HomeMy WebLinkAboutApproved Site Plan (Stamped Approved)VICINITY 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:A
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RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
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EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC1NOT FOR CONSTRUCTIONPLAN SHEETS ARE PRELIMINARYAND FOR INFORMATION ONLY.PLANS SHOULD NOT BE USED ASA BASIS FOR BIDS. CONTRACTORKnow 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 GREGGREED
INDEX 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 NOTES
9/24/2020 1.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.
FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
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RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
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EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:18 PM GREGGREED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS FDEP 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 HIGHWAYEXISTING IMPERVIOUS
STABILIZED AREA
(20,778 SF)
EXISTING IMPERVIOUS
STABILIZED AREA
(4,804 SF)
EXISTING
WET POND
FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C3 EX CONDITIONS PLAN.dwg 9/24/2020 1:16 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC3EXISTING CONDITIONS PLAN9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
EXISTING CONDITIONS PLAN
SCALE: 1" = 30'
SURVEY LEGEND
EXISTING ASPHALT
EXISTING CONCRETE
LEGEND
EXISTING DITCH
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
KINGS HIGHWAYO O O O O O O O O O O O O O O O O O O O O O O O O O O O
O
O
O O O O O O O O O O O O O O O O O O O
O
OOO
OOO O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO
REMOVE EX. STORM PIPE
& MITERED END SECTIONS
X
X
X
X
X
INSTALL SILT FENCE, TYP.
INSTALL SILT FENCE, TYP.
INSTALL INLET PROTECTION FENCING
REMOVE EXISTING
COCONUT PALM
EXISTING ASPALT PARKING
TO BE REMOVED, TYP.XXXXXXXXXXXXXXXXXXXREMOVE EX. FENCE
EX. OAKS
TO BE REMOVED
EX. OAK
TO BE RELOCATED
EX. DRY POND TO BE MODIFIED
EX. DRY POND TO BE MODIFIED
EXISTING SIGN TO
BE RELOCATED TO
BE WITHIN DOT
RIGHT-OF-WAY
EX. OAK
TO BE REMOVED
INSTALL INLET PROTECTION FENCING
O O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O O O
EXISTING
WET POND
O O O O O O O O O O O O O OOOOO
OOOOOOOOOOOOOOOOOOOOOOOO
INSTALL SILT FENCE, TYP.FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C4 DEMO-EROSION PLAN.dwg 9/24/2020 1:16 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC4DEMOLITION ANDEROSION CONTROL PLAN9/24/20201 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
DEMOLITION AND EROSION CONTROL PLAN
SCALE: 1" = 30'
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE MATCH LINE A-AMATCH LINE A-A1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
DEMOLITION AND EROSION CONTROL PLAN
SCALE: 1" = 30'
O O PROPOSED SILT FENCE
EXISTING DITCH
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
AREA OF EXISTING ASPHALT TO BE REMOVED
OO
OO
PROPOSED INLET PROTECTION FENCING
DEMOLITION NOTES:
1. SEE LANSCAPE PLAN PACKAGE RE: TREE PROTECTION
REQUIREMENTS, MITIGATION, AND EXTENTS OF SPECIES
REMOVAL.
2. ALL EXOTIC AND INVASIVE SPECIES ARE TO BE REMOVED.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ATTAINMENT OF
ALL DEMOLITION / LAND CLEARING PERMITS NECESSARY FOR
PROPOSED CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY / ALL
EROSION CONTROL MEASURE AS PRESENTED ON THIS SHEET
AND INCLUDED IN THE STORMWATER POLLUTION PREVENTION
PLAN (SWPPP).
5. ANY EXISTING ON-WELLS LOCATED SHALL BE IDENTIFIED TO THE
ENGINEER OF RECORD FOR THE ACKNOWLEDGEDMENT OF
APPLICABLE USE OR PROPER ABANDONMENT.
C5EROSION CONTROL DETAILS
9/24/2020N.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.PLASTICLININGFLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
A
JA
RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
N
EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS
125'
125'80'80'125'
125'80'80'PROPOSED BUILDING 1
CITRUCELLO PLANT
10,000 S.F.
PROPOSED BUILDING 2
(FUTURE PHASE)
ASSEMBLY PLANT
10,000 S.F.5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK
15'
LANDSCAPE
BUFFER
10'
LANDSCAPE
BUFFER
10'
LANDSCAPE
BUFFER
KINGS HIGHWAY~~
~~
SC
MH: 20
SA
MH: 20
SB
MH: 18
SA
MH: 20
EXISTING
WET POND
16
18
17
19.65
19 19.65
19
18
17
16
19.65 19
18
17
16
SB
MH: 18
EXISTING IMPERVIOUS
STABILIZED AREA
(20,778 SF)
EXISTING IMPERVIOUS
STABILIZED AREA
(4,804 SF)
LIMITS OF DEVELOPMENT
LIMITS OF DEVELOPMENT
LIMITS OF DEVELOPMENT
FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C6 OVERALL SITE PLAN.dwg 9/24/2020 1:15 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC6OVERALL SITE PLAN9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 50 100
50
OVERALL SITE PLAN
SCALE: 1" = 50'
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
EXISTING DITCH
PROPOSED LIGHT POLE (BY OTHERS)
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
PROPOSED HEAVY DUTY CONCRETE
15'
LANDSCAPE
BUFFER
10'
LANDSCAPE
BUFFER
10'
LANDSCAPE
BUFFER
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 1
CITRUCELLO PLANT
10,000 S.F.
F.F.E.= 21.50
PROPOSED BUILDING 2
(FUTURE PHASE)
DISTRIBUTION CENTER
10,000 S.F.
F.F.E.= 21.50
5' CONC. SIDEWALK
5' CONC. SIDEWALK
TRUCK
RADIUS
R45'
TRUCK
RADIUS
R45'
TRUCK
ROUTE
TRUCK
ROUTE
TRUCK ROUTE
RELOCATED
8' WIDE
METAL &
STUCCO
PROJECT
SIGN
SC
MH: 20
SA
MH: 20
SB
MH: 18
SA
MH: 20
16
18
17
19.65
19 19.65
19
18
17
16
19.65
19
18
17
16
25' R / W
DEDICATION
SB
MH: 18
PROPOSED
DRY DETENTION AREA
PROPOSED DRY DETENTION AREA
10'712.42'419.46'
420.56'
711.34'5'26'18'5'5'26'
4
4
101110
7
4
7.5' DIA. WALL SIGN
(BY OTHERS)
EXISTING IMPERVIOUS
STABILIZED AREA
(4,804 SF)
EXISTING IMPERVIOUS
STABILIZED AREA
(20,778 SF)
PROPOSED LIGHT POLE,
TYP. (BY OTHERS)5' CONC. SIDEWALK5' CONC. SIDEWALKFTP-20-06 HC PARKING SIGN, SEE DETAIL SHEET C9
12" FTP-20-06 HC PARKING SIGN,
SEE DETAIL SHEET C11
WHEEL STOP, TYP.
WHEEL STOP, TYP.438.54'15' X 30'
LOADING ZONE
15' X 30'
LOADING ZONE
BIKE RACK
(BY OTHERS)
EXISTING DUMPSTER LOCATION, PROVIDE
NEW CHAIN LINK FENCE ENCLOSURE W/ SCREENING
EXISTING 12'X30'
LOADING ZONE
18'18'10'26'3
55'
PROPOSED LIGHTING, TYP.
(SEE ARCHITECTURAL
PLANS FOR DETAILS)
R5'
R5'52'(3) 12" TYPE 4 OBJECT
MARKERS (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' CURB
TRANSITION
14.33'12'12'14.33'10'21.8'R35'
R35'
R3'
R3'
R5'
R5'
R3'
R3'
R3'FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C7 SITE PLAN.dwg 9/24/2020 1:15 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC7SITE PLAN9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
SITE PLAN
SCALE: 1" = 30'
PERMITS REQUIRED
FLOOD ZONE
SITE ADDRESS
TAX PARCEL I.D. NUMBER(S)
OWNER/APPLICANT
PROJECT INFORMATION
ZONING LAND USE
ENGINEER
LEGAL DESCRIPTION
ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING, BEING AND SITUATED IN SECTION
25, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND THIS TRACT
BEING 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 SECTION
25; A DISTANCE OF 2655.28 FEET TO A POINT, THENCE NORTH 89°43'39" EAST, A DISTANCE
OF 70.98 FEET TO A POINT IN THE EAST RIGHT-OF-WAY LINE OF KINGS HIGHWAY AND THE
POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT OF LAND; THENCE NORTH
00°01'15" EAST, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID KINGS HIGHWAY, A
DISTANCE OF 254.84 FEET TO A POINT; THENCE NORTH 89°46'12" EAST, A DISTANCE OF
418.36 FEET TO A POINT, THENCE NORTH 00°01'15" EAST, A DISTANCE OF 416.79 FEET TO
A 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 SOUTH
89°43'39" WEST, A DISTANCE OF 1256.70 FEET TO THE POINT OF BEGINNING AND
CONTAINING 15.350 ACRES OF LAND MORE OR LESS.
(OFFICIAL RECORD BOOK 3404 PAGE 1665)
SURVEYOR
ST. LUCIE COUNTY MAJOR AMENDMENT TO A MINOR SITE PLAN
ST. LUCIE COUNTY VEGETATION REMOVAL PERMIT
ST. LUCIE COUNTY STORMWATER PERMIT
ST. LUCIE COUNTY FIRE DEPT. REVIEW
ST. LUCIE COUNTY RIGHT-OF-WAY
ST. LUCIE COUNTY UTILITIES
FPUA CONSTRUCTION REVIEW
SFWMD PERMIT
FDEP WATER DISTRIBUTION PERMIT
FDEP WASTEWATER COLLECTION PERMIT
FDEP NPDES NOTICE OF INTENT
DOH SEPTIC ABANDONMENT (BY CONTRACTOR)
PARKING DATA
DRAINAGE STATEMENT
3200 N. KINGS HIGHWAY
FORT PIERCE, FLORIDA 34951
MARKUS & ANNEMARIE PORTMANN
713 SHORE DRIVE
VERO BEACH, FLORIDA 32960
PHONE (772) 569-0066
MBV ENGINEERING, INC.
1835 20TH STREET
VERO BEACH, FLORIDA 32960
PHONE (772) 569-0035
INDIAN RIVER SURVEY, INC.
1835 20TH STREET
VERO BEACH, FLORIDA 32960
PHONE (772) 569-7880
1325-233-0000-000-7
IL MXD
PROJECT DESCRIPTION
THE PROPOSED PROJECT CONSISTS OF ADDING TWO (2) PRE-FABRICATED
STRUCTURES EACH 10,000 SQ. FEET. THE FIRST BUILDING WILL HAVE AN OFFICE FOR
INDIAN RIVER SPIRITS MAIN PRODUCT, CITRUCELLO. THE SECOND BUILDING WILL BE
UTILIZED AS STORAGE OF FINISHED PRODUCTS.
ARCHITECT
STAFFAN H. LUNDBERG ARCHITECT, LLC
1341 SEA HAWK LANE
VERO BEACH, FLORIDA Z32963
PHONE (772) 538-5130
LATITUDELONGITUDE
27°29'31" N 80°23'47" W
ST. LUCIE COUNTY NOTES
1. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL CATEGORY I LISTED
INVASIVE SPECIES SHALL BE ERADICATED FROM THE SITE.
2. THE ISSUANCE OF COUNTY DEVELOPMENT PERMIT DOES NOT IN ANY WAY CREATE
ANY RIGHTS ON THE PART OF THE APPLICANT TO OBTAIN A PERMIT FROM A STATE
OR FEDERAL AGENCY AND DOES NOT CREATE ANY LIABILITY ON THE PART OF THE
COUNTY IF THE APPLICANT FAILS TO OBTAIN REQUISITE APPROVALS OR FULFILL
THE OBLIGATIONS IMPOSED BY A STATE OR FEDERAL AGENCY OR UNDERTAKES
ACTIONS THAT RESULT IN A VIOLATION OF STATE OR FEDERAL LAW.
3. ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED BEFORE
COMMENCEMENT OF THE DEVELOPMENT.
WASTEWATER SOURCE
POTABLE WATER SOURCE
ST. LUCIE COUNTY UTILITIES
FORT PIERCE UTILITIES AUTHORITY (FUTURE)
(PER 5TH EDITION ITE PARKING GENERATION)
REQUIRED
EXISTING USES
GENERAL LIGHT INDUSTRIAL (110) (10,522 SF)
0.65 SPACES / 1000 SF OF GFA = 7 SPACES
GENERAL OFFICE (710) (2,600 SF)
1.84 SPACES/ 1000 SF OF GFA = 5 SPACES
TOTAL EXISTING SPACES REQUIRED = 12 SPACES
PROPOSED USES
GENERAL LIGHT INDUSTRIAL (110)
BLDG 1 (10,000 SF) 0.65 SPACES / 1000 SF OF GFA = 7 SPACES
BLDG 2 (10,000 SF) 0.65 SPACES / 1000 SF OF GFA = 7 SPACES
TOTAL PROPOSED SPACES REQUIRED = 14 SPACES
TOTAL REQUIRED SPACES (EXISTING + PROPOSED)= 26 SPACES
TOTAL REQUIRED HANDICAPPED SPACES (EXISTING + PROPOSED) = 2 SPACES
PROPOSED
EXISTING 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 ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
50' 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)PROPOSED
50% 3.65%
668,864 SF
254.84'
711.34'
420.56'
88.60%
24'-8"
10'10'
PREVIOUSLY APPROVED EXPANSION SITE DATA
TOTAL OPEN AREA = 592,490 SF = 88.60 %= 13.60 Ac
EXISTING SITE DATA
SITE AREA = 668,864 SF = 100.00 %= 15.35 Ac
TOTAL IMPERVIOUS AREA
TOTAL OPEN AREA
= 77,596 SF
= 591,268 SF = 88.40 %
= 11.60 %= 1.78 Ac
= 13.57 Ac
EXISTING COVERED CONCRETE AREA
EXISTING BUILDING AREA
EXISTING 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 Ac
EXISTING CONCRETE AREA = 149 SF = 0.02 %= 0.00 Ac
SITE AREA = 668,864 SF = 100.00 %= 15.35 Ac
EXISTING COVERED CONCRETE AREA
EXISTING BUILDING AREA
EXISTING 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 Ac
EXISTING CONCRETE AREA = 149 SF = 0.02 %= 0.00 Ac
PROPOSED BUILDING AREA
PROPOSED PAVEMENT AREA
= 10,000 SF
= 2,563 SF = 0.40 %
= 1.50 %
= 0.06 Ac
= 0.23 Ac
PROPOSED CONCRETE AREA = 687 SF = 0.07 %= 0.01 Ac
EXISTING 6" AGGREGATE ROCK AREA = 25,582 SF = 3.84 %= 0.59 Ac
EXISTING 6" AGGREGATE ROCK AREA = 25,582 SF = 3.84 %= 0.59 Ac
LIMITS OF DEVELOPMENT AREA = 86,560 SF = 12.96 %= 1.99 Ac
TOTAL IMPERVIOUS AREA = 76,374 SF = 11.40 %= 1.75 Ac
LESS 6" AGGREGATE TO BE REMOVED*=(-)14,472 SF =(-)0.33 Ac
EXISTING 6" AGGREGATE TO REMAIN = 11,110 SF = 1.69 %= 0.26 Ac
NET NEW IMPERVIOUS AREA = (-)1,222 SF =(-)0.03 Ac
50' 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)PROPOSED
50% 5.12%
668,864 SF
254.84'
711.34'
419.46'
82.26%
24'-8"
10'10'
PROPOSED NEW CONSTRUCTION SITE DATA
TOTAL OPEN AREA = 550,202 SF = 82.26 %= 12.63 Ac
SITE AREA = 668,864 SF = 100.00 %= 15.35 Ac
EXISTING COVERED CONCRETE AREA
EXISTING BUILDING AREA
EXISTING 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 Ac
EXISTING CONCRETE AREA = 149 SF = 0.02 %= 0.00 Ac
PROPOSED BUILDING AREA
PROPOSED PAVEMENT AREA
= 20,000 SF
= 18,310 SF = 2.74 %
= 2.99 %
= 0.42 Ac
= 0.46 Ac
PROPOSED CONCRETE AREA = 2,756 SF = 0.41 %= 0.06 Ac
EXISTING 6" AGGREGATE ROCK AREA = 25,582 SF = 3.82 %= 0.59 Ac
LIMITS OF DEVELOPMENT AREA = 233,333 SF = 5.36 Ac
TOTAL IMPERVIOUS AREA = 118,662 SF = 17.74 %= 2.72 Ac
NET NEW IMPERVIOUS AREA = 41,066 SF = 0.94 Ac
THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER
FLOOD INSURANCE RATE MAP #12111C0160 J, DATED FEB. 16, 2012.
THE PROPOSED STORM WATER MANAGEMENT SYSTEM SERVES TO EXPAND THE EXISTING DRY
DETENTION POND SYSTEM, CURRENTLY SERVING THE DEVELOPED SITE, TO ACCOUNT FOR THE
PROPOSED SITE IMPROVEMENTS
= 34.88 %
ST. LUCIE COUNTY UTILITIES
FORT PIERCE UTILITIES AUTHORITY (FUTURE)
EXISTING DITCH
PROPOSED LIGHT POLE (BY OTHERS)
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
438.54'
TRAFFIC STATEMENT
CONSTRUCTION SCHEDULE
BEGIN CONSTRUCTION NOVEMBER 2020
END CONSTRUCTION APRIL 2021
PER ITE, 10TH EDITION
USE: WAREHOUSING
BUILDING AREA USED = 10,000 SF
10,000 SF/ 1,000 SF BLDG = 10 X 1.74 TRIPS = 17.4 TRIPS = 18 TRIPS
9 ENTERING AND 9 EXITING
USE: WAREHOUSING
BUILDING AREA USED = 10,000 SF
10,000 SF/ 1,000 SF BLDG = 10 X 1.74 TRIPS = 17.4 TRIPS = 18 TRIPS
9 ENTERING AND 9 EXITING
TOTAL TRIPS = 36
TOTAL ENTERING = 18
TOTAL EXITING = 18
PROPOSED 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 1
CITRUCELLO PLANT
10,000 S.F.
F.F.E.= 21.50
PROPOSED BUILDING 2
(FUTURE PHASE)
DISTRIBUTION CENTER
10,000 S.F.
F.F.E.= 21.50
5' CONC. SIDEWALK
5' CONC. SIDEWALK
RELOCATED
8' WIDE
METAL &
STUCCO
PROJECT
SIGN
SC
MH: 20
SA
MH: 20
SB
MH: 18
SA
MH: 20
16
18
17
19.65
19 19.65
19
18
17
16
19.65
19
18
17
16
25' R / W
DEDICATION
SB
MH: 18
PROPOSED
DRY DETENTION AREA
PROPOSED DRY DETENTION AREA
20.00±
M.E.
19.98±
M.E.
19.80
19.80
20.60
20.10
20.60
20.10
20.73
20.96
20.36
20.96
20.36
20.20
20.91
20.41
21.45
21.35
20.85
21.17
20.67
21.45
21.17
20.67
20.49
21.45
21.50 21.50
21.40
21.40
21.50
21 LF 18"
ADS N-12
M.E.S.
INV.= 16.00
21.45
21.17
20.67
20.66
20.16
19.91
CONC. FLUME
CONC. FLUME
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN
BOUNDARY
M.E.S. INV.= 16.00
A A
21.14
21.40
21.40
20.94
21.35
20.8521.35
20.85
21.35
20.85
21.35
20.85
21.35
20.85
21.35
20.8521.35
20.85
21.35
20.85
21.35
20.85
20.91
20.41
21.17
20.67
21.17
20.67
21.17
20.67
21.17
20.67
21.17
20.67
21.17
20.67
21.17
20.67
NOTE:
ROOF DISCHARGE FROM BOTH
BUILDINGS TO BE CONVEYED
TO STORMWATER TREATMENT SYSTEM
CONTRACTOR TO GRADE DOWN
4:1 MAX SLOPE TO EXISTING (TYP.)
CONTRACTOR TO GRADE DOWN
4:1 MAX SLOPE TO EXISTING (TYP.)
C C
BB21.15
21.15
20.85
20.85
20.85
20.85
20.07
19.57
20.07
19.57
25 LF 18"
ADS N-12
21 LF 18" ADS N-12
DS-1
FDOT 425-024
CURB INLET
RIM EL.= 19.57
S. INV.= 16.00
N. INV.= 16.00
DS-2
FDOT 425-024
CURB INLET
RIM EL.= 19.57
S. INV.= 16.00
N. INV.= 16.00
INSTALL 3' CURB
TRANSITION
20.46
20.72
21.30
20.80
21.30
20.80
21.30
20.80
21.30
20.80
21.30
20.80
21.30
20.80
DDEESECTION A-A
N.T.S.
EXISTING
GROUND
19.3
19.919.6
16.00
19.65 20.70
20.20
F.F.E.= 21.50
21.40
20.90
21.45
BUILDING
5'
CONC.
WALK44' PAVEMENT8'14.6'
DRY DETENTION AREA 110'±
4:1
TYPE "F"
CURB
16.00
19.65
4:1
F.F.E.= 20.32 19.8
5'EX. BUILDING 14.6'
EXISTING
GROUND
16.00
19.65
4:1
14.6'
16.00
19.65
4:1
14.6'
20.70
20.20
TYPE "F"
CURB
20.70
20.20
TYPE "F"
CURB
MITERED
END SECTION
18" ADS N-12
7'2'13'
2%
20.46
19.65
4:1
14.6'
MITERED
END SECTION
18" ADS N-12
7'2'13'
2%19.65
4:1
16.00 16.00
14.6'11.5'20.3'
LP
DRAINAGE BASIN BOUNDARY
2'
4:1
MAX.MATCH EX.
18.6±
EX. SWALE
4:1
MATCH EX.
18.5±
EXISTING
GROUND
DRY DETENTION AREA 107±
18" ADS N-12
26' ASPHALT PAVEMENT
DS-1 DS-2
DRY DETENTION AREA 41'±
2'
12.9'
19.0
16.0
16.0
18.6 18.5
16.0 16.4
SECTION B-B
N.T.S.
F.F.E.= 21.50
BUILDING
DRAINAGE BASIN BOUNDARY
21.5'
18.1
20.5
4:1
MAX.MATCH EX.
18.3±
SECTION C-C
N.T.S.
21.0
5'
LP
MATCH EX.
18.5±
EXISTING
GROUND
4:1
8" WM
SECTION D-D
N.T.S.
1.8'
8.2'
10'0.67'ASPHALT
PAVEMENT
LP
MATCH EX.
18.5±
F.F.E.= 21.50
BUILDING
4:1
MAX.
21.0
EXISTING
GROUND
8" WM
SECTION E-E
N.T.S.
10'FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C8 PGD PLAN.dwg 9/24/2020 1:14 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC8PAVING, GRADING ANDDRAINAGE PLAN9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
PAVING, GRADING AND DRAINAGE PLAN
SCALE: 1" = 30'
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
20.00 PROPOSED GRADE
20.00±
M.E.
PROPOSED GRADE
MATCH EXISTING
MITERED END SECTIONM.E.S.
EXISTING DITCH
PROPOSED LIGHT POLE (BY OTHERS)
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
PROPOSED HEAVY DUTY CONCRETE
KINGS HIGHWAY125'
125'80'80'125'
125'80'80'PROPOSED BUILDING 1
CITRUCELLO PLANT
10,000 S.F.
F.F.E.= 21.50
PROPOSED BUILDING 2
(FUTURE PHASE)
DISTRIBUTION CENTER
10,000 S.F.
F.F.E.= 21.50
5' CONC. SIDEWALK
5' CONC. SIDEWALK
RELOCATED
8' WIDE
METAL &
STUCCO
PROJECT
SIGN
SC
MH: 20
SA
MH: 20
SB
MH: 18
SA
MH: 20
16
18
17
19.65
19 19.65
19
18
17
16
19.65
19
18
17
16
25' R / W
DEDICATION
SB
MH: 18
PROPOSED
DRY DETENTION AREA
PROPOSED DRY DETENTION AREA
5' CONC. SIDEWALK
EXISTING IRRIGATION
WELL TO REMAIN
INSTALL 87 LF 6"
PVC SAN LATERAL
@ 1.0% MIN.
FOR DETAILS OF CONNECTION
TO BUILDING SEE ARCHITECTUAL
PLANS
FOR DETAILS OF CONNECTION TO BUILDING SEE
ARCHITECTUAL PLANS
EXISTING
WATER SERVICE
ENTRY LOCATION
CONNECT TO EX. CLEANOUT
MIN EL= 19.77 (CONTRACTOR
TO VERIFY PRIOR TO
CONSTRUCTION)
INSTALL 10 LF 2" PVC WATER MAIN
INSTALL 2" 90° BEND (TYP.)
PORTIONS OF PAVEMENT &
CONCRETE TO BE REMOVED
& REPLACED IN KIND
6' EASEMENTINSTALL 334 LF 6" PVC SAN @ 1.6% MIN.
SOLID INTERCEPTOR
(BY OTHERS)
FOR DETAILS OF CONNECTION TO BUILDING
SEE ARCHITECTUAL PLANS
SOLID
INTERCEPTOR
(BY OTHERS)
FOR DETAILS OF CONNECTION TO BUILDING
SEE ARCHITECTUAL PLANS
INSTALL 55 LF 6"
PVC SAN LATERAL
@ 1.0% MIN.
INSTALL 7 LF 1"
PVC WATER MAIN
INSTALL 100 LF
2" PE FORCE MAIN
AT MIN. 36" COVER
INSTALL
8"X1" CROSS
INSTALL 1" METER & RPZ
INSTALL 1" METER & RPZ
PROPOSED LIFT STATION
TOP EL= 20.50
INFLUENT INV.= 10.71
(SEE DETAILS,
SHEET C12)
INSTALL 538 LF 8"
PVC WATER MAIN
INSTALL 123 LF 8"
PVC WATER MAIN
INSTALL 82 LF 8"
PVC WATER MAIN
INSTALL 153 LF 8"
PVC WATER MAIN
INSTALL 8"X2" TEE
2" METER
& RPZ
INSTALL 8" GV & PLUG
INSTALL
8"X6" REDUCER
INSTALL FIRE
HYDRANT
ASSEMBLY
EX. SEPTIC TANK & DRAINFIELD
TO BE ABANDONED PER FAC
CHAPTER 64E-6 BY PLUMBING
CONTRACTOR
INSTALL 8" TEE
8" G.V.
INSTALL 2" TEE
(2) 2" GV & PLUG
INSTALL 150 LF 6" PVC SAN @ 1.6% MIN.EXISTING
SEPTIC AREA
INSTALL
CLEANOUT
TOP= 20.08
INV.= 19.21
INSTALL 8" 90° BEND
INSTALL 55 LF 2" PVC WATER MAIN
INSTALL 52 LF 2" PVC WATER MAIN
INSTALL
47 LF 6" PVC
WATER MAIN
INSTALL 7 LF 1" PVC WATER MAIN
INSTALL 27 LF 1"
PVC WATER MAIN
INSTALL 31 LF 1"
PVC WATER MAIN
INSTALL 8" TEE
8" GV
& 8"X4" REDUCER
INSTALL 41 LF 6" PVC
SAN @ 1.6% MIN.
INSTALL 35 LF 6" PVC
SAN @ 1.6% MIN.
2
3
6
8
5
7
9
10
INSTALL FDC
& 18 LF 4" PVC
INSTALL FDC
& 18 LF 4" PVC
INSTALL 26 LF 4" PVC FIRE LINE
90° BEND
INSTALL 7 LF 4" PVC FIRE LINE
90° BEND
INSTALL 4" DDCV
INSTALL 32 LF 8" PVC WATER MAIN
INSTALL 8"X4" TEE
INSTALL 18 LF 4" PVC FIRE LINE
90° BEND
INSTALL 4" DDCV
4
INSTALL
CLEANOUT
TOP= 20.72
INV.= 13.87
SS-1
RIM= 20.52
NW. INV.= 13.21
E. INV.= 13.11
PROPOSED
5'X5'
TRANSFORMER
PAD
PROPOSED
4.5'X13'
GENERATOR
PAD
5
1
.
6
4
'54.51'EXISTING
WET POND
INSTALL 60 LF 8"
HDPE WATER MAIN
BY DIRECTIONAL BORE
INSTALL 12"X8"
TAPPING SLEEVE
& 8" VALVE
SAMPLE POINT #1
INSTALL 4"X2"
WET TAP
ASSEMBLY
6' MIN. SEPARATION
EXISTING 4"
SLCUD FM
EXISTING 12"
SLCUD WM
6' EASEMENT1
INSTALL 235 LF 8"
PVC WATER MAIN
INSTALL 427 LF
2" PE FORCE MAIN
AT MIN. 36" COVER
INSTALL 8 LF 8"
PVC WATER MAIN
45° BEND
45° BEND
INSTALL 170 LF 8"
PVC WATER MAIN
FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C9 UTILITY PLAN.dwg 9/24/2020 1:13 PM GREGGREEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC9UTILITY PLAN9/24/20201 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
UTILITY PLAN
SCALE: 1" = 30'
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE MATCH LINE A-AMATCH LINE A-A1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
UTILITY PLAN
SCALE: 1" = 30'
EXISTING DITCH
PROPOSED LIGHT POLE (BY OTHERS)
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
SAMPLE POINT LOCATIONSP-1
PROPOSED HEAVY DUTY CONCRETE
KINGS HIGHWAY125'
125'80'80'125'
125'80'80'PROPOSED BUILDING 1
CITRUCELLO PLANT
10,000 S.F.
F.F.E.= 21.50
PROPOSED BUILDING 2
(FUTURE PHASE)
DISTRIBUTION CENTER
10,000 S.F.
F.F.E.= 21.50
5' CONC. SIDEWALK
5' CONC. SIDEWALK
RELOCATED
8' WIDE
METAL &
STUCCO
PROJECT
SIGN
SC
MH: 20
SA
MH: 20
SB
MH: 18
SA
MH: 20
16
18
17
19.65
19 19.65
19
18
17
16
19.65
19
18
17
16
25' R / W
DEDICATION
SB
MH: 18
PROPOSED
DRY DETENTION AREA
PROPOSED DRY DETENTION AREA
REMOVE PLUG &
CONNECT TO 2" G.V.APPROXIMATE LOCATION OF
FUTURE FPUA WM
APPROXIMATE LOCATION OF
FUTURE FPUA FM
FUTURE USE
826± LF 2" PVC FMPOSSIBLE
FUTURE
CONNECTION
POINT
POSSIBLE
FUTURE
CONNECTION
POINT 6' EASEMENTFUTURE USE
62 LF 8" PVC WM
FUTURE USE
25 LF 8" PVC WM
FUTURE USE
11 LF 8" PVC WM
45° BEND,
TYP.
FUTURE USE
13 LF 8" PVC WM
REMOVE PLUG &
CONNECT TO 8" G.V.
FUTURE USE
244 LF 8" PVC WM
11
PORTION OF PAVEMENT
TO BE REMOVED
& REPLACED IN KIND
IF FM IS NOT
DIRECTIONAL BORED
12
1314
RELOCATE GUY WIRES
AS REQUIRED
EXISTING
WET POND
PORTION OF FM
TO BE ABANDONED
PORTION OF WM
TO BE ABANDONED
FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055AJARON B WOL.
No. 55313
STATE OF
ROFL ADl RF
O
R
P
lSSE
ANO lNEEE N GL
ENSEClL
AARON J. BOWLES
FL. P.E. #55313
ES
C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C10 UTILITY PLAN 2.dwg 9/24/2020 1:13 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTSC10FUTURE USEUTILITY PLAN9/24/20201 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
FUTURE USE UTILITY PLAN
SCALE: 1" = 30'
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE MATCH LINE A-AMATCH LINE A-A1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
FUTURE USE UTILITY PLAN
SCALE: 1" = 30'
EXISTING DITCH
PROPOSED LIGHT POLE (BY OTHERS)
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
PROPOSED HEAVY DUTY CONCRETE
ALL FUTURE CONNECTIONS TO FPUA
LINES TO USE MOST CURRENT FPUA
DETAILS 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 DETAILS
9/24/2020HANDICAPPED 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.= 14.94FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
A
JA
RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
N
EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTSSLOPE PER PLANVARIES6"2'-0"6"6"4"6"4"6"4"6"3'-0"6"6"ENERGYDISSIPATORSPAVING10'-0"EOP EOP
AA24"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.SEE
PLANHEAVY DUTY CONCRETE DETAILN.T.S.REGULAR DUTY CONCRETE DETAILN.T.S.FDOT INDEX #522-002 SIDEWALK CURB RAMP DETAILSN.T.S.
C12UTILITY DETAILS
9/24/2020FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
A
JA
RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
N
EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS
C13UTILITY DETAILS
9/24/2020FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
A
JA
RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
N
EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:19 PM GREGGREED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS
C14LIFT STATION DETAILS
9/24/2020FLORIDA REVISIONS DATE
1835 - 20TH STREET
VERO BEACH, FL 32960
PH. (772) 569-0035
FX. (772) 778-3617
MELBOURNE, FL - PH (321) 253-1510
FT. PIERCE, FL - PH (772) 468-9055
A
JA
RONBWOL.No. 55313STATE OFROFLADlRFORPlSSEANOl
N
EEENGL ENSEClLAARON J. BOWLESFL. P.E. #55313ESC:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 COVER-DETAILS.dwg 9/24/2020 1:20 PM GREGGREED
ST. LUCIE COUNTY
INDIAN RIVER SPIRITS
SITE IMPROVEMENTS PVC 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'
MAX
2" 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 UNLESSR2R25 3873838MCP2MCP1CCBMCBCONTACTORSRSC & RCPTSSEAL LEAK 2N46452M1M41SEAL LEAK 14141NV, PH, 60HZ, 4W1111R2CCB(15A)GFIFS234135R124236 21028HIGH LEVEL87632111112711OFFFR1FR3FR2LEADLAG2M1M12133427271111133434ALTVM13104124VAC100VA120VAC41FR4FR3LAG 2 10HLA
IN PUMP18P 21PFR4T'STAT 2814 208316 N 84NSEAL 1
2SEAL
1
T'STAT 2
3 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 BLOCKFR2FR1LEADOFF 11 27 11 1 11WITH GUARDALARM LIGHT2BP 2221B2R 2WP 1GENERATORRECEPTACLEHORNSILENCEHOUR METERh00001,00HOUR METERh00001,00HORNSEAL LEAK INDICATORSHOAsINTERLOCKCIRCUIT BREAKERETMsPUMPS RUN LIGHTS1 2OFFHAND 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'
LANDSCAPE
BUFFER
10'
LANDSCAPE
BUFFER
10'
LANDSCAPE
BUFFER
KINGS HIGHWAY125'
125'80'80'125'
125'80'80'PROPOSED BUILDING 1
CITRUCELLO PLANT
10,000 S.F.
F.F.E.= 21.50
PROPOSED BUILDING 2
(FUTURE PHASE)
DISTRIBUTION CENTER
10,000 S.F.
F.F.E.= 21.50
5' CONC. SIDEWALK
5' CONC. SIDEWALK
RELOCATED
8' WIDE
METAL &
STUCCO
PROJECT
SIGN
SC
MH: 20
SA
MH: 20
SB
MH: 18
SA
MH: 20
16
18
17
19.65
19 19.65
19
18
17
16
19.65
19
18
17
16
25' R / W
DEDICATION
SB
MH: 18
PROPOSED
DRY DETENTION AREA
PROPOSED DRY DETENTION AREA
QV
2
QV
2
SP
6
IA
1
± 264' LIMITS OF LANDSCAPE IMPROVEMENTS
± 190' LIMITS OF LANDSCAPE IMPROVEMENTS
QV
2
FB
117SEE LANDSCAPE
MATERIAL PLANTING
NOTE (TYP.)20' MIN.TO OHW30' MIN.
TO OHW
20' MIN.15'x15' VISIBILITY
TRIANGLE
IA
1
IA
1
GL
1
GL
1
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 45 LF
± 112 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 40 LF
± 180 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
± 180 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 45 LF
SP
7
IA
1
SP
8
GL
1
FB
80
QV
1
SP
3
GL
1
SP
3
FB
69
EXISTING 24" OAK TO
SERVE AS END OF
ROW PARKING TREE
FB
23
IA
1
IA
1
EXISTING
RELOCATED
LIVE OAK
QV
1
CP
11
QV
1
GL
1
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 60 LF
± 223 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 60 LF
± 223 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
IA
1
IA
1
± 280 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
± 280 SF SOD
PARKING AREA
INTERIOR
LANDSCAPE AREA
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 64 LF
PROVIDE ROOT BARRIER
SYSTEM AT ISLAND
PERIMETER ± 64 LF
SOD LANDSCAPE
BUFFER AS NEEDED
(TYP.)
EX. OAKS
TO BE REMOVED
EX. OAK
TO BE RELOCATED
EX. OAK
TO BE REMOVED
THESE TREES ARE BEING PRESERVED ON-SITE
THESE TREES ARE BEING
PRESERVED ON-SITE
FB
150
IA
6
3 OAKS OFF EDGE
TO MEET MITIGATION
CP
11
MC
10
W / 3 FT.
RADIUS OF
LANDSCAPE
AREA PER
LDC 9.02.01D
C15LANDSCAPE PLAN9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 30 60
30
LANDSCAPE PLAN
SCALE: 1" = 30'
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
LEGEND
PROPOSED ASPHALT
AREA OF EXISTING COARSE AGGREGATE ROCK (6" THICK)
1. BUFFERS
WEST 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 LF
1 TREES PER 30 LF = 8 TREES
CONTINUOUS HEDGE
PROVIDED:
15' WIDE BUFFER ALONG KINGS HIGHWAY (WEST P.L.)
TREES := 8 TREES
3 EXISTING AND 6 PROPOSED PALMS (3 TREES @ 3:1) ,
1 EXISTING RELOCATED OAK AND 3 PROPOSED OAKS
1 PROPOSED GUMBO LIMBO
SHRUBS = EXISTING WAX MYRTLE HEDGE
TO BE AUGMENTED WITH
92 ADDITIONAL FIREBUSH
TO PROVIDE A CONTINUOUS HEDGE
NORTH 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 TREES
HEDGE 4' HIGH AT PLANTING
PROVIDED:
10' WIDE LANDSCAPE BUFFER ALONG NORTH P.L.
TREES : = 7 TREES
7 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 TREES
HEDGE 4' HIGH AT PLANTING
PROVIDED:
10' WIDE LANDSCAPE BUFFER ALONG SOUTH P.L.
CANOPY TREES: = 9 TREES
9 PROPOSED TREES (4 OAKS, 2 HOLLIES, 1 GUMBO LIMBO AND 6 PALMS @ 3:1)
4' HIGH HEDGE (117 FIREBUSH)
TOTAL REQUIRED THIS SECTION
TREES 24
SHRUBS CONTINUOUS HEDGE (4' H. AT NORTH AND SOUTH PROPERTY LINES)
TOTAL PROVIDED THIS SECTION
TREES 24 (1 RELOCATED TREE, 13 PROPOSED TREES,
3 EXISTING AND 27 PROPOSED PALMS)
SHRUBS 289 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 AREA
MINIMUM OF 180 SF IN SIZE WITH A 10' MINIMUM WIDTH
1 TREE PER ISLAND
18,310 SF OF PARKING AND VEHICULAR USE AREA
18,310 SF / 18 SF = 1,017 SF LANDSCAPING AREA REQUIRED
7 PARKING ISLANDS = 7 TREES REQUIRED
PROVIDED:
1,478 SF OF LANDSCAPE AREA PROVIDED
TREES : = 7 TREES
7 PROPOSED TREES (2 GUMBO LIMBO, 2 SABAL PALM AND 3 HOLLY)
LANDSCAPE CALCULATIONS
QV
1
SPECIES
QUANTITY
CALLOUT SYMBOL LEGEND
3200 N. KINGS HIGHWAY
713 SHORE DRIVE
MARKUS & ANNEMARIE PORTMANN
VERO BEACH, FLORIDA 32963
FORT PIERCE, FLORIDA 34951
SITE ADDRESS
OWNER/APPLICANT
SITE INFORMATION
ENGINEER
PHONE (772) 569-0035
VERO BEACH, FLORIDA 32960
1835 20TH STREET
MBV ENGINEERING, INC.
1325-233-0000-000-7
TAX PARCEL I.D. NUMBER(S)
ZONING LAND USE
CG & AR-1 MXD
SURVEYOR
PHONE (772) 569-7880
VERO BEACH, FLORIDA 32960
1835 20TH STREET
INDIAN RIVER SURVEY, INC.
PHONE (772) 569-0066
ARCHITECT
PHONE (772) 538-5130
VERO BEACH, FLORIDA 32963
STAFFAN H. LUNDBERG
ARCHITECT, LLC
LANDSCAPE MATERIAL PLANTING NOTE:
IN AREAS OF EXISTING COARSE AGGREGATE ROCK (6" THICK) WHERE NEW LANDSCAPE MATERIAL IS TO BE PLANTED; COMPLETELY REMOVE AGGREGATE
ROCK, AND PLANT PROPOSED LANDSCAPE MATERIAL PER LANDSCAPE DETAILS AND SPECIFICATIONS ON SHEETS C14 & C15.
PARKING AREA INTERIOR LANDSCAPE AREA
FDOT RIGHT-OF-WAY DEDICATION NOTE:
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) REQUIRES ADDITIONAL 25' RIGHT-OF-WAY DEDICATION, FOR FUTURE ROADWAY AND SWALE
IMPROVEMENTS. ALL EXISTING LANDSCAPE MUST BE REMOVED FROM THE DEDICATED AREA AND RELOCATED IN THE NEW BUFFER.
LIMITS OF CONSTRUCTION
TOTAL REQUIRED (ALL SECTIONS)
CANOPY TREES 29
SHRUBS 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)
SHRUBS 311 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 BEFORE
AND DURING CONSTRUCTION ACTIVITIES.
(B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING
TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE.
(C) INSTALLATION OF FENCES AND WALL SHALL TAKE INTO
CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES.
(D) FENCE/ BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL
TREES OR GROUPS OF TREES TO BE PRESERVED. FENCE SHALL BE
MAINTAINED DURING CONSTRUCTION.
LAND CLEARING NOTES:
(A) ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE
STABILIZATION OF BANKS OR EXISTING CANALS, DITCHES OR NATURAL
WATERCOURSES SHALL BE RETAINED.
(B) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE SHALL BE
REMOVED IN CONJUNCTION WITH ANY SITE DEVELOPMENT.
(C) ANY ABANDONED FLOW WELLS EXISTING ON SITE SHALL BE PLUGGED
IN CONJUNCTION WITH SITE DEVELOPMENT.
* COCONUT PALMS APPEAR TO BE NEWLY PLANTED AND ARE AN EXOTIC
SPECIES AND THEREFORE DO NOT COUNT TOWARDS MITIGATION FOR
REMOVAL OR CREDIT. THEY ARE LISTED HERE SOLELY TO ALERT
THE CONTRACTOR TO THEIR PRESENCE.
** ONLY 12" DBH AND LARGER TREES MAY BE COUNTED TOWARDS
PRESERVATION/ MITIGATION. SMALLER DBH TREES ARE LISTED
FOR REFERENCE ONLY
TREE TOTAL DBH = 238 (12" DBH AND ABOVE)
MINUS DBH OF TREES TO REMAIN (226) (12" DBH AND ABOVE)
TOTAL DBH OF DBH REQUIRING MITIGATION = 12
PALMS TOTAL = 30
TOTAL PALMS REQUIRING MITIGATION =0
MITIGATION REQUIRED
12" @ 2:1 RATIO = 24" DBH MITIGATION
280" PRESERVED ONSITE = 560" MITIGATION CREDIT
24" - 560" = 536" DBH CREDIT REMAINING
31 PALM CREDIT REMAINING
FEE REQUIREMENTS = N/A
TREE MITIGATION CALCULATIONS
EXISTING DITCH
PROPOSED LIGHT POLE (BY OTHERS)FLORIDAREVISIONS DATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C15 LANDSCAPE PLAN.dwg 9/24/2020 1:12 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTS3200 NORTH KINGS HIGHWAY
C16LANDSCAPE DETAILS9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
PLAN/SECTION
±18"
POOR DRAINAGE CONDITION
NOTE:
8.WATER TABLE. (DEPTH
VARIES)
7.BACKFILL WITH 1/2" -
3/4" GRAVEL.
5.SLOPE BOTTOM TO
DRAIN
4.12" CLEAN SAND,
COMPACTED. ADJUST
LAYER THICKNESS SO
TOP OF ROOTBALL IS
AT LEAST 1" ABOVE
FINISHED GRADE.
6.±18"∅ AUGURED HOLE
PENETRATE THROUGH
OCCLUDING LAYER TO
WATER TABLE OR TO A
DEPTH OF 7' TO
ASSURE PROPER
PERCOLATION.±48"±36"FOR A PARKING ISLAND
PLANTING SITUATION,
CONTRACTOR TO BACKFILL
ENTIRE LENGTH OF
PLANTING AREA TO WITHIN
6" OF BACK OF CURB OR
EDGE OF PAVEMENT.
2.BACKFILL WITH
PREPARED PLANTING
SOIL MIX AS SPECIFIED.
1.FINISH GRADE
PALM PLANTING AND STAKING
10. 24"L (MIN.) 2X4 P.T. WOOD STAKES,
NAIL TO SUPPORT POLES
11. PREPARED PLANTING SOIL AS
SPECIFIED
3.FIVE (5) 18"L, 2X4 WOOD
BATTENS. UNTREATED, #2
4.SECURE BATTENS WITH TWO (2)
3/4" CARBON STEEL BANDS TO
HOLD BATTENS IN PLACE. NO
NAILS SHALL BE DRIVEN INTO
PALM. HEIGHT OF BATTENS
SHALL BE LOCATED
PROPORTIONATELY TO THE
HEIGHT OF THE PALM FOR
ADEQUATE BRACING.
9.FINISH GRADE
8.3" SPECIFIED MULCH
6.PROVIDE FLAGGING AT MIDPOINT
AND BASE OF SUPPORTS.
5.THREE (3) 8'L 2X4 SUPPORTS.
NAIL (DRILL AND NAIL IF
NECESSARY) TO BATTENS AND 2"
X 4" STAKES. PALMS SHALL BE
PLUMB VERTICALLY UNLESS
OTHERWISE NOTED.
1.MINIMUM OF NINE (9) GOOD PALM
FRONDS; PRUNE AND TIE
FRONDS WITH HEMP TWINE.
SABAL PALMS TO BE
SELECTIVELY "HURRICANE CUT",
LEAVING ONLY NEWLY-
EMERGING GROWTH.
2.5 LAYERS OF BURLAP TO
PROTECT TRUNK.
3.FILTER CLOTH, MIRAFI
500X OR BETTER
A.WASHINGTONIA
PALMS SIMILAR W/
BOOTS INTACT.
B.SEE PLANS AND
SPECS. FOR PALMS W/
BOOTS TO REMAIN ON
TRUNK.
C.FINAL TREE STAKING
DETAILS AND
PLACEMENT TO BE
APPROVED BY
OWNER.
D.CONTRACTOR SHALL
ASSURE
PERCOLATION OF ALL
PLANTING PITS PRIOR
TO INSTALLATION -
REFER TO POOR
DRAINAGE CONDITION
DETAIL.
OA=OVERALL PALM
HEIGHT (MEASURED
TO TOP OF BUD)
CT=CLEAR TRUNK
(MEASURED TO
BOTTOM OF
LEAF SHEATHS)
GW=GRAY WOOD
(MEASURED TO TOP
OF HARDENED
TRUNK)
NOTES:
1
5
3
4
2
6
7
8
9
10
11
1
3
2
5
6
4
8
7
OA
CT
GW
120°
PLAN
120°120°
PLAN
6
+
H.P.
5
ROOTBALL
SECTION
LIMITS OF
TREE/
SHRUB PIT
1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS
SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS
SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE
SECTION
PARKING SPACE/CURB PLANTING
2'-0"
2. CURB OR PARKING LOT EDGE, BY OTHERS
12
MIN. CLEAR
36" (MIN) TO CENTER
OF TRUNK
CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB.
NOTES
SECTION
PLANTINGS ADJACENT TO BUILDINGS
*
*STONE MULCH: 24" MIN. FROM BUILDING, INSTALL STONE MULCH. MULCH TYPE TO
BE RUSTIC RIVER ROCK OR OWNER'S REPRESENTATIVE APPROVED EQUAL. STONE
MULCH TO BE INSTALLED TO A DEPTH OF 4"-6" (MIN.)
24" (MIN)
STONE MULCH
TREE PLANTING
3X ROOTBALL DIAMETER
C.SEE PRE-APPROVED STAKING
METHODS, THIS SHEET
NOTES:
5.FIND TOP-MOST ROOT ON
ROOTBALL; POSITION ROOTBALL SO
THIS TOP ROOT IS 1-2" ABOVE
LANDSCAPE SOIL. (APPROX. 10% OF
ROOTBALL SHALL BE ABOVE
LANDSCAPE SOIL)
6.B & B OR CONTAINER (SEE
SPECIFICATIONS FOR ROOT BALL
REQUIREMENTS).
7.REMOVE ALL SYNTHETIC MATERIALS
FROM ROOTBALL.
8.ROOTBALLS SHALL BE PLACED ON
UNDISTURBED SOIL TO PREVENT
SETTLING.
A.CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING
PITS PRIOR TO INSTALLATION.
B.FINAL TREE STAKING DETAILS AND
PLACEMENT TO BE APPROVED BY
OWNER.
1. TRUNK
3.SHALLOW/ WIDE PLANT HOLE; TOP
SHALL BE 3X THE SIZE OF
ROOTBALL.
4.FINISHED GRADE - LANDSCAPE SOIL
5
4
1
3
2
6
7
8
*ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A
TOLERANCE OF THREE DEGREES, UNLESS
OTHERWISE DIRECTED BY OWNER'S
REPRESENTATIVE.
PLAN/SECTION
STAKING - UP TO 65 GAL. OR B&B TO 3-1/2" CAL.
NOTE:
5.STAKES TO EXTEND
INTO NATIVE SOIL BY
1-1/2 X THE ROOTBALL
DEPTH MIN.
4.VERTICAL STAKES
SHALL ABUT SIDE OF
ROOTBALL
48" MIN.IF SPATIAL
REQUIREMENTS
PRECLUDE STAKING WITH
THIS METHOD, SUBMIT
ALTERNATE FOR
LANDSCAPE ARCHITECT'S
APPROVAL PRIOR TO
INSTALLING PLANT.
2.HORIZONTAL 2X2
SCREWED TO 2X2
STAKE. ALL WOOD
SHALL BE #2
UNTREATED.
1.FINISH GRADE
3X ROOTBALL .DIAMETER
3.3-1/2" DRYWALL
SCREW, THREAD SIZE
12, SHARP POINT,
FULL THREAD, BLACK
PHOSPHATE FINISH
12
PLAN
5
ROOTBALL
SECTION
LIMITS OF
PLANT PIT
3
2
4
NTS
8.SCARIFY ROOTBALL SIDES
AND BOTTOM.
PLAN
2.TOP 10% OF SHRUB AND
GROUNDCOVER ROOTBALLS
TO BE PLANTED ABOVE THE
LANDSCAPE GRADE. DO NOT
COVER EXPOSED 10% ON
SIDES WITH SOIL.
3.PRUNE ALL LIKE SHRUBS
WITHIN A PLANTED MASS TO
ACHIEVE A UNIFORM
MASS/HEIGHT.
4.3" MINIMUM MULCH AS
SPECIFIED - DO NOT COVER
ENTIRE SHRUB ROOTBALL
OR CREATE 'WATER RINGS'
ONLY COVER SIDES OF
ROOTBALL WITH MULCH
5.EXCAVATE ENTIRE BED
SPECIFIED FOR
GROUNDCOVER BED.
6.FINISHED GRADE (SEE
GRADING PLAN).
7.PREPARED PLANTING SOIL
AS SPECIFIED. NOTE: WHEN
GROUND- COVERS AND
SHRUBS USED IN MASSES,
ENTIRE BED TO BE
AMENDED WITH PLANTING
SOIL MIX AS SPECIFIED.
SHRUB / GROUNDCOVER PLANTING
MAINTAIN 12" DEAD ZONE
AT BED EDGE (TYP)
REFER TO PLANT
SCHEDULE FOR SPACING
BEST FACE OF SHRUB/
GROUNDCOVER TO FACE
FRONT OF PLANTING BED.
'X'
3 564
2
8
7
X X
SECTION
*ALL SHRUBS AND GROUNDCOVERS
SHALL BE PLUMB VERTICALLY, UNLESS
OTHERWISE DIRECTED BY OWNER'S
REPRESENTATIVE.
2X ROOTBALL DIAMETER
1.FIND POINT WHERE
TOPMOST ROOT EMERGES
FROM TRUNK WITHIN 2" OF
SURFACE. CLEAR EXCESS
SOIL IF NECESSARY.
rootball
10% of
BED EDGE
1
5
3
1
4
2
7
8
PLANTING ON A SLOPE
SECTION
A. CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS PRIOR
TO INSTALLATION.
B.FINAL TREE STAKING DETAILS AND
PLACEMENT TO BE APPROVED BY OWNER.
5.FIND TOP-MOST ROOT ON ROOTBALL;
POSITION ROOTBALL SO THIS TOP ROOT IS
1-2" ABOVE LANDSCAPE SOIL. (APPROX. 10%
OF ROOTBALL SHALL BE ABOVE LANDSCAPE
SOIL)
*ALL TREES SHALL BE PLUMB VERTICALLY
WITHIN A TOLERANCE OF THREE DEGREES,
UNLESS OTHERWISE DIRECTED BY OWNER'S
REPRESENTATIVE.
EXISTING
GRADE
(DASHED)
3X ROOTBALL DIAMETER
rootball
10% of
NOTES:
7.B & B OR CONTAINER REMOVE ALL
SYNTHETIC MATERIALS FROM ROOTBALL.
(SEE SPECIFICATIONS FOR OTHER ROOT
BALL REQUIREMENTS)
8.ROOTBALLS SHALL BE PLACED ON
UNDISTURBED SOIL TO PREVENT SETTLING.
1.TREES, PALMS, AND LARGE SHRUBS (15 GAL
OR GREATER) SHALL BE PLANTED IN
SIMILAR MANNER
2.3" MINIMUM OF MULCH AS SPECIFIED.
WHERE TREES ARE PLACED IN SOD, MULCH
RING FOR TREES COVER ROOTBALL SIDES
AND EXTEND 18" BEYOND ON ALL SIDES. NO
MULCH SHALL BE PLACED OVER TRUNK.
3.SHALLOW/ WIDE PLANT HOLE; TOP SHALL
BE 3X THE SIZE OF ROOTBALL.
4.FINISHED GRADE - LANDSCAPE SOIL
B.FINAL TREE STAKING DETAILS
AND PLACEMENT TO BE
APPROVED BY OWNER.
C.ALTERNATE TREE ANCHORING
SYSTEMS MAY BE SUBSTITUTED
FOR WOOD STAKING SYSTEM
UPON APPROVAL BY OWNER OR
OWNER'S REPRESENTATIVE
PRE-APPROVED SYSTEMS:
*BROOKS TREE BRACING
*ARBOR TIE TREE BRACING
D.RUBBER HOSE/WIRE SYSTEMS
ARE NOT ALLOWED.
NOTES:
6.FINISHED GRADE (SEE GRADING
PLAN)
5.2" x 4" x 3' (MIN), P.T. WOOD
STAKES BURIED 3" BELOW
FINISHED GRADE.
SECTION
LARGE TREE STAKING - 100 GAL + OR B&B 4" +
PLAN
1.FIVE (5) LAYERS OF BURLAP TO
PROTECT TRUNK
2.TWO STEEL BANDS TO SECURE
BATTENS
3.FIVE 2 X 4 X 18"L WOOD BATTENS
4.THREE (3) 2" X 8' LODGE POLES.
DRILL, USING GALVANIZED
SCREWS, TO BATTENS AND 2" X
4" STAKES. NO SCREWS SHALL
PENETRATE TREE. FLAG AT
MIDPOINT AND AT BASE.
5
6
4
3
1
2
A.ALL TREES SHALL BE PLUMB
VERTICALLY WITHIN A
TOLERANCE OF THREE DEGREES,
UNLESS OTHERWISE DIRECTED
BY OWNER'S REPRESENTATIVE.
6.BERM SOIL SO THAT TOP OF BERM IS JUST
BELOW THE TOP 10% OF THE TOP OF THE
ROOTBALL. SLOPE DOWNHILL PORTION OF
BERM AS REQUIRED TO MEET EXISTING
GRADE.6
2.3" MINIMUM OF MULCH AS
SPECIFIED. WHERE TREES ARE
PLACED IN SOD, MULCH RING FOR
TREES COVER ROOTBALL SIDES
AND EXTEND 18" BEYOND ON ALL
SIDES. NO MULCH SHALL BE
PLACED OVER TRUNK.
C.SEE PRE-APPROVED STAKING METHODS,
THIS SHEET
7.TOP-MOST ROOT SHALL BE
VISIBLE AT THE SURFACE OF THE
ROOTBALL, SLIGHTLY ABOVE
SURROUNDING GRADE.
1. CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE
PLANS).
2.CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST
SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF,
SEE PLANS. SEE DETAIL 'I' FOR PLANTER MEDIANS ADJACENT TO PARKING
SPACES.
3. 1" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.
·EXCAVATE CONTINUOUS 36" DEEP (FROM TOP OF CURB) FOR ENTIRE LENGTH
AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX.
·PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO
REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP).
·ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION
RATES ARE 2" PER HOUR OR LESS.
PLANTER ISLAND NOTES
SECTION
PLANTED PARKING LOT ISLANDS / MEDIANS
WIDTH VARIES - SEE PLANS
2 1
3
1:5 1:5
±3'-0"
TO CENTER OF
NEAREST SHRUB
2'-0"
12
MIN. CLEAR
±3'-0"
TO CENTER OF
NEAREST SHRUB
PARKING ISLAND, SIDE DETAIL
PARKING ISLAND, NOSE-IN DETAIL
CAR DOOR
120°
120°120°
B. CONSTRUCTION AND INSTALLATION
NOTES:
A. MATERIALS
ANTI-LIFT GROUND LOCK
ZIPPER JOINING SYSTEM
DOUBLE TOP EDGE
ZIPPER JOINING SYSTEM
.085"
.085"
1/2"
1/4"
7/16"
.085"
.085"
2 1/4"
.085"3/8"
24" DEEPROOT TREE ROOT BARRIERS
SPECIFIED TREE ROOT BARRIERS ARE A
MECHANICAL BARRIER AND ROOT
DEFLECTOR TO PREVENT TREE ROOTS
FROM DAMAGING HARD- SCAPES AND
LANDSCAPES. ASSEMBLED IN 2' LONG
MODULES TO CREATE VARYING SIZES OF
CYLINDERS FOR SURROUNDING ROOT
BALLS (SURROUND PLANTING STYLE) OR
FOR LINEAR APPLICATIONS DIRECTLY
BESIDE A HARDSCAPE ADJACENT TO ONE
SIDE OF THE TREES (LINEAR PLANTING
STYLE).
1.THE CONTRACTOR SHALL FURNISH AND
INSTALL TREE ROOT BARRIERS AS SPECIFIED.
THE TREE ROOT BARRIERS SHALL BE
PRODUCT # UB 24-2 AS MANUFACTURED BY
DEEP ROOT PARTNERS, L.P. 345 LORTON AVE.
#103, BURLINGAME, CA (800-458-7668), OR
APPROVED EQUAL. THE BARRIER SHALL BE
BLACK, INJECTION MOLDED PANELS, OF 0.085"
WALL THICKNESS IN MODULES 24" LONG BY
24" DEEP; MANUFACTURED WITH A MINIMUM
50% POST CONSUMER RECYCLED
POLYPROPYLENE PLASTIC WITH ADDED
ULTRAVIOLET INHIBITORS; RECYCLABLE. EACH
PANEL SHALL HAVE:
1.THE CONTRACTOR SHALL INSTALL THE TREE
ROOT BARRIERS WITH THE NUMBER OF
PANELS AND IN THE MANNER SHOWN ON THE
DRAWINGS. THE VERTICAL ROOT DEFLECTING
RIBS SHALL BE FACING INWARDS TO THE
ROOT BALL AND THE TOP OF THE DOUBLE
EDGE SHALL BE 1/2" ABOVE GRADE. EACH OF
THE REQUIRED NUMBER OF PANELS SHALL BE
CONNECTED TO FORM A CIRCLE AROUND THE
ROOT BALL OR WHERE SPECIFIED JOINED IN A
LINEAR FASHION AND PLACED ALONG THE
ADJACENT HARDSCAPE.
ALL STREET TREES WITH TRUNKS CLOSER
THAN 4 FT. TO PAVED SURFACES SHALL BE
PLANTED WITH ROOT BARRIER BETWEEN THE
ROOT BALL AND PAVING.
PLANTINGS WITHIN TREE WELLS REQUIRE
ROOT BARRIERS ALONG ALL SIDES OF THE TREE
WELL.
2.EXCAVATION AND SOIL PREPARATION SHALL
CONFORM TO THE DRAWINGS
3.THE TREE ROOT BARRIERS SHALL BE
BACKFILLED ON THE OUTSIDE WITH 3/4" TO 1
1/2" GRAVEL OR CRUSHED ROCK AS SHOWN
ON THE DRAWINGS. NO GRAVEL BACKFILL IS
REQUIRED FOR A LINEAR PLANTING
SECTION
DOUBLE TOP EDGE FOR
PREVENTION OF ROOT
OVER GROWTH
90° ROOT DEFLECTING RIBS
INTEGRAL PART OF PANEL
PANEL 0.085" (2.16MM)
THICK POLYPROPYLENE
PATENTED MOLDED GROUND
LOCKING ANTI-LIFT PADS
(SEE DETAIL "B")
ROUNDED EDGES FOR SAFETY AND
STRENGTH
SECTION SECTION
PLAN/SECTION NTS NTS
NTS NTS
NTS NTS NTS
NTS
NTS
10% of
rootball
NTS
TREE PLANTING AND STAKING
SECTION NTS
1. PLACE RUBBER HOSE ON WIRE AT
ALL POINTS OF CONTACT WITH TREE.
2.PLACE 3 GALVANIZED GUY WIRES
(DOUBLE STRANDS), OF SUITABLE
STRENGTH FOR TREE, SPACED
EQUAL DISTANCE AROUND TREE
ABOVE FIRST LATERAL BRANCH AND
6"-9" FROM TOP OF STAKE.
3. REMOVE BURLAP FROM TOP
1
3 OF
ROOTBALL IF APPLICABLE.
4.3" MULCH (CYPRESS MULCH SHALL
NOT BE UTILIZED).
5. 2"x4"x10' WOOD STAKE DRIVEN 3'
BELOW GRADE.
6. PLANTING PIT DEPTH SHALL EQUAL
DEPTH OF ROOT BALL PLUS 6" FOR
SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH
SHALL BE TWICE THE DIAMETER OF
THE ROOT BALL.
7. BACKFILL AROUND ROOT BALL AS
SPECIFIED.
8. PLANT TOP OF ROOT BALL EVEN WITH
OR SLIGHTLY HIGHER THAN FINISHED
GRADE.
9. PLACE ROOT BALL AT BOTTOM OF
THE PLANTING PIT ON 6" LAYER OF
COMPACTED BACKFILL.
1
2
3
4
5
6
7
8
9
FLORIDAREVISIONSDATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C15 LANDSCAPE PLAN.dwg 9/24/2020 1:12 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTS3200 NORTH KINGS HIGHWAY
C17LANDSCAPE SPECIFICATIONS9/24/2020Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
A.SCOPE OF WORK
1. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND
ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE
DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED.
2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL
CERTIFICATION OF ACCEPTABILITY BY THE OWNER.
B.PROTECTION OF EXISTING STRUCTURES
ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING
ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS
OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE
SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER.
C.PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS
EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC. THIS
SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR
OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED WHERE HEAT WILL
DAMAGE ANY PLANT. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY
SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON
AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES
CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE
GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE
GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER.
D.MATERIALS
1. GENERAL
MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISE
DETERMINED BY THE OWNER. UPON SAMPLES' APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE.
MATERIAL SAMPLE SIZE
MULCH ONE (1) CUBIC FOOT
TOPSOIL MIX ONE (1) CUBIC FOOT
PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)
2. PLANT MATERIALS
a. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE
SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN
ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA
GRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. ALL PLANTS
SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT
EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE
UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE
ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR
THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR
OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM
THE OWNER'S REPRESENTATIVE.
b. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR
ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS
MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN
THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER
PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION
TO THE SIZE OF THE PLANT.
c. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR
UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH
APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS
OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT
DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE
REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK
PRIOR 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 ONE
PART 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 OTHER
LITTER: FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR
TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT
DECOMPOSED ORGANIC MATTER AND A PH BETWEEN 5.5 AND 7.0 - SUBMIT SAMPLE AND PH TESTING RESULTS
FOR APPROVAL.
3.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. CONTRACTOR SHALL SUBMIT RESULTS OF
SOIL TESTS FOR TOPSOIL AND SAND PROPOSED FOR USE UNDER THIS CONTRACT FOR APPROVAL BY THE
OWNER.
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 RECOMMENDATION
PRIOR TO PLANTING.
5. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO
PLANT INSTALLATION OPERATIONS COMMENCE.
F.WATER
WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN
ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL
TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF
AVAILABLE, 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 PROVIDE
SATISFACTORY 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. FERTILIZER
CONTRACTOR 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 OR
OTHERWISE NATURALLY-DERIVED. APPLICATION IS TO BE IN ACCORDANCE WITH FLORIDA GREEN INDUSTRIES BEST
MANAGEMENT PRACTICES.
*FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
H.MULCH
MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND
APPLIED AT A MINIMUM DEPTH OF 3 INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). SEE PLANT LIST
FOR TYPE OF MATERIAL ("FLORIMULCH," EUCALYPTUS MULCH, OR PINE STRAW) AND GRADE.
I.DIGGING AND HANDLING
1. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND
FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT
DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED
WITHIN 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 SUFFICIENT
SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT
BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR
CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS.
3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS, COMPLYING WITH FLORIDA
GRADES AND STANDARDS FOR NURSERY PLANTS, CURRENT EDITION. CARE SHALL BE EXERCISED THAT THE
ROOTS 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 THE
CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS
SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM
PLANTING DETAIL.
5. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE
AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-
BASES.
J. CONTAINER GROWN STOCK
1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN
THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY
AND ARE IN A HEALTHY GROWING CONDITION, FLORIDA #1 OR BETTER.
2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN
THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE
ROOT 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 BE
CONTAINER GROWN WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL IS OBTAINED FROM THE OWNER
OR OWNER'S REPRESENTATIVE.
K. COLLECTED STOCK
WHEN 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 NURSERY
GROWN STOCK OF THE SAME VARIETY.
L. NATIVE STOCK
PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE
BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL
PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP
GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW.
M. MATERIALS LIST
QUANTITIES 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 FOR
OMISSIONS 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 DIMENSIONS
AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE
N.FINE GRADING
1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING
AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO
FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALL
FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH
FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE.
3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO
SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM
THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES.
O.PLANTING PROCEDURES
1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING
AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE
REMOVED 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 WAY
ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES
THE 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, AND
TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL NATIONAL ONE CALL - 811 - TO
LOCATE UTILITIES.
3. SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED
LIMEROCK 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 WITH
CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE
CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE
DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE PLANTING DETAIL THAT ADDRESSES POOR
DRAINAGE.
4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND
REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING
SITE.
5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING
LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE
TRADE. UPON ARRIVAL AT THE SITE , PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED
UNTIL PLANTED. PLANTS STORED ON-SITE SHALL NOT REMAIN UNPLANTED FOR A PERIOD EXCEEDING
TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL
PRACTICES SHALL BE EXERCISED.
6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING
WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION
APPURTENANCES AND PLANTS.
7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD
FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THE
PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE
PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR
LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE
CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING
MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE
PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A
QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS
AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED
8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE
INSTALLING 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 PLANT
CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF
THE PIT. PLANTING SOIL MIXTURE SHALL BE BACKFILLED, THOROUGHLY TAMPED AROUND THE BALL, AND
SETTLED BY WATER (AFTER TAMPING).
11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S
RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION
PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO
INOCULATION.
12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER
AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY
WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL
MIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE
SIDES 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, TO
PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN
OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY
LICENSED ARBORIST, IN ACCORDANCE WITH ANSI A-300.
14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND
AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND
DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY
WATER ALL PLANTS AFTER INSTALLATION.
15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO
INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE
TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE ENGINEER IN WRITING AND
AGREE TO INDEMNIFY AND HOLD HARMLESS THE ENGINEER IN THE EVENT UNSUPPORTED TREES PLANTED
UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY.
16.MULCHING: PROVIDE A THREE INCH (MINIMUM) LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH
SHRUB 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 FINAL
ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL
BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S
PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN
APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER.
(AS ALLOWED BY JURISDICTIONAL AUTHORITY).
P. LAWN SODDING
1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT
ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN
ACCEPTABLE 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 BE
ROLLED 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 TO
THE REQUIRED GRADE.
3. SOIL PREPARATION: PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND
DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY.
4. SODDING
a. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE
DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE.
b. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY
TRUE 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. SOD
SHALL 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 BE
PROVIDED - REFER TO DETAILS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE
ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY
IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL
THE 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 ENTIRE
SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY
PROPERTY'S JURISDICTIONAL AUTHORITY.
5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT
ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE
SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND
MOISTURE.
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, SUNKEN
OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S
REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING
RE-GRADING IF NECESSARY).
b. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY
THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE
WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS
SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY.
Q. CLEANUP
UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE
ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE
BROOM-CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.
R.PLANT MATERIAL MAINTENANCE
ALL 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 TO
INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE
OWNER'S REPRESENTATIVE. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN
ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID
ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS
COMMENCING AFTER ACCEPTANCE.
S.MAINTENANCE (ALTERNATE BID ITEM)
CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY
MAINTENANCE PERIOD ON A COST-PER-MONTH BASIS.
T.FINAL INSPECTION AND ACCEPTANCE OF WORK
FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL
OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT
TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE ENGINEER OR OWNER IN WRITING) BEGINNING
WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED.
U.WARRANTY
1. THE LIFE AND SATISFACTORY CONDITION OF ALL 7 GALLON AND LARGER PLANT MATERIAL INSTALLED BY THE
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'S
REPRESENTATIVE.
2. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY
THE 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'S
REPRESENTATIVE.
3. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY
PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL
REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL
BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THE
OWNER. WARRANTY IS TO EXCLUDE DAMAGE CAUSED BY FLOODS, LIGHTING STRIKES, FREEZING, WINDS
OVER 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 THE
ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE
OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH
THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE
CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF
ACCEPTANCE.
V.SUBMITTALS
1. FOR ALL LANDSCAPE INSTALLATIONS, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF
MANUFACTURERS' CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT
CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL AND SUBMIT A
MATERIALS 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, INDICATING
CONTRACTOR'S PROPOSED LOCATION OF TREES, SHRUBS, GROUNDCOVERS AND MULCH.THIS
DRAWING SHOULD BE PREPARED ON A COPY OF THE LANDSCAPE PLAN PROVIDED IN THESE
DRAWINGS AND SHALL CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE CONTRACTOR
PROPOSES TO THE PLANT SPECIES, SIZE OR LOCATION. THE DRAWINGS SHALL INDICATE ALL
PROPOSED SUBSTITUTIONS OF SIZE, AND/OR MATERIAL.
4. ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW AND APPROVAL OF PRODUCT DATA, AND
COORDINATION DRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS RELATED TO
DELIVERY AND TRANSMISSION OF THE INFORMATION AND
DOCUMENTATION ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMS REQUIRING A LONG
LEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE.
5. WARRANTY: CONTRACTOR SHALL SUBMIT A WARRANTY LETTER TO OWNER, INDICATING THE WARRANTY
PERIOD, WARRANTY REQUIREMENTS (AS SPECIFIED IN THESE DRAWING AND SPECIFICATIONS), AND
DATES OF WARRANTY PERIOD, WHICH SHALL BEGIN AT THE DATE OF ISSUANCE OF PROJECT
CERTIFICATE OF OCCUPANCY, AND END TWELVE (12) MONTHS AFTER.
6. CERTIFICATION: CONTRACTOR SHALL SUBMIT CERTIFICATION STATING THAT: PLANT SPECIES AND SIZE
CONFORM TO THOSE INDICATED ON THE DRAWINGS; ALL NURSERY STOCK IS IN ACCORDANCE WITH GRADES
AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES; ALL PLANTS ARE FLORIDA GRADE NO. 1 OR BETTER AS
DETERMINED 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 ADEQUATE
ROOT SYSTEMS; TREES FOR PLANTING IN ROWS ARE UNIFORM IN SIZE AND SHAPE. THIS CERTIFICATION IS
NECESSARY PRIOR TO ACCEPTANCE OF WORK BY THE OWNER.
1.QUALITY.
PLANT MATERIALS USED TO MEET THE REQUIREMENTS OF THIS PLAN SHALL
CONFORM TO THE STANDARDS OF FLORIDA NO. 1 OR BETTER AS GIVEN IN THE
MOST RECENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS",
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, OR
STANDARDS EQUAL THERETO.
ALL PLANT MATERIALS SHALL BE INSECT- AND DISEASE-RESISTANT, AND
SHALL BE CLEAN AND REASONABLY FREE OF WEEDS AND NOXIOUS PESTS
OR DISEASES WHEN INSTALLED. PLANT MATERIALS THAT ARE KNOWN TO
BE INTOLERANT OF PAVING ENVIRONMENTS, WHOSE PHYSICAL CHARACTERISTICS
MAY BE INJURIOUS TO THE PUBLIC, OR THAT PRODUCE A QUANTITY AND QUALITY
OF DEBRIS SO AS TO PRESENT MAINTENANCE DIFFICULTIES SHALL NOT BE
SPECIFIED FOR USE UNDER THIS CODE.
2.TREES.
A.TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF
CROWN OF GREATER THAN FIFTEEN (15) FEET IN ST. LUCIE COUNTY AND
HAVE TRUNKS THAT CAN BE MAINTAINED IN A CLEAN CONDITION. TREES
HAVING A MATURE CROWN SPREAD OF LESS THAN FIFTEEN (15) FEET MAY
BE ARRANGED OR GROUPED SO AS TO CREATE THE EQUIVALENT OF A
FIFTEEN (15) FOOT SPREAD, HOWEVER, ANY SUCH GROUP OR GROUPS
SHALL ONLY COUNT AS ONE (1) TREE FOR THE PURPOSE OF COMPLIANCE
WITH THIS CODE.
B. PALM TREES MAY BE CLUSTERED INTO GROUPS OF THREE (3) TO ACHIEVE THIS
MINIMUM FIFTEEN (15) FOOT CROWN. ALL PALM TREES SHALL HAVE A MINIMUM
CLEAR TRUNK OF TEN (10) FEET WHEN INSTALLED. THREE (3) PALM TREES ARE
EQUAL 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 A
CALIPER OF TWO (2) INCHES AT FOUR AND ONE-HALF (4½) FEET
ABOVE THE GROUND WHEN INSTALLED. HEIGHT SHALL BE DETERMINED BY THE
AVERAGE 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 AT
TIME OF PLANTING.
E.TREES OF SPECIES WHOSE ROOTS ARE KNOWN TO CAUSE DAMAGE TO
PUBLIC ROADWAYS OR OTHER PUBLIC WORKS SHALL NOT BE PLANTED
CLOSER THAN TWELVE (12) FEET TO SUCH PUBLIC ROADS OR WORKS,
UNLESS THE TREE ROOT SYSTEM IS COMPLETELY CONTAINED WITH A
BARRIER FOR WHICH THE MINIMUM DIMENSIONS SHALL BE FIVE (5) FEET
SQUARE AND FIVE (5) FEET DEEP, AND FOR WHICH THE CONSTRUCTION
REQUIREMENTS SHALL BE FOUR-INCH THICK CONCRETE REINFORCED
WITH NUMBER SIX (6) ROAD MESH (6X6X6) OR EQUIVALENT.
F.NONE OF THE TREES LISTED IN ST. LUCIE COUNTY LAND DEVELOPMENT
CODE SECTION 7.09.03(F) SHALL BE PLANTED.WHERE SUCH SPECIES
ALREADY EXIST, THEIR REMOVAL SHALL BE A CONDITION OF ANY FINAL
DEVELOPMENT ORDER.
G. FIFTY PERCENT (50%) OF THE REQUIRED TREES SHALL BE SPECIES OTHER
THAN PALM TREES, EXCEPT THAT ON NORTH AND SOUTH HUTCHINSON
ISLAND THE PUBLIC WORKS DIRECTOR MAY APPROVE THE USE OF MIX OF
TREE SPECIES OF MORE THAN FIFTY PERCENT (50%) PALM TREES IF IT IS
DEMONSTRATED TO THE SATISFACTION OF THE DIRECTOR THAT THE
PARTICULAR SITE IS EXPOSED TO HIGH SALT IMPACTS OR OTHER SIMILAR
NATURAL CONDITIONS THAT ARE NOT CONDUCIVE TO NON-COASTAL
PLANT SPECIES.
H. WHEN MORE THAN TEN (10) TREES ARE REQUIRED TO BE PLANTED TO
MEET THE REQUIREMENTS OF THIS CODE, A MIX OF SPECIES SHALL BE
PROVIDED. THE MINIMUM NUMBER OF SPECIES TO BE PLANTED ARE
INDICATED IN TABLE 7-30. WHEN A MIX OF SPECIES IS REQUIRED, NO
SINGLE SPECIES SHALL EXCEED A TWO (2) TO ONE (1) RATIO RELATIVE TO
ALL OTHER INDIVIDUAL SPECIES.
I.ONE HUNDRED PERCENT (100%) OF THE TREES SHALL CONSIST OF NATIVE
SPECIES SUCH AS LIVE OAKS (QUERCUS VIRGINIANA), LAUREL OAKS
(QUERCUS LAURIFOLA), SLASH PINE (PINUS ELLIOTTI), OR OTHER SPECIES
LISTED IN SLC LDC SECTION 7.09.04(L)(2), NATIVE AND DROUGHT-TOLERANT
VEGETATION. THE REQUIREMENTS FOR CANOPY OR SHADE TREES SHALL BE
EXEMPTED BY THE PUBLIC WORKS DIRECTOR WHEN THE PROPOSED
LOCATION OF THE CANOPY OR SHADE TREES WILL BE IN CONFLICT WITH
OVERHEAD POWER LINES AS DESCRIBED IN SLC LDC SECTION 7.09.03(E)(2)(L)
OF THIS CODE. THE PUBLIC WORKS DIRECTOR SHALL REQUIRE MITIGATION
AT A MINIMUM RATIO OF ONE (1) INCH TO ONE (1) INCH TO COMPENSATE FOR
THE LOSS OF ANY CANOPY OR SHADE TREE AS OUTLINED IN SLC LDC
SECTION 6.00.05(D).
J.IF ANY DEVELOPMENT ACTIVITY IS TO OCCUR ON A SITE LOCATED ON ANY
PARCEL OF LAND LOCATED WEST OF THE ATLANTIC INTERCOASTAL
WATERWAY, THAT HAS, OR HAS BEEN DETERMINED TO HAVE, NATIVE SCRUB
VEGETATION AND HABITAT PRESENT PRIOR TO THE COMMENCEMENT OF
BUILDING ACTIVITIES, ANY NEW LANDSCAPING MATERIAL INTRODUCED TO
THE SITE PURSUANT TO THE REQUIREMENTS OF THIS CODE, SHALL COMPLY
WITH 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 A
MATURE HEIGHT OF THIRTY (30) FEET OR MORE) SHALL BE PLANTED NO
CLOSER THAN A HORIZONTAL DISTANCE OF THIRTY (30) FEET FROM THE
NEAREST OVERHEAD POWER LINE. MEDIUM TREES (TREES WITH A MATURE
HEIGHT BETWEEN TWENTY (20)--THIRTY (30) FEET) SHALL BE OFF-SET AT
LEAST TWENTY (20) FEET HORIZONTALLY FROM THE NEAREST OVERHEAD
POWER LINE. SMALL TREES (TREES WITH A MATURE HEIGHT OF LESS THAN
TWENTY (20) FEET) SHALL NOT BE REQUIRED TO MEET A MINIMUM OFF-SET,
EXCEPT THAT NO TREE, REGARDLESS OF SIZE SHALL BE PLANTED WITHIN
FIVE (5) FEET OF ANY EXISTING OR PROPOSED UTILITY POLE, GUY WIRE, PAD
MOUNTED ELECTRICAL TRANSFORMER OR OTHER UTILITY TRANSMISSION/
COLLECTION STRUCTURE OR EQUIPMENT. PALM TREES WITH A MAXIMUM
MATURE HEIGHT GREAT ENOUGH TO INTERFERE WITH OVERHEAD POWER
LINES SHALL NOT BE PLANTED BELOW OVERHEAD POWER LINES AND SHALL
BE LOCATED A MINIMUM OF TWO AND ONE-HALF (2½) FEET, PLUS THE
AVERAGE MATURE FROND LENGTH, OUTSIDE OF ANY UTILITY RIGHT-OF-WAY.
THE PUBLIC WORKS DIRECTOR, IN CONSULTATION WITH FLORIDA POWER
AND LIGHT COMPANY, SHALL MAINTAIN A LIST OF TREES TYPICALLY FOUND IN
THE SOUTH FLORIDA AREA THAT AT MATURE GROWTH HEIGHTS CAN
REASONABLY BE EXPECTED TO INTERFERE WITH OVERHEAD POWER LINES.
3.SHRUBS AND HEDGES.
SHRUBS SHALL BE A MINIMUM OF TWENTY-FOUR (24) INCHES IN HEIGHT
ABOVE 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%) OF
THE QUANTITY OF PLANTED SHRUBS SHALL CONSIST OF NATIVE SPECIES.
4.VINES.
VINES SHALL BE A MINIMUM OF TWELVE (12) INCHES IN HEIGHT IMMEDIATELY
AFTER 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 USED
IN 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 REQUIRED
WHERE THE LOCATION OF SAID VEGETATION IS NOT IN CONFLICT WITH THE
PROPOSED BUILDING OR PARKING AREAS. THE PUBLIC WORKS DIRECTOR,
MAY REQUIRE THAT REASONABLE CHANGES BE MADE TO ANY SITE PLAN OR
APPLICATION FOR BUILDING PERMIT FOR THE PURPOSE OF PRESERVING OR
PROTECTING ANY SPECIAL OR UNIQUE EXISTING TREE(S) OR NATIVE HABITAT.
8. THE CONTRACTOR SHALL ATTEMPT TO PRESERVE AS MANY EXISTING TREES
AS POSSIBLE AND FEASIBLE. TREES THAT ARE PRESERVED MAY BE CREDITED
TOWARDS THE SITE TREE REQUIREMENT IF THEY MEET THE SPECIFICATIONS.
9. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, SIGNS
AND LIGHTS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING WORKS
FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN
TO ACHIEVE THIS REQUIREMENT.
10. ALL LANDSCAPE MATERIAL IN SHOCK WILL BE REPLACED PRIOR TO ISSUANCE
OF 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 LISTED
INVASIVE SPECIES SHALL BE ERADICATED FROM THE SITE.
LANDSCAPE MATERIAL STANDARDS & NOTES
FLORIDAREVISIONS DATE1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055C:\CIVIL ON HARD DRIVE\2020\20-0029 Indian River Spirits\DWG\20-0029 C15 LANDSCAPE PLAN.dwg 9/24/2020 1:11 PMGREGG REEDST. LUCIE COUNTYINDIAN RIVER SPIRITSSITE IMPROVEMENTS3200 NORTH KINGS HIGHWAY