HomeMy WebLinkAbout2021-Approved Site PlanVICINITY MAPLOCATION MAPCOVER SHEETC1C3C4C6C7C5UTILITY PLANGENERAL DETAILSEXISTING CONDITIONS PLANC2C8C9SITE PLANLANDSCAPE PLANDEMOLITION AND EROSION CONTROL PLANPAVING, GRADING AND DRAINAGE PLANSITEST. LUCIE BOULEVARDNORTH KINGS HIGHWAYIMMOKOLEE ROADSITEC10C11ENGINEEROWNER / APPLICANTARCHITECTSTAFFAN H. LUNDBERGARCHITECT, LLC3141 SEA HAWK LANEVERO BEACH, FL 32963PH:(772) 538-5130SECTION 25, TOWNSHIP 34S, RANGE 39EST. LUCIE COUNTY, FLORIDAJULY 2020MARKUS & ANNEMARIE PORTMANN 713 SHORE DRIVEVERO BEACH, FL 32963PH: (772) 569-0066INDIAN RIVER SPIRITSSITE IMPROVEMENTSSURVEYORC12EROSION CONTROL DETAILSGENERAL NOTES&LANDSCAPE SPECIFICATIONSLANDSCAPE DETAILSSHEETPROJECT: 20-0029DATE:AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
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RKnow what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREEC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:17 PM GREGGREEDINDEX OF DRAWINGS1835 20TH STREETVERO BEACH, FL 32960PH: (772) 569-0035MELBOURNE, FL - PH: (321) 253-1510FT. PIERCE, FL - PH: (772) 468-9055INDIAN RIVER SURVEY, INC.1835 20TH STREETVERO BEACH, FL 32960PH: (772) 569-7880Professional Surveying and MappingFUTURE USE UTILITY PLANC13UTILITY DETAILSLIFT STATION DETAILSC14C15C16OVERALL SITE PLANALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING, BEING AND SITUATED IN SECTION25, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND THIS TRACTBEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF SECTION 25,TOWNSHIP 34 SOUTH, RANGE39 EAST; THENCE NORTH 00°06'48" EAST, ALONG THE WEST LINE OF SAID SECTION 25; ADISTANCE OF 2655.28 FEET TO A POINT, THENCE NORTH 89°43'39" EAST, A DISTANCE OF70.98 FEET TO A POINT IN THE EAST RIGHT-OF-WAY LINE OF KINGS HIGHWAY AND THEPOINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT OF LAND; THENCE NORTH00°01'15" EAST, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID KINGS HIGHWAY, ADISTANCE OF 254.84 FEET TO A POINT; THENCE NORTH 89°46'12" EAST, A DISTANCE OF418.36 FEET TO A POINT, THENCE NORTH 00°01'15" EAST, A DISTANCE OF 416.79 FEET TO APOINT, THENCE NORTH 89°46'12" EAST, A DISTANCE OF 838.34 FEET TO A POINT, THENCESOUTH 00°01'16" WEST, A DISTANCE OF 670.20 FEET TO A POINT, THENCE SOUTH 89°43'39"WEST, A DISTANCE OF 1256.70 FEET TO THE POINT OF BEGINNING AND CONTAINING 15.350ACRES OF LAND MORE OR LESS.(OFFICIAL RECORD BOOK 3404 PAGE 1665)LEGAL DESCRIPTIONUTILITY DETAILSC17
C2GENERAL NOTES9/24/20201.THE CONTRACTOR IS ADVISED TO THOROUGHLY REVIEW THIS PLAN PACKAGE SO AS TO BE TOTALLY PREPARED TOPRESENT HIS BID PRICES IN THE CONTRACT DOCUMENTS. THE PLAN PACKAGE SUFFICIENTLY DELINEATES THE SCOPEAND INTENT OF THE ROADWAY WORK TO BE ACCOMPLISHED. IT WILL, THEREFORE, BE INCUMBENT ON THECONTRACTOR TO ADJUST HIS FEE DOLLARS TO REFLECT ANY AND ALL ITEMS WHICH MAY NOT BE CLEARLY OUTLINEDOR THOSE ITEMS WHICH MAY NOT BE INDICATED BUT WHICH ARE NECESSARY FOR THE SUCCESSFUL COMPLETION OFTHIS PROJECT WITHOUT ADDITIONAL COSTS TO THE OWNER.2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY AND FDOT STANDARDS AND SPECIFICATIONS.3.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHERUTILITIES IS BASED ON AVAILABLE RECORDS AND IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THECONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OFUNDERGROUND AND OTHER UTILITIES MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS RESPONSIBLE FOR THECOORDINATION OF UTILITY RELOCATION.4.CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE FIELD WITH UTILITY OWNER'S REPRESENTATIVE PRIOR TOCONSTRUCTION. UTILITY OWNERS INCLUDE, BUT ARE NOT LIMITED TO:CONSTRUCTION NOTES:ROADWAY SPECIFICATIONSGENERALIT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION" MOST CURRENT EDITION BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THATWHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATIONAND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDEPROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT.IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE APART OF THE STANDARD SPECIFICATIONS ALSO.ALL WORK SHALL BE IN WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATEAND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALLPERMITS AND LICENSES REQUIRED TO BEGIN WORK.THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING INSPECTIONS AND SHALLSUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF TWO YEARS FROM THE DATE OFPROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED ATTHE CONTRACTOR'S EXPENSE.GRADINGTHE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES INCLUDINGTYPICAL SECTIONS.ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS.STAKINGCONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR.STABILIZINGSTABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH ANDLIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS.(TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITYAS DETERMINED BY AASHTO T-180.BASE COURSETHE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 ORCEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS.LIMEROCK BASE AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTEDCOQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED BY AT LEAST 98% OF THE MAXIMUM DENSITY ASDETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT.PRIME AND TACK COATPRIME AND TACK COAT FOR THE BASE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARDSPECIFICATIONS.ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.)TYPE SP-9.5 ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITHSECTIONS 320, AND 330 OF THE STANDARD SPECIFICATIONS.TESTINGTHE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TOCONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BESUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS.THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS:A. SUBGRADE:1. FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET, ORCLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS.2. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHTBE NECESSARY.B. BASE:1. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET OR CLOSER AS MIGHTBE NECESSARY.ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 1 1/2 INCHES INSIDE THE LEFTEDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED.IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BEREWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESESPECIFICATIONS ARE MET.ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAILING TESTS SHALL BE PAID FOR BY THECONTRACTOR.CLEAN-UPTHE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THEPROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION.DRAINAGE SPECIFICATIONSSTORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THESTANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION.CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 3000 PSI.ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FYP = 40,000 PSI, AND SHALL BE HANDLED AND PLACED INACCORDANCE WITH ACI 318-71.PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THEMANUFACTURER'S SHOP DRAWINGS.STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THESTANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION.CONCRETEUNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETEINSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.CULVERT PIPESREINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 449 OF THE STANDARDSPECIFICATIONS.PRECAST CONCRETE DRAINAGE PRODUCTSALL PRECAST CONCRETE DRAINAGE PRODUCTS (INCLUDING BUT NOT LIMITED TO ROUND CONC. PIPE. ELLIPTICALCONC. PIPE, UNDERDRAINS, MANHOLES, INLETS, ENDWALLS, JUNCTION BOXES, THREE SIDED CONC. CULVERTS, ANDCONC. BOX CULVERTS) SHALL BE IN ACCORDANCE WITH SECTION 449 OF THE STANDARD SPECIFICATIONS.GROUNDWATERGROUNDWATER MAY BE ENCOUNTERED ON SITE. CONTRACTOR TO PLAN ACCORDINGLY.RECORD DRAWINGSCONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BEANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THECONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OFCULVERTS AND INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TOENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT.DRAINAGE SPECIFICATIONS (CONTINUED)INSPECTIONMINIMUM CONSTRUCTION INSPECTION CHECKPOINTSTHE ENGINEER SHALL BE NOTIFIED:1. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.2. PRIOR TO BACKFILLING ANY PIPE TRENCHES.3. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION.4. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL.5. UPON COMPLETION OF GRADING AND COMPACTION OF THE BASE MATERIAL AND PRIOR TO PRIMING.6. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.7. UPON COMPLETION OF CONSTRUCTION.CONSTRUCTION IN STREETS AND ROAD RIGHT-OF-WAYS1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER AGENCY WHICHMAY HAVE JURISDICTION.2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDADEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS.3. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL RECEIVE SOLID SOD.4. STREET RESTORATION TO BE DONE AS PER ST. LUCIE COUNTY STANDARDS.5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITYAUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS.6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHT-OF-WAYS SHALL MEET THE REQUIREMENTSOF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THESTATE AND ANY LOCAL AGENCY HAVING JURISDICTION.GENERAL NOTES:1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORECOMMENCING WORK.3. CONTRACTOR SHALL OBTAIN COPIES OF ALL REQUIRED PERMITS BEFORE COMMENCING WORK. CONTRACTORSHALL FAMILIARIZE HIMSELF OF ALL PERMIT CONDITIONS AND PERFORM ALL WORK AN ACCORDANCE WITHALL SAID CONDITIONS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALLCONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS.5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ST. LUCIE COUNTYORDINANCES.7. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB-GRADE AND BASE. TESTS SHALL BEPREPARED PER AASHTO T-180 METHOD.8. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. MAXIMUM SLOPE 3:1.9. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION.10. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS.11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", DATED 2019.12. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTORS BID SHALLINCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE.13. ALL INLETS SHALL HAVE A 6" MIN. SUMP BELOW LOWEST INVERT.14. EROSION CONTROL FENCING MUST BE IN PLACE PRIOR TO GRADING.15. PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE.16. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TORETURN IT TO EXISTING CONDITIONS OR BETTER.17. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT.18. CONTRACTOR SHALL ADJUST INLET/STRUCTURE OR CONNECTION LOCATION AS REQUIRED TO ENSUREPROPOSED STRUCTURES AND PIPES ARE IN PROPER ALIGNMENT AND MATCH SLOPE OF EXISTING PIPES ORCONNECTIONS.19. THIS PLAN CONTEMPLATES ACCESS CONNECTIONS TO ADJACENT ROADS AS SHOWN.20. FILL MATERIAL MAY NOT BE STOCKPILED HIGHER THAN SIX (6) VERTICAL FEET ONSITE PER ST. LUCIE COUNTYCODE.21. DIMENSIONS SHOWN ARE TO EDGE OF GUTTER OR PAVEMENT. RADII SHOWN ARE TO FACE OF CURB.22. ALL SIGNS SHALL BE MUTCD STANDARD.23. ALL PAVEMENT MARKINGS, EXCEPT PARKING STALL STRIPING, SHALL BE THERMOPLASTIC PER ST. LUCIECOUNTY REQUIREMENTS.24. THE USES PROPOSED AS PART OF THIS PLAN DO NOT REQUIRE A SUBMITTAL OF A RISK MANAGEMENT PLANPURSUANT TO U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS AND SHALL NOT EXCEED THEEPA'S RMP THRESHOLD QUANTITIES OF LISTED SUBSTANCES.25. WATER FOR FIRE FIGHTING PURPOSES SHALL BE INDICATED WITH A BLUE ROADWAY REFLECTOR, PLACE ONEFOOT OFF OF THE CENTERLINE OF THE ROAD FACING THE FIRE HYDRANT. THIS INCLUDES NEW AND EXISTINGSOURCES.26. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS, THERE SHALL BE NO UTILITY CONNECTIONS, METERBOXES OR VALVE BOXES IN EXISTING OR PROPOSED SIDEWALK OR DRIVEWAY AREAS.27. CONTRACTOR SHALL ADJUST INLET/STRUCTURE OR CONNECTION LOCATION AS REQUIRED TO ENSUREPROPOSED STRUCTURES AND PIPES ARE IN PROPER ALIGNMENT AND MATCH SLOPE OF EXISTING PIPES ORCONNECTIONS.28. ANY STATE AND FEDERAL PERMITS THAT MAY BE REQUIRED AS A RESULT OF LAND CLEARING ANDLANDSCAPING ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.29. CONTRACTOR IS RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION BY A LICENSEDSURVEYOR IN THE STATE OF FLORIDA.AT&T(888) 944-0447FLORIDA POWER & LIGHT3301 ORANGE AVENUEFORT PIERCE, FL 34947(800) 343-7941COMCAST CABLE(800) 288-8849ST. LUCIE COUNTY2300 VIRGINIA AVENUEFT. PIERCE, FLORIDA(772) 432-11505. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYSPRIOR TO EXCAVATION, AS REQUIRED BY THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT. NOTIFYSUNSHINE AT 811.6. UTILITIES ARE TO BE ADJUSTED BY UTILITY OWNER OR AS DIRECTED BY THE ENGINEER.7. SURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FORTHE PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OFTHE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIREOF THE ENGINEER IF ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TOBIDDING, AND IS TO MAKE HIS OWN DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.8. CONTRACTOR SHALL NOTIFY THE ENGINEER IF SOIL OR SUBSURFACE CONDITIONS UNSUITABLE FOR CONSTRUCTIONARE ENCOUNTERED.9. ALL EXCAVATED SOILS DEEMED SUITABLE AS FILL MATERIAL AS DETERMINED BY THE ENGINEER SHALL BE UTILIZED ONSITE BY THE CONTRACTOR AT HIS OWN EXPENSE. THE EXACT LOCATION OF DELIVERY ON SITE SHALL BE DETERMINEDBY THE ENGINEER. ALL EXCAVATED SOILS DEEMED UNSUITABLE SHALL BE DISPOSED OF BY THE CONTRACTOR AT HISOWN EXPENSE.10. ITEM IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES,PAVEMENT AND EXCESS EXCAVATIONS ARE TO BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL ANDPROPER MANNER AWAY FROM THE JOB SITE AT HIS OWN EXPENSE.11. IT SHOULD BE NOTED THAT THE OCCUPATIONAL SAFETY AND HEALTH ACT PROHIBITS THE OPERATING OF EQUIPMENTOR MACHINES CLOSER THAN TEN (10) FEET TO ENERGIZED ELECTRIC LINES RATES AT FIFTY KILOVOLTS OR BELOW.ALSO, NO EXCAVATION IS PERMITTED WITHIN FIVE (5) FEET OF POWER POLE FACILITIES.12. ALL IRONS AND MONUMENTS (P.R.M.'S) SHOWN ON PLANS, OR FOUND, SHALL BE PRESERVED. THOSE SHOWN INPROPOSED PAVEMENT SHALL BE PROTECTED WITH A CAST IRON VALVE BOX.13. ANY PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF A CORNER MONUMENT ISIN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR WILL NOTIFY THE ENGINEER.14. ALL EXISTING TREES WITHIN THE RIGHT OF WAY ARE TO BE REMOVED AS CLEARING AND GRUBBING UNLESS OTHERWISENOTED.15. WHEN REFERENCED TO, FDOT REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGNSTANDARDS,CURRENT EDITION.16. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO, OR BETTERTHAN, THAT NOW EXISTING.17. BACKFILL, GRADE AND SOD AS REQUIRED AROUND ALL NEW CONSTRUCTION AND ALL DEVELOPED LOTS TO PREVENTEROSION. SEED AND MULCH WILL ONLY BE ALLOWED TO RESTORE UNDEVELOPED LOTS AFFECTED BY CONSTRUCTIONOR AS DIRECTED BY THE ENGINEER.18. SODDING TO BE USED AT LOCATIONS AS DIRECTED BY THE ENGINEER.19. PROPERTY OWNERS AND BUSINESSES WITHIN THE AREA OF CONSTRUCTION SHALL BE GIVEN ACCESS TO THEIRPROPERTY AT ALL TIMES DURING THE PERIOD OF CONSTRUCTION.20. ALL MAILBOXES SHALL BE RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE U.S. POSTAL MAIL CARRIER.21. THE CONTRACTOR SHALL REMOVE, COVER OR OBLITERATE EXISTING ROADWAY SIGN AND PAVEMENT MARKINGS THATCONFLICT WITH THE CONSTRUCTION TRAFFIC CONTROL PLANS.22. CONTRACTOR TO PROTECT ALL SPRINKLER HEADS NOT IN CONFLICT WITH DESIGN AND RELOCATE ALL THOSE WHICHARE IN CONFLICT TO A LOCATION DETERMINED IN FIELD.23. SOD TWO (2) FEET MINIMUM ALONG SIDE PROPOSED EDGE OF PAVEMENT.24. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOUSPERMITS WHICH WILL BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION.25. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY DRAINAGE MEASURES AS REQUIRED TO ADEQUATELY DRAIN THEPROJECT AND ANY TEMPORARILY TRAVELED ROADWAYS. TEMPORARY DRAINAGE DESIGN, CONSTRUCTION ANDMAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY; HOWEVER, ALL SUCH MEASURES MUST BE APPROVED BY THEENGINEER.26. THE EXISTING SIDEWALK SHALL NOT BE DISTURBED UNLESS OTHERWISE NOTED.27. GRADES SHOWN ARE FINISHED GRADES.28. SAWCUT CONCRETE OR ASPHALT DRIVEWAYS AS REQUIRED FOR REPLACEMENT.29. ALL ABANDONED UTILITIES (INCLUDING PIPES, CABLES AND STRUCTURES) FOUND IN THE RIGHT OF WAYAND NOT SHOWN ON THE PLANS, ARE TO BE REMOVED AND PROPERLY DISPOSED OF AT THE EXPENSE OFTHE CONTRACTOR. THIS INCLUDES ALL EXOTIC PIPES LIKE ASBESTOS-CEMENT PIPE. COST TO BE INCLUDEDIN CLEARING AND GRUBBING ITEM.30. DRIVEWAY LOCATIONS AND WIDTHS ARE APPROXIMATE AND ARE TO BE ADJUSTED AS NECESSARY OR ASDIRECTED BY THE ENGINEER.31. BENCHMARK DATUM IN N.A.V.D. 1988.32. BACKFILL AND SOD AS REQUIRED BEYOND RIGHT OF WAY LINES ON INDIVIDUAL LOTS TO MAINTAINPOSITIVE DRAINAGE FLOW INTO CURB AND GUTTER.33. GRADE AND SOD SWALES TEN (10) FEET FROM PROPOSED DITCH BOTTOM INLETS AND MITERED ENDSECTIONS ON SIDE STREETS AS REQUIRED.34.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN(BASELINE) AND ℄ (CENTERLINE) CONSTRUCTIONTHROUGHOUT THE PROJECT.35. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE (SEQUENCE OF OPERATIONS) PRIOR TOTHE PRE-CONSTRUCTION MEETING.36. THE CONTRACTOR SHALL REMOVE DRIVEWAY APRONS AND DRIVEWAY CULVERTS AND SHALL MAINTAINROUGH GRADE FOR UTILITY MODIFICATIONS.37. ALL EXISTING SWALES SHALL BE PROTECTED BY THE CONTRACTOR. ANY DAMAGE TO THE SWALE LINESHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE.38. PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE INDIVIDUAL BID ITEMS SHALL BEINCLUDED IN THE CONTRACT PRICES FOR BID ITEMS.39. MAINTAIN A MINIMUM OF ONE (1) FOOT CLEARANCE BETWEEN POWER POLE AND EDGE OF SIDEWALK.40. WHEN ALL OTHER PERMANENT CONSTRUCTION IS COMPLETE, THE FINAL SURFACE COURSE SHALL BEPLACED.41. CONSTRUCTION OPERATIONS FOR PLACEMENT OF THE FINAL SURFACE COURSE SHALL BE LIMITED TO ADISTANCE, AS DIRECTED BY THE ENGINEER, THE CONTRACTOR CAN COMPLETE IN ONE (1) DAY.42. THE CONTRACTOR SHALL IMPLEMENT TEMPORARY PAVEMENT MARKINGS UNTIL THE FINAL SURFACECOURSE HAS CURED (MINIMUM THIRTY (30) DAYS AFTER FINAL SURFACE COURSE PLACEMENT). ANYTEMPORARY PAINTED MARKINGS PLACED ON THE FINAL.43. PAVEMENT TRANSITION SHALL BE MADE IN ACCORDANCE WITH PAVEMENT TRANSITION DETAIL.FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:18 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSFDEP SEPARATION CRITERIA:(1)HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER ORSTORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEASTTHREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER,STORM WATER, FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER62-610,F.A.C.(B)NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEASTTHREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ORPROPOSED VACUUM-TYPE SANITARY SEWER.(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIXFEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ORPROPOSED GRAVITY OR PREASSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMEDWATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCEBETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OFTHE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.(D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TENFEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGETREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2),F.S., AND RULE 64E-6.002, F.A.C.(2)VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES.(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUME-TYPESANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, ANDPREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT ISPREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARYSEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THEOUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT ISPREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALLBE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THEOTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL THE WATER MAINJOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORM WATERFORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND ATLEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, ORPIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.(3)SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES(A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE.(B)EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTOCONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE.(4)SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCEMAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C; AT LEAST THREE FEET, AND PREFERABLY TEN FEET,FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROMANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S.,AND RULE 64E-6.002, F.A.C.
KINGS HIGHWAY
EXISTING IMPERVIOUSSTABILIZED AREA(20,778 SF)EXISTING IMPERVIOUSSTABILIZED AREA(4,804 SF)EXISTINGWET PONDFLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C3 EX CONDITIONS PLAN.dwg 9/24/2020 1:16 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC3 EXISTING CONDITIONS PLAN
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREE1 inch = ft.( IN FEET )GRAPHIC SCALE0306030EXISTING CONDITIONS PLANSCALE: 1" = 30'5748';.')'0&EXISTING ASPHALTEXISTING CONCRETELEGENDEXISTING DITCHAREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
KINGS HIGHWAY
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOREMOVE EX. STORM PIPE& MITERED END SECTIONSXXXXXINSTALL SILT FENCE, TYP.INSTALL SILT FENCE, TYP.INSTALL INLET PROTECTION FENCINGREMOVE EXISTINGCOCONUT PALMEXISTING ASPALT PARKINGTO BE REMOVED, TYP.XXXXXXXXXXXXXXXXXXXREMOVE EX. FENCEEX. OAKSTO BE REMOVEDEX. OAKTO BE RELOCATEDEX. DRY POND TO BE MODIFIEDEX. DRY POND TO BE MODIFIEDEXISTING SIGN TOBE RELOCATED TOBE WITHIN DOTRIGHT-OF-WAYEX. OAKTO BE REMOVEDINSTALL INLET PROTECTION FENCINGOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOEXISTINGWET PONDOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOINSTALL SILT FENCE, TYP.FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C4 DEMO-EROSION PLAN.dwg 9/24/2020 1:16 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC4 DEMOLITION AND
EROSION CONTROL PLAN
9/24/20201 inch = ft.( IN FEET )GRAPHIC SCALE0306030DEMOLITION AND EROSION CONTROL PLANSCALE: 1" = 30'EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALTKnow what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREEMATCH LINE A-A
MATCH LINE A-A 1 inch = ft.( IN FEET )GRAPHIC SCALE0306030DEMOLITION AND EROSION CONTROL PLANSCALE: 1" = 30'OOPROPOSED SILT FENCEEXISTING DITCHAREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)AREA OF EXISTING ASPHALT TO BE REMOVEDOOOO
PROPOSED INLET PROTECTION FENCINGDEMOLITION NOTES:1. SEE LANSCAPE PLAN PACKAGE RE: TREE PROTECTIONREQUIREMENTS, MITIGATION, AND EXTENTS OF SPECIESREMOVAL.2. ALL EXOTIC AND INVASIVE SPECIES ARE TO BE REMOVED.3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ATTAINMENT OFALL DEMOLITION / LAND CLEARING PERMITS NECESSARY FORPROPOSED CONSTRUCTION.4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY / ALLEROSION CONTROL MEASURE AS PRESENTED ON THIS SHEETAND INCLUDED IN THE STORMWATER POLLUTION PREVENTIONPLAN (SWPPP).5. ANY EXISTING ON-WELLS LOCATED SHALL BE IDENTIFIED TO THEENGINEER OF RECORD FOR THE ACKNOWLEDGEDMENT OFAPPLICABLE USE OR PROPER ABANDONMENT.
C5EROSION CONTROL DETAILS9/24/2020N.T.S.SOIL TRACKING PREVENTION DEVICE DETAILCONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAYREACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT DUETO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOOD PLAINS HAVE BEENSHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENTCAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BODIES OF FLOOD PLAINS, REDUCETHE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISHSPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION ANDTHEREFORE, REDUCE PRIMARY PRODUCTIVITY.1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENTBARRIERS AND OTHER MEASURES INTENDED TO TRAPSEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANYLAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONALBEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE.2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TOMEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION ANDBE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCEOF EXISTING SURFACE MATERIAL ON BALANCE OF SITE.PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TOPREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATINGON TO ADJACENT PROPERTIES.3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BEAPPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTERFINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHINSEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINALGRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TOAREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THANONE YEAR.4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILESSHALL BE STABILIZED OR PROTECTED WITH SEDIMENTTRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FORTHE TEMPORARY PROTECTION AND PERMANENTSTABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL ASSOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ONDENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.PERMANENT VEGETATION SHALL NOT BE CONSIDEREDESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, INTHE OPINION OF THE REVIEWER, IS UNIFORM, MATUREENOUGH TO SURVIVE AND WILL INHIBIT EROSION.6.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHENSTRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONSIMMEDIATELY AFTER INSTALLATION.7. SURFACE RUNOFF FROM DISTURBED AREAS THAT ISCOMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THANOR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY ASEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNEDAND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATEDSEDIMENT LOADING FROM THE LAND-DISTURBING ACTIVITY.THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTOACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THEDISTURBED AREA TO BE SERVED BY THE BASIN.8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROLSTRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANYDAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILLSLOPES UNLESS CONTAINED WITHIN AN ADEQUATETEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPEDRAIN STRUCTURE.10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATEDRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORMDRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETSTHAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BEPROTECTED SO THAT SEDIMENT-LADEN WATER CANNOTENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEINGFILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATERCONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATEOUTLET PROTECTION AND ANY REQUIRED TEMPORARY ORPERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTHTHE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.13.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREATO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTIONOF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USEDFOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVERMATERIALS.14.WHEN A LIVE WATERCOURSE MUST BE CROSSED BYCONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSINGCONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZEDIMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.16.PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENTCONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDEDPURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/ORCONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALLSEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROLMEASURES SHALL BE IN WORKING CONDITION AT THE END OFEACH WORKING DAY.17.UNDERGROUND UTILITY LINES SHALL BE INSTALLED INACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TOOTHER APPLICABLE CRITERIA:A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BEOPENED AT ONE TIME.B. EXCAVATED MATERIAL SHALL BE PLACED ON THEUPHILL SIDE OF TRENCHES.C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BEFILTERED OR PASSED THROUGH AN APPROVEDSEDIMENT TRAPPING DEVICE, OR BOTH, ANDDISCHARGED IN A MANNER THAT DOES NOTADVERSELY AFFECT FLOWING STREAMS OR OFF-SITEPROPERTY.D. RESTABILIZATION SHALL BE ACCOMPLISHED INACCORDANCE WITH THESE REGULATIONS.18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECTPAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZETHE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVEDSURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLICROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BECLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENTSHALL BE REMOVED FROM THE ROADS BY SHOVELING ORSWEEPING AND TRANSPORTED TO A SEDIMENT CONTROLDISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLYAFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISIONSHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TOLARGER LAND-DISTURBING ACTIVITIES.19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESSHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITESTABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NOLONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBEDSOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARYMEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENTFURTHER EROSION AND SEDIMENTATION.20. PROPERTIES AND WATERWAYS DOWNSTREAM FROMCONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENTDISPOSITION AND EROSION.21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITHCONSTRUCTION OF EACH PHASE.22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOWTHE REQUIREMENTS IN INDEX NOS. 104 AND 105 OF FDOTROADWAY AND TRAFFIC DESIGN STANDARDS.23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANSTO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFICCONDITIONS.MINIMUM STANDARDS EROSION AND SEDIMENTATION CONTROL NOTES1.5 SEC. -1200 GAL./MIN./S.F.20 US SIEVE90%45 LBS.420 P.S.I.135 LBS.20%265 LBS.ASTM D-4491ASTM D-4491ASTM D-4751ASTM D-4355ASTM D-4533ASTM D-3786ASTM D-4833ASTM D-4632ASTM D-4632PERMITTIVITYFLOW RATEAPPARENT OPENING SIZEUV RESISTANCETRAPEZOID TEARMULLEN BURSTPUNCTUREGRAB TENSILE ELONGATIONGRAB TENSILE STRENGTHUNITSTEST METHODPROPERTIESMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE0.55 SEC. -140 GAL./MIN./S.F.40 US SIEVE80%120 LBS.800 P.S.I.120 LBS.20%300 LBS.ASTM D-4491ASTM D-4491ASTM D-4751ASTM D-4355ASTM D-4533ASTM D-3786ASTM D-4833ASTM D-4632ASTM D-4632PERMITTIVITYFLOW RATEAPPARENT OPENING SIZEUV RESISTANCETRAPEZOID TEARMULLEN BURSTPUNCTUREGRAB TENSILE ELONGATIONGRAB TENSILE STRENGTHUNITSTEST METHODPROPERTIESLOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEAANOTE:FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS, THE AREA SHALL BE SEEDED AND MULCHED.NOTE:ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH.SILT FENCE AND/OR HAY BALES (TYP.)19' MAX.STOCKPILE OFERODIBLE MATERIALSECTION A-ATURBIDITY BARRIER APPLICATIONSN.T.S.10' MAXIMUM SPACING WITH WIRESUPPORT FENCE, 6' MAXIMUMSPACING WITHOUT WIRE SUPPORTFENCEEXTRA STRENGTH FILTERFABRIC NEEDED WITHOUT WIREMESH SUPPORTNOTES:1. SILT FENCE SHALL BE PLACEDON SLOPE CONTOURS TOMAXIMIZE PONDINGEFFICIENCY.2. INSPECT AND REPAIR FENCEAFTER EACH STORM EVENTAND REMOVE SEDIMENT WHENNECESSARY. 9" MAXIMUMRECOMMENDED STORAGEHEIGHT.3. REMOVED SEDIMENT SHALL BEDEPOSITED TO AN AREA THATWILL NOT CONTRIBUTESEDIMENT OFF-SITE AND CANBE PERMANENTLY STABILIZED.ATTACH FILTER FABRICSECURELY TO UPSTREAM SIDEOF POSTFLOWSTEEL OR WOOD POST-36" HIGH MAX.3'MIN.FLOW4"X6" TRENCH WITHCOMPACTED BACKFILLPONDING HEIGHT3'MIN.FLOW34" MIN. DRAIN ROCK9" MAX.STORAGEHEIGHT8"PONDING HEIGHTSTEEL ORWOOD POSTTRENCH DETAILINSTALLATION WITHOUTTRENCHINGPRINCIPLE POSTPOSITION (CANTED 20°TOWARD FLOW)FILTER FABRICNOTE: SPACING FOR TYPE III FENCETO BE IN ACCORDANCE WITH CHART I,SHEET 1 OF 3 AND DITCHINSTALLATIONS AT DRAINAGESTRUCTURES SHEET 2 OF 3SECTIONELEVATION7'MAX.SILT FLOW20°+-OPTIONAL POSTPOSITIONSVERTICALFILTER FABRIC (INCONFORMANCE WITHSEC. 985 F.D.O.T.SPEC.)8"15"-18"1' MIN.4' MIN.POST OPTIONS:WOOD 2-1/2" MIN. DIA.WOOD 2"X4"OAK 1-1/2"X1-1/2"STEEL 1.33 LBS./FT. MIN.NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.)TYPE III SILT FENCESILT FENCE APPLICATIONSTYPE III SILT FENCEPROTECTION AROUND DITCHBOTTOM INLETSDO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARETO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.SILTFLOWTYPE IV SILT FENCESILT FENCE INLET PROTECTION2"X2" STAKEFABRICFABRICEXTENDS1'MIN.GATHEREXCESSAT CORNERSDROP INLETWITH GRATEFRAMECROSS BRACE2"X4" WOOD FRAME2"X4" WOOD FRAME5'15"MIN.18"MAX.5' MIN.(TYP.)VIEW OF FRAME WITHOUTSILT FENCEVIEW OF FRAME WITHSILT FENCESEDIMENT CONTROL DETAIL FORSTOCKPILING OF ERODIBLEMATERIALN.T.S.N.T.S.N.T.S.N.T.S. SOCK-PIPE OR ROCK BAGINLET FILTERN.T.S.N.T.S. POLY WATTLES ORGEOHAY CURB INLETFILTERLIMITS OF CLEARINGORANGE SAFETY FENCESILT FENCE6" MAX6" MAXWORK AREA6" MAXUPLAND BUFFER/CE LINESILT FENCESILT FENCE/ORANGE FENCE PLACEMENTDETAIL AROUND WETLANDSN.T.S.CONSERVATION EASEMENTNo Clearing or LandDisturbance Beyond This Sign!DO NOT REMOVE THIS SIGN4'-0"26" MIN.12"NOTE:1. SIGN MATERIAL SHALL BE PLASTIC OR METAL, ATTACHED TO4"x4" TREATED WOOD POST.2. CONSERVATION EASEMENT SHALL BE 3" HIGH LETTERS.3. ALL OTHER LINES OF TEXT SHALL BE 1" HIGH WITH 1" SPACINGBETWEEN LINES.4. SIGN SHALL HAVE WHITE BACKGROUND WITH CONTRASTINGCOLOR FOR THE LETTERING.CONSERVATION EASEMENT SIGNN.T.S.ROCK BAGROCK BAGPOLY WATTLEOR GEO HAYROCK BAGSN.T.S.INLET INSERT SEDIMENT CONTAINMENT SYSTEMDITCH INSTALLATIONSCL Median DitchSilt BarrierSilt BarrierSilt BarrierLimits Of ConstructionSod10' (Typ. )50' Max.SodCross Drain50' Max.50' Max.Endwall50' Max.Ditch50' Max.Limits Of ConstructionDitch Bottom Inlet50' Max.SodAT DRAINAGE STRUCTURES10 milPLASTICLININGSECTION A-AAANOTES:1. ACTUAL LAYOUT DETERMINED IN THE FIELD.2. THE CONCRETE WASHOUT SIGN SHALL BEINSTALLED WITHIN 30' OF THE TEMPORARYCONCRETE WASHOUT FACILITY.PLYWOOD, 4'X2'PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS(12" DIA.)WOOD POSTS(4"X4"X9')CONCRETEWASHOUTCONCRETE WASHOUT SIGNDETAIL (OR EQUIVALENT)CONCRETE & STUCCOWASTE MANAGEMENTPLANTYPE "ABOVE GRADE"N.T.S.SILTFENCESILTFENCE(TYP.)10 mil.PLASTICLINING10 mil.PLASTICLININGFLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTS
125'125'80'
80'125'125'80'
80'PROPOSED BUILDING 1CITRUCELLO PLANT10,000 S.F.PROPOSED BUILDING 2(FUTURE PHASE)ASSEMBLY PLANT10,000 S.F.5' CONC. SIDEWALK5' CONC. SIDEWALK
5' CONC. SIDEWALK15'LANDSCAPEBUFFER10'LANDSCAPEBUFFER10'LANDSCAPEBUFFERKINGS HIGHWAY
~~~~SCMH: 20SAMH: 20SBMH: 18SAMH: 20EXISTINGWET POND16181719.651919.651918171619.6519181716SBMH: 18EXISTING IMPERVIOUSSTABILIZED AREA(20,778 SF)EXISTING IMPERVIOUSSTABILIZED AREA(4,804 SF)LIMITS OF DEVELOPMENTLIMITS OF DEVELOPMENTLIMITS OF DEVELOPMENTFLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C6 OVERALL SITE PLAN.dwg 9/24/2020 1:15 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC6 OVERALL SITE PLAN
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREE1 inch = ft.( IN FEET )GRAPHIC SCALE05010050OVERALL SITE PLANSCALE: 1" = 50'EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALTEXISTING DITCHPROPOSED LIGHT POLE (BY OTHERS)AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)PROPOSED HEAVY DUTY CONCRETE
15'LANDSCAPEBUFFER10'LANDSCAPEBUFFER10'LANDSCAPEBUFFERKINGS HIGHWAY
& 10' SIDE SETBACK LINE (IL ZONING)25'FRONT BUILDING SETBACK LINE PER IL ZONING& 10' SIDE SETBACK LINE (IL ZONING)125'125'80'
80'125'125'80'
80'PROPOSED BUILDING 1CITRUCELLO PLANT10,000 S.F.F.F.E.= 21.50PROPOSED BUILDING 2(FUTURE PHASE)DISTRIBUTION CENTER10,000 S.F.F.F.E.= 21.505' CONC. SIDEWALK5' CONC. SIDEWALKTRUCKRADIUSR45'TRUCKRADIUSR45'TRUCKROUTETRUCKROUTETRUCK ROUTERELOCATED8' WIDEMETAL &STUCCOPROJECTSIGNSCMH: 20SAMH: 20SBMH: 18SAMH: 2016181719.651919.651918171619.651918171625' R / WDEDICATIONSBMH: 18PROPOSEDDRY DETENTION AREAPROPOSED DRY DETENTION AREA10'712.42'419.46'420.56'711.34'5'26'18'5'
5'26'44101110747.5' DIA. WALL SIGN(BY OTHERS)EXISTING IMPERVIOUSSTABILIZED AREA(4,804 SF)EXISTING IMPERVIOUSSTABILIZED AREA(20,778 SF)PROPOSED LIGHT POLE, TYP. (BY OTHERS)5' CONC. SIDEWALK 5' CONC. SIDEWALK
FTP-20-06 HC PARKING SIGN, SEE DETAIL SHEET C912" FTP-20-06 HC PARKING SIGN,SEE DETAIL SHEET C11WHEEL STOP, TYP.WHEEL STOP, TYP.438.54'15' X 30'LOADING ZONE15' X 30'LOADING ZONEBIKE RACK(BY OTHERS)EXISTING DUMPSTER LOCATION, PROVIDENEW CHAIN LINK FENCE ENCLOSURE W/ SCREENINGEXISTING 12'X30'LOADING ZONE18'18'
10'
26'355'PROPOSED LIGHTING, TYP. (SEE ARCHITECTURAL PLANS FOR DETAILS)R5'R5'52'(3) 12" TYPE 4 OBJECTMARKERS (OM4-1) 6' O.C.TYPE "F" CURB, TYP.TYPE "D" CURB, TYP.TYPE "D" CURB, TYP.TYPE "D" CURB, TYP.TYPE "D" CURB, TYP.TYPE "F" CURB, TYP.INSTALL 3' CURBTRANSITION14.33'12'12'14.33'10'
21.8'R35'R35'R3'R3'R5'R5'R3'R3'R3'FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C7 SITE PLAN.dwg 9/24/2020 1:15 PM GREGG
REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC7 SITE PLAN
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREE1 inch = ft.( IN FEET )GRAPHIC SCALE0306030SITE PLANSCALE: 1" = 30'PERMITS REQUIREDFLOOD ZONESITE ADDRESSTAX PARCEL I.D. NUMBER(S)OWNER/APPLICANTPROJECT INFORMATIONZONINGLAND USEENGINEERLEGAL DESCRIPTIONALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING, BEING AND SITUATED IN SECTION25, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND THIS TRACTBEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF SECTION 25,TOWNSHIP 34 SOUTH,RANGE 39 EAST; THENCE NORTH 00°06'48" EAST, ALONG THE WEST LINE OF SAID SECTION25; A DISTANCE OF 2655.28 FEET TO A POINT, THENCE NORTH 89°43'39" EAST, A DISTANCEOF 70.98 FEET TO A POINT IN THE EAST RIGHT-OF-WAY LINE OF KINGS HIGHWAY AND THEPOINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT OF LAND; THENCE NORTH00°01'15" EAST, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID KINGS HIGHWAY, ADISTANCE OF 254.84 FEET TO A POINT; THENCE NORTH 89°46'12" EAST, A DISTANCE OF418.36 FEET TO A POINT, THENCE NORTH 00°01'15" EAST, A DISTANCE OF 416.79 FEET TOA POINT, THENCE NORTH 89°46'12" EAST, A DISTANCE OF 838.34 FEET TO A POINT,THENCE SOUTH 00°01'16" WEST, A DISTANCE OF 670.20 FEET TO A POINT, THENCE SOUTH89°43'39" WEST, A DISTANCE OF 1256.70 FEET TO THE POINT OF BEGINNING ANDCONTAINING 15.350 ACRES OF LAND MORE OR LESS.(OFFICIAL RECORD BOOK 3404 PAGE 1665)SURVEYORST. LUCIE COUNTY MAJOR AMENDMENT TO A MINOR SITE PLANST. LUCIE COUNTY VEGETATION REMOVAL PERMITST. LUCIE COUNTY STORMWATER PERMITST. LUCIE COUNTY FIRE DEPT. REVIEWST. LUCIE COUNTY RIGHT-OF-WAYST. LUCIE COUNTY UTILITIESFPUA CONSTRUCTION REVIEWSFWMD PERMITFDEP WATER DISTRIBUTION PERMITFDEP WASTEWATER COLLECTION PERMITFDEP NPDES NOTICE OF INTENTDOH SEPTIC ABANDONMENT (BY CONTRACTOR)PARKING DATADRAINAGE STATEMENT3200 N. KINGS HIGHWAYFORT PIERCE, FLORIDA 34951MARKUS & ANNEMARIE PORTMANN713 SHORE DRIVEVERO BEACH, FLORIDA 32960PHONE (772) 569-0066MBV ENGINEERING, INC.1835 20TH STREETVERO BEACH, FLORIDA 32960PHONE (772) 569-0035INDIAN RIVER SURVEY, INC.1835 20TH STREETVERO BEACH, FLORIDA 32960PHONE (772) 569-78801325-233-0000-000-7ILMXDPROJECT DESCRIPTIONTHE PROPOSED PROJECT CONSISTS OF ADDING TWO (2) PRE-FABRICATEDSTRUCTURES EACH 10,000 SQ. FEET. THE FIRST BUILDING WILL HAVE AN OFFICE FORINDIAN RIVER SPIRITS MAIN PRODUCT, CITRUCELLO. THE SECOND BUILDING WILL BEUTILIZED AS STORAGE OF FINISHED PRODUCTS.ARCHITECTSTAFFAN H. LUNDBERG ARCHITECT, LLC1341 SEA HAWK LANEVERO BEACH, FLORIDA Z32963PHONE (772) 538-5130LATITUDELONGITUDE27°29'31" N80°23'47" WST. LUCIE COUNTY NOTES1. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL CATEGORY I LISTEDINVASIVE SPECIES SHALL BE ERADICATED FROM THE SITE.2. THE ISSUANCE OF COUNTY DEVELOPMENT PERMIT DOES NOT IN ANY WAY CREATEANY RIGHTS ON THE PART OF THE APPLICANT TO OBTAIN A PERMIT FROM A STATEOR FEDERAL AGENCY AND DOES NOT CREATE ANY LIABILITY ON THE PART OF THECOUNTY IF THE APPLICANT FAILS TO OBTAIN REQUISITE APPROVALS OR FULFILLTHE OBLIGATIONS IMPOSED BY A STATE OR FEDERAL AGENCY OR UNDERTAKESACTIONS THAT RESULT IN A VIOLATION OF STATE OR FEDERAL LAW.3. ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED BEFORECOMMENCEMENT OF THE DEVELOPMENT.WASTEWATER SOURCEPOTABLE WATER SOURCEST. LUCIE COUNTY UTILITIESFORT PIERCE UTILITIES AUTHORITY (FUTURE)(PER 5TH EDITION ITE PARKING GENERATION)REQUIREDEXISTING USESGENERAL LIGHT INDUSTRIAL (110) (10,522 SF)0.65 SPACES / 1000 SF OF GFA = 7 SPACESGENERAL OFFICE (710) (2,600 SF)1.84 SPACES/ 1000 SF OF GFA = 5 SPACESTOTAL EXISTING SPACES REQUIRED= 12 SPACESPROPOSED USESGENERAL LIGHT INDUSTRIAL (110)BLDG 1 (10,000 SF) 0.65 SPACES / 1000 SF OF GFA = 7 SPACESBLDG 2 (10,000 SF) 0.65 SPACES / 1000 SF OF GFA = 7 SPACESTOTAL PROPOSED SPACES REQUIRED= 14 SPACESTOTAL REQUIRED SPACES (EXISTING + PROPOSED)= 26 SPACESTOTAL REQUIRED HANDICAPPED SPACES (EXISTING + PROPOSED) = 2 SPACESPROPOSEDEXISTING PARKING = 45 SPACES (41 STANDARD, 3 PARALLEL, 1 HANDICAPPED)PROPOSED PARKING = 8 SPACES (4 STANDARD, 2 HANDICAPPED)TOTAL PROPOSED PARKING (EXISTING + PROPOSED) = 53 SPACES (45 STANDARD 3 PARALLEL, 3 HANDICAPPED)EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALT50' MAX.BUILDING HEIGHT:-OPEN SPACE:20'REAR YARD SETBACK:SIDE YARD SETBACK:25'FRONT YARD SETBACK:100'LOT WIDTH:20,000 SF LOT SIZE:BUILDING COVERAGE: REQUIRED (IL)PROPOSED50% 3.65% 668,864 SF254.84'711.34'420.56'88.60%24'-8"10'10'PREVIOUSLY APPROVED EXPANSION SITE DATATOTAL OPEN AREA= 592,490 SF= 88.60 %= 13.60 AcEXISTING SITE DATASITE AREA= 668,864 SF= 100.00 %= 15.35 AcTOTAL IMPERVIOUS AREATOTAL OPEN AREA= 77,596 SF= 591,268 SF= 88.40 %= 11.60 %= 1.78 Ac= 13.57 AcEXISTING COVERED CONCRETE AREAEXISTING BUILDING AREAEXISTING PAVEMENT AREA= 1,506 SF= 14,276 SF= 36,083 SF= 0.20 %= 5.41 %= 2.15 %= 0.03 Ac= 0.83 Ac= 0.33 AcEXISTING CONCRETE AREA= 149 SF= 0.02 %= 0.00 AcSITE AREA= 668,864 SF= 100.00 %= 15.35 AcEXISTING COVERED CONCRETE AREAEXISTING BUILDING AREAEXISTING PAVEMENT AREA= 1,506 SF= 14,276 SF= 36,083 SF= 0.20 %= 5.41 %= 2.15 %= 0.03 Ac= 0.83 Ac= 0.33 AcEXISTING CONCRETE AREA= 149 SF= 0.02 %= 0.00 AcPROPOSED BUILDING AREAPROPOSED PAVEMENT AREA= 10,000 SF= 2,563 SF= 0.40 %= 1.50 %= 0.06 Ac= 0.23 AcPROPOSED CONCRETE AREA= 687 SF= 0.07 %= 0.01 AcEXISTING 6" AGGREGATE ROCK AREA = 25,582 SF= 3.84 %= 0.59 AcEXISTING 6" AGGREGATE ROCK AREA= 25,582 SF= 3.84 %= 0.59 AcLIMITS OF DEVELOPMENT AREA= 86,560 SF= 12.96 %= 1.99 AcTOTAL IMPERVIOUS AREA= 76,374 SF= 11.40 %= 1.75 AcLESS 6" AGGREGATE TO BE REMOVED*=(-)14,472 SF =(-)0.33 AcEXISTING 6" AGGREGATE TO REMAIN= 11,110 SF= 1.69 %= 0.26 AcNET NEW IMPERVIOUS AREA= (-)1,222 SF =(-)0.03 Ac50' MAX.BUILDING HEIGHT:-OPEN SPACE:20'REAR YARD SETBACK:SIDE YARD SETBACK:25'FRONT YARD SETBACK:100'LOT WIDTH:20,000 SF LOT SIZE:BUILDING COVERAGE: REQUIRED (IL)PROPOSED50% 5.12% 668,864 SF254.84'711.34'419.46'82.26%24'-8"10'10'PROPOSED NEW CONSTRUCTION SITE DATATOTAL OPEN AREA= 550,202 SF= 82.26 %= 12.63 AcSITE AREA= 668,864 SF= 100.00 %= 15.35 AcEXISTING COVERED CONCRETE AREAEXISTING BUILDING AREAEXISTING PAVEMENT AREA= 1,506 SF= 14,276 SF= 36,083 SF= 0.23 %= 5.39 %= 2.13 %= 0.03 Ac= 0.83 Ac= 0.33 AcEXISTING CONCRETE AREA= 149 SF= 0.02 %= 0.00 AcPROPOSED BUILDING AREAPROPOSED PAVEMENT AREA= 20,000 SF= 18,310 SF= 2.74 %= 2.99 %= 0.42 Ac= 0.46 AcPROPOSED CONCRETE AREA= 2,756 SF= 0.41 %= 0.06 AcEXISTING 6" AGGREGATE ROCK AREA= 25,582 SF= 3.82 %= 0.59 AcLIMITS OF DEVELOPMENT AREA= 233,333 SF = 5.36 AcTOTAL IMPERVIOUS AREA= 118,662 SF= 17.74 %= 2.72 AcNET NEW IMPERVIOUS AREA= 41,066 SF = 0.94 AcTHE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PERFLOOD INSURANCE RATE MAP #12111C0160 J, DATED FEB. 16, 2012.THE PROPOSED STORM WATER MANAGEMENT SYSTEM SERVES TO EXPAND THE EXISTING DRYDETENTION POND SYSTEM, CURRENTLY SERVING THE DEVELOPED SITE, TO ACCOUNT FOR THEPROPOSED SITE IMPROVEMENTS= 34.88 %ST. LUCIE COUNTY UTILITIESFORT PIERCE UTILITIES AUTHORITY (FUTURE)EXISTING DITCHPROPOSED LIGHT POLE (BY OTHERS)AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)438.54'TRAFFIC STATEMENTCONSTRUCTION SCHEDULEBEGIN CONSTRUCTIONNOVEMBER 2020END CONSTRUCTIONAPRIL 2021PER ITE, 10TH EDITIONUSE: WAREHOUSINGBUILDING AREA USED = 10,000 SF10,000 SF/ 1,000 SF BLDG = 10 X 1.74 TRIPS = 17.4 TRIPS = 18 TRIPS9 ENTERING AND 9 EXITINGUSE: WAREHOUSINGBUILDING AREA USED = 10,000 SF10,000 SF/ 1,000 SF BLDG = 10 X 1.74 TRIPS = 17.4 TRIPS = 18 TRIPS9 ENTERING AND 9 EXITINGTOTAL TRIPS = 36TOTAL ENTERING = 18TOTAL EXITING = 18PROPOSED HEAVY DUTY CONCRETE
KINGS HIGHWAY
& 10' SIDE SETBACK LINE (IL ZONING)25'FRONT BUILDING SETBACK LINE PER IL ZONING& 10' SIDE SETBACK LINE (IL ZONING)125'125'80'
80'125'125'80'
80'PROPOSED BUILDING 1CITRUCELLO PLANT10,000 S.F.F.F.E.= 21.50PROPOSED BUILDING 2(FUTURE PHASE)DISTRIBUTION CENTER10,000 S.F.F.F.E.= 21.505' CONC. SIDEWALK5' CONC. SIDEWALKRELOCATED8' WIDEMETAL &STUCCOPROJECTSIGNSCMH: 20SAMH: 20SBMH: 18SAMH: 2016181719.651919.651918171619.651918171625' R / WDEDICATIONSBMH: 18PROPOSEDDRY DETENTION AREAPROPOSED DRY DETENTION AREA20.00±M.E.19.98±M.E.19.8019.8020.6020.1020.6020.1020.7320.9620.3620.9620.3620.2020.9120.4121.4521.3520.8521.1720.6721.4521.1720.6720.4921.4521.5021.5021.4021.4021.5021 LF 18"ADS N-12M.E.S.INV.= 16.0021.4521.1720.6720.6620.1619.91CONC. FLUMECONC. FLUMEDRAINAGE BASIN BOUNDARYDRAINAGE BASIN BOUNDARYDRAINAGE BASIN BOUNDARYDRAINAGE BASINBOUNDARYM.E.S. INV.= 16.00AA21.1421.4021.4020.9421.3520.8521.3520.8521.3520.8521.3520.8521.3520.8521.3520.8521.3520.8521.3520.8521.3520.8520.9120.4121.1720.6721.1720.6721.1720.6721.1720.6721.1720.6721.1720.6721.1720.67NOTE:ROOF DISCHARGE FROM BOTHBUILDINGS TO BE CONVEYEDTO STORMWATER TREATMENT SYSTEMCONTRACTOR TO GRADE DOWN4:1 MAX SLOPE TO EXISTING (TYP.)CONTRACTOR TO GRADE DOWN4:1 MAX SLOPE TO EXISTING (TYP.)CCB B
21.1521.1520.8520.8520.8520.8520.0719.5720.0719.5725 LF 18"ADS N-1221 LF 18" ADS N-12DS-1FDOT 425-024CURB INLETRIM EL.= 19.57S. INV.= 16.00N. INV.= 16.00DS-2FDOT 425-024CURB INLETRIM EL.= 19.57S. INV.= 16.00N. INV.= 16.00INSTALL 3' CURBTRANSITION20.4620.7221.3020.8021.3020.8021.3020.8021.3020.8021.3020.8021.3020.80DD
EE SECTION A-AN.T.S.EXISTINGGROUND19.319.919.616.0019.6520.7020.20F.F.E.= 21.5021.4020.9021.45BUILDING5'CONC.WALK44' PAVEMENT8'14.6'DRY DETENTION AREA 110'±4:1TYPE "F"CURB16.0019.654:1F.F.E.= 20.3219.85'EX. BUILDING14.6'EXISTINGGROUND16.0019.654:114.6'16.0019.654:114.6'20.7020.20TYPE "F"CURB20.7020.20TYPE "F"CURBMITEREDEND SECTION18" ADS N-127'2'13'2%20.4619.654:114.6'MITEREDEND SECTION18" ADS N-127'2'13'2%19.654:116.0016.0014.6'11.5'20.3'LPDRAINAGE BASIN BOUNDARY2'4:1MAX.MATCH EX.18.6±EX. SWALE4:1MATCH EX.18.5±EXISTINGGROUNDDRY DETENTION AREA 107±18" ADS N-1226' ASPHALT PAVEMENTDS-1DS-2DRY DETENTION AREA 41'±2'12.9'19.016.016.018.618.516.016.4SECTION B-BN.T.S.F.F.E.= 21.50BUILDINGDRAINAGE BASIN BOUNDARY21.5'18.120.54:1MAX.MATCH EX.18.3±SECTION C-CN.T.S.21.05'LPMATCH EX.18.5±EXISTINGGROUND4:18" WMSECTION D-DN.T.S.1.8'8.2'10'0.67'ASPHALTPAVEMENTLPMATCH EX.18.5±F.F.E.= 21.50BUILDING4:1MAX.21.0EXISTINGGROUND8" WMSECTION E-EN.T.S.10'FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C8 PGD PLAN.dwg 9/24/2020 1:14 PM GREGG
REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC8 PAVING, GRADING AND
DRAINAGE PLAN
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREE1 inch = ft.( IN FEET )GRAPHIC SCALE0306030PAVING, GRADING AND DRAINAGE PLANSCALE: 1" = 30'EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALT20.00PROPOSED GRADE20.00±M.E.PROPOSED GRADEMATCH EXISTINGMITERED END SECTIONM.E.S.EXISTING DITCHPROPOSED LIGHT POLE (BY OTHERS)AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)PROPOSED HEAVY DUTY CONCRETE
KINGS HIGHWAY
125'125'80'
80'125'125'80'
80'PROPOSED BUILDING 1CITRUCELLO PLANT10,000 S.F.F.F.E.= 21.50PROPOSED BUILDING 2(FUTURE PHASE)DISTRIBUTION CENTER10,000 S.F.F.F.E.= 21.505' CONC. SIDEWALK5' CONC. SIDEWALKRELOCATED8' WIDEMETAL &STUCCOPROJECTSIGNSCMH: 20SAMH: 20SBMH: 18SAMH: 2016181719.651919.651918171619.651918171625' R / WDEDICATIONSBMH: 18PROPOSEDDRY DETENTION AREAPROPOSED DRY DETENTION AREA5' CONC. SIDEWALKEXISTING IRRIGATIONWELL TO REMAININSTALL 87 LF 6"PVC SAN LATERAL@ 1.0% MIN.FOR DETAILS OF CONNECTIONTO BUILDING SEE ARCHITECTUALPLANSFOR DETAILS OF CONNECTION TO BUILDING SEEARCHITECTUAL PLANSEXISTINGWATER SERVICEENTRY LOCATIONCONNECT TO EX. CLEANOUTMIN EL= 19.77 (CONTRACTORTO VERIFY PRIOR TOCONSTRUCTION)INSTALL 10 LF 2" PVC WATER MAININSTALL 2" 90° BEND (TYP.)PORTIONS OF PAVEMENT &CONCRETE TO BE REMOVED & REPLACED IN KIND6' EASEMENT
INSTALL 334 LF 6" PVC SAN @ 1.6% MIN.SOLID INTERCEPTOR(BY OTHERS)FOR DETAILS OF CONNECTION TO BUILDINGSEE ARCHITECTUAL PLANSSOLIDINTERCEPTOR(BY OTHERS)FOR DETAILS OF CONNECTION TO BUILDINGSEE ARCHITECTUAL PLANSINSTALL 55 LF 6"PVC SAN LATERAL@ 1.0% MIN.INSTALL 7 LF 1"PVC WATER MAININSTALL 100 LF2" PE FORCE MAINAT MIN. 36" COVERINSTALL8"X1" CROSSINSTALL 1" METER & RPZINSTALL 1" METER & RPZPROPOSED LIFT STATIONTOP EL= 20.50INFLUENT INV.= 10.71(SEE DETAILS,SHEET C12)INSTALL 538 LF 8"PVC WATER MAININSTALL 123 LF 8"PVC WATER MAININSTALL 82 LF 8"PVC WATER MAININSTALL 153 LF 8"PVC WATER MAININSTALL 8"X2" TEE2" METER& RPZINSTALL 8" GV & PLUGINSTALL8"X6" REDUCERINSTALL FIREHYDRANTASSEMBLYEX. SEPTIC TANK & DRAINFIELDTO BE ABANDONED PER FACCHAPTER 64E-6 BY PLUMBINGCONTRACTORINSTALL 8" TEE8" G.V.INSTALL 2" TEE(2) 2" GV & PLUGINSTALL 150 LF 6" PVC SAN @ 1.6% MIN.EXISTINGSEPTIC AREAINSTALLCLEANOUTTOP= 20.08INV.= 19.21INSTALL 8" 90° BENDINSTALL 55 LF 2" PVC WATER MAININSTALL 52 LF 2" PVC WATER MAININSTALL47 LF 6" PVCWATER MAININSTALL 7 LF 1" PVC WATER MAININSTALL 27 LF 1"PVC WATER MAININSTALL 31 LF 1"PVC WATER MAININSTALL 8" TEE8" GV& 8"X4" REDUCERINSTALL 41 LF 6" PVCSAN @ 1.6% MIN.INSTALL 35 LF 6" PVCSAN @ 1.6% MIN.236857910INSTALL FDC& 18 LF 4" PVCINSTALL FDC& 18 LF 4" PVCINSTALL 26 LF 4" PVC FIRE LINE90° BENDINSTALL 7 LF 4" PVC FIRE LINE90° BENDINSTALL 4" DDCVINSTALL 32 LF 8" PVC WATER MAININSTALL 8"X4" TEEINSTALL 18 LF 4" PVC FIRE LINE90° BENDINSTALL 4" DDCV4INSTALLCLEANOUTTOP= 20.72INV.= 13.87SS-1RIM= 20.52NW. INV.= 13.21E. INV.= 13.11PROPOSED5'X5'TRANSFORMERPADPROPOSED4.5'X13'GENERATORPAD51.64'54
.
5
1
'EXISTINGWET PONDINSTALL 60 LF 8"HDPE WATER MAINBY DIRECTIONAL BOREINSTALL 12"X8"TAPPING SLEEVE& 8" VALVESAMPLE POINT #1INSTALL 4"X2"WET TAPASSEMBLY6' MIN. SEPARATIONEXISTING 4"SLCUD FMEXISTING 12"SLCUD WM6' EASEMENT
1INSTALL 235 LF 8"PVC WATER MAININSTALL 427 LF2" PE FORCE MAINAT MIN. 36" COVERINSTALL 8 LF 8"PVC WATER MAIN45° BEND45° BENDINSTALL 170 LF 8"PVC WATER MAINFLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C9 UTILITY PLAN.dwg 9/24/2020 1:13 PM GREGG
REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC9 UTILITY PLAN
9/24/20201 inch = ft.( IN FEET )GRAPHIC SCALE0306030UTILITY PLANSCALE: 1" = 30'EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALTKnow what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREEMATCH LINE A-A
MATCH LINE A-A 1 inch = ft.( IN FEET )GRAPHIC SCALE0306030UTILITY PLANSCALE: 1" = 30'EXISTING DITCHPROPOSED LIGHT POLE (BY OTHERS)AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)SAMPLE POINT LOCATIONSP-1PROPOSED HEAVY DUTY CONCRETE
KINGS HIGHWAY
125'125'80'
80'125'125'80'
80'PROPOSED BUILDING 1CITRUCELLO PLANT10,000 S.F.F.F.E.= 21.50PROPOSED BUILDING 2(FUTURE PHASE)DISTRIBUTION CENTER10,000 S.F.F.F.E.= 21.505' CONC. SIDEWALK5' CONC. SIDEWALKRELOCATED8' WIDEMETAL &STUCCOPROJECTSIGNSCMH: 20SAMH: 20SBMH: 18SAMH: 2016181719.651919.651918171619.651918171625' R / WDEDICATIONSBMH: 18PROPOSEDDRY DETENTION AREAPROPOSED DRY DETENTION AREAREMOVE PLUG &CONNECT TO 2" G.V.APPROXIMATE LOCATION OFFUTURE FPUA WMAPPROXIMATE LOCATION OFFUTURE FPUA FMFUTURE USE826± LF 2" PVC FMPOSSIBLEFUTURECONNECTIONPOINTPOSSIBLEFUTURECONNECTIONPOINT6' EASEMENT
FUTURE USE62 LF 8" PVC WMFUTURE USE25 LF 8" PVC WMFUTURE USE11 LF 8" PVC WM45° BEND,TYP. FUTURE USE13 LF 8" PVC WMREMOVE PLUG &CONNECT TO 8" G.V.FUTURE USE244 LF 8" PVC WM11PORTION OF PAVEMENTTO BE REMOVED & REPLACED IN KINDIF FM IS NOTDIRECTIONAL BORED121314RELOCATE GUY WIRESAS REQUIREDEXISTINGWET PONDPORTION OF FMTO BE ABANDONEDPORTION OF WMTO BE ABANDONEDFLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOlNEEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C10 UTILITY PLAN 2.dwg 9/24/2020 1:13 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSC10 FUTURE USE
UTILITY PLAN
9/24/20201 inch = ft.( IN FEET )GRAPHIC SCALE0306030FUTURE USE UTILITY PLANSCALE: 1" = 30'EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALTKnow what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREEMATCH LINE A-A
MATCH LINE A-A 1 inch = ft.( IN FEET )GRAPHIC SCALE0306030FUTURE USE UTILITY PLANSCALE: 1" = 30'EXISTING DITCHPROPOSED LIGHT POLE (BY OTHERS)AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)PROPOSED HEAVY DUTY CONCRETEALL FUTURE CONNECTIONS TO FPUALINES TO USE MOST CURRENT FPUADETAILS AND SPECIFICATIONS
CONSTRUCT 6" COQUINA ORLIME ROCK BASE COMPACTEDTO 98% MAX. DRY DENSITYPER AASHTO T-180 METHOD,ASPHALTIC CONCRETESTABILIZED SUBGRADE MIN. DEPTH6"6"1-1/2" TYPE SP-9.5LBR 40 MIX TO HOMOGENOUS MIXTURE.OF 12", COMPACTED TO 98% MAX. DRYDENSITY PER AASHTO T-180 METHOD,FLEXIBLE PAVEMENT SECTIONN.T.S.EXISTING SUB-GRADEEXISTING BASESAW-CUT AND TACKCOAT EXISTING EDGEEXISTING ASPHALTPROPOSED BASEPROPOSED SUB-GRADEPAVEMENT1'-0"PAVEMENT SAW-CUT AND BUTT JOINTN.T.S.PROPOSED ASPHALTON-SITE CONCRETE SIDEWALK DETAILN.T.S.MIN.4"VARIES (SEE PLAN)AWAY FROM BUILDING 2% MAXCONCRETE(f'c=3000 p.s.i.)SLOPE TO SWALE OR AWAY UNREINFORCED PER AASHTO T-180 METHODTO 98% MAX. DRY DENSITYLBR 40 MIN. COMPACTED6" STABILIZED SUB-GRADEMIX TO HOMOGENOUS MIXTURE.PRE-CAST CONCRETE WHEEL STOP DETAILN.T.S.SECTIONFRONT ELEVATION1'-0"4'-0"6'-0"1'-0"(2 REQUIRED)ANCHORING#4 DOWELS FOR#4 DOWEL7"1'-0"MIN.5"12"12"6"3'CURB TRANSITION DETAILN.T.S.C11GENERAL DETAILS9/24/2020HANDICAPPED RAMP AND PAVEMENT MARKING DETAIL5'4"4.53 S.F.NOTE:USE OF PAVEMENT SYMBOL INHANDICAPPED PARKING SPACESIS OPTIONAL. WHEN USED THESYMBOL SHALL BE 3' OR 5' HIGHAND WHITE IN COLOR.2.7 S.F.3'4"GENERAL NOTES1. CRITERIA FOR PAVEMENT MARKING ONLY, NOT CURB CUT RAMP LOCATIONS.FOR RAMP CRITERIA REFER TO FDOT STANDARD DESIGN INDEX #304, LATESTEDITION.2. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OFFEDERAL STANDARD 595a.3. CURB AND WHEELSTOP LOCATIONS SHALL BE AS PER DEPICTED ON THEPLANS.4. FOR ANGLED PARKING APPLICATIONS, REFER TO FDOT STANDARD DESIGNINDEX #17346, LATEST EDITION.N.T.S.6"WHITEBLUE2"6"SIDEWALKBLUEWHITE6"2"6"5'MIN.SIGNFTP-20-06 &FTP-22-06CURB CUT RAMP6" WHITEPERLOCALCODE12'MIN.12'MIN.PERLOCALCODE90°STANDARD SPACE PAVEMENT MARKINGHANDICAPPEDPAVEMENTSYMBOLFTP - 22-06FTP - 20-06GENERAL NOTES1. TOP PORTION OF FTP-20-06 SHALL HAVE A REFLECTIVE BLUE BACKGROUNDWITH WHITE REFLECTIVE SYMBOL AND BORDER.2. BOTTOM PORTION OF FTP-20-06 SHALL HAVE A REFLECTIVE WHITEBACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.3. THE SIGN SHALL BE PLACED A MINIMUM OF 3' FROM THE WHEEL STOP OR THEBACK OF CURB (WHERE APPLICABLE).1' x 6"1-1/2" RADII3/4" BORDER1" SERIES C LETTERSWHITE BACKGROUNDBLACK LEGEND & BORDERSIGNS USED AS PER FLORIDA STATUTESFTP - 20-06: PER FS 316.195512'-0" x 2" x 2" 12 GAUGEHOT DIPPED GALV.SQUARE POSTSIDEWALK ORNATURAL GROUND12"18"6"7'-0"3'-0"ALL LETTERS1" SERIES "C"R 1.5"1.5"6"1"1"1"1"1"1"1"1"1"1.5"12"6"2.7"6.6"2.7"1"1.5"1"1"1.5"0.5"HANDICAPPED SIGN DETAILN.T.S.18"8"6"R 2"6"FDOT TYPE 'D' CURBN.T.S.4" CONCRETESIDEWALK, 28 DAY 3000PSI, BROOM FINISHASPHALTICCONCRETELIMEROCK BASESTABILIZED SUB-GRADEWHEEL STOPSEE DETAILCONCRETE TO RUNFLUSH WITH ASPHALTCOMPACTED FILL(MIN 6"), 98% AASHTOT-180 DENSITYCONCRETE SIDEWALK ADJACENTTO ASPHALT PARKINGN.T.S.SEE DETAIL20'-0"6" STEEL BOLLARDFILLED W/CONCRETE3'D+2'D10'6"3'DRILL HOLES IN CONCRETE10'SLATS DETAIL8"MIN.TYPICAL DOUBLE SWING GATE W/SLATSCHAIN LINK FENCE DUMPSTER ENCLOSURE DETAILN.T.S.SEE DETAIL6" STEEL BOLLARDFILLED W/CONCRETE3'D+2'D10'6"3'DRILL HOLES IN CONCRETEDIVIDER WALL OPTIONAL10'(PER FDOT INDEX #310)(PER FDOT INDEX #17355)EXISTING CONTROL STRUCTURE DETAILN.T.S.0.25'BLEEDER DETAILBOT. EL. = 14.00BLEEDER EL. = 15.00GRATE EL. = 19.58TYPE "E" INLET0.25' DIA. BLEEDER15" CMPINV. EL.= 14.94FLORIDAREVISIONS DATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSSLOPE PER PLANVARIES6"2'-0"6"6"4"6"4"6"4"6"3'-0"6"6"ENERGYDISSIPATORSPAVING10'-0"EOPEOPAA24"6"12"6"8"7-1/2"(6" MIN.)R 2"R 3"R 3/4"FDOT TYPE 'F' CURBN.T.S.INV. EL. = 17.60TO BE INSTALLEDPROP/ 15" SLOT WEIRFDOT INDEX #425-024 CURB INLETN.T.S.RIM ELEV.5" UNREINFORCED CONCRETE(f'c=3000 p.s.i)6" STABILIZED SUBGRADE FBV OF 50p.s.i. COMPACTED TO 98% MAXIMUMDRY DENSITY PER AASHTO T-180METHOD MIX TO HOMOGENOUSMIXTURE.6" REINFORCEDCONCRETE FIBERCRETE(f'c=4000 p.s.i)12" STABILIZED SUBGRADE FBV OF 50p.s.i. COMPACTED TO 98% MAXIMUMDRY DENSITY PER AASHTO T-180METHOD MIX TO HOMOGENOUSMIXTURE.LIMEROCK OR COQUINABASE6x6 10/10 WWMREINFORCED ATMID-DEPTHASPHALTICCONCRETECONCRETE SIDEWALK ADJACENTTO PAVEMENT DETAILN.T.S.STABILIZED SUBGRADE1 #4 BAR CONTINUOUSSLOPE PER PLAN(2% MAX)1. CONTRACTOR TO PROVIDE HAND TOOLED TRANSVERSE AND LONGITUDINALCONTRACTION JOINTS @ 5'-0" O.C. MAX. 3/8" EXPANSION JOINTS @ 25'-0" O.C. MAX.2. IN LIEU OF WELDED WIRE FABRIC, FIBER MESH CONCRETE MAY BE USED.3. FINISH EDGE OF SIDEWALK WITH EDGING TOOL HAVING A RADIUS OF 1/2".MIN. 4" THICK CONCRETESIDEWALK, 28 DAY 3000 PSI,BROOM FINISHMIN. 6" COMPACTED FILL, 98%AASHTO T-180 DENSITYEXPANSION JOINTVARIES6"MIN.SEEPLANHEAVY DUTY CONCRETE DETAILN.T.S.REGULAR DUTY CONCRETE DETAILN.T.S.FDOT INDEX #522-002 SIDEWALK CURB RAMP DETAILSN.T.S.
C12UTILITY DETAILS9/24/2020FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTS
C13UTILITY DETAILS9/24/2020FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTS
C14LIFT STATION DETAILS9/24/2020FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARONBWOL.No. 55313STATE OFROFLADlRFORP lSSEANOlNEEENGLENSEClLAARON J. BOWLESFL. P.E. #55313ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:20 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSPVC 4" PVC @ RIGHT OF WAY30" MIN.INCREASERPVC" PRDISCHARGE LINEFRP VALVE BOXFIN GRADE PLUG VALVE 3,3402.41230/31-1/4"5-2/3"21.0021.0010.7110.219.719.218.717.211-1/4"x 2"22430302200481-1/41-1/44.411.42'87.92' PVC DISCHARGELINEVENTS.S. HINGES2" PVC DRAIN LINELIFT STATION PLANFIBERGLASS ACCESS HATCH & COVER (LOCKABLE)FIBERGLASS WET WELL PVC DISCHARGESCH 80 PVC UNION OR FLANGE FIBERGLASS VALVE BOXW/ QUICK CONNECT CPLG.EMERGENCY PUMP OUTEL. EL. FIELD INSTALLED INLET" 2ELECTRICAL CONDUITSKNOCKOUTS FOR(2-3) FIELD INSTALLEDEL. 2" SIZESLOPELIFTING BAILSS PUMP CONTRACTOR INSTALL GROUT 1.5:1PUMP DISCHARGE WITHSLIDE RAILS ( SCH 40 AISI 304SS PIPE)" 2" PVC VENTW/SCREENBRACKETCABLE HOLDING(S.S.)CABLESS LIFTINGWITH BOTTOM SLABCONCRETE GROUT AS REQ'DBY ENGINEER TO PREVENTFLOTATION3YDMAKE MONOLITHIC POURFILL BOX AS NEEDED WITHCONCRETE TO PROVIDEPROPER DRAINAGE & BALLASTCHECK VALVE SCH 80 PVC2' MIN. SEALING FLANGE" " 2" PVC DRAIN("P-TRAP") PLUG VALVE"T"" " ( X X D)EMERGENCY PUMP OUTW/ QUICK CONNECT CPLG." FIBERGLASS VALVE BOXINCREASERPVC LIFT STATION SECTIONCONCRETE BASE SLAB AS PER SPECIFICATIONS W/ # 4 REBAR 18" O.C.BASIN ANTI-FLOTATION FLANGE" REDUCED PRESSURE (RPZ) BACKFLOW PREVENTERTO BE INSTALLED IN WATER SUPPLY LINE TO LIFT STATION.LIFT STATION "FEBCO MODEL #825Y OAE"TO BE INSTALLED IN WATER SUPPLY LINE TO REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER2"3/4 GALV RISERSLEEVE REQUIREDITCH DISCONNECTCONTROL PANEL UNISTRUT (OR EQ.)3/4 HOSE BIBB GENERATOR RECEPTOR SW12" Ø x 24" DEEP0R CONC. AROUND POSTSTO WATER SUPPLYCONC. SLAB 48" Lx12" Wx10" DTO SERVICE LOCATION (VERIFY W/POWER CO.)GROUND RODELECTRICIANFIELD MOUNTED BYLIGHTNING ARRESTOR5'MAX2" GAL. PIPE OR EQUIV.POSTSTO PUMP NO. 1TO PUMP NO. 2WATER LEVEL CONTROLELECTRIC METER(CONTRACTOR LOCATE)(2)- 2" CONDUITS REQ'D FOR 2 HP PUMPSSEAL OFFS(3)- 2" CONDUITS REQ'D FOR 3 HP ANDLARGER PUMPS.(2")A3042 (O.A.E.)ELECTRICAL RISER NOTE:GRADEMODEL NO.-SCRCSRCTRFRETMAHAHSLA---START CAPACITOR (1Ø)RUN CAPACITOR (1Ø)START RELAY (1Ø)- CONTROL TRANSFORMER------FLOAT REGULATORELAPSED TIME METERALARM HORNALARM HORN SILENCERLIGHTNING ARRESTORPTS PUMP TERMINAL STRIPCOMPONENT LEGEND- OVERLOADO/LNRGRDFSRTS----NEUTRALRELAYSGROUNDFUSEREGULATOR TERMINAL STRIP-CIRCUIT BREAKERC/BMOTOR CIRCUIT PROTECTOR-MCP----MOTOR STARTERPUMP RUN INDICATORS-EMER GENERATOR RECEPTACLE--CONTROL CIRCUIT BREAKERMAIN CIRCUIT BREAKEREMERGENCY CIRCUIT BREAKER-- PUMP 1/PUMP 2OVERLOAD HEATERSMSRLEGRCCBMCBECBP1/P2OL--HAND-OFF-AUTOMATIC SWITCHDUPLEX GRND. FAULT RECEPT.PUMP AUTOMATIC ALTERNATOR-VOLTAGE/PHASE MONITORINCOMING POWER TERM. BLOCK-NEUTRAL TERM. BLOCK-HOAGFIALTVM/PMIPTBNTBsuitable bond between the glass reinforcement and the resin.1. Soil modulus of 700 psi.3. Luschers safety factor of 2.0.Material for the FRP shall be as follows:Resin: The resins used shall be a commercial grade unsaturated polyester resin.Reinforcing Materials: The reinforcing material shall be commercial grade "E" type glassin the form of mat, chopped or roving fabric, having a coupling agent that will provide a2. Soil density of 120 lbs/ftINSTALLATION - shall be in strict accordance with the manufacturer's instructions andrecommendations in the locations shown on the drawing.INSPECTION AND TESTING - A factory representative shall be provided for one (1) dayand shall have complete knowledge of proper operation and maintenance to inspect thefinal installation and supervise the test run of the equipment.Megger the motor. The pump motors shall be megged out prior to startup to ensure theinsulation of the pump motor/cable system is intact.3.01 Part 3 - Execution.3.02 Fillers and Additives: Fillers of any type shall not be utilized. Additives, such as thixotropicagents, catalysts, promoters, etc., may be added as required by the specific manufacturingprocess to be used to meet the requirements of this specification.The pump controls and pumps shall be checked for mechanical reliability and proper operation.CONTROL PANEL AND WETWELL, PER MANUFACTURER'S SPECIFICATIONS.7. ELECTRICIAN TO RUN TWO / THREE SEPARATE 2" CONDUITS(ONE EACH FOR HIGH & LOW VOLTAGES) PER ELECTRICAL CODE BETWEEN6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.*NOTES:1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED.2. DRAWING IS NOT TO SCALE.3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE.4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER.5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER.**DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL).10. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH*NOTES FOR ELECTRICIAN11. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANSFOR LOCKING.12. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION.13. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL.14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. AND INSIDE OF CONTROL PANEL.8. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METERAND CONTROL PANEL.9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL*HEATERN84NNN83NALHORNOHHO1111ALARMT'STATIN PUMPT'STAT2METPRLMCP2MCP1CTR-NNHORNALARMLIGHT28HIGHCTR-NPRLETAA181420161MIN PUMPPUMP 1PUMP 2NALARMLEVELR187SILENCE2828INCLUDED UNLESSR2R253873838MCP2MCP1CCBMCBCONTACTORSRSC & RCPTSSEAL LEAK 2N46452M1M41SEAL LEAK 14141NV, PH, 60HZ, 4W1111R2CCB(15A)GFIFS234135R12423621028HIGH LEVEL87632111112711OFFFR1FR3FR2LEADLAG2M1M12133427271111133434ALTVM13104124VAC100VA120VAC41FR4FR3LAG2 10HLAIN PUMP18P21PFR4T'STAT2814 208316 N 84NSEAL12SEAL1T'STAT23 PH SERVICESPECIFICALLY DELETED.RECEPTACLE1. SCHEMATIC DEPICTS EMERGENCY GENERATORNOTES:2. START/RUN CAPACITORS DELETED FORNEUTRALBLOCKGROUND LUGCTRECBALT.RELAYINPUT TERMINALSPOS. 1POS. 2120/24VVM/PMGROUNDRTSSUB PANEL LAYOUT "TYPICAL" N/SLUGSbe UL listed.The following shall be included:1. Flasher and alarm horn with silence alarm resetmounted on the outside of the enclosure2. Emergency generator receptacle (EGR) if required3. Lightning arrestor. A lightning arrestor shall be field mountedby electrician at the switch disconnect ahead of the control panelThe lightning arrestor shall meet or exceed the requirementsof ANSI/IEEE Std. C62.1-latest edition section 8.6.1. and 8.7.3. and2.03Pump lifting devices shall be made of AISI 304SS (min.) cable (1/4" min.) or 304SS chainFASTENER and APPURTENANCES - All fasteners, lifting cables, float cable bracket andSlide rails shall be SCH 40 AISI 304SS pipeAn aluminum slide/latch assembly shall be provided for holding the doors open on both4. Four float duplex system. The third float shall energizethe lag pump. The fourth float shall energize the alarm.5. Elapsed time meters. Non-resettable elasped time metersshall be mounted on the deadfront to indicate pump runtime.6. Phase/voltage monitor control device for protection of pumpmotors from either loss of phase (3Ø) or low voltage.appurtenances shall be made of AISI 304SS or other material inert to the highly corrosiveatmosphere of a sewage lift station. Hinges for the wet well and valve box shall be AISI304SS minimum.the wet well and the valve box.2.04 LA FIELD INSTALLED @ SWITCHLANL2L1DISCONNECTL1/L2/N/Grnd. TO CONTROL PANELof sufficient size, with safety factor to handle safely the specific pumps. AISI 304SS (min.)FRP PRODUCTS - The pump wetwell shall be manufactured of fiberglass reinforcedpolyester (FRP) of diameter and depth as shown on the lift station elevation detail. Thebasin/wetwell wall thickness shall be adequate for the depth of the tank to maintainstructural integrity in the followint condition:pump lifting bails shall be provided.EGRMCBECBVM/PM27O/LO/LPUMP 2PUMP 1C/BC/BMCP1MCP2RC2SC2SR21551SR1SC1 RC11T11T2 2T1 2T21M2M1W1RELECTRICIAN INPUT CONNECTION BLOCKFR2FR1LEADOFF11 27 11 1 11WITH GUARDALARM LIGHT2BP 2221B2R 2WP 1GENERATORRECEPTACLEHORNSILENCEHOUR METERh00001,00HOUR METERh00001,00HORNSEAL LEAK INDICATORSHOAsINTERLOCKCIRCUIT BREAKERETMsPUMPS RUN LIGHTS12OFFHAND AUTO HAND AUTOOFFPUMP ON12GFI RECEPT.DEAD FRONT LAYOUT "TYPICAL" N/SENCLOSURE - N.E.M.A. 3R AISI 304SSW/ALUMINUM DEAD FRONT CONSTRUCTIONAND LOCKING HASPDUPLEX PUMP CONTROL PANELSPECIFICATIONS_____ feet Total Dynamic Head (TDH). Pumps shall be capable of handling domesticPart 1 - General1. 01 Furnish and install two non-clog pumps to deliver _____ GPM against a total head ofNON CLOG PUMP SPECIFICATIONpumping unit. Pump discharge size shall be _____ inch. Pump, control system, and_____ VOLT/_____ PHASE/ 60 HERTZ. The motor shall be an integral part of thesewage with minimal maintenance. The motor shall be _____ HP, ____ RPM, Part 2 - Productswetwell shall be as noted on plans or approved equal, provided and manufactured byGerber Pumps, Inc.with an integrally built submersible type motor. The pump shall be mounted in the 2.01 PUMP - Pump shall be of the centrifugal non-clog type _____ Model _____ or equalSeal - Motor shall be protected by mechanical seal. Seal faces shall be lubricatedFRP basin in such a way that solids are fed in an up-flow direction to the impeller.All bolts, nuts, washers, lock washers, and machine screws shall be stainless steel. The deadfront shall be held closed by an easily opened locking device. All components2 Manual overload resets1 Duplex GFI convenience receptacle 1 Main circuit breaker (if EGR used)1 Emergency circuit breaker (if EGR used)2 Pump run indicator lights2 Hand-off-auto switches2 Two pole pump circuit protectors with on/off switch (1 Ø), three pole (3 Ø)1 Control/Convenience receptacle circuit breaker44.026.044.026.06.015PUMP SYSTEM MANUFACTURERndCHARTstF.L.A. TOTALa2 PUMP ONHIGH LEVEL ALARMINLET INVERTTOP OF WETWELLTOP OF VALVE BOXdcbaELEVATION 9.4-VOLTS/PHASEMIN.GPMFTGPMFTGPMF.L.A. PER PUMPBOTTOM OF WET WELLPUMPS OFF1 PUMP ONgfe121110987654321PUMP DATA CHARTPUMP CYCLE TIMEPUMP MODEL NO. R.P.M.HORSE POWERPRIMARY PUMP CAPACITYPRIMARY TDHSECONDARY PUMP CAPACITYSECONDARY TDHPEAK INFLUENT FLOW RATEFULL LOADAMP.ELECTRICAL1513PUMP DISCHARGE SIZE14IMPELLER DIA.MIN. DIA. SOLIDSABS LEVEL CONTROL BOTTOM EL. INLETPUMPS OFF EL. 2ND PUMP ON EL. 1ST PUMP ON EL. H.L.A. EL.TOP EL.INVERT EL.DIAGRAMPIR S20/2W 9.4(SPECIFICATIONS MAY DIFFER BASED ON MANUFACTURER)Motor - shall have two heavy duty ball bearings to support the pump shaft and takeradial and thrust loads. Ball bearings shall be designed for 50,000 hours B-10 life.Stator shall be heat shrunk into the motor housing. On single phase motors a linebreak overload shall be attached to the windings to stop the motor if the temperatureof the winding is more than 130°C. This overload will automatically reset when themotor cools to safe operating temperature. On three phase motors overcurrentprotection should be provided in the control panel. The common pump-motor shaftshall be of AISI 416 stainless steel.by the oil-filled motor housing above the seal. Faces shall be carbon and ceramicand lapped to a flatness of one light band. Seal faces of tungsten carbide are optional.Impeller - Shall be cast iron and of the 2 vane non-clog enclosed type capable ofpassing _____ " dia. solids.Vane inlet tips shall be carefully rounded to prevent stringy material from catching inthe vanes. Pump-out vanes shall be used on front and back shrouds and impellershall be dynamically balanced by grinding on shroud faces. Impeller shall be drivenby stainless steel shaft key and held in place with lock screw and washer.Impeller and motor shall lift off case as a unit without disturbing discharge piping.Pump Case - The volute case shall be cast iron and have a flanged center linedischarge. Discharge flange shall be _____ inch standard with bolt holes straddlingcenter line.Pump and Motor Casting - All castings shall be of high tensile cast iron and shall betreated with phosphate and chromate rinse. All fasteners shall be 304 stainless steel.Power Cables - Power cables shall be double sealed. Cable entry into cord cap shallbe sealed by a cord grip fitting. Individual wire entry into top of motor housing shall bebe sealed by a rubber compression sealing grommet.Insulation of power cable shall be type SOW/SOW-A.Duplex Pump Control Panel - Each non-clog pump control panel shall control two_____ HP, _____/ _____/ 60 Hz. non-clo pumps. The four float control system shalloperate on _______ service.24 voltThe enclosure shall be NEMA 3R, minimum 24" High, 20" wide, 8" deep, fabricated from AISI 304 stainless steel with provision for padlocking. The backpanel and hingeddeadfront shall be constructed of corrosion resistant T6065 alloy aluminum.The enclosure shall have external mounting feet to allow for wall mounting.mounted to or protruding through the deadfront shall be identified by lettering engravedin 2 ply phenolic engraving stock.The following components shall be mounted through the deadfront:The following shall be mounted to the backpanel:2 Motor circuit protectors providing single phase sensitivity and Class 10 ambient temperature compensated thermal overload protection as defined in NEMA Standards (Part ICS 2-222) and complying with IEC-292 and IEC-157-1 Standards. Definite purpose contractors are not acceptable.2 Start capacitors sized to match motor requirements, 1 Ø.2 Run capacitors sized to match motor requirements, 1 Ø.2 Start relays sized to match motor requirements, 1 Ø.1 24 volt control transformer1 Strip heater to prevent corrosion due to condensation8 Terminals for float connections2 Ground lugELECTRICIAN TO FIELD WIREgba12THRUaSEE ELEVATION CHART FOR ggcdefab109111113781413101111SEE PUMP DATA CHART FOR THRU114N/A GRINDER
15'LANDSCAPEBUFFER10'LANDSCAPEBUFFER10'LANDSCAPEBUFFERKINGS HIGHWAY
125'125'80'
80'125'125'80'
80'PROPOSED BUILDING 1CITRUCELLO PLANT10,000 S.F.F.F.E.= 21.50PROPOSED BUILDING 2(FUTURE PHASE)DISTRIBUTION CENTER10,000 S.F.F.F.E.= 21.505' CONC. SIDEWALK5' CONC. SIDEWALKRELOCATED8' WIDEMETAL &STUCCOPROJECTSIGNSCMH: 20SAMH: 20SBMH: 18SAMH: 2016181719.651919.651918171619.651918171625' R / WDEDICATIONSBMH: 18PROPOSEDDRY DETENTION AREAPROPOSED DRY DETENTION AREAQV2QV2SP6IA1± 264' LIMITS OF LANDSCAPE IMPROVEMENTS± 190' LIMITS OF LANDSCAPE IMPROVEMENTSQV2FB117SEE LANDSCAPEMATERIAL PLANTINGNOTE (TYP.)20' MIN.
TO OHW30' MIN.TO OHW20' MIN.15'x15' VISIBILITYTRIANGLEIA1IA1GL1GL1PROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 45 LF± 112 SF SODPARKING AREAINTERIORLANDSCAPE AREAPROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 40 LF± 180 SF SODPARKING AREAINTERIORLANDSCAPE AREA± 180 SF SODPARKING AREAINTERIORLANDSCAPE AREAPROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 45 LFSP7IA1SP8GL1FB80QV1SP3GL1SP3FB69EXISTING 24" OAK TOSERVE AS END OFROW PARKING TREEFB23IA1IA1EXISTINGRELOCATEDLIVE OAKQV1CP11QV1GL1PROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 60 LF± 223 SF SODPARKING AREAINTERIORLANDSCAPE AREAPROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 60 LF± 223 SF SODPARKING AREAINTERIORLANDSCAPE AREAIA1IA1± 280 SF SODPARKING AREAINTERIORLANDSCAPE AREA± 280 SF SODPARKING AREAINTERIORLANDSCAPE AREAPROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 64 LFPROVIDE ROOT BARRIERSYSTEM AT ISLANDPERIMETER ± 64 LFSOD LANDSCAPEBUFFER AS NEEDED(TYP.)EX. OAKSTO BE REMOVEDEX. OAKTO BE RELOCATEDEX. OAKTO BE REMOVEDTHESE TREES ARE BEING PRESERVED ON-SITETHESE TREES ARE BEINGPRESERVED ON-SITEFB150IA63 OAKS OFF EDGETO MEET MITIGATIONCP11MC10W / 3 FT.RADIUS OFLANDSCAPEAREA PERLDC 9.02.01DC15LANDSCAPE PLAN
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREE1 inch = ft.( IN FEET )GRAPHIC SCALE0306030LANDSCAPE PLANSCALE: 1" = 30'EXISTING ASPHALTEXISTING CONCRETEPROPOSED CONCRETELEGENDPROPOSED ASPHALTAREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)1. BUFFERSWEST PROPERTY LINE (SLC LDC SECTION 7.09.04(A))REQUIRED:15' WIDE BUFFER ALONG KINGS HIGHWAY (WEST P.L.)± 255 LF - 29 LF DRIVEWAY = ± 226 LF1 TREES PER 30 LF = 8 TREESCONTINUOUS HEDGE PROVIDED:15' WIDE BUFFER ALONG KINGS HIGHWAY (WEST P.L.)TREES := 8 TREES3 EXISTING AND 6 PROPOSED PALMS (3 TREES @ 3:1) ,1 EXISTING RELOCATED OAK AND 3 PROPOSED OAKS1 PROPOSED GUMBO LIMBOSHRUBS= EXISTING WAX MYRTLE HEDGE TO BE AUGMENTED WITH 92 ADDITIONAL FIREBUSH TO PROVIDE A CONTINUOUS HEDGENORTH PROPERTY LINE (SLC LDC SECTION 7.09.04(b))REQUIRED:10' WIDE LANDSCAPE BUFFER ALONG NORTH P.L.± 190 LF (WITHIN LIMITS OF DEVELOPMENT)1 TREE PER 30 LF = 7 TREESHEDGE 4' HIGH AT PLANTINGPROVIDED:10' WIDE LANDSCAPE BUFFER ALONG NORTH P.L.TREES : = 7 TREES7 PROPOSED TREES (1 GUMBO LIMBO 1 HOLLY AND 15 PALMS @ 3:1)4' HIGH HEDGE (80 FIREBUSH)SOUTH PROPERTY LINE (SLC LDC SECTION 7.09.04(b))REQUIRED:10' WIDE LANDSCAPE BUFFER ALONG SOUTH P.L.± 263 LF (WITHIN LIMITS OF DEVELOPMENT)1 TREE PER 30 LF = 9 TREESHEDGE 4' HIGH AT PLANTINGPROVIDED:10' WIDE LANDSCAPE BUFFER ALONG SOUTH P.L.CANOPY TREES: = 9 TREES9 PROPOSED TREES (4 OAKS, 2 HOLLIES, 1 GUMBO LIMBO AND 6 PALMS @ 3:1)4' HIGH HEDGE (117 FIREBUSH)TOTAL REQUIRED THIS SECTIONTREES 24SHRUBS CONTINUOUS HEDGE (4' H. AT NORTH AND SOUTH PROPERTY LINES)TOTAL PROVIDED THIS SECTIONTREES 24 (1 RELOCATED TREE, 13 PROPOSED TREES, 3 EXISTING AND 27 PROPOSED PALMS)SHRUBS289 SHRUBS + EXISTING SHRUBS FORMING A CONTINUOUS SCREEN (4' HIGH AT NORTH AND SOUTH PROPERTY LINES)2. PARKING AND OTHER VEHICULAR USE AREA INTERIOR LANDSCAPE(SLC LDC SECTION 7.09.04(c))REQUIRED:1 SF OF LANDSCAPING PER 18 SF OF PARKING AND VEHICULAR USE AREAMINIMUM OF 180 SF IN SIZE WITH A 10' MINIMUM WIDTH1 TREE PER ISLAND18,310 SF OF PARKING AND VEHICULAR USE AREA18,310 SF / 18 SF = 1,017 SF LANDSCAPING AREA REQUIRED7 PARKING ISLANDS = 7 TREES REQUIREDPROVIDED:1,478 SF OF LANDSCAPE AREA PROVIDEDTREES : = 7 TREES 7 PROPOSED TREES (2 GUMBO LIMBO, 2 SABAL PALM AND 3 HOLLY)LANDSCAPE CALCULATIONSQV1SPECIESQUANTITYCALLOUT SYMBOL LEGEND3200 N. KINGS HIGHWAY713 SHORE DRIVEMARKUS & ANNEMARIE PORTMANNVERO BEACH, FLORIDA 32963FORT PIERCE, FLORIDA 34951SITE ADDRESSOWNER/APPLICANTSITE INFORMATIONENGINEERPHONE (772) 569-0035VERO BEACH, FLORIDA 329601835 20TH STREETMBV ENGINEERING, INC.1325-233-0000-000-7TAX PARCEL I.D. NUMBER(S)ZONINGLAND USECG & AR-1MXDSURVEYORPHONE (772) 569-7880VERO BEACH, FLORIDA 329601835 20TH STREETINDIAN RIVER SURVEY, INC.PHONE (772) 569-0066ARCHITECTPHONE (772) 538-5130VERO BEACH, FLORIDA 32963STAFFAN H. LUNDBERGARCHITECT, LLCLANDSCAPE MATERIAL PLANTING NOTE:IN AREAS OF EXISTING COARSE AGGREGATE ROCK (6" THICK) WHERE NEW LANDSCAPE MATERIAL IS TO BE PLANTED; COMPLETELY REMOVE AGGREGATEROCK, AND PLANT PROPOSED LANDSCAPE MATERIAL PER LANDSCAPE DETAILS AND SPECIFICATIONS ON SHEETS C14 & C15.PARKING AREA INTERIOR LANDSCAPE AREAFDOT RIGHT-OF-WAY DEDICATION NOTE:FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) REQUIRES ADDITIONAL 25' RIGHT-OF-WAY DEDICATION, FOR FUTURE ROADWAY AND SWALEIMPROVEMENTS. ALL EXISTING LANDSCAPE MUST BE REMOVED FROM THE DEDICATED AREA AND RELOCATED IN THE NEW BUFFER.LIMITS OF CONSTRUCTIONTOTAL REQUIRED (ALL SECTIONS)CANOPY TREES 29SHRUBS CONTINUOUS HEDGE (4' H. AT NORTH AND SOUTH PROPERTY LINES)TOTAL PROVIDED (ALL SECTIONS)CANOPY TREES 29 (1 EXISTING TREES, 18 PROPOSED TREES, 3 EXISTING AND 27 PROPOSED PALMS)SHRUBS311 SHRUBS + EXISTING SHRUBS FORMING A CONTINUOUS SCREEN (4' HIGH AT NORTH AND SOUTH PROPERTY LINES)TREE PROTECTION NOTES:(A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BEFOREAND DURING CONSTRUCTION ACTIVITIES.(B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTINGTREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE.(C) INSTALLATION OF FENCES AND WALL SHALL TAKE INTOCONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES.(D) FENCE/ BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALLTREES OR GROUPS OF TREES TO BE PRESERVED. FENCE SHALL BEMAINTAINED DURING CONSTRUCTION.LAND CLEARING NOTES:(A) ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THESTABILIZATION OF BANKS OR EXISTING CANALS, DITCHES OR NATURALWATERCOURSES SHALL BE RETAINED.(B) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE SHALL BEREMOVED IN CONJUNCTION WITH ANY SITE DEVELOPMENT.(C) ANY ABANDONED FLOW WELLS EXISTING ON SITE SHALL BE PLUGGEDIN CONJUNCTION WITH SITE DEVELOPMENT.* COCONUT PALMS APPEAR TO BE NEWLY PLANTED AND ARE AN EXOTICSPECIES AND THEREFORE DO NOT COUNT TOWARDS MITIGATION FORREMOVAL OR CREDIT. THEY ARE LISTED HERE SOLELY TO ALERTTHE CONTRACTOR TO THEIR PRESENCE.** ONLY 12" DBH AND LARGER TREES MAY BE COUNTED TOWARDS PRESERVATION/ MITIGATION. SMALLER DBH TREES ARE LISTED FOR REFERENCE ONLYTREE TOTAL DBH = 238 (12" DBH AND ABOVE)MINUS DBH OF TREES TO REMAIN (226) (12" DBH AND ABOVE)TOTAL DBH OF DBH REQUIRING MITIGATION = 12PALMS TOTAL = 30TOTAL PALMS REQUIRING MITIGATION =0MITIGATION REQUIRED12" @ 2:1 RATIO = 24" DBH MITIGATION280" PRESERVED ONSITE = 560" MITIGATION CREDIT24" - 560" = 536" DBH CREDIT REMAINING31 PALM CREDIT REMAININGFEE REQUIREMENTS = N/ATREE MITIGATION CALCULATIONSEXISTING DITCHPROPOSED LIGHT POLE (BY OTHERS)FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C15 LANDSCAPE PLAN.dwg 9/24/2020 1:12 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS
3200 NORTH KINGS HIGHWAY
C16LANDSCAPE DETAILS
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREEPLAN/SECTION±18"POOR DRAINAGE CONDITION NOTE:8.WATER TABLE. (DEPTHVARIES)7.BACKFILL WITH 1/2" -3/4" GRAVEL.5.SLOPE BOTTOM TODRAIN4.12" CLEAN SAND,COMPACTED. ADJUSTLAYER THICKNESS SOTOP OF ROOTBALL ISAT LEAST 1" ABOVEFINISHED GRADE.6.±18"∅ AUGURED HOLEPENETRATE THROUGHOCCLUDING LAYER TOWATER TABLE OR TO ADEPTH OF 7' TOASSURE PROPERPERCOLATION.±48"±36"FOR A PARKING ISLANDPLANTING SITUATION,CONTRACTOR TO BACKFILLENTIRE LENGTH OFPLANTING AREA TO WITHIN6" OF BACK OF CURB OREDGE OF PAVEMENT.2.BACKFILL WITHPREPARED PLANTINGSOIL MIX AS SPECIFIED.1.FINISH GRADEPALM PLANTING AND STAKING 10. 24"L (MIN.) 2X4 P.T. WOOD STAKES,NAIL TO SUPPORT POLES11. PREPARED PLANTING SOIL ASSPECIFIED3.FIVE (5) 18"L, 2X4 WOODBATTENS. UNTREATED, #24.SECURE BATTENS WITH TWO (2)3/4" CARBON STEEL BANDS TOHOLD BATTENS IN PLACE. NONAILS SHALL BE DRIVEN INTOPALM. HEIGHT OF BATTENSSHALL BE LOCATEDPROPORTIONATELY TO THEHEIGHT OF THE PALM FORADEQUATE BRACING.9.FINISH GRADE8.3" SPECIFIED MULCH6.PROVIDE FLAGGING AT MIDPOINTAND BASE OF SUPPORTS.5.THREE (3) 8'L 2X4 SUPPORTS.NAIL (DRILL AND NAIL IFNECESSARY) TO BATTENS AND 2"X 4" STAKES. PALMS SHALL BEPLUMB VERTICALLY UNLESSOTHERWISE NOTED.1.MINIMUM OF NINE (9) GOOD PALMFRONDS; PRUNE AND TIEFRONDS WITH HEMP TWINE.SABAL PALMS TO BESELECTIVELY "HURRICANE CUT",LEAVING ONLY NEWLY-EMERGING GROWTH.2.5 LAYERS OF BURLAP TOPROTECT TRUNK.3.FILTER CLOTH, MIRAFI500X OR BETTERA.WASHINGTONIAPALMS SIMILAR W/BOOTS INTACT.B.SEE PLANS ANDSPECS. FOR PALMS W/BOOTS TO REMAIN ONTRUNK.C.FINAL TREE STAKINGDETAILS ANDPLACEMENT TO BEAPPROVED BYOWNER.D.CONTRACTOR SHALLASSUREPERCOLATION OF ALLPLANTING PITS PRIORTO INSTALLATION -REFER TO POORDRAINAGE CONDITIONDETAIL.OA=OVERALL PALMHEIGHT (MEASUREDTO TOP OF BUD)CT=CLEAR TRUNK(MEASURED TOBOTTOM OFLEAF SHEATHS)GW=GRAY WOOD(MEASURED TO TOPOF HARDENEDTRUNK)NOTES:153426789101113256487OACTGW120°PLAN120°120°PLAN6+H.P.5ROOTBALLSECTIONLIMITS OFTREE/SHRUB PIT1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES ASSHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADSSHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDESECTIONPARKING SPACE/CURB PLANTING2'-0"2. CURB OR PARKING LOT EDGE, BY OTHERS12MIN. CLEAR36" (MIN) TO CENTEROF TRUNKCLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB.NOTESSECTIONPLANTINGS ADJACENT TO BUILDINGS**STONE MULCH: 24" MIN. FROM BUILDING, INSTALL STONE MULCH. MULCH TYPE TOBE RUSTIC RIVER ROCK OR OWNER'S REPRESENTATIVE APPROVED EQUAL. STONEMULCH TO BE INSTALLED TO A DEPTH OF 4"-6" (MIN.)24" (MIN)STONE MULCHTREE PLANTING 3X ROOTBALL DIAMETERC.SEE PRE-APPROVED STAKINGMETHODS, THIS SHEETNOTES:5.FIND TOP-MOST ROOT ONROOTBALL; POSITION ROOTBALL SOTHIS TOP ROOT IS 1-2" ABOVELANDSCAPE SOIL. (APPROX. 10% OFROOTBALL SHALL BE ABOVELANDSCAPE SOIL)6.B & B OR CONTAINER (SEESPECIFICATIONS FOR ROOT BALLREQUIREMENTS).7.REMOVE ALL SYNTHETIC MATERIALSFROM ROOTBALL.8.ROOTBALLS SHALL BE PLACED ONUNDISTURBED SOIL TO PREVENTSETTLING.A.CONTRACTOR SHALL ASSUREPERCOLATION OF ALL PLANTINGPITS PRIOR TO INSTALLATION.B.FINAL TREE STAKING DETAILS ANDPLACEMENT TO BE APPROVED BYOWNER.1. TRUNK3.SHALLOW/ WIDE PLANT HOLE; TOPSHALL BE 3X THE SIZE OFROOTBALL.4.FINISHED GRADE - LANDSCAPE SOIL54132678*ALL TREES SHALL BE PLUMB VERTICALLY WITHIN ATOLERANCE OF THREE DEGREES, UNLESSOTHERWISE DIRECTED BY OWNER'SREPRESENTATIVE.PLAN/SECTIONSTAKING - UP TO 65 GAL. OR B&B TO 3-1/2" CAL. NOTE:5.STAKES TO EXTENDINTO NATIVE SOIL BY1-1/2 X THE ROOTBALLDEPTH MIN.4.VERTICAL STAKESSHALL ABUT SIDE OFROOTBALL48" MIN.IF SPATIALREQUIREMENTSPRECLUDE STAKING WITHTHIS METHOD, SUBMITALTERNATE FORLANDSCAPE ARCHITECT'SAPPROVAL PRIOR TOINSTALLING PLANT.2.HORIZONTAL 2X2SCREWED TO 2X2STAKE. ALL WOODSHALL BE #2UNTREATED.1.FINISH GRADE3X ROOTBALL .DIAMETER3.3-1/2" DRYWALLSCREW, THREAD SIZE12, SHARP POINT,FULL THREAD, BLACKPHOSPHATE FINISH12PLAN5ROOTBALLSECTIONLIMITS OFPLANT PIT324NTS8.SCARIFY ROOTBALL SIDESAND BOTTOM.PLAN2.TOP 10% OF SHRUB ANDGROUNDCOVER ROOTBALLSTO BE PLANTED ABOVE THELANDSCAPE GRADE. DO NOTCOVER EXPOSED 10% ONSIDES WITH SOIL.3.PRUNE ALL LIKE SHRUBSWITHIN A PLANTED MASS TOACHIEVE A UNIFORMMASS/HEIGHT.4.3" MINIMUM MULCH ASSPECIFIED - DO NOT COVERENTIRE SHRUB ROOTBALLOR CREATE 'WATER RINGS'ONLY COVER SIDES OFROOTBALL WITH MULCH5.EXCAVATE ENTIRE BEDSPECIFIED FORGROUNDCOVER BED.6.FINISHED GRADE (SEEGRADING PLAN).7.PREPARED PLANTING SOILAS SPECIFIED. NOTE: WHENGROUND- COVERS ANDSHRUBS USED IN MASSES,ENTIRE BED TO BEAMENDED WITH PLANTINGSOIL MIX AS SPECIFIED.SHRUB / GROUNDCOVER PLANTINGMAINTAIN 12" DEAD ZONEAT BED EDGE (TYP)REFER TO PLANTSCHEDULE FOR SPACINGBEST FACE OF SHRUB/GROUNDCOVER TO FACEFRONT OF PLANTING BED.'X'3564287XXSECTION*ALL SHRUBS AND GROUNDCOVERSSHALL BE PLUMB VERTICALLY, UNLESSOTHERWISE DIRECTED BY OWNER'SREPRESENTATIVE.2X ROOTBALL DIAMETER1.FIND POINT WHERETOPMOST ROOT EMERGESFROM TRUNK WITHIN 2" OFSURFACE. CLEAR EXCESSSOIL IF NECESSARY.rootball10% ofBED EDGE15314278PLANTING ON A SLOPESECTIONA. CONTRACTOR SHALL ASSUREPERCOLATION OF ALL PLANTING PITS PRIORTO INSTALLATION.B.FINAL TREE STAKING DETAILS ANDPLACEMENT TO BE APPROVED BY OWNER.5.FIND TOP-MOST ROOT ON ROOTBALL;POSITION ROOTBALL SO THIS TOP ROOT IS1-2" ABOVE LANDSCAPE SOIL. (APPROX. 10%OF ROOTBALL SHALL BE ABOVE LANDSCAPESOIL)*ALL TREES SHALL BE PLUMB VERTICALLYWITHIN A TOLERANCE OF THREE DEGREES,UNLESS OTHERWISE DIRECTED BY OWNER'SREPRESENTATIVE.EXISTINGGRADE(DASHED)3X ROOTBALL DIAMETERrootball10% ofNOTES:7.B & B OR CONTAINER REMOVE ALLSYNTHETIC MATERIALS FROM ROOTBALL.(SEE SPECIFICATIONS FOR OTHER ROOTBALL REQUIREMENTS)8.ROOTBALLS SHALL BE PLACED ONUNDISTURBED SOIL TO PREVENT SETTLING.1.TREES, PALMS, AND LARGE SHRUBS (15 GALOR GREATER) SHALL BE PLANTED INSIMILAR MANNER2.3" MINIMUM OF MULCH AS SPECIFIED.WHERE TREES ARE PLACED IN SOD, MULCHRING FOR TREES COVER ROOTBALL SIDESAND EXTEND 18" BEYOND ON ALL SIDES. NOMULCH SHALL BE PLACED OVER TRUNK.3.SHALLOW/ WIDE PLANT HOLE; TOP SHALLBE 3X THE SIZE OF ROOTBALL.4.FINISHED GRADE - LANDSCAPE SOILB.FINAL TREE STAKING DETAILSAND PLACEMENT TO BEAPPROVED BY OWNER.C.ALTERNATE TREE ANCHORINGSYSTEMS MAY BE SUBSTITUTEDFOR WOOD STAKING SYSTEMUPON APPROVAL BY OWNER OROWNER'S REPRESENTATIVEPRE-APPROVED SYSTEMS:*BROOKS TREE BRACING*ARBOR TIE TREE BRACINGD.RUBBER HOSE/WIRE SYSTEMSARE NOT ALLOWED.NOTES:6.FINISHED GRADE (SEE GRADINGPLAN)5.2" x 4" x 3' (MIN), P.T. WOODSTAKES BURIED 3" BELOWFINISHED GRADE.SECTIONLARGE TREE STAKING - 100 GAL + OR B&B 4" +PLAN1.FIVE (5) LAYERS OF BURLAP TOPROTECT TRUNK2.TWO STEEL BANDS TO SECUREBATTENS3.FIVE 2 X 4 X 18"L WOOD BATTENS4.THREE (3) 2" X 8' LODGE POLES.DRILL, USING GALVANIZEDSCREWS, TO BATTENS AND 2" X4" STAKES. NO SCREWS SHALLPENETRATE TREE. FLAG ATMIDPOINT AND AT BASE.564312A.ALL TREES SHALL BE PLUMBVERTICALLY WITHIN ATOLERANCE OF THREE DEGREES,UNLESS OTHERWISE DIRECTEDBY OWNER'S REPRESENTATIVE.6.BERM SOIL SO THAT TOP OF BERM IS JUSTBELOW THE TOP 10% OF THE TOP OF THEROOTBALL. SLOPE DOWNHILL PORTION OFBERM AS REQUIRED TO MEET EXISTINGGRADE.62.3" MINIMUM OF MULCH ASSPECIFIED. WHERE TREES AREPLACED IN SOD, MULCH RING FORTREES COVER ROOTBALL SIDESAND EXTEND 18" BEYOND ON ALLSIDES. NO MULCH SHALL BEPLACED OVER TRUNK.C.SEE PRE-APPROVED STAKING METHODS,THIS SHEET7.TOP-MOST ROOT SHALL BEVISIBLE AT THE SURFACE OF THEROOTBALL, SLIGHTLY ABOVESURROUNDING GRADE.1. CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPEPLANS).2.CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEARESTSHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF,SEE PLANS. SEE DETAIL 'I' FOR PLANTER MEDIANS ADJACENT TO PARKINGSPACES.3. 1" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.xEXCAVATE CONTINUOUS 36" DEEP (FROM TOP OF CURB) FOR ENTIRE LENGTHAND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX.xPROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TOREMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP).xALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATIONRATES ARE 2" PER HOUR OR LESS.PLANTER ISLAND NOTESSECTIONPLANTED PARKING LOT ISLANDS / MEDIANSWIDTH VARIES - SEE PLANS2131:51:5±3'-0"TO CENTER OFNEAREST SHRUB2'-0"12MIN. CLEAR±3'-0"TO CENTER OFNEAREST SHRUBPARKING ISLAND, SIDE DETAILPARKING ISLAND, NOSE-IN DETAILCAR DOOR120°120°120°B. CONSTRUCTION AND INSTALLATIONNOTES:A. MATERIALSANTI-LIFT GROUND LOCKZIPPER JOINING SYSTEMDOUBLE TOP EDGEZIPPER JOINING SYSTEM.085".085"1/2"1/4"7/16".085".085"2 1/4".085"3/8"24" DEEPROOT TREE ROOT BARRIERSSPECIFIED TREE ROOT BARRIERS ARE AMECHANICAL BARRIER AND ROOTDEFLECTOR TO PREVENT TREE ROOTSFROM DAMAGING HARD- SCAPES ANDLANDSCAPES. ASSEMBLED IN 2' LONGMODULES TO CREATE VARYING SIZES OFCYLINDERS FOR SURROUNDING ROOTBALLS (SURROUND PLANTING STYLE) ORFOR LINEAR APPLICATIONS DIRECTLYBESIDE A HARDSCAPE ADJACENT TO ONESIDE OF THE TREES (LINEAR PLANTINGSTYLE).1.THE CONTRACTOR SHALL FURNISH ANDINSTALL TREE ROOT BARRIERS AS SPECIFIED.THE TREE ROOT BARRIERS SHALL BEPRODUCT # UB 24-2 AS MANUFACTURED BYDEEP ROOT PARTNERS, L.P. 345 LORTON AVE.#103, BURLINGAME, CA (800-458-7668), ORAPPROVED EQUAL. THE BARRIER SHALL BEBLACK, INJECTION MOLDED PANELS, OF 0.085"WALL THICKNESS IN MODULES 24" LONG BY24" DEEP; MANUFACTURED WITH A MINIMUM50% POST CONSUMER RECYCLEDPOLYPROPYLENE PLASTIC WITH ADDEDULTRAVIOLET INHIBITORS; RECYCLABLE. EACHPANEL SHALL HAVE:1.THE CONTRACTOR SHALL INSTALL THE TREEROOT BARRIERS WITH THE NUMBER OFPANELS AND IN THE MANNER SHOWN ON THEDRAWINGS. THE VERTICAL ROOT DEFLECTINGRIBS SHALL BE FACING INWARDS TO THEROOT BALL AND THE TOP OF THE DOUBLEEDGE SHALL BE 1/2" ABOVE GRADE. EACH OFTHE REQUIRED NUMBER OF PANELS SHALL BECONNECTED TO FORM A CIRCLE AROUND THEROOT BALL OR WHERE SPECIFIED JOINED IN ALINEAR FASHION AND PLACED ALONG THEADJACENT HARDSCAPE.ALL STREET TREES WITH TRUNKS CLOSERTHAN 4 FT. TO PAVED SURFACES SHALL BEPLANTED WITH ROOT BARRIER BETWEEN THEROOT BALL AND PAVING.PLANTINGS WITHIN TREE WELLS REQUIREROOT BARRIERS ALONG ALL SIDES OF THE TREEWELL.2.EXCAVATION AND SOIL PREPARATION SHALLCONFORM TO THE DRAWINGS3.THE TREE ROOT BARRIERS SHALL BEBACKFILLED ON THE OUTSIDE WITH 3/4" TO 11/2" GRAVEL OR CRUSHED ROCK AS SHOWNON THE DRAWINGS. NO GRAVEL BACKFILL ISREQUIRED FOR A LINEAR PLANTINGSECTIONDOUBLE TOP EDGE FORPREVENTION OF ROOTOVER GROWTH90° ROOT DEFLECTING RIBSINTEGRAL PART OF PANELPANEL 0.085" (2.16MM)THICK POLYPROPYLENEPATENTED MOLDED GROUNDLOCKING ANTI-LIFT PADS(SEE DETAIL "B")ROUNDED EDGES FOR SAFETY ANDSTRENGTHSECTIONSECTIONPLAN/SECTIONNTSNTSNTSNTSNTSNTSNTSNTSNTS10% ofrootballNTSTREE PLANTING AND STAKING SECTIONNTS1. PLACE RUBBER HOSE ON WIRE ATALL POINTS OF CONTACT WITH TREE.2.PLACE 3 GALVANIZED GUY WIRES(DOUBLE STRANDS), OF SUITABLESTRENGTH FOR TREE, SPACEDEQUAL DISTANCE AROUND TREEABOVE FIRST LATERAL BRANCH AND6"-9" FROM TOP OF STAKE.3. REMOVE BURLAP FROM TOP 13 OFROOTBALL IF APPLICABLE.4.3" MULCH (CYPRESS MULCH SHALLNOT BE UTILIZED).5. 2"x4"x10' WOOD STAKE DRIVEN 3'BELOW GRADE.6. PLANTING PIT DEPTH SHALL EQUALDEPTH OF ROOT BALL PLUS 6" FORSETTING LAYER OF COMPACTEDBACKFILL. PLANTING PIT WIDTHSHALL BE TWICE THE DIAMETER OFTHE ROOT BALL.7. BACKFILL AROUND ROOT BALL ASSPECIFIED.8. PLANT TOP OF ROOT BALL EVEN WITHOR SLIGHTLY HIGHER THAN FINISHEDGRADE.9. PLACE ROOT BALL AT BOTTOM OFTHE PLANTING PIT ON 6" LAYER OFCOMPACTED BACKFILL.123456789FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C15 LANDSCAPE PLAN.dwg 9/24/2020 1:12 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS
3200 NORTH KINGS HIGHWAY
C17LANDSCAPE SPECIFICATIONS
9/24/2020Know what'sbelow.before you dig.CallR72 HOURS BEFORE DIGGINGCALL TOLL FREEA.SCOPE OF WORK1. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, ANDANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THEDRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED.2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTILCERTIFICATION OF ACCEPTABILITY BY THE OWNER.B.PROTECTION OF EXISTING STRUCTURESALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTINGALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESSOTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THESATISFACTION OF THE OWNER, AT NO COST TO THE OWNER.C.PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORKTHE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBSEXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC. THISSHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OROTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED WHERE HEAT WILLDAMAGE ANY PLANT. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLYSHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ONAN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHESCALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVEGROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVEGROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER.D.MATERIALS1. GENERALMATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISEDETERMINED BY THE OWNER. UPON SAMPLES' APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE.MATERIALSAMPLE SIZEMULCHONE (1) CUBIC FOOTTOPSOIL MIX ONE (1) CUBIC FOOTPLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)2. PLANT MATERIALSa. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURESHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE INACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THEFLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDAGRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. ALL PLANTSSHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECTEGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BEUNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHEREANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FORTHE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OROWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROMTHE OWNER'S REPRESENTATIVE.b. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND ORACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THISMEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THANTHOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGERPLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTIONTO THE SIZE OF THE PLANT.c. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, ORUPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCHAPPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESSOF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENTDEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICEREQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEKPRIOR TO ANTICIPATED DATE.E.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX)1. SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONEPART SAND, AS DESCRIBED BELOW.2.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE,AND OF A LOAMY CHARACTER: REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHERLITTER: FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS ORTOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENTDECOMPOSED ORGANIC MATTER AND A PH BETWEEN 5.5 AND 7.0 - SUBMIT SAMPLE AND PH TESTING RESULTSFOR APPROVAL.3.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. CONTRACTOR SHALL SUBMIT RESULTS OFSOIL TESTS FOR TOPSOIL AND SAND PROPOSED FOR USE UNDER THIS CONTRACT FOR APPROVAL BY THEOWNER.4. TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE -AT WHICH POINT THE CONTRACTOR SHALL CONTACT ENGINEER TO DISCUSS ALTERNATE RECOMMENDATIONPRIOR TO PLANTING.5. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TOPLANT INSTALLATION OPERATIONS COMMENCE.F.WATERWATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ANADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTALTO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IFAVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS,HOSES, SPRINKLERS, ETC.. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDESATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER.*WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.G. FERTILIZERCONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE,PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OROTHERWISE NATURALLY-DERIVED. APPLICATION IS TO BE IN ACCORDANCE WITH FLORIDA GREEN INDUSTRIES BESTMANAGEMENT PRACTICES.*FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.H.MULCHMULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, ANDAPPLIED AT A MINIMUM DEPTH OF 3 INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). SEE PLANT LISTFOR TYPE OF MATERIAL ("FLORIMULCH," EUCALYPTUS MULCH, OR PINE STRAW) AND GRADE.I.DIGGING AND HANDLING1. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER ANDFREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENTDAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTEDWITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTI-TRANSPIRANT PRODUCT("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS.2. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENTSIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOTBALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED ORCONTAINER GROWN SHALL NOT BE HANDLED BY STEMS.3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS, COMPLYING WITH FLORIDAGRADES AND STANDARDS FOR NURSERY PLANTS, CURRENT EDITION. CARE SHALL BE EXERCISED THAT THEROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING.4. PROTECTION OF PALMS (IF APPLICABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THECROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE ASSPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALMPLANTING DETAIL.5. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACEAND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES.J. CONTAINER GROWN STOCK1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED INTHE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITYAND ARE IN A HEALTHY GROWING CONDITION, FLORIDA #1 OR BETTER.2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN INTHAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THEROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER.CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS.3. PLANT ROOTS BOUND IN CONTAINERS ARE NOT ACCEPTABLE.4. SUBSTITUTION OF NON-CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BECONTAINER GROWN WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL IS OBTAINED FROM THE OWNEROR OWNER'S REPRESENTATIVE.K. COLLECTED STOCKWHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE,THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERYGROWN STOCK OF THE SAME VARIETY.L. NATIVE STOCKPLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVEBEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURALPRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOPGROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW.M. MATERIALS LISTQUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR.QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE ENGINEER OR OWNER ASSUMES NO LIABILITY FOROMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY,THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONSAND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZEN.FINE GRADING1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTINGAREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED.2. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TOFINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALLFINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITHFRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE.3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TOSURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROMTHE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES.O.PLANTING PROCEDURES1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDINGAREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BEREMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL.SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAYADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THEOWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURESTHE RESPONSIBILITY OF THE CONTRACTOR.2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO:ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, ANDTELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL NATIONAL ONE CALL - 811 - TOLOCATE UTILITIES.3. SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTEDLIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36".CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITHCLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSECONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVEDRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE PLANTING DETAIL THAT ADDRESSES POORDRAINAGE.4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED ANDREQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWINGSITE.5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNINGLANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THETRADE. UPON ARRIVAL AT THE SITE , PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINEDUNTIL PLANTED. PLANTS STORED ON-SITE SHALL NOT REMAIN UNPLANTED FOR A PERIOD EXCEEDINGTWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURALPRACTICES SHALL BE EXERCISED.6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTINGWITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATIONAPPURTENANCES AND PLANTS.7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARDFOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THEPREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFOREPLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FORLOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGECONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTINGMIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BEPERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF AQUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETSAROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILEINSTALLING TREES.9. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS.10.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANTCROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OFTHE PIT. PLANTING SOIL MIXTURE SHALL BE BACKFILLED, THOROUGHLY TAMPED AROUND THE BALL, ANDSETTLED BY WATER (AFTER TAMPING).11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'SRECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATIONPER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TOINOCULATION.12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATERAND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLYWET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOILMIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THESIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH.13.PRUNING: TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TOPRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKENOR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BYLICENSED ARBORIST, IN ACCORDANCE WITH ANSI A-300.14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS ANDAS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE ANDDISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLYWATER ALL PLANTS AFTER INSTALLATION.15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TOINSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDETO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE ENGINEER IN WRITING ANDAGREE TO INDEMNIFY AND HOLD HARMLESS THE ENGINEER IN THE EVENT UNSUPPORTED TREES PLANTEDUNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY.16.MULCHING: PROVIDE A THREE INCH (MINIMUM) LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACHSHRUB BED, GROUND COVER, VINE BED, AND TREE PIT PLANTED UNDER THIS CONTRACT.17.HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINALACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROLBY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'SPRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH ANAPPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER.(AS ALLOWED BY JURISDICTIONAL AUTHORITY).P. LAWN SODDING1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICTACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWNACCEPTABLE TO THE OWNER.2. LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS,WEEDS, AND DEBRIS, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BEROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH.DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL,AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TOTHE REQUIRED GRADE.3. SOIL PREPARATION: PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS ANDDEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY.4. SODDINGa. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THEDRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE.b. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELYTRUE TO VARIETY TYPE, AND FREE FROM WEEDS, FUNGI, INSECTS AND DISEASES OF ANY KIND.c. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SODSHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS,PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BEPROVIDED - REFER TO DETAILS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BEROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLYIRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILLTHE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND,AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRESURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BYPROPERTY'S JURISDICTIONAL AUTHORITY.5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL ATALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THESUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT ANDMOISTURE.6. LAWN MAINTENANCE:a. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKENOR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'SREPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDINGRE-GRADING IF NECESSARY).b. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BYTHE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDEWATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS ASSET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY.Q. CLEANUPUPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVEALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BEBROOM-CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'SAUTHORIZED REPRESENTATIVE.R.PLANT MATERIAL MAINTENANCEALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING,SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TOINSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THEOWNER'S REPRESENTATIVE. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE INACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BIDESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYSCOMMENCING AFTER ACCEPTANCE.S.MAINTENANCE (ALTERNATE BID ITEM)CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAYMAINTENANCE PERIOD ON A COST-PER-MONTH BASIS.T.FINAL INSPECTION AND ACCEPTANCE OF WORKFINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALLOTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECTTO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE ENGINEER OR OWNER IN WRITING) BEGINNINGWITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED.U.WARRANTY1. THE LIFE AND SATISFACTORY CONDITION OF ALL 7 GALLON AND LARGER PLANT MATERIAL INSTALLED BY THELANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1)CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER'SREPRESENTATIVE.2. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BYTHE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1)CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER'SREPRESENTATIVE.3. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTYPERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALLREPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALLBE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THEOWNER. WARRANTY IS TO EXCLUDE DAMAGE CAUSED BY FLOODS, LIGHTING STRIKES, FREEZING, WINDSOVER 45 MPH, FIRE, VANDALISM, HERBIVORE ANIMALS, DISEASE, INSECTS, WATER RESTRICTIONS,GOVERNMENT ACTIONS OR ACTS OF NEGLIGENCE BY THE OWNER OR OTHERS.4. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND IRRIGATION)MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THEONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THEOWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICHTHREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BECONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OFACCEPTANCE.V.SUBMITTALS1. FOR ALL LANDSCAPE INSTALLATIONS, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OFMANUFACTURERS' CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENTCLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL AND SUBMIT AMATERIALS LIST INDICATING ALL PLANT SPECIES, QUALITY AND SIZE.2. SUBMIT 6 COPIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY.3. THE CONTRACTOR SHALL SUBMIT A LANDSCAPE COORDINATION DRAWING, INDICATINGCONTRACTOR'S PROPOSED LOCATION OF TREES, SHRUBS, GROUNDCOVERS AND MULCH.THISDRAWING SHOULD BE PREPARED ON A COPY OF THE LANDSCAPE PLAN PROVIDED IN THESEDRAWINGS AND SHALL CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE CONTRACTORPROPOSES TO THE PLANT SPECIES, SIZE OR LOCATION. THE DRAWINGS SHALL INDICATE ALLPROPOSED SUBSTITUTIONS OF SIZE, AND/OR MATERIAL.4. ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW AND APPROVAL OF PRODUCT DATA, ANDCOORDINATION DRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS RELATED TODELIVERY AND TRANSMISSION OF THE INFORMATION ANDDOCUMENTATION ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMS REQUIRING A LONGLEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE.5. WARRANTY: CONTRACTOR SHALL SUBMIT A WARRANTY LETTER TO OWNER, INDICATING THE WARRANTYPERIOD, WARRANTY REQUIREMENTS (AS SPECIFIED IN THESE DRAWING AND SPECIFICATIONS), ANDDATES OF WARRANTY PERIOD, WHICH SHALL BEGIN AT THE DATE OF ISSUANCE OF PROJECTCERTIFICATE OF OCCUPANCY, AND END TWELVE (12) MONTHS AFTER.6. CERTIFICATION: CONTRACTOR SHALL SUBMIT CERTIFICATION STATING THAT: PLANT SPECIES AND SIZECONFORM TO THOSE INDICATED ON THE DRAWINGS; ALL NURSERY STOCK IS IN ACCORDANCE WITH GRADESAND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OFAGRICULTURE AND CONSUMER SERVICES; ALL PLANTS ARE FLORIDA GRADE NO. 1 OR BETTER ASDETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY; ALL PLANTS ARE HEALTHY, VIGOROUS, SOUND,WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND HAVE ADEQUATEROOT SYSTEMS; TREES FOR PLANTING IN ROWS ARE UNIFORM IN SIZE AND SHAPE. THIS CERTIFICATION ISNECESSARY PRIOR TO ACCEPTANCE OF WORK BY THE OWNER.1.QUALITY.PLANT MATERIALS USED TO MEET THE REQUIREMENTS OF THIS PLAN SHALLCONFORM TO THE STANDARDS OF FLORIDA NO. 1 OR BETTER AS GIVEN IN THEMOST RECENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS",FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, ORSTANDARDS EQUAL THERETO.ALL PLANT MATERIALS SHALL BE INSECT- AND DISEASE-RESISTANT, ANDSHALL BE CLEAN AND REASONABLY FREE OF WEEDS AND NOXIOUS PESTSOR DISEASES WHEN INSTALLED. PLANT MATERIALS THAT ARE KNOWN TOBE INTOLERANT OF PAVING ENVIRONMENTS, WHOSE PHYSICAL CHARACTERISTICSMAY BE INJURIOUS TO THE PUBLIC, OR THAT PRODUCE A QUANTITY AND QUALITYOF DEBRIS SO AS TO PRESENT MAINTENANCE DIFFICULTIES SHALL NOT BESPECIFIED FOR USE UNDER THIS CODE.2.TREES.A.TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OFCROWN OF GREATER THAN FIFTEEN (15) FEET IN ST. LUCIE COUNTY ANDHAVE TRUNKS THAT CAN BE MAINTAINED IN A CLEAN CONDITION. TREESHAVING A MATURE CROWN SPREAD OF LESS THAN FIFTEEN (15) FEET MAYBE ARRANGED OR GROUPED SO AS TO CREATE THE EQUIVALENT OF AFIFTEEN (15) FOOT SPREAD, HOWEVER, ANY SUCH GROUP OR GROUPSSHALL ONLY COUNT AS ONE (1) TREE FOR THE PURPOSE OF COMPLIANCEWITH THIS CODE.B. PALM TREES MAY BE CLUSTERED INTO GROUPS OF THREE (3) TO ACHIEVE THISMINIMUM FIFTEEN (15) FOOT CROWN. ALL PALM TREES SHALL HAVE A MINIMUMCLEAR TRUNK OF TEN (10) FEET WHEN INSTALLED. THREE (3) PALM TREES AREEQUAL TO ONE (1) SHADE TREE HAVING A MATURE SPREAD OF FIFTEEN (15) FEET.C. TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET IN HEIGHT AND HAVE ACALIPER OF TWO (2) INCHES AT FOUR AND ONE-HALF (4½) FEETABOVE THE GROUND WHEN INSTALLED. HEIGHT SHALL BE DETERMINED BY THEAVERAGE END OF ALL BRANCHES NOT THE TALLEST BRANCH OR TWO (2).D. ALL REQUIRED TREES, EXCEPT PALMS, SHALL HAVE A MINIMUM OF FIVE (5)FEET OF CLEAR TRUNK AND A MINIMUM FIVE-FOOT CANOPY SPREAD ATTIME OF PLANTING.E.TREES OF SPECIES WHOSE ROOTS ARE KNOWN TO CAUSE DAMAGE TOPUBLIC ROADWAYS OR OTHER PUBLIC WORKS SHALL NOT BE PLANTEDCLOSER THAN TWELVE (12) FEET TO SUCH PUBLIC ROADS OR WORKS,UNLESS THE TREE ROOT SYSTEM IS COMPLETELY CONTAINED WITH ABARRIER FOR WHICH THE MINIMUM DIMENSIONS SHALL BE FIVE (5) FEETSQUARE AND FIVE (5) FEET DEEP, AND FOR WHICH THE CONSTRUCTIONREQUIREMENTS SHALL BE FOUR-INCH THICK CONCRETE REINFORCEDWITH NUMBER SIX (6) ROAD MESH (6X6X6) OR EQUIVALENT.F.NONE OF THE TREES LISTED IN ST. LUCIE COUNTY LAND DEVELOPMENTCODE SECTION 7.09.03(F) SHALL BE PLANTED.WHERE SUCH SPECIESALREADY EXIST, THEIR REMOVAL SHALL BE A CONDITION OF ANY FINALDEVELOPMENT ORDER.G. FIFTY PERCENT (50%) OF THE REQUIRED TREES SHALL BE SPECIES OTHERTHAN PALM TREES, EXCEPT THAT ON NORTH AND SOUTH HUTCHINSONISLAND THE PUBLIC WORKS DIRECTOR MAY APPROVE THE USE OF MIX OFTREE SPECIES OF MORE THAN FIFTY PERCENT (50%) PALM TREES IF IT ISDEMONSTRATED TO THE SATISFACTION OF THE DIRECTOR THAT THEPARTICULAR SITE IS EXPOSED TO HIGH SALT IMPACTS OR OTHER SIMILARNATURAL CONDITIONS THAT ARE NOT CONDUCIVE TO NON-COASTALPLANT SPECIES.H. WHEN MORE THAN TEN (10) TREES ARE REQUIRED TO BE PLANTED TOMEET THE REQUIREMENTS OF THIS CODE, A MIX OF SPECIES SHALL BEPROVIDED. THE MINIMUM NUMBER OF SPECIES TO BE PLANTED AREINDICATED IN TABLE 7-30. WHEN A MIX OF SPECIES IS REQUIRED, NOSINGLE SPECIES SHALL EXCEED A TWO (2) TO ONE (1) RATIO RELATIVE TOALL OTHER INDIVIDUAL SPECIES.I.ONE HUNDRED PERCENT (100%) OF THE TREES SHALL CONSIST OF NATIVESPECIES SUCH AS LIVE OAKS (QUERCUS VIRGINIANA), LAUREL OAKS(QUERCUS LAURIFOLA), SLASH PINE (PINUS ELLIOTTI), OR OTHER SPECIESLISTED IN SLC LDC SECTION 7.09.04(L)(2), NATIVE AND DROUGHT-TOLERANTVEGETATION. THE REQUIREMENTS FOR CANOPY OR SHADE TREES SHALL BEEXEMPTED BY THE PUBLIC WORKS DIRECTOR WHEN THE PROPOSEDLOCATION OF THE CANOPY OR SHADE TREES WILL BE IN CONFLICT WITHOVERHEAD POWER LINES AS DESCRIBED IN SLC LDC SECTION 7.09.03(E)(2)(L)OF THIS CODE. THE PUBLIC WORKS DIRECTOR SHALL REQUIRE MITIGATIONAT A MINIMUM RATIO OF ONE (1) INCH TO ONE (1) INCH TO COMPENSATE FORTHE LOSS OF ANY CANOPY OR SHADE TREE AS OUTLINED IN SLC LDCSECTION 6.00.05(D).J.IF ANY DEVELOPMENT ACTIVITY IS TO OCCUR ON A SITE LOCATED ON ANYPARCEL OF LAND LOCATED WEST OF THE ATLANTIC INTERCOASTALWATERWAY, THAT HAS, OR HAS BEEN DETERMINED TO HAVE, NATIVE SCRUBVEGETATION AND HABITAT PRESENT PRIOR TO THE COMMENCEMENT OFBUILDING ACTIVITIES, ANY NEW LANDSCAPING MATERIAL INTRODUCED TOTHE SITE PURSUANT TO THE REQUIREMENTS OF THIS CODE, SHALL COMPLYWITH THE RESTRICTIONS OF SECTION 7.09.04(N).K.NO TREE SHALL BE PLANTED WHERE IT COULD, AT MATURE HEIGHT,CONFLICT WITH OVERHEAD POWER LINES. LARGER TREES (TREES WITH AMATURE HEIGHT OF THIRTY (30) FEET OR MORE) SHALL BE PLANTED NOCLOSER THAN A HORIZONTAL DISTANCE OF THIRTY (30) FEET FROM THENEAREST OVERHEAD POWER LINE. MEDIUM TREES (TREES WITH A MATUREHEIGHT BETWEEN TWENTY (20)--THIRTY (30) FEET) SHALL BE OFF-SET ATLEAST TWENTY (20) FEET HORIZONTALLY FROM THE NEAREST OVERHEADPOWER LINE. SMALL TREES (TREES WITH A MATURE HEIGHT OF LESS THANTWENTY (20) FEET) SHALL NOT BE REQUIRED TO MEET A MINIMUM OFF-SET,EXCEPT THAT NO TREE, REGARDLESS OF SIZE SHALL BE PLANTED WITHINFIVE (5) FEET OF ANY EXISTING OR PROPOSED UTILITY POLE, GUY WIRE, PADMOUNTED ELECTRICAL TRANSFORMER OR OTHER UTILITY TRANSMISSION/COLLECTION STRUCTURE OR EQUIPMENT. PALM TREES WITH A MAXIMUMMATURE HEIGHT GREAT ENOUGH TO INTERFERE WITH OVERHEAD POWERLINES SHALL NOT BE PLANTED BELOW OVERHEAD POWER LINES AND SHALLBE LOCATED A MINIMUM OF TWO AND ONE-HALF (2½) FEET, PLUS THEAVERAGE MATURE FROND LENGTH, OUTSIDE OF ANY UTILITY RIGHT-OF-WAY.THE PUBLIC WORKS DIRECTOR, IN CONSULTATION WITH FLORIDA POWERAND LIGHT COMPANY, SHALL MAINTAIN A LIST OF TREES TYPICALLY FOUND INTHE SOUTH FLORIDA AREA THAT AT MATURE GROWTH HEIGHTS CANREASONABLY BE EXPECTED TO INTERFERE WITH OVERHEAD POWER LINES.3.SHRUBS AND HEDGES.SHRUBS SHALL BE A MINIMUM OF TWENTY-FOUR (24) INCHES IN HEIGHTABOVE GRADE IMMEDIATELY AFTER PLANTING. HEDGES, WHERE REQUIRED,SHALL BE PLANTED AND MAINTAINED SO AS TO FORM A THIRTY-INCH OR HIGHER CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN EIGHTEEN(18) MONTHS AFTER THE TIME OF PLANTING. TWENTY-FIVE PERCENT (25%) OFTHE QUANTITY OF PLANTED SHRUBS SHALL CONSIST OF NATIVE SPECIES.4.VINES.VINES SHALL BE A MINIMUM OF TWELVE (12) INCHES IN HEIGHT IMMEDIATELYAFTER PLANTING AND MAY BE USED IN CONJUNCTION WITH FENCES, SCREENS, OR WALLS TO MEET PHYSICAL BARRIER REQUIREMENTS.5.GROUND COVERS.GROUND COVERS, OTHER THAN GRASS, SHALL BE PLANTED IN SUCH A MANNER AS TO PRESENT A FINISHED APPEARANCE AND REASONABLY COMPLETE COVERAGE WITHIN FOUR (4) MONTHS AFTER PLANTING.6.LAWN GRASS.GRASS AREAS SHALL BE PLANTED IN SPECIES NORMALLY GROWN AS PERMANENT LAWNS IN ST. LUCIE COUNTY. GRASS AREAS MAY BE SODDED,PLUGGED, SPRIGGED, OR SEEDED, EXCEPT THAT SOLID SOD SHALL BE USEDIN SWALES OR OTHER AREAS SUBJECT TO EROSION. WHEN OTHER THAN SOLID SOD IS USED, PROTECTIVE MEASURES SHALL BE TAKEN UNTIL COMPLETE COVERAGE IS ACHIEVED.7.NATIVE VEGETATION.THE PRESERVATION OF EXISTING NATIVE VEGETATION SHALL BE REQUIREDWHERE THE LOCATION OF SAID VEGETATION IS NOT IN CONFLICT WITH THEPROPOSED BUILDING OR PARKING AREAS. THE PUBLIC WORKS DIRECTOR,MAY REQUIRE THAT REASONABLE CHANGES BE MADE TO ANY SITE PLAN ORAPPLICATION FOR BUILDING PERMIT FOR THE PURPOSE OF PRESERVING ORPROTECTING ANY SPECIAL OR UNIQUE EXISTING TREE(S) OR NATIVE HABITAT.8. THE CONTRACTOR SHALL ATTEMPT TO PRESERVE AS MANY EXISTING TREESAS POSSIBLE AND FEASIBLE. TREES THAT ARE PRESERVED MAY BE CREDITEDTOWARDS THE SITE TREE REQUIREMENT IF THEY MEET THE SPECIFICATIONS.9. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, SIGNSAND LIGHTS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING WORKSFOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLANTO ACHIEVE THIS REQUIREMENT.10. ALL LANDSCAPE MATERIAL IN SHOCK WILL BE REPLACED PRIOR TO ISSUANCEOF CERTIFICATE OF OCCUPANCY.11. ALL LANDSCAPE IS REQUIRED TO BE IRRIGATED BY AUTOMATIC MEANS.12. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL CATEGORY I LISTEDINVASIVE SPECIES SHALL BE ERADICATED FROM THE SITE.LANDSCAPE MATERIAL STANDARDS & NOTESFLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C15 LANDSCAPE PLAN.dwg 9/24/2020 1:11 PM
GREGG REED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS
3200 NORTH KINGS HIGHWAY