECTED STARTING AND STABILIZATION DATES.

CONSTRUCTION IS EXPECTED TO BEGIN IN APRIL 2014, WITH THE FOLLOWING ACTIVITIES: CLEAR AND GRUB CLEARING. PLACE EXCAVATED 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 FILL MATERIALS, INSTALL REQUIRED INFRASTRUCTURE, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTINGS IN 2014.

E. IDENTIFICATION OF DISTURBED AREAS WHERE CONSTRUCTION WILL NOT BE ONGOING, AND FINAL GRADE WILL NOT BE ACHIEVED WITHIN FOURTEEN (14) DAYS, AND AN INDICATION OF TEMPORARY STABILIZATION MEASURES.

THERE SHOULD NOT BE ANY DISTURBED AREAS WHERE CONSTRUCTION WILL NOT BE ONGOING. NO TEMPORARY STABILIZATION IS P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] WETLAND PROPOSED. HOWEVER, IF THIS DOES OCCUR, TEMPORARY STABILIZATION BY SEED AND MULCH WILL BE REQUIRED. "47" 2. DETAILS OF BEST MANAGEMENT PRACTICES AND FUGITIVE PARTICLE ABATEMENT METHODS.

30.0 2.5 A. DETAILS, DRAWINGS AND CROSS-SECTIONS OF EROSION AND SEDIMENT CONTROL DEVICES, IF DIFFERENT FROM THE APPROVED FINAL SITE PLAN/CONSTRUCTION PLANS, AND WHEN THEY WILL BE INSTALLED. 33.0 30.0 33.0 35.6 PLEASE REFER TO THIS SHEET FOR LOCATIONS OF SILT FENCE AND TURBIDITY BARRIER. PLEASE REFER TO SHEET #18 FOR DETAILS ON THE 35.6 PROPOSED EROSION AND SEDIMENT CONTROLS.

B. MAINTENANCE PROGRAM FOR EROSION AND SEDIMENT CONTROL DEVICES INCLUDING INSPECTION FREQUENCY AND MAINTENANCE FLOATING TURBIDITY ACTIVITIES. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.50 INCHES BARRIER (TYP) OR GREATER. 1 ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF THE REPORT. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE OR SYNTHETIC BALES WHEN IT HAS REACHED ONE-HALF THE HEIGHT OF THE FENCE OR SYNTHETIC BALE. SEDIMENT SHALL BE REMOVED FROM THE STORM DRAIN INLET OR CURB INLET SEDIMENT PROTECTION DEVICE AND RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF OF THE DESIGN DEPTH.

30.0' SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS,

WETLAND AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. THE SEDIMENT BASIN WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUFFER BUILT UP SEDIMENT WILL BE REMOVED. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM SITE SUPERINTENDENT FOR INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER.

C. HAUL ROUTES AND DETAILS OF APRON STABILIZATION AT INGRESS/EGRESS POINTS TO RIGHT-OF-WAY.

THE CONTRACTOR WILL USE PUBLIC STREETS FOR ACCESS TO AND FROM THE SITE. SOIL TRACKING PREVENTION SHOWN ON SHEET #18. LAKE L 18-C D. DETAILS/LOCATION OF EQUIPMENT WASHING AREA.

TOB = 35.6 EQUIPMENT WASHDOWN IS NOT ANTICIPATED. IF THIS DOES OCCUR, THE SILT BARRIER OR TURBIDITY BARRIER SHOULD CONTROL THIS. DHW100 = 34.9 42 DHW25 = 34.6 E. DETAILS OF FUGITIVE PARTICLE ABATEMENT METHODS. 44 NWL = 33.0 BOT = 2.5 42 THE CONTRACTOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1. FLORIDA ADMINISTRATIVE CODE, FROM THE CONSTRUCTION SITE BY TAKING ADEQUATE MEASURES MEASURES TO STABILIZE AFFECTED AREAS. A WATER TRUCK SHALL BE AVAILABLE TO WATER THE SITE AS NECESSARY TO PREVENT PARTICULATE FROM MIGRATING TO ADJACENT AREAS.

2.5

43 F. CONTRACTOR INFORMATION, INCLUDING A TWENTY-FOUR-HOUR, SEVEN-DAY CONTACT AND PHONE NUMBERS.

43 43

44 44

42 42

44 44

45 CONTRACTOR NOT SELECTED YET. 42 42 G. DETAILS OF THE DE-WATERING ACTIVITIES AND LOCATIONS, DRAWINGS AND CROSS-SECTIONS OF DE-WATERING SUMPS

FOR DRAINAGE BASINS OF LESS THAN (10) ACRES, SEDIMENT BASINS AND/OR SEDIMENT TRAPS ARE RECOMMENDED BUT NOT REQUIRED. AT A MINIMUM, SILT FENCE OF EQUIVALENT SEDIMENT CONTROLS ARE REQUIRED FOR ALL SIDESLOPES AND DOWNSLOPE BOUNDARIES OF THE 30.0 CONSTRUCTION AREA. AREAS THAT ARE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER FOR PERMANENT STORMWATER DETENTION PURPOSES (E.G., WET PONDS) SHOULD BE USED FOR SEDIMENT BASINS. THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT OVERSEES THE REQUIREMENTS OF DE-WATERING PERMITTING AND METHODS. 33.0

35.6 CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO SWFWMD FOR APPROVAL PRIOR TO DEWATERING ACTIVITIES. H. WATER QUALITY MONITORING PLAN AND MONITORING STATIONS 2.5 WATER QUALITY MONITORING IS NOT REQUIRED FOR THIS PROJECT.

1 NOTES 30.0

1. AFTER STAKING ESCP MEASURES, THE MANATEE COUNTY ENVIRONMENTAL REVIEW SECTION (ERS) STAFF MUST BE CONTACTED TO FSP / CONSTRUCTION PLANS FOR: 33.0 INSPECT THE STAKED LOCATIONS. BEST MANAGEMENT PRACTICES PLAN 35.6 2. AFTER THE INSTALLATION OF THE ESCP DEVICES HAVE BEEN COMPLETED, A SECOND INSPECTION BY ERS IS REQUIRED TO ENSURE ADEQUACY.

3. WHEN READY FOR INSPECTIONS PLEASE CONTACT ERS, AT 941-748-4501, EXT. 6204. YOU WILL BE NOTIFIED UPON COMPLETION OF THESE ARTISAN LAKES ESPLANADE

INSPECTIONS. AMENITY CAMPUS (REVISED)

33.8

31.2

28.2 BEST MANAGEMENT PRACTICES GUIDELINES TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC

1. INSTALL EROSION CONTROL DEVICES AROUND THE PROJECT BOUNDARY AND AS NEEDED TO PREVENT SOIL FROM LEAVING THE SITE.

11.5 2. EROSION CONTROL DEVICES WILL BE BUILT TO PREVENT SOIL FROM LEAVING THE SITE AND SHALL BE INSTALLED PRIOR TO ANY SITE GRUBBING AND/OR DEMOLITION.

3. STABILIZE ALL PERIMETER BERMS AND SLOPES TO PROTECT AGAINST EROSION.

4. WRAP INLET GRATES WITH FILTER FABRIC UNTIL THE DRAINAGE AREA DRAINING TO EACH INLET IS STABILIZED WITH EITHER PAVEMENT OR SOD.

5. MAINTAIN SILT FENCE, HAY BALES, FILTER FABRIC, AND ALL OTHER EROSION CONTROL DEVICES UNTIL STABILIZATION IS ESTABLISHED TO PREVENT SOIL FROM LEAVING THE SITE.

6. INSTALL ALL EROSION CONTROL DEVICES AS PER F.D.O.T. STANDARD INDEX 102 SERIES.

7. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, STABILIZE THE EFFECTIVE AREA BY USING WETTING OR OTHER ACCEPTABLE METHODS. LAKE L 18-C-1 36.0 40 8. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL TOB = 36.0 33.0 39 40 DEVICE. DHW100 = 34.9 38 DHW = 34.6 25 30.0 39 NWL = 33.0 36 9. REMOVE SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPE AFFECTED BY CONSTRUCTION ACTIVITIES ON THE SITE PRIOR TO COMPLETION OF 37 BOT = 20.0 33.8 CONSTRUCTION. 35 31.2 20.0 10. MAINTAIN ALL BERM ELEVATIONS DURING CONSTRUCTION. 28.2 11. LOCATION OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD CONDITIONS.

11.5 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO SAFELY STORE EQUIPMENT, FUEL, OIL, AND OTHER HAZARDOUS DEVICES IN A MANNER TO PREVENT GREASE, OILS, FUEL, AND OTHER HAZARDOUS SUBSTANCES FROM CONTAMINATING THE STORMWATER MANAGEMENT AND

LAKE L 18-D COLLECTION. REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26

TOB = 33.8 13. SILT FENCE SHOWN ON THESE PLANS SHALL BE INSTALLED ALONG THE JURISDICTIONAL LINE. IF THERE IS A BUFFER IMPACT, ALL SILT FENCE 4141 40 11.5 40 DHW100 = 33.1 SHALL BE INSTALLED AT THE TOE OF SLOPE AS SHOWN ON THESE PLANS. NO SILT FENCE SHALL BE INSTALLED IN PRESERVED WETLANDS DHW25 = 32.7 EXCEPT AS PROTECTION AROUND TEMPORARY IMPACTS. 4242 NWL = 31.2

BOT = 11.5 14. ALL LAKES SHALL BE SOD FROM CONTROL ELEVATION TO 2' BACK OF LAKE CONTROL LINE (TOP OF BANK). REVISED PER COUNTY COMMENTS 4141 4040 15. SOD A 2' WIDE STRIP BEHIND ALL CURBING AND EDGE OF PAVEMENT WHERE CURB IS NOT PRESENT. 3939 36.0 3838 28.2 3737 SILT FENCE (TYP) 16. SOD AROUND ALL INLETS, JUNCTION BOXES, ETC. AND GRASS ALL SWALES.

33.0 31.2 06/12/18 17. TO PROTECT OPERATOR / RESPONSIBLE AUTHORITY SHALL BE RESPONSIBLE FOR THE ROUTINE INSPECTION, MAINTENANCE, REPAIR AND

30.0 33.8 REMOVAL OF BMP DEVICES IN ACCORDANCE WITH CURRENT RULES AND REGULATIONS OF MANATEE COUNTY, THE SOUTHWEST FLORIDA PLAN REVISIONS WATER MANAGEMENT DISTRICT AND THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT PROGRAM. 1 WETLAND 20.0 18. SOIL TRACKING PREVENTION DEVICES TO BE LOCATED AS SHOWN ON PLANS AT ROADWAYS THAT CONNECT TO THE PROJECT. "46B" 0 25 50 100 30.0' LAKE L 18-C-2 1 19. AT ALL TIMES DURING CONSTRUCTION, PROPER MEASURES MUST BE TAKEN TO PROTECT THE SURFACE WATER MANAGEMENT SYSTEM. ALL WETLAND ROADWAY INLETS THAT RECEIVE SURFACE WATER RUN-OFF FROM CONSTRUCTION AREAS MUST BE PROTECTED FROM SILT AND OTHER SCALE IN FEET TOB = 36.0 BUFFER MATERIALS PER THE DETAILS ON SHEET #_18_. DHW100 = 34.9 FLORIDA CERTIFICATE OF AUTHORIZATION #8636 DHW25 = 34.6 20. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: NWL = 33.0 LAKE L 18-W BOT = 20.0 A. NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION TOB = 33.7 COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(A), F.A.C DHW100 = 33.2 DHW25 = 32.6 B. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN NWL = 30.3 ACCORDANCE WITH RULE 62-621.300(4)(A)PART III.C.2, F.A.C. BOT = 6.6 LEGEND C. THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(A)PART V.D.6, F.A.C. INGLENOOK TERRACE D. A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS.

SILT FENCE 21. THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR TO ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED DRAINAGE INLET PRIOR TO THE COMMENCEMENT OF DEWATERING. CRAFTSMAN PARKWAY PROJECT DRAINAGE PIPE FLOW DIRECTION 22. DEWATERING DISCHARGES SHALL BE DIRECTED TO ONSITE WET DETENTION LAKES UNLESS OTHERWISE APPROVED BY S.W.F.W.M.D. SILT FENCE (TYP) BOUNDARY SET NUMBER: 223-22-03

SHEET : 17 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220317.dwg 7/26/2018 2:30:17 PM T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220318.dwg 7/26/2018 2:30:23 PM TEMPORARY EROSIONAND SEDIMENTCONTROL (REF. FDOTINDEX102) N.T.S. SOIL TRACKING PREVENTIONDEVICE-TYPE A TEMPORARY SLOPEDRAINANDSODFLUME TURBIDITY BARRIERS (REF. FDOTINDEX103) (REF. FDOTINDEX100) (REF. FDOTINDEX106) N.T.S. N.T.S. N.T.S. FLORIDA CERTIFICATEOFAUTHORIZATION#8636 SHEET : SET NUMBER: PLAN REVISIONS REV01 - SUBMIT TO MANATEE COUNTY - 2018-07-26 FSP / CONSTRUCTION PLANS FOR: WALDROP NOT TOSCALE ARTISAN LAKES ESPLANADE ENGINEERING AMENITY CAMPUS (REVISED)

TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC CIVIL ENGINEERING & 223-22-03 LAND DEVELOPMENT CONSULTANTS

18 BEST MANAGEMENT PRACTICES DETAILS 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected]