HomeMy WebLinkAboutITB 19-06 Bid Drawings
SECTION 3:
BID DRAWINGS
CITY OF SEBASTIAN FISHERMAN'S LANDING PARKING LOTSITE CONSTRUCTION PLANS FORREVISION1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960CIVIL & STRUCTURAL ENGINEERING LAND PLANNING ENVIRONMENTAL PERMITTINGCERTIFICATION OF AUTHORIZATION NO.: 00008668TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comSCHULKE, BITTLE & STODDARD, L.L.C.REQUIRED PERMITSOWNER/APPLICANT:ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C.VERO BEACH, FLORIDA 329601717 INDIAN RIVER BOULEVARD(772) 770-9622SITE LOCATION: TAX I.D. #: CITY OF SEBASTIAN1532 & 1540 INDIAN RIVER DRIVE 31-39-06-0000-1001-000002.0SITE DATAENGINEER CERTIFICATION:JOSEPH W. SCHULKE, P.E.JODAH B. BITTLE, P.E.WILLIAM P. STODDARD, Ph.D., P.E.REG. No 47048DATE:REG. No 57396REG. No 57605SEBASTIAN, FLORIDA 32958LEGAL DESCRIPTIONMARKDATEKnow what'sbelow.before you dig.CallRLOCATION MAPSUITE 201VICINITY MAPSECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST1532 & 1540 INDIAN RIVER DRIVESEBASTIAN, FLORIDAA PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY,FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL OFLAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVERCOUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE RUN S25°39'00"E,(BASIS OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THESOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIANRIVER COUNTY, FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION120.18 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGHWATER LINE THE FOLLOWING CALLS; THENCE N08°39'49"W, 22.12 FEET; THENCE N09°03'01"W, 22.40 FEET;THENCE N02°39'19"W, 22.82 FEET; THENCE N04°35'57"W, 22.64 FEET; THENCE N01°22'37"W, 25.61 FEET;THENCE N25°15'42"W, 19.25 FEET; THENCE N43°49'16"W, 13.99 FEET; THENCE N44°13'09"W, 20.01 FEET;THENCE N52°42'12"W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET TO A POINT ON THE NORTH LINE OF APARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596; THENCE DEPARTING SAID MEANHIGH WATER LINE, RUN S79°29'04"W ALONG SAID NORTH LINE OF AFOREMENTIONED PARCEL, A DISTANCEOF 129.73' TO THE POINT OF BEGINNING.SAID LANDS CONTAINING: 0.53 ACREA MORE OR LESSGENERAL NOTES1. SUBMITTALSA. PRODUCT DATA AND SHOP DRAWINGS1.FOR ALL SITE WORK CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OFMANUFACTURERS' CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENTCLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL.2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENTREQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FORUSE.3.SUBMIT 6 COPIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY FOR THEFOLLOWING:A. UTILITIES:ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMPSTATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEMPRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS.B. DRAINAGE:ALL PIPE, FITTINGS, AND COMPONENTS THEREOF, STRUCTURES, FRAMES, GRATES, LIDS,GASKETS,FASTENERS, COUPLINGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS,MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS.C. PAVING AND GRADING:FDOT CERTIFICATIONS AND LAB ANALYSIS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILLMATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THAT THE MATERIALS PROPOSED TO BE USEDMEET OR EXCEED FDOT SPECIFICATIONS AND THE CONTRACT DOCUMENTS.D. SIGNING AND PAVEMENT MARKING:SIGN AND PAVEMENT MARKING PRODUCTS AND MATERIALS, AND EVIDENCE THAT THE PRODUCTSAND MATERIALS PROPOSED TO BE USED MEET OR EXCEED REQUIREMENTS SPECIFIED IN THECONTRACT DOCUMENTS, LOCAL ENGINEERING DEPARTMENT, MUTCO AND FDOT SPECIFICATIONS.E. IRRIGATION:ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMPSTATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEMPRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS, WELLS, AND/OR OTHERIRRIGATION SOURCES. THE CONTRACTOR SHALL SUBMIT AN IRRIGATION COORDINATION DRAWING,INDICATING CONTRACTOR'S PROPOSED LOCATION OF MAIN LINES, SECONDARY LINES, HEADLOCATIONS, WELL, PUMP, CONTROL PANEL, SENSORS, CONTROL VALVE AND VALVE LOCATIONS.THIS DRAWING SHOULD CLEARLY DEPICT ADJUSTMENTS OR CHANGES THECONTRACTOR PROPOSES. THE DRAWINGS SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF SIZE, MATERIAL, AND/OR MANUFACTURER.4.ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW OF PRODUCT DATA AND SHOPDRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS RELATED TO DELIVERY ANDTRANSMISSION OF THE DOCUMENTS ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMSREQUIRING A LONG LEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE.5.THE CONTRACTOR SHALL PROVIDE A STAMP INDICATING ITS REVIEW AND APPROVAL, INITIALED ORSIGNED,CERTIFYING TO REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTSAND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SUBMITTALWITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS, INCLUDING PLANS ANDSPECIFICATIONS OF OTHER DESIGN PROFESSIONALS (I.E.; ARCHITECT, MECHANICAL, ELECTRICAL, ANDSTRUCTURAL ENGINEERS).B. TESTING1.WATER: PRESSURE (MAIN AND TAPS), BACTERIOLOGICAL, BACKFILL DENSITIES, BACKFLOW PREVENTORTESTS AND CERTIFICATION; AND AS PER PROJECT SPECIFICATIONS, LOCAL UTILITIES DEPARTMENT, ANDFDEP REQUIREMENTS.2.SEWER: EXFIL, TV, AND BACKFILL DENSITIES. PRESSURE TEST (MAINS AND TAPS) LIFT STATION START-UP,ALL PER PROJECT SPECIFICATIONS, COVB AND FDEP REQUIREMENTS.3.DRAINAGE: EXFIL, LAMPING (FIELD), AND BACKFILL DENSITIES PER PROJECT SPECIFICATIONS AND LOCALENGINEERING REQUIREMENTS.4.EARTHWORK & PAVING: DENSITIES, LBR'S AND FBV'S AS PER PROJECT SPECIFICATIONS AND LOCALENGINEERING REQUIREMENTS.5.SUBMIT ALL TEST RESULTS FOR ENGINEERING REVIEW WITHIN 3 DAYS OF TESTING. FAILURE TO PROVIDETEST RESULTS, OR PROVIDING FAILING TEST RESULTS WILL BE GROUNDS FOR DELAY AND/ORREJECTION OF PAY REQUEST APPLICATIONS.C. AS-BUILTS1.GRADING: LOCATION AND ELEVATION OF ALL: CONCRETE AND PAVEMENT (VEHICLE USE ANDPEDESTRIAN USE IMPROVEMENTS) AT HI/LOW POINTS, EDGE OF PAVEMENT, AND CENTERLINE AT 50' ONCENTER AND AT CHANGE OF DIRECTION, GRADE BREAKS; PROPERTY LINES (CROSS SECTIONS 50' ONCENTER); TOP OF BANK AND T.O.E. OF SLOPE AND/OR CENTERLINE OF SWALES AND RETENTION AREAS;CROSS SECTIONS 50' ON CENTER ON STORMWATER LAKES FROM TOP TO BOTTOM; MECHANICAL PADSAND FINISHED FLOOR ELEVATIONS; DETAILED LOCATION AND TOPOGRAPHY OF DRIVEWAY TURNOUTS.2.WATER AND SEWER FORCE MAINS: LOCATION, TOP ELEVATION AND STATE PLANE COORDINATES AT ALLFITTINGS, VALVES, CHANGES OF DIRECTION AND AT 100' ON CENTER.3.GRAVITY SEWER:- SEWER STRUCTURES: DIAMETER OR SIZE, AND LOCATION AND ELEVATION OF STRUCTURES, TOP,BOTTOMS, AND SEWER INVERTS.- MAINS AND LATERALS: LOCATION AND INVERT ELEVATIONS AT CONNECTIONS, FITTINGS, ANDTERMINATION.- LIFT STATIONS: HORIZONTAL LAYOUT AND LOCATION OF ALL EQUIPMENT, PANELS, VAULTS, WET WELL,VALVES; LOCATION OF CONDUIT RUNS AND WATER SERVICE/ HOSE BIBB; LOCATION AND INVERTELEVATIONS OF GRAVITY AND FORCE MAINS TO AND FROM LIFT STATION; WET WELL DIAMETER, TOPAND BOTTOM ELEVATIONS; PUMP(S) SIZE, TYPE, DISCHARGE DIAMETER, MANUFACTURER AND MODEL #.4.DRAINAGE: ALL STRUCTURES DIAMETER OR SIZE, LOCATION, AND ELEVATION OF TOP, BOTTOM, ANDINVERT ELEVATIONS. ALL PIPES, DIAMETER, TYPE/MATERIAL, LOCATION AND INVERT ELEVATION ATCONNECTIONS, FITTINGS, AND TERMINATION POINTS.5.IRRIGATION: ALL LINES, SYSTEM EQUIPMENT COMPONENTS, MATERIALS INCLUDING PIPES, VALVES,FITTINGS, SPRINKLER HEADS, AND MISCELLANEOUS APPURTENANCES.D. OPERATION AND MAINTENANCE MANUALS1.CONTRACTOR SHALL PROVIDE THE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALLOPERABLE EQUIPMENT (PUMP STATIONS AND CONTROLS, AUTOMATIC CONTROL VALVES, AND OTHERAUTOMATED EQUIPMENT; CONTROL PANELS, ETC.).2.OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS A PRE-REQUISITE TO THE PROJECTBEING DEEMED SUBSTANTIALLY COMPLETE.E. WARRANTYTHE CONTRACTOR SHALL PROVIDE ALL WARRANTIES, CERTIFICATIONS, GUARANTIES, AND WARRANTYBONDS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND PERMIT CONDITIONS INCLUDING:-UTILITY MAINTENANCE BOND - FOR ALL PUBLIC WATER AND SEWER UTILITIES INFRASTRUCTURE - (25% OF CONTRACT VALUE)-ENGINEERING MAINTENANCE BOND - FOR ALL PAVING, GRADING, AND DRAINAGE IMPROVEMENTS ANDINFRASTRUCTURE (25% OF CONTRACT VALUE)4.OWNER TRAININGTHE CONTRACTOR SHALL INCLUDE 2 HOURS OF OWNER TRAINING (FOR EACH WATER, SEWER,DRAINAGE, AND IRRIGATION SYSTEMS) FOR ALL OPERABLE EQUIPMENT AND SHALL INCLUDE THETIME FOR INITIAL ADJUSTMENTS OF EQUIPMENT AND TIME FOR ONE FOLLOW-UP VISIT ANDADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT.NNSEBASTIAN, FLORIDA 32958PAUL CARLISLE, CITY MANAGER(772) 388-8200SEBASTIAN MUNICIPAL PARKMEP: TREASURE COAST ENGINEERING INC.VERO BEACH, FLORIDA 329674925 13TH LANE(772) 569-3799CITY OF SEBASTIANSITE PLANLAND CLEARINGRIGHT OF WAY PERMITSJRWMDENVIRONMENTAL RESOURCE PERMIT - STORMWATERFLORIDA DEPNOTICE OF INTENTSheet List TableSheetNumberSheet TitleC-000COVERC-200EXISTING CONDITIONSC-201GEOTECHNICAL REPORT AND SOIL BORINGSC-300STORMWATER POLLUTION PREVENTION PLANC-301STORMWATER POLLUTION PREVENTION PLAN DETAILSC-302CONSTRUCTION PHASING PLANC-400SITE PLANC-401DIMENSIONAL LAYOUTC-402SITE DETAILSC-500PAVING, GRADING, DRAINAGE AND UTILITY PLANC-501SECTIONSC-502PAVING AND GRADING DETAILS IC-503PAVING AND GRADING DETAILS II1225 MAIN STREETINDIAN RIVER DRIVESITEINDIAN RIVER DRIVELOUISIANA AVE.SITEINDIAN RIVERU.S. HIGHWAY 1N. CENTRAL AVE.FLORIDA EAST COAST RAILROADINDIAN RIVER
S67° 55
'
22"W
87
.00
'N68° 08
'
12"E
50
.95
'N21° 19' 15"W 60.78'N64° 59
'
24"E
122
.46
'N67° 37
'
58"E31.12
'S21° 11' 23"E43.03'S22° 06' 09"E47.14'S23° 39' 34"E43.70'LINEBEARINGDISTANCEL 1N 13°56'13"W15.89'L 2N 21°54'42"E14.69'L 3S 67°55'22"W8.66'L 4N 01°22'37"E14.02'L 5N 25°15'42"W19.25'L 6N 40°24'03"W20.47'L 7N 43°49'16"W13.99'L 8L 9N 44°06'28"W10.09'L 10S 22°06'36"E15.25'N 21°14'28"W10.37'L 11S 67°53'24"W22.27'L 12S 25°05'08"E 2.35'EXISTINGRESTROOMFF EL = 5.84'5' COVEREDSIDEWALKTOWNSHIP 31 SOUTHTOWNSHIP 30 SOUTHINDIAN RIVER DRIVE (OLD U.S. HIGHWAY NO. 1)S 88°17'26"E116.14'N 07°50'15"
E
32.54'L1N 02°14'55"E
42.86'L2 L3L4 L5L6L7L8L9S 67°53
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99
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'L10L11INDIAN RIVERL12L14L13N79° 29' 04"E129.15'N25° 39' 00"W169.52'L16L15L 13N 44°13'09"W 12.44'L 14N 52°42'12"W 17.68'L 15N 43°36'13"W 12.41'L 16N 25°42'02"W 13.49'PARCEL: 1000002.046,719.06 SQ. FT. (1.0725 ACRES)LOT 3, BLOCK 2LOT 2, BLOCK 2(VACANT)WOOD EXTERIOR RESTAURANT"CRAB E. BILLS SEAFOOD" 1540INDIAN RIVER DRIVEMEAN HIGH WATER LINE(-0.74 NAVD88)WETWELLLIFT STATIONCONTROL PANEL1" WATERMAIN1" WATERMAINDw19 18"± PROPOSED TURFBLOCKPAVER/GRAVEL PAVEMENTREMOVE FULL DEPTH OF MILLINGSAND SOIL/MILLINGS MIX 10"± AVG.UNDERLYING BROWN SAND(COMPACTED 98%)*REMOVE UNDERLYINGSANDY SOILSTOP EXISTING GRADEBOTTOM OFASPHALT MILLINGS19 18"± PROPOSED TURFBLOCKPAVER/GRAVEL PAVEMENTREMOVE FULL DEPTH OF MILLINGSAND SOIL/MILLINGS MIX 10"± AVG.UNDERLYING BROWN SAND(COMPACTED 98%)BACKFILL WITH CLEAN TYPE 3SELECT MATERIAL(SEE C-502)(COMPACT TO 98%)TOP EXISTING GRADEBOTTOM OFASPHALT MILLINGSNJ.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019PROJECT INFORMATIONOWNER:CITY OF SEBASTIAN; PAUL CARLISLE, CITY MANAGERSEBASTIAN MUNICIPAL PARK1225 MAIN ST.SEBASTIAN, FLORIDA 32958TEL:772-388-8200FAX: 772-581-0149ENGINEER:SCHULKE, BITTLE & STODDARD, LLC.1717 INDIAN RIVER BOULEVARD, SUITE 201VERO BEACH, FLORIDA 32960TEL: 772-770-9622FAX: 772-770-9496MEP:TREASURE COAST ENGINEERING, INC.4925 13TH LANEVERO BEACH, FLORIDA 32966TEL: 772-567-1007FAX: 772-567-1084EXISTING LAND USEPARKING LOTPROJECT LOCATION1532 & 1540 INDIAN RIVER DRIVESEBASTIAN, FL 32958PROPERTY TAX ID NUMBERS31-39-06-0000-1001-000002.0GROSS AREA± 0.62 ACFLOOD ZONEF.I.R.M. NO. 12061C0111H, 12/04/2012 FLOOD ZONE 'X',F.I.R.M. NO. 12061C0103H, 12/04/2012 FLOOD ZONE 'AE-6',F.I.R.M. NO. 12061C0103H, 12/04/2012 FLOOD ZONE 'AE-7' ANDF.I.R.M. NO. 12061C0103H, 12/04/2012 FLOOD ZONE 'AE-8'UTILITY PROVIDERSWATER/SEWERIRCDUSELECTRICFPLCONSTRUCTION SCHEDULECONSTRUCTION START:X/XX CONSTRUCTION FINISH:X/XXDEMOLITION NOTES:1.SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/ORABANDONMENT2.COORDINATE WITH FPL AND CITY OF SEBASTIAN FOR ELECTRICALRELOCATIONS AND/OR ABANDONMENTS, AND FOR PROPOSEDELECTRICAL UTILITY SERVICE.3.COORDINATE WITH UTILITY PROVIDER(FPL) FOR ANY NECCESSARYPOWER POLE AND OHE/UGE REMOVAL AND RELOCATIONS4.SEE DRAINAGE PLAN FOR DRAINAGE CONSTRUCTION.5.MUST ADHERE TO STORMWATER POLLUTION PREVENTION PLANDURING CLEARING/DEMO WORK. A SILT FENCE ALONG PERIMETERSHALL BE INSTALLED PRIOR TO ANY WORK.6.REMOVAL/DEMOLITION/CLEARING SHALL BE COMPLETED IN ACOORDINATED SEQUENCE TO CONTROL EROSION, SEE SHEET C-300AND C-301.7.SEE THIS SHEET,C-300, AND C-500 THROUGH C-501 FOR LIMITS OFCLEARING AND GRUBBING, PAVEMENT REMOVAL, AND REMOVAL OFSTRUCTURES. ALL PAVEMENT AND STRUCTURES SHALL BE REMOVEDWITHIN THESE LIMITS. CONTRACTOR SHALL VISIT THE SITE ANDFAMILIARIZE ITSELF WITH ALL SITE CONDITIONS. OMISSION OFSTRUCTURES OR PAVEMENT FROM THIS PLAN DOES NOT RELIEVE THECONTRACTOR OF ITS RESPONSIBILITY TO CLEAR, REMOVE, ANDDISPOSE OF ALL STRUCTURES AND ALL PAVEMENT ON THE PREMISESNOT SHOWN TO BE SAVED OR SALVAGED.8.THE COST FOR CLEARING AND GRUBBING AND REMOVAL OFSTRUCTURES: NO ADDITIONAL PAYMENTS WILL BE MADE FOR CLAIMSFOR ADDITIONAL CLEARING OR REMOVAL OF STRUCTURES NOT SHOWNON THESE PLANS. CONTRACTOR SHALL VISIT THE SITE PRIOR TOBIDDING THE WORK.9.TREE PROTECTION: THE COST FOR TREE AND SHRUB PROTECTIONSHALL BE INCLUDED WITHIN THE PROPOSAL FOR THE WORKPERFORMED IN THIS CONTRACT. THE WORK SHALL INCLUDE ALL TREEPROTECTION MEASURES NECESSARY FOR TREES AND SHRUBS WITHINTHE PROJECT LIMITS IDENTIFIED TO REMAIN, INCLUDING; TRIM AND/ORPRUNE BRANCHES, LIMBS, AND ROOTS; INSTALLATION ANDMAINTENANCE OF PROTECTIVE FENCING; APPLICATION OF WATER ANDFACILITIES NECESSARY TO MAINTAIN THE HEALTH OF THE SHRUB ORTREE; PROTECTION OF THE TREES FROM FLOODING, EROSION, OREXCESSIVE WETTING RESULTING FROM DEWATERING OR INTERIMSTORMWATER MANAGEMENT PRACTICES; REPAIR AND/OR REPLACETREES DAMAGED BY CONSTRUCTION OPERATIONS; AND OTHER TREEPROTECTION MEASURES SPECIFIED IN THE CONTRACT DOCUMENTS.10.DEMOLITION WORK - CONTRACTOR SHALL PREPARE ANY ADDITIONALDOCUMENTATION NEEDED TO OBTAIN DEMOLITION PERMIT(S), ANDAPPROVALS FROM ALL LOCAL AND STATE AGENCIES. DEMOLITIONWORK SHALL BE COMPLETED WITH CAREFUL CONSIDERATION OFTHE EXISTING TREES THAT ARE TO BE PRESERVED. THECONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY DAMAGED OR INJURED TREES THAT ARE DEEMED UNACCEPTABLE FORPRESERVATION BY THE ENGINEER OR CITY OF SEBASTIAN PLANNINGOR ENGINEERING STAFF.11.THIS PLAN SHOULD NOT BE CONSIDERED ALL INCLUSIVE FOR CLEARING,DEMOLITION, ABANDONMENT, AND RELOCATION WORK. THECONTRACTOR SHALL COORDINATE WITH WORK SPECIFIED ON THE SITE PLAN; PAVING, GRADING, AND UTILITIES PLAN; ELECTRICAL PLANS;AND ALL OTHER CONTRACT DOCUMENTS.12.IRRIGATION SYSTEM: THE CONTRACTOR SHALL COORDINATE WITH THECITY OF SEBASTIAN PUBLIC WORKS DEPARTMENT TO ASCERTAIN THELOCATION OF EXISTING IRRIGATION FACILITIES WITHIN THE LIMITS OFCONSTRUCTION AND IDENTIFY POSSIBLE CONFLICTS. THE CITY WILLRELOCATE FACILITIES AS NEEDED.13.DEMO WORK SHALL BE DONE IN COORDINATION WITH THECONSTRUCTION PHASING PLAN - SEE SHEET C-302NOTES: LAND CLEARING(A)ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE STABILIZATIONOF BANKS OR EXISTING CANALS, DITCHES OR NATURAL WATERCOURSESSHALL BE RETAINED.(B) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE SHALL BE REMOVEDIN CONJUNCTION WITH SITE DEVELOPMENT.(C) ANY ABANDONED FLOW WELL EXISTING ON SITE SHALL BE PLUGGED INCONJUNCTION WITH SITE DEVELOPMENT.(D) SEE GEOTECHNICAL REPORT (SHEET C-201) FOR CLEARING, GRUBBING ANDSOIL PREPARATION REQUIREMENTS.GENERAL NOTES:1.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATEONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THECONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIESSHALL BE COORDINATED WITH UTILITY COMPANIES AFTERIDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTORSHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION.2.THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIRUTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT.3.PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THECONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FORTHE PROTECTION OF UNDERGROUND GAS PIPELINES.4.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALLUTILITIES TO REMAIN IN PLACE.5.THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FORFIELD LOCATIONS 48 HOURS BEFORE DIGGING NEARUNDERGROUND UTILITIES.6.KNOWN UTILITIES:AT&T (772) 460-4443COMCAST CABLE (772) 567-3444IRCDUS (772) 226-1845FPL (772) 462-05557.THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTHAMERICAN VERTICAL DATUM (NAVD) OF 1988.8.THE PRIMARY BENCHMARK USED IS NATIONAL GEODETIC SURVEYMONUMENT "G.P.S. 26 R" ELEV. = 5.91 NAVD 1988. SITE BENCHMARKSARE AS SHOWN.LEGAL DESCRIPTIONA PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39EAST INDIAN RIVER COUNTY, FLORIDA, AND BEING MORE PARTICULARLYDESCRIBED AS FOLLOWS:BEGINNING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THENORTH LINE OF PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA AND THEEAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE RUN S25°39'00"E,(BASIS OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAPSTAMPED LB 4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PERPLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA;THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'SSUDIVISION 120.18 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER;THENCE ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS;THENCE N08°39'49"W, 22.12 FEET; THENCE N09°03'01"W, 22.40 FEET; THENCEN02°39'19"W, 22.82 FEET; THENCE N04°35'57"W, 22.64 FEET; THENCEN01°22'37"W, 25.61 FEET; THENCE N25°15'42"W, 19.25 FEET; THENCEN43°49'16"W, 13.99 FEET; THENCE N44°13'09"W, 20.01 FEET; THENCEN52°42'12"W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET TO A POINT ON THENORTH LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK564, PAGE 596; THENCE DEPARTING SAID MEAN HIGH WATER LINE, RUNS79°29'04"W ALONG SAID NORTH LINE OF AFOREMENTIONED PARCEL, ADISTANCE OF 129.73' TO THE POINT OF BEGINNING.SAID LANDS CONTAINING: 0.53 ACREA MORE OR LESSNOTE:-CONTRACTOR TO COOPERATE WITH PUBLICWORKS DEPARTMENT TO LOCATE EXISTINGWATERSERVICE, FIRE MAIN, IRRIGATION ANDUNDERGROUND ELECTRIC LINES PRIOR TOCONSTRUCTION, AND IDENTIFY POSSIBLECONFLICTS. COORDINATE WITH THE CITY ONREQUIRED RELOCATIONS.-ALL EXISTING SIGNS WILL BE REMOVED,STORED, AND RE-SET BY C.O.S.8" DRAINS(TO BE REMOVED)HA-6HA-2HA-3HA-1HA-4HA-5B-1EXISTING SEAWALLTO REMAINEXISTINGWOODENGATE TOREMAINNOTES:THIS EXISTING SITE CONDITIONS MAP CREATED FROM A COMPILATIONOF DOCUMENTS INCLUDING: - TOPOGRAPHIC SURVEY FROM McMILLEN SURVEYING DATED 6/2/16 - AS BUILT SURVEY OF WATERFRONT PARK RESTROOM FACILITY FROM WILLIAM MOTT LAND SURVEYING DATED 4/18/18 - SITE PLAN FROM SCHULKE, BITTLE & STODDARD DATED 5/30/14 - TOPOGRAPHIC SURVEY FROM MERIDIAN LAND SURVEYORS DATED 8/16/1066.77' ROW33'33.77'EXISTINGFIRE LINE(DRY)EXISTING WOODENFENCE TO BE REMOVEDEXISTINGCONCRETETO BEREMOVEDMcMILLEN SURVEYING, INC.PROJECT BENCHMARK12" IRON ROD SET"McMILLEN PSM 5469"ELEV. = 4.77' (NAVD 1988)NORTHING - 1,268,177.254'EASTING - 827,360.742'McMILLEN SURVEYING, INC.PROJECT BENCHMARKNAIL & DISK SET"McMILLEN PSM 5469"ELEV. = 6.35' (NAVD 1988)NORTHING - 1,268,120.810'EASTING - 827,257.145'REMOVE EXISTING CONCRETE APRON,SIDEWALK AND DRIVEWAY TO REMAINUNTIL PHASE 3, SEE SHEET C-302REMOVE EXISTINGCONCRETE CURBNOTE:POTHOLE & LOCATE FIRE MAINTO DETERMINE LOCATION.RELOCATE AS REQUIREDEXISTING DRAINAGE MANHOLETOP EL. = 6.06'N. INV. EL. = 1.48'S. INV. EL. = 1.56'E. INV. EL. = 1.31'EXISTING CATCH BASINTOP EL. = 5.03'N. INV. EL. = 2.17'S. INV. EL. = 1.77'W. INV. EL. = 1.79'18" ADS 133 LF18" ADS 47 LF18" ADS 63 LFEXISTING BAFFLE BOXTOP EL. = 5.92'N. INV. EL. = 3.77'E. INV. EL. = 0.57'W. INV. EL. = 0.58'6" ADSEXISTING 18" ADSEXISTINGWELLCAP EXISTINGPIPEREMOVE AND DISPOSE OFF-SITE ALLMILLINGS AND SOIL/MILLINGS MIX (±10"AVERAGE DEPTH) - SEE BORINGS. THISMATERIAL MAY NOT BE USED AS ASOURCE OF BACKFILL FOR THISPROJECT.GENERAL EXCAVATION AND BACKFILL DETAILSN.T.S.PROVIDE TREEPROTECTION BARRICADE* THESE SOILS MAY BE USED AS EMBANKMENT MATERIAL SOURCE IFTHE MATERIAL MEETS SELECT TYPE 3 MATERIAL SPECIFICATIONS.
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1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019
S67° 55
'
22"W
87
.00
'N68° 08
'
12"E
50
.95
'N21° 19' 15"W 60.78'N64° 59
'
24
"E
122
.46
'N67° 37
'
58"E31.12
'L 2N 21°54'42"E14.69'L 3S 67°55'22"W8.66'L 4N 01°22'37"E14.02'L 5N 25°15'42"W19.25'L 6N 40°24'03"W20.47'L 7N 43°49'16"W13.99'L 8L 9N 44°06'28"W10.09'L 10S 22°06'36"E15.25'N 21°14'28"W10.37'L 11S 67°53'24"W22.27'L 12S 25°05'08"E 2.35'EXISTINGRESTROOMFF EL = 5.84'5' COVEREDSIDEWALKTOWNSHIP 31 SOUTHTOWNSHIP 30 SOUTHINDIAN RIVER DRIVE (OLD U.S. HIGHWAY NO. 1)S 88°17'26"E116.14'N 07°50'15"
E
32.54'L1N 02°14'55"E
42.86'L2 L3L4 L5L6L7L8L10L11L12L14L13N79° 29' 04"E129.15'N25° 39' 00"W169.52'L16L15L 13N 44°13'09"W 12.44'L 14N 52°42'12"W 17.68'L 15N 43°36'13"W 12.41'L 16N 25°42'02"W 13.49'PARCEL: 1000002.046,719.06 SQ. FT. (1.0725 ACRES)LOT 3, BLOCK 2LOT 2, BLOCK 2(VACANT)WOOD EXTERIOR RESTAURANT"CRAB E. BILLS SEAFOOD" 1540INDIAN RIVER DRIVEMEAN HIGH WATER LINE(-0.74 NAVD88)TRASHWETWELLLIFT STATIONCONTROL PANEL1" WATERMAIN1" WATERMAINCEMENTWASHDwJ.W.S.
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1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019 GENERAL NOTES:1.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATEONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THECONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIESSHALL BE COORDINATED WITH UTILITY COMPANIES AFTERIDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTORSHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION.2.THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIRUTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT.3.PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THECONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FORTHE PROTECTION OF UNDERGROUND GAS PIPELINES.4.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALLUTILITIES TO REMAIN IN PLACE.5.THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FORFIELD LOCATIONS 48 HOURS BEFORE DIGGING NEARUNDERGROUND UTILITIES.6.KNOWN UTILITIES:AT&T (772) 460-4443COMCAST CABLE (772) 567-3444IRCDUS (772) 226-1845FPL (772) 462-05557.THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTHAMERICAN VERTICAL DATUM (NAVD) OF 1988.EROSION CONTROL NOTES1.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHERMEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRSTSTEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFOREUP-SLOPE LAND DISTURBANCE TAKES PLACE.2.ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELDCONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANYGRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE.PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENTOR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.3.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDEDAREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTIONOF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7)DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINUNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BEAPPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONEYEAR.4.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BESTABILIZED, COVERED OR CONTAINED WITH SEDIMENT TRAPPINGMEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARYPROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILESON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THEPROJECT SITE.5.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREASNOT OTHERWISE PERMANENTLY STABILIZED.6.AFTER ANY SIGNIFICANT RAINFALL, (12" OR GREATER) SEDIMENT CONTROLSTRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALLBE CORRECTED IMMEDIATELY.7.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESSCONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME,SLOPE DRAIN STRUCTURE OR APPROVED CONTROL.8.SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCHOR CHANNEL. ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURINGCONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOTENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISETREATED TO REMOVE SEDIMENT.9.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BETAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT ANDSTABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURINGCONSTRUCTION.10.PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROLSTRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE ISACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALLBE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS.SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION ATTHE END OF EACH WORKING DAY.11.WHERE CONSTRUCTION VEHICLE ACCESS ROUTESINTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BEMADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BYTRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENTIS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THEROAD SHALL BE CLEANED THOROUGHLY AT THE END OFEACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING ORSWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREETWASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TOLARGER LAND-DISTURBING ACTIVITIES.12.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVEDWITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARYMEASURES ARE NO LONGER NEEDED.13.PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALLBE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION.14.EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THEREQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F.D.O.T. ROADWAY ANDTRAFFIC DESIGN STANDARDS, IN ADDITION TO THESE PLANS.15.CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALLRUN-OFF OR DEWATERING ACTIVITIES.16.CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEEDSTATE WATER QUALITY REQUIREMENTS.17.POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'SMAYBE NECESSARY AT CONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE.18.NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK ANDMUST BE REPORTED TO THE PROJECT ENGINEER.19.DEWATERING ACTIVITIES:A.DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS.B.CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVEUSE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERMCONSTRUCTION DE-WATERING". UNLESS DEWATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS.C.NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BYTHE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTINGSTORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THISCONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD.D.NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEKAND MUST BE REPORTED TO THE PROJECT ENGINEER AND TO INDIAN RIVERCOUNTY.20.SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET C-301.BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED ATTHE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BEIMPLEMENTED:THE CONTRACTOR WILL USE SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE TIMEFRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S AREARCHAEOLOGICAL:IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY ORCERAMICS, STONE TOOLS, OR METAL IMPLEMENTS, OR ANY OTHERPHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH THE NATIVEAMERICAN CULTURES, OR EARLY COLONIAL OR AMERICANSETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECTSITE AREA, THE PERMITTED PROJECT SHOULD CEASE ALL ACTIVITIESINVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OFSUCH DISCOVERIES. THE PERMITEE, OR OTHER DESIGNEE, SHOULDCONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OFHISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT (850)245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE PERMITTINGAGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUTVERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OFHISTORICAL RESOURCES. IN THE EVENT THAT UNMARKED HUMANREMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALLWORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIESNOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES.A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THEFOLLOWING INFORMATION:1.DRAINAGE PATTERNS,- SEE SURVEY EXISTING CONDITIONS PLANAND DRAINAGE PLAN, SHEETS C-200, C-300, C-500 AND C-503.2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEESHEETS C-500 THRU C-502.3.AREAS OF SOIL DISTURBANCE, - SEE SHEETS C-200, C-500 AND THISSHEET.4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - THIS SHEET.5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURALCONTROLS,-THIS SHEET.6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THISSHEET.7.LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACEWATER OR MS4. SEE SHEET C-500 AND THIS SHEET.DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY:LAND CLEARING, FILLING AND CONSTRUCT INFRASTRUCTURE/ BUILDINGSFORA COMMERCIAL DEVELOPMENT.DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBINGACTIVITIES:1.SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE.2.INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALLTURBIDITY BARRIERS AT ALL OUTFALL LOCATIONS. CLEAR LAND,DEMOLISH EXISTING.3.RELOCATE TREES - PROVIDE TREE PROTECTION BARRIERS.4.CLEAR LAND, DEMO BUILDINGS, PAVEMENT AND UNDERGROUNDINFRASTRUCTURE.5.FILL DITCHES.6.GRADE SWALES AND RETENTION AREAS.TOTAL AREA OF THE SITE: 0.53± ACRESTOTAL AREA OF THE SITE TO BE DISTURBED THIS PHASE: 0.53± ACRESEXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATERDISCHARGE:SEE SOIL BORINGS BY OTHERS. NO DISCHARGE FROM DISTURBED AREASIS ANTICIPATED.DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: 0.53± ACRESLATITUDE AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATEROR MS4 FOR EACH DISCHARGE POINT: N/ACLEARING/ EARTHWORK 1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS ATDOWNSTREAM DITCHES/SWALES.2.CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY ANDADJACENT SWALE.3.CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE.4.EXCAVATE RETENTION AREAS AND SWALES. STABILIZE AND SOD THESE AREAS.THESE AREAS WILL BE DESIGNED AS TEMPORARY BASINS TO CAPTURE RUN-OFFDURING CONSTRUCTION AND CAN ALSO BE USED TO HOLD WATER FOR ANYDE-WATERING ACTIVITIES. NOTE: THE AREAS WILL LIKELY NEED TO BE REGRADEDPRIOR TO COMPLETION. (FACTOR THIS INTO SCOPE AND CONSTRUCTION FEE.)5.CLEAR BALANCE OF SITE (DEMOLISH STRUCTURES, PAVEMENT, UTILITIES ANDDRAINAGE TO BE REMOVED).6.FILL SITE.7.CONTINUE SITE FILL/ GRADING.8.CONSTRUCT STORMWATER STRUCTURES AND DRAINAGE PIPING, WHERE POSSIBLE.9.MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURINGCONSTRUCTION.10.INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE OFCONSTRUCTION.-POLLYWADDLE/ SILT FENCE/ FILTER SACKS AS INLETS AND PIPES AREINSTALLED.-PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS,AND OTHER BMP'S WHEN NECESSARY TO CONTAIN PROPOSED WORK.TEMPORARY AND PERMANENT STABILIZATION PRACTICES:-TEMP. SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWAY, AT ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS.-PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO DETENTION BASINS.-STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND MULCHED WITH STRAW AT 4000 LB PER ACRE.STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROMRECEIVING WATERS:-TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY SEDIMENT SWALE OR RETENTION AREA.-TEMP. DRAINS TO RETENTION PONDS-TEMP. BERMS AT PROJECT PERIMETER - PER PLAN.-INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC.-SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF DISTURBED AREAS.-A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE AREAS.PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION ORRETENTION SYSTEMS OR VEGETATED SWALES.-DRY RETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL.DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS:WASTE DISPOSAL:-ON SITE WASTE WILL BE CONTAINERIZED.-CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED.-STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS.OFFSITE VEHICLE TRACKING:-PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY).-REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING STREET SWEEPING, & RUT REPAIR IN NON-PAVED AREAS.APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES:NONE PROPOSED.STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NONEPROPOSED.DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURALCONTROLS.-CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANY RAINFALL EVENT THAT IS 12" OR GREATER.-ENGINEER SHALL INSPECT PERIODICALLY.NOTES:1.THIS PLAN (SHEETS C-300 & C-301), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALLREQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THEPROJECT SITE.2.THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY ALL CONTRACTORS/SUB-CONTRACTORSRESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P. CERTIFICATION:" I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THETERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATERDISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATERPOLLUTION PREVENTION PLAN PREPARED THEREUNDER,"SWPPPDESCRIPTION OF WORK/RESPONSIBILITYNAMETITLECONTRACTOR ORSUB CONTRACTOR(NAME, ADDRESS, PHONE)NAME/SIGNATURETO CERTIFICATIONDATEBY:SIGNATUREBY:SIGNATUREBY:SIGNATUREFLOOD ELEVATIONTHIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONES "AE-6", "AE-7", "AE-8" AND "X" PERTHE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP(FIRM) NUMBER 12061C0103 H, MAP EFFECTIVE DATE: 12-4-12PLAN PREPARATION:1.THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THISPLAN WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, PERMIT CONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO SIGN THE CERTIFICATION BELOW.2.THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY (CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION:"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALLATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION INACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIEDPERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATIONSUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHOMANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FORGATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THEBEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. IAM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTINGFALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE ANDIMPRISONMENT FOR KNOWING VIOLATIONS."BY: DATE:..SIGNATURE .N8" DRAINCONSTRUCT SILT FENCE ATLIMITS OF DISTURBANCE (SEEDETAILS ON SHEET C-301)LEGENDSILT FENCETEMP. CHAINLINK CONST. FENCEOUTLINE OF PROPOSED PARKING AREA IMPROVEMENTSTEMP. GATETEMP. GATETEMP. GATEEXCAVATE AND SODRETENTION AREA ATONSET OF CONSTRUCTIONNOTE: THESE AREAS WILLLIKELY NEED TO BERE-GRADED PRIOR TOCOMPLETIONMcMILLEN SURVEYING, INC.PROJECT BENCHMARK12" IRON ROD SET"McMILLEN PSM 5469"ELEV. = 4.77' (NAVD 1988)NORTHING - 1,268,177.254'EASTING - 827,360.742'McMILLEN SURVEYING, INC.PROJECT BENCHMARKNAIL & DISK SET"McMILLEN PSM 5469"ELEV. = 6.35' (NAVD 1988)NORTHING - 1,268,120.810'EASTING - 827,257.145'
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1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019EROSION CONTROL DETAILS- All turbidity, erosion, and sedimentation controls shall be in accordance with `BestManagement Practices' as described in the Florida Land Development Manual: AN.T.S.Guide to Sound Land and Water Management.- Reference F.D.O.T. Index #102.DITCH BOTTOM INLETCOMPLETED INLETPROTECTION AROUND INLETS OR SIMILAR STRUCTURESSidewalkAnchor Bales With 2 - 2" x 2" x 4'Curb & GutterDitchStakes Per Bale.DitchNOTES: *WETLAND PROTECTION PLAN*a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATIONEASEMENT BOUNDARIES (AT TOE OF SLOPE-SEE SECTIONS EE,N,O) PRIORTO CONSTRUCTION.b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED.c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED100 FT. FROM WETLANDS.DITCH 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 STRUCTURESTEMPORARY ADS OUTFALLN.T.S.TEMPORARY ADS OUTFALL90° FITTING (SKIMMING MECHANISM)TEMPORARY SEDIMENT SWALEFULLY STABILIZED AND GRASSEDPROVIDE ADDITIONAL SILT BARRIER/FILTERADJACENT TO OUTFALL PIPE.12" MIN.RECEIVING OUTFALL SWALE ORDITCH. STABILIZE/GRASS ORREVEGETATE. PROVIDE SILTBARRIER AT DOWNSTREAMPROPERTY LIMITS. CONTRACTORTO TEST TURBIDITY LEVELSWEEKLY.WIRE REINFORCED STAKED ANDTRENCHED SILT FENCESTAKED AND TRENCHEDSILT FENCE3' MIN.DOUBLE ROW STAKED SILT FENCE FOR USE AROUNDWETLANDS-N.T.S.4"TYP.4" TYP.SURFACERUNOFFSTOCKPILE OFERODIBLE MATERIALAANOTE:FOR STOCKPILING ERODIBLEMATERIAL FOR EXTENDEDPERIODS, THE AREA SHALL BESEEDED AND MULCHED.SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLEMATERIAL-N.T.S.NOTE:ALL STOCKPILES SHALL BE A MAXIMUMOF 25' HIGH.SECTION A-A25' MAX.INLET GRATELOOPS SIZED FOR 1" REBAR. LIFTFILTER BAG FROM INLET USINGREBAR FOR HANDLES.OVERFLOW HOLES (OPTIONAL)GEOTEXTILE BAG14" BRIGHTLY COLORED NYLONROPE, EXPANSION RESISTANTNOTE: IF FILTER FABRIC HAS BEENINSTALLED BENEATH INLET GRATE,IT SHALL BE REMOVEDIMMEDIATELY AFTER ROADSURFACE HAS BEEN STABILIZEDAND THE FILTER SACK SHALL BEIMMEDIATELY INSTALLED.2"X2"X34" RUBBER BLOCK (TYP.)FILTER SACKS FORGRATED INLETS ANDSTABILIZEDROADWAYS-N.T.S.LENGTH=LWIDTH=WDEPTH=DSOCK-PIPE OR ROCK BAG INLETFILTER-N.T.S.POLY WHATTLES OR GEOHAY CURBINLET FILTER-N.T.S.LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESTEST METHODUNITSGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS.20%120 LBS.800 P.S.I.120 LBS.80%40 US SIEVE40 GAL./MIN./SQ. FT.0.55 SEC. -1MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPERTIESTEST METHODUNITSGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491265 LBS.20%135 LBS.420 P.S.I.45 LBS.90%20 US SIEVE200 GAL./MIN./SQ. FT.1.5 SEC. -1FLOTATIONTYPE ITYPE IITYPE III14" CHAINFOLDS FORCOMPACT STORAGEDEPTH
ACCORDING
TO NEEDNYLONREINFORCED VINYLALL SEAMS HEAT SEALEDDEPTH
ACCORDING
TO NEED
DEPTH
ACCORDING
TO NEED
ECONOMY FABRICS AVAILABLE18 OZ. 300 LB./IN. STANDARD14" TIE ROPETYPE I. DOT FOR WATERS WITH LOWCURRENTS (NO MORE THAN ONE FOOTPER SECOND) AND LIGHT WINDS: LAKES,PONDS, SMALL STREAMS, MARSHES.FLEXIBLE TOP FLOTATION SECTION WITHENCAPSULATED EPS FOAM FLOTATIONLOGS (6"X6"X4')FLOTATIONTOP LOAD LINE 516" VINYL COATEDCABLEFOLDS EVERY 6'STRESS PLATE516" CHAIN BALLASTAND LOAD LINESTRESS PLATE (TO REMOVEPRESSURE FROM FLOATS)STRESS BANDPVC SLOT-CONNECTORGALVANIZED #24SAFETY HOOK100' STANDARD LENGTHCANAL/DITCHBEDWATER SURFACEANCHOR (ASRECOMMENDEDBY THEMANUFACTURER)STANDARDCONTAINMENTSYSTEMSLIGHT BUOYAUTOMATIC FLASHING LIGHT(ON AT DUSK-OFF AT DAWN) 100' ONCENTER SHALL BE USED IN NAVIGABLECHANNELS ONLYCURTAIN5'5'1'
MIN.NOTE: ANCHORING TO BUOYS ASSHOWN REMOVES ALL VERTICALFORCES FROM THE CURTAIN,HENCE, THE CURTAIN WILL NOT SINKFROM WIND OR CURRENT LOADS.2'
MIN.ORIENTATION WHEN INSTALLED(TIDAL SITUATION-TYPE III)-N.T.S.ATTACH LINESTO SHACKLEBUOY516" CHAINLAP LINKFLOATATIONPVC SLOT-CONNECTORSTRESS PLATE516" VINYL COATING CABLE(ON BOTH SIDES OF CURTAIN TOREDUCE STRAIN)GALVANIZED #24SAFETY HOOK22 OZ. NYLONREINFORCED VINYLSTRESS BANDTYPE 2. DOT FOR HIGHER CURRENTWATERS (UP TO FIVE FEET PER SECOND):DEEPER LAKES, STREAMS, INTERCOASTALAND TIDAL AREAS. INCLUDES ANENCAPSULATED STEEL LOAD CABLEALONG TOP OF BARRIER AND 8"X8"X4'FLOTATION LOGS. WEAR STRESS POINTSARE REINFORCED WITH SHIELDS.TYPE 3. DOT IS SIMILAR TO TYPE 2. DOTEXCEPT THAT POLYPROPYLENE FILTERFABRIC IS PERMANENTLY INSERTED INTOTHE BARRIER SKIRT TO MEET SOMESTATE'S SPECIFICATIONS.METAL T-POSTS OR APPROVEDALTERNATIVEEXISTING TREE TRUNK-DIAMETER VARIESPROTECTIVE FENCING FORTREES-N.T.S.ELEVATIONORANGE VINYLCONSTRUCTION FENCING,CHAIN LINK OR SNOWFENCING OR APPROVEDEQUIVALENT10' MAX.3'
4'1.5'
6'ORANGE VINYL CONSTRUCTIONFENCING, CHAIN LINK FENCING,SNOW FENCING OR OTHER SIMILARFENCING AT LEAST (4') HIGH ANDSUPPORTED AT A MAXIMUM OFTEN-FOOT (10') INTERVALS BYMETAL T-POSTS OR APPROVEDMETHODS SUFFICIENT TO KEEPTHE FENCE UPRIGHT AND IN PLACE.WOODEN STAKES AND REBARPOSTS ARE NOT CONSIDERED ASAN APPROVED METHODSUFFICIENT ENOUGH TO KEEP THEFENCE UP RIGHT AND IN PLACE.NOTES:1.ALL TREES RETAINED ON A SITESHALL BE PROTECTIVELYBARRICADED BEFORE ANDDURING CONSTRUCTIONACTIVITIES.2.UNDERGROUND UTILITY LINESSHALL BE ROUTED AROUNDEXISTING TREES TO THE OUTSIDEOF THE DRIPLINE WHERE ABLE.3.INSTALLATION OF FENCES ANDWALLS SHALL TAKE INTOCONSIDERATION THE ROOTSYSTEMS OF EXISTING TREES.4.FENCE/BARRICADE SHALL BEINSTALLED AT PERIMETER OF ALLTRESS OR GROUP OF TREES TOBE PRESERVED. FENCE SHALLBE MAINTAINED DURINGCONSTRUCTION.5.DO NOT PARK HEAVY EQUIPMENTON TREE ROOTS. DO NOT ADDFILL 4" TO 6" AROUND TREE. ALLWORK WITHIN THE CRZ MUST BEDONE BY HAND.PLANEXISTING TREE TRUNK-DIAMETER VARIESSILT FENCE INLET PROTECTION-N.T.S.2"X2" STAKEFABRICFABRICEXTENDS1'MIN.GATHEREXCESSAT CORNERSDROP INLETWITH GRATEFRAMECROSS BRACE2"X4" WOOD FRAME2"X4" WOOD FRAME3'15"MIN.18"MAX.5' MIN.(TYP.)VIEW OF FRAME WITHOUTSILT FENCEVIEW OF FRAME WITHSILT FENCE10' 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.1'MIN.FLOW4"X6" TRENCH WITHCOMPACTED BACKFILLPONDING HEIGHT1'MIN.FLOW34" MIN. DRAIN ROCK9" MAX.STORAGEHEIGHT8"PONDING HEIGHTSTEEL ORWOOD POSTTRENCH DETAILINSTALLATION WITHOUT TRENCHINGPRINCIPLE 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 3SECTIONELEVATION6'MAX.SILT FLOW20°+-OPTIONAL POSTPOSITIONSVERTICALFILTER FABRIC (INCONFORMANCE WITHSEC. 985 F.D.O.T.SPEC.)8"15"-18"1' MIN.3' 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 APPLICATIONS-N.T.S.TYPE 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.SILTFLOW
PLYWOOD, 4'X2'PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS(12" DIA.)WOOD POSTS(4"X4"X9')CONCRETEWASHOUTCONCRETE WASHOUT SIGNDETAIL (OR EQUIVALENT).12" DIA.STEEL WIRE2"8"STAPLE DETAILBLOW-UP OFSHACKLECONNECTIONWATER SEAL18 (OR 22) OZ. VINYLCOATED NYLONCONCRETE & STUCCO WASTE MANAGEMENT-N.T.S.3'3'TYPE IV SILT FENCE-N.T.S.SILT FENCE (TYP.)ROCK BAGROCK BAGPOLY WHATTLEOR GEOHAYROCK BAGSEROSION CONTROL AND DEWATERING NOTES1.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BECONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.2.ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANYGRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENTSEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTIONOF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINUNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONEYEAR.4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT ISRESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLYTRANSPORTED FROM THE PROJECT SITE.5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTEDIMMEDIATELY.7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUMEOR SLOPE DRAIN STRUCTURE.8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURINGCONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OROTHERWISE TREATED TO REMOVE SEDIMENT.9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT ANDSTABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THECONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKINGCONDITION AT THE END OF EACH WORKING DAY.11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BYTRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BECLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO ASEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.12.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARYMEASURES ARE NO LONGER NEEDED.13.PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION.14.EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGNSTANDARDS, AND THE DETAILS AND NOTES ON THE PLANS.15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES.16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS.17.THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE.18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER.19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING", UNLESS DE-WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C - NO HYDRAULIC PUMPS MAY BE USED FOR DE-WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER.20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY.A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGEWATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEPINDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL,32803), WITH A LETTER NOTIFYING THE AGENCY THAT DE-WATERING ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FORTHE GENERIC PERMIT.B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINTSOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DONOT EXCEED ANY OF THE LISTED SCREENING VALUES.C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHSFOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OFTHIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERSLISTED ON TABLE 1.D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THISPERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BESUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION.E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN AGENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATERPERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OFDISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS.21.THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FORSTORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, ANDSHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING,RECORD KEEPING AND CERTIFICATIONS.SCREENING VALUES FOR DISCHARGE INTO:ParameterFresh WatersCoastal WatersTotal Organic Carbon (TOC)pH, standard unitsTotal Recoverable MercuryTotal Recoverable CadmiumBenzeneNaphthaleneTotal Recoverable CopperTotal Recoverable LeadTotal Recoverable ZincTotal Recoverable Chromium (Hex.)10.0 mg/L6.0-8.59.3 µg/L1.0 µg/L100.0 µg/L2.9 µg/L0.03 mg/L86.0 µg/L11.0 µg/L0.012 µg/L10.0 mg/L6.5-8.59.3 µg/L1.0 µg/L100.0 µg/L2.9 µg/L5.6 mg/L86.0 µg/L50.0 µg/L0.025 µg/L
TRASHCEMENTWASHwTRASHCEMENTWASHwwJ.W.S.
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1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019 NCONSTRUCTION PHASE ISCALE: 1" = 30'INTENT - SEPARATE PUBLIC AND FISHERMAN FROM WORK - MAINTAIN SAFE PUBLIC USE OF EXIST SIDEWALK IN R.O.W. AND ACCESS TO RESTROOMS - PROVIDE SECURE STAGING/STORAGE AREA FOR REVETMENT CONSTRUCTION - PROVIDE SECURE WORKING AREA FOR FISHERMAN TO ACCESS MARINA AND LOADING AREAINCLUDE - ERECT TEMPORARY FENCE - EXCAVATING AND SODDING RETENTION AREAS "A", "B" AND "C" - REMOVE EXISTING WOODEN FENCE EAST OF RESTROOMS - LAY ADS PIPE AND SET STRUCTURE DS-01 - INSTALL SILT FENCE - SETUP REVETMENT STAGING AND MATERIAL STORAGE AREA - CONSTRUCT FISHERMAN'S CONCRETE LOADING AREAS - BUILD WOODEN DECKING ON FRAMING AND PILINGS (ACCESS TO MARINA) - CONSTRUCT REVETMENT (DESIGN BY OTHERS)CONSTRUCTION PHASE IISCALE: 1" = 30'CONSTRUCTION PHASE IIISCALE: 1" = 30'ABREVETMENTSTAGING/STORAGEAREATEMP. FENCECONCRETELOADINGAREA(FISHERMAN)WOODDECKINGINTENT - SEPARATE PUBLIC AND FISHERMAN FROM WORK - MAINTAIN SAFE PUBLIC USE OF EXISTING SIDEWALK IN R.O.W. AND ACCESS TO RESTROOMS - UPON COMPLETION OF REVETMENT, PHASE II INCLUDES CONSTRUCTION OF PARKING LOT - SUB-PHASE PARKING TO PERMIT FISHERMAN'S CONTINUED ACCESS TO MARINAINCLUDE - POUR CONCRETE WALK TO EXISTING DOCK AND INSTALL BIKE RACK - INSTALL CONCRETE CURB - CONSTRUCT HANDICAP AND MOTORCYCLE PARKING - CONSTRUCT PAVER PARKING LOT IN TWO SUB-PHASES "A" AND "B" TO PERMIT FISHERMAN'S ACCESS TO MARINA AND LOADING AREACONCRETE WALK& BIKE RACKINTENT - KEEP PUBLIC AWAY FROM WORK IN R.O.W.: TEMPORARY CLOSE SIDEWALKS AND PROVIDE TEMPORARY BI-PASS ACCESS PATH - FINISH WORK - DRIVEWAYS AND SIDEWALKS IN R.O.W. - SUB-PHASE DRIVEWAYS/SIDEWALKS TO PERMIT FISHERMAN'S CONTINUED ACCESS TO MARINAINCLUDE - RE-GRADE AND RE-SOD RETENTION AREAS "A", "B" AND "C" TO DESIGN GRADES - INSTALL MITERED ENDS - INSTALL TEMPORARY PEDESTRIAN BI-PASS - CONSTRUCT DRIVEWAYS AND CONCRETE SIDEWALKS IN R.O.W. - CONSTRUCT DRIVEWAYS/SIDEWALKS IN R.O.W. IN TWO SUB-PHASES "A" AND "B" TO PERMIT FISHERMAN ACCESS TO MARINA AND TO MINIMIZE CLOSURE OF RESTROOMS - PROVIDE APPLICABLE MOT (FDOT 600 SERIES) AS REQUIRED FOR ROAD, UTILITY, DRAINAGE, ECT., WORK NEAR/ADJACENT TO/OR WITHIN THE TRAVEL LANES OF INDIAN RIVER DRIVE.ABCSIDEWALK CLOSED SIGN(R9-9)SIDEWALK CLOSED SIGN(R9-9)CONTRACTORS ACCESS FORREVETMENT CONSTRUCTIONFISHERMAN'S ACCESSTO MARINAPUBLIC ACCESSTO RESTROOMSSIGN:FISHERMAN'S ACCESS ONLYDO NOT ENTERSIGNCONSTRUCTION ACCESS ONLYDO NOT ENTERSIGNCAUTIONCONSTRUCTION ZONESIGNCAUTIONCONSTRUCTION ZONEPROVIDE APPLICABLE MOT(FDOT 600 SERIES)SIDEWALK CLOSED SIGNSIDEWALK CLOSED SIGNFISHERMAN'S ACCESSAFTER CONSTRUCTION "A"IS COMPLETEFISHERMAN'S ACCESSUNTIL CONSTRUCTION "A"IS COMPLETEBACDS-01FISHERMAN'SACCESS/LOADINGAREAABRESTROOMS TEMPORARILYCLOSED SIGN (DURING "B"AREA CONSTRUCTION)RESTROOMRESTROOMRESTROOMSILT FENCESILT FENCESILT FENCETEMP.FENCETEMP.FENCESILT FENCESILT FENCESILT FENCETRMP.FENCETEMP.FENCETEMP.FENCEREVETMENT CONSTRUCTION(DESIGN BY OTHERS)OPEN TO ALLOWEASY PASSAGE FORFISHERMENROPE BETWEEN CONESREDIRECT PEDESTRIANTRAFFIC PER FDOT INDEXNO. 660. PLACE MATS INGRASS AREA.PUBLIC ACCESSTO RESTROOMS-TEMPORARY PEDESTRIAN MATS -"GRASSMATS USA - RUBBER GRASS MATS"PART NO. SKU: GMS001-16 OR EQUIVALENT-PEDESTRIAN TRAFFIC FLOWCHANNELIZING DEVICEPER FDOT 600, 660-PEDESTRIAN LONGITUDINAL CHANNELIZINGDEVICE (LCD) PER FDOT INDEX 600, 660-PEDESTRIAN CHANNELIZING DEVICEPER FDOT INDEX 600, 660PEDESTRIAN WALKWAY SIGN(M0T-12-06L)PEDESTRIAN WALKWAY SIGN(M0T-12-06R) GENERAL NOTES 1. ROUTE PEDESTRIAN TRAFFIC AROUND WORK AREAS WHEN CONSTRUCTION ACTIVITIES ENCROACH ON THE SIDEWALK FOR MORE THAN 60 MINUTES USING THE DEVICES AND REMEDIES SHOWN ON THIS PLAN. 2. FOR SPACING OF TRAFFIC CONTROL DEVICES AND GENERAL TCZ REQUIREMENTS REFER TO INDEX 600. THE MAXIMUM SPACING BETWEEN BARRICADES, VERTICAL PANELS, DRUMS OR TUBULAR MARKERS IS 25'. 3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK MUSTHAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN TO THE SURFACE OF THE SIDEWALK. 4. PROVIDE A 5' WIDE TEMPORARY WALKWAY, EXCEPT WHERE SPACE RESTRICTIONS WARRANT A MINIMUM WIDTH OF 4'. PROVIDE A 5' x 5' PASSINGSPACE FOR TEMPORARY WALKWAYS LESS THAN 5' IN WIDTH AT INTERVALSNOT TO EXCEED 200'. 5. PROVIDE A CROSS-SLOPE WITH A MAXIMUM VALUE OF 0.02 FOR ALL TEMPORARY WALKWAYS. 6. TEMPORARY WALKWAY SURFACES AND RAMPS MUST BE STABLE, FIRM, SLIPRESISTANT, AND KEPT FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH ASHOLES, DEBRIS, MUD, CONSTRUCTION EQUIPMENT AND STORED MATERIALS. 7. REMOVE TEMPORARY WALKWAYS IMMEDIATELY AFTER REOPENING OF THESIDEWALK, UNLESS OTHERWISE NOTED IN THE PLANS.
S67° 55
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50
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'N67° 37
'
58"E31.12
'S21° 11' 23"E43.03'S22° 06' 09"E47.14'S23° 39' 34"E43.70'LINEBEARINGDISTANCEL 1N 13°56'13"W15.89'L 2N 21°54'42"E14.69'L 3S 67°55'22"W8.66'L 4N 01°22'37"E14.02'L 5N 25°15'42"W19.25'L 6N 40°24'03"W20.47'L 7N 43°49'16"W13.99'L 8L 9N 44°06'28"W10.09'L 10S 22°06'36"E15.25'N 21°14'28"W10.37'L 11S 67°53'24"W22.27'L 12S 25°05'08"E 2.35'EXISTINGRESTROOMFF EL = 5.84'5' COVEREDSIDEWALKTOWNSHIP 31 SOUTHTOWNSHIP 30 SOUTHINDIAN RIVER DRIVE (OLD U.S. HIGHWAY NO. 1)S 88°17'26"E116.14'N 07°50'15"
E
32.54'L1N 02°14'55"E
42.86'L2 L3L4 L5L6L7L8L9S 67°53
'24"W
99
.65
'L10L11INDIAN RIVERL12L14L13N79° 29' 04"E129.15'N25° 39' 00"W169.52'L16L15L 13N 44°13'09"W 12.44'L 14N 52°42'12"W 17.68'L 15N 43°36'13"W 12.41'L 16N 25°42'02"W 13.49'PARCEL: 1000002.046,719.06 SQ. FT. (1.0725 ACRES)LOT 3, BLOCK 2LOT 2, BLOCK 2(VACANT)WOOD EXTERIOR RESTAURANT"CRAB E. BILLS SEAFOOD" 1540INDIAN RIVER DRIVEMEAN HIGH WATER LINE(-0.74 NAVD88)WETWELLLIFT STATIONCONTROL PANEL781LOADING ZONELOADINGZONEwSTREETLIGHTSTREETLIGHTLOADING ZONELOADINGZONE135.71
'
(<150
'
)wJ.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019 NPROJECT INFORMATIONOWNER:CITY OF SEBASTIAN; PAUL CARLISLE, CITY MANAGERSEBASTIAN MUNICIPAL PARK1225 MAIN ST.SEBASTIAN, FLORIDA 32958TEL:772-388-8200FAX: 772-581-0149ENGINEER:SCHULKE, BITTLE & STODDARD, LLC.1717 INDIAN RIVER BOULEVARD, SUITE 201VERO BEACH, FLORIDA 32960TEL: 772-770-9622FAX: 772-770-9496MEP:TREASURE COAST ENGINEERING, INC.4925 13TH LANEVERO BEACH, FLORIDA 32966TEL:772-567-1007FAX: 772-567-1084PROPOSED USEPARKING LOTSTREET ADDRESS1532 & 1540 INDIAN RIVER DRIVESEBASTIAN, FL 32958PROPERTY TAX ID NUMBERS31-39-06-0000-1001-000002.0ZONINGCWRLAND USERIVERFRONT MIXED USEFLOOD ZONEF.I.R.M. NO. 12061C0111H, 12/04/2012 FLOOD ZONE 'X' ANDF.I.R.M. NO. 12061C0103H, 12/04/2012 FLOOD ZONE 'AE-6'F.I.R.M. NO. 12061C0103H, 12/04/2012 FLOOD ZONE 'AE-7' ANDF.I.R.M. NO. 12061C0103H, 12/04/2012 FLOOD ZONE 'AE-8'PROPOSED MAINT. ENTITYCITY OF SEBASTIANCONSTRUCTION SCHEDULECONSTRUCTION START:X/XX CONSTRUCTION FINISH:X/XXGENERAL NOTES:1.PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR ISTO NOTIFY THE CITY OF SEBASTIAN ENGINEERING INSPECTORSUPERVISOR.2.ALL UTILITIES MUST BE PLACED UNDERGROUND PURSUANT TO THECITY OF SEBASTIAN LAND DEVELOPMENT REGULATION (LDR)3.THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITYLINES AND STRUCTURES PRIOR TO CONSTRUCTION.4.NOTATIONS AS DEPICTED ON THIS SHEET, HAVE THE FOLLOWINGMEANING:PROPOSED OR PROP............PROPOSED CONSTRUCTION BY OTHERSCONSTRUCT OR CONST.........PROPOSED CONSTRUCTION BY CONTRACTOREEOP......................................EXISTING EDGE OF PAVEMENTEOP........................................EDGE OF PAVEMENTBOC........................................BACK OF CURBRCP........................................REINFORCED CONCRETE PIPEH.P.........................................HIGH POINTR/W........................................RIGHT-OF-WAYCMP........................................CORRUGATED METAL PIPEMES........................................MITERED END SECTION5.EXIST WATER SUPPLY: I.R.C. UTILITY6.EXIST SEWER DISPOSAL: I.R.C. UTILITY7.PROJECT LIES WITHIN FLOOD ZONE "X", PER FEMA FIRM MAP No.12061C0111 H, DATED DECEMBER 04, 2012 AND FLOOD ZONES "AE-6","AE-7" & "AE-8", PER FEMA FIRM MAP No. 12061C0103H, DATEDDECEMBER 04, 2012.8.ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OFSEBASTIAN STANDARDS AND SPECIFICATIONS.9.ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVERCOUNTY DEPT. OF UTILITY SERVICES STANDARDS ANDSPECIFICATIONS AS ADOPTED 1/97.10.ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE "MANUALON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION.11.THIS PROJECT WILL BE COMPLETED:START CONSTRUCTION: BY - X/XXCOMPLETE CONSTRUCTION: BY - X/XX12.PROPOSED LIGHTING FOR THIS SITE SHALL BE PLACED IN SUCH AMANOR AS NOT TO EFFECT THE SURROUNDING AREA OR CAUSEGLARE ON THE ADJACENT STREETS. SEE LIGHTING PLAN BY KAMMENGINEERING.PROPOSAL:- CONSTRUCT PARKING LOT W/ (15) FIFTEEN PARKING SPACES- CONSTRUCT SIDEWALKS- ERECT LIGHTINGSITE DATA FOR CITY OF SEBASTIANFISHERMAN'S LANDING PARKING LOTPARKING LOT 9,797 FT² 9,797 FT²SIDEWALK 1,646 FT² 1,646 FT²TOTAL GROSS AREA11,443 FT²11,443 FT²BUILDING AREASDELTAPROPOSEDTOTALCWR ZONING DISTRICT REQUIREMENTS:REQUIREDPROPOSEDMIN. LOT SIZE10,000 FT²23,088 FT² (0.53 AC.) (ASSUMED)MIN. LOT WIDTH80'183'MIN. YARD SETBACK:FRONTNONE REQ'DN/ASIDE5'N/ASIDE5'N/AREAR10'N/AMAX. BUILDING HEIGHT25'N/AMAX. LOT COVERAGE BY BUILDINGS30%968 FT² (3.6%)MIN. OPEN SPACE25%20,818 FT² (91.6%)MAX. IMPERVIOUS AREA80%2,270 FT² (8.4%)MAX. F.A.R.50%432 FT² (1.6%)AREA CALCULATIONS:TOTAL SITE (GROSS AREA)23,088 FT²0.53AC.100%1.PROPOSED CONCRETE AND PAVEMENT (NET) 2,270 FT²0.05 AC.(9.8%)2.PROPOSED OPEN SPACE AREA20,818 FT²0.48 AC.(90.2%)OPEN SPACE REQUIRED:23,088 FT² X .25 = 5,772 FT²0.13 AC.(25%)OPEN SPACE PROVIDED:20,818 FT²0.48 AC.(90.2%)PARKING CALCULATIONS:PROVIDED PARKINGSTANDARD12 SPACESMOTORCYCLE 2 SPACESHANDICAP 2 SPACESTOTAL SPACES PROVIDED16 SPACESPROPOSED REVETMENT DESIGNEDBY OTHERSPROPOSED REVETMENT DESIGNEDBY OTHERSWHEEL STOP (TYP)CONSTRUCTSIDEWALKPROPOSED PAVEMENT"TURF BLOCK" PAVERPARKING LOT(SEE C-502)CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING REVETMENTR18.8'31.28'1.6'6.83'15.94'17.94'21.12'17.94'20.08'11.63'7.75'7.5'7.5'6.83'11'84.04'6.75'8'53.92'11.05'16.18'21.26
'8.31'EXISTING MARINANO IMPROVEMENTS PROPOSEDMcMILLEN SURVEYING, INC.PROJECT BENCHMARK12" IRON ROD SET"McMILLEN PSM 5469"ELEV. = 4.77' (NAVD 1988)NORTHING - 1,268,177.254'EASTING - 827,360.742'McMILLEN SURVEYING, INC.PROJECT BENCHMARKNAIL & DISK SET"McMILLEN PSM 5469"ELEV. = 6.35' (NAVD 1988)NORTHING - 1,268,120.810'EASTING - 827,257.145'12" CURB, TYPPROPOSED CONCRETEPAVEMENT (SEE "HEAVY DUTYCONCRETE" DETAIL, SHEETC-502) (OPTIONAL ASPHALT)AT TURN-OUTS AT INDIANRIVER DRIVEWOOD DECKING ONWOOD FRAMING ANDPILINGS12:1 RAMPEXISTING BAFFLE BOXTOP EL. = 5.92'N. INV. EL. = 3.77'E. INV. EL. = 0.57'W. INV. EL. = 0.58'SEE SHEET C-401 FOR SIGNS, PAVEMENT MARKINGS ANDADDITIONAL DIMENSIONS.CONSTRUCT BIKERACK BY C.O.S.±21' EFFECTIVEDRIVING WIDTHFOR FIRE ACCESSLock to Lock TimeTrackWidth:::feetFIRE TRUCK6.008.178.63Steering Angle28.70:180°150°120°90°PATH OF FRONT WHEEL60°
30
°MAX. STEERING ANGLE = 28.7 deg.45.04 ft7.00 ft21.63 ft13.12 ft8.63 ft41.75'7.00'21.63'48.91 ft51.90 ft3
5
.
2
0
f
t
OUTSIDE SWEPT PATHINSIDE SWEPT PATH135.71'SEE LIGHTINGAND POWERPLAN BY KAMMCONSULTINGCONCRETEFLUSH WITHADJ. PAVEMENT(2) MOTORCYCLESPOTS
7A81ECCLOADING ZONELOADINGZONEwSTREETLIGHTSTREETLIGHTJ.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019DIMENSIONAL LAYOUT OF PARKING LOTSCALE: 1" = 10'℄ INDIAN RIVER DRIVEEXISTING RESTROOMSNPCC41.81'7.5'5.59
'6.24'135°19.53'135°7.75
'23.34'120°120°9'
T
Y
P 1'TYP79.29'8.2'7.3'6'8'33.08
'44.62
'38.67'5'12'5'12'29'60.65
'
22.3'42.38
'R18.8'37.9
'
3.54'5.5'135°1
3
5
°1'TYP14.9'6.9'R19.5'
12
0
°R20'R20'13.27'16.96'5'60°30°4.75'37.77
'3.25'12:1 RAMPLIFT STATIONCONTROL PANELWET WELL R1-1FTP-22-06FTP-21-06FTP-21-06 R7-6 R7-6 R7-6 R5-1A R5-1 R5-1A R5-1DO NOTENTERWRONGWAYPARKINGNOLOADINGZONESIGN LEGENDONLYPERMITDISABLEDPARKING BY$ 100 FINEF.S. 318.18FTP-21-06HANDICAPPEDPARKING SIGNFTP-22-06HANDICAPPEDPARKING SIGNFTP-22-06FTP-21-06STOPR1-130" STOP SIGNR1-1 R5-1A R5-1 R7-6R5-1DO NOT ENTER SIGNR5-1A WRONG WAY SIGNR7-6LOADING ZONE SIGN23.17' TYPSTRIPING KEYNOTE: FDP DENOTES FLEXIBLE DELINEATOR POST.A = 6" SOLID WHITEB = 8" SOLID WHITEC = 12" SOLID WHITED = 18" SOLID WHITEE = 24" SOLID WHITEF = 6" SKIP WHITE TYP (10'-30')G = 6" SKIP WHITE TYP (6'-10')H = 6" SKIP WHITE TYP (2'-4')I = 6" SOLID YELLOWJ = 18" SOLID YELLOWK = 6" DOUBLE YELLOWL = 6" SKIP YELLOW TYP (10'-30')M = 6" SKIP YELLOW TYP (6'-10')N = 6" SKIP YELLOW TYP (2'-4')P = RPM MONO-DIRECTIONAL WHITE/MONOQ = RPM BI-DIRECTIONAL AMBER/AMBERR = FDP WHITES = FDP YELLOWT = RPM BI-DIREC. WHITE/REDWOOD DECKING ONWOOD FRAMING ANDPILINGS7.5'12"
CURB
(TYP
)18'10'19.39
'21.08'18.06'21.11'23.17' TYP
18' TYP
11'21.28
'7.91'7'5'6'POUR CONCRETESIDEWALK TO EDGEOF EXISTING WOODENDOCK180°15.29'8.73'23.9'5.9'3'3'12" LETTERS12" LETTERSCONCRETE TO BUILDINGSIDEWALK IS FLUSHPAVERS AND SIDEWALKARE FLUSHCURB AND PAVERSARE FLUSHNOTE:-ALL EXISTING SIGNS WILL BE REMOVED,STORED, AND RE-SET BY C.O.S.ACCESSIBLE ROUTE5'0'FTP-22-06(2) MOTORCYCLESPOTS1.74'SIDEWALK WITH 6" STEP DOWNREQUIRES THICKENED EDGETHERMOPLASTICTHERMOPLASTICTHERMOPLASTICNOTES:SEE PHASE PLAN FOR TEMPORARYSIGNS THAT CONTRACTOR SHALLPROVIDE DURING CONSTRUCTION
J.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/201912"THESE SIGNS TYPICAL AT EACHACCESSIBLE PARKING SPACE18"12"6"5'PARKING BYDISABLEDPERMITONLY$ 250 FINEF.S. 318.18FTP-22-0618"FTP-21-06NOTES:1.THIS SIGN MAY ALSO BE WALL MOUNTEDACCESSIBLE PARKING SIGNN.T.SFINE PERLOCAL CODEON-SITE PAVEMENT MARKINGN.T.S42"20"42"18.8"RIGHT TURN ARROWTO BE REVERSED82.3"41.2"12"
6"2"1"77.6"12"
12"
12"2"2"2"37.7"44.3"8"48.8"6"1"42.9"8"1.25"1.25"94"27.5"4"
4"4"4"4"25.9"22.1"21.5"30.8"0.63"0.63"0.63"0.63"0.63"SIGN BASE WITHIN LANDSCAPED AREA24"9"212"4"212"
21"
36"24"3" MIN.18"NOTE:SIGNS INSTALLED WITHIN SIDEWALKS SHALL BESET DIRECTLY IN THE CONCRETE AND SHALLUTILIZE A 3" DIAMETER SIGN POST PER THESPECIFICATIONS.SIGN BASE WITHIN PAVED AREASIGN BASEN.T.S2 516" DIA. CADMIUMPLATED STEEL BOLTS3" DIA. GALVANIZEDSTEEL POST(STANDARD PIPE)W/HEX NUTS2 12" DIA. GALVANIZEDSTEEL SLEEVE(DOUBLE EXTRASTRONG PIPE)3" DIA. GALVANIZEDSTEEL POST(STANDARD PIPE)6" PIPE BOLLARDPAINTED TRAFFIC YELLOWFILLED WITH CONCRETE3,500 P.S.I.CONCRETE.25'18" GALVANIZEDPINS6'.17'1'.75'.5'.33'CONCRETE WHEEL STOPN.T.S.TO BE PAINTEDTRAFFIC YELLOW(ALL SIDES)3,000 P.S.I.CONCRETESTOPTYPICAL TRAFFIC SIGN DETAILNOTE:IN ACCORDANCE WITH SECTION 2D.38 OF THE M.U.T.C.D., WHEN ASTREET INTERSECTS WITH A MULTILANE ROADWAY OR THE ADJACENTSTREET POSTED SPEED LIMIT IS GREATER THAN OR EQUAL TO 40 MPH,STREET NAME SIGNS ARE REQUIRED TO HAVE A 12" HIGH BLANK WITH 8"HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. WHEN THESPEED LIMIT IS LESS THAN 40 MPH, STREET NAME SIGNS ARE REQUIREDTO HAVE AN 8" HIGH BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGHLOWER CASE LETTERS.POST3'7'30"POST: 2"X2" 12 GAUGE GALVANIZED SQUARE TUBING SIGN POSTWITH OPEN HOLES & GALVANIZED FINISH PER A.S.T.M. -A-123.WITHOUT ANCHOR PLATES. ANCHOR BASES SHALL BE 2.25"X2.25" 12 GAUGE GALVANIZED SQUARE TUBING WITHOPEN HOLE.LOCATION:AS INDICATED ON THE PLANS.6"BLUEBLUEBLUE WHITEFRONTOF CURBBLUE 12'12'12'12'CURB RAMPFTP-21-06FTP-22-06(3) 6" EQUALLYSPACED WHITEDIAGONALSTRIPES PERAILESFTP-21-06FTP-22-06SIDEWALK2"6"2"6"6"6"6"2"6"6"2"6"BLUEBLUE6"2"6"WHITE PER LOCALCODE5'5'PER LOCALCODE60°'60°'WHITE WHITEWHITEWHITE 2' VEHICLE OVERHANG(AS INDICATED ON PLAN)2% MAX.CROSS SLOPE*44" MIN.CLEAR*TYPICAL ACCESSIBLE STRIPINGSCALE: N.T.S2% MAX. SLOPEIN ANYDIRECTIONWITHINACCESSIBLEPARKINGSPACESPER LOCALCODE-THIS DETAIL IS FOR STRIPINGDETAIL ONLY. PARKING SPACECONFIGURATION SHOULD BEAS DEPICTED ON SITE PLAN GENERAL NOTE :ONLY APPLIES IN SITUATIONS WITHACCESSIBLE PATH LOCATEDAT EDGE OF PARKING SPACES* NOTE :30' ±GENERAL DESCRIPTIONDIRECT BURIAL TYPE 2 CONCRETE POLE WITH HANDHOLE COVER.ELECTRICALINTERNAL MOUNTING STUD SHALL BE PROVIDED FOR GROUND CONNECTIONPROVIDE #8AWG FROM HANDHOLE TO LUMINAIRE.LIGHT POLE DETAILSCALE: N.T.S.SHOEBOX FIXTURECUTOFF FIXTUREPROVIDE HOUSE SIDE SHIELDWHERE REQUIREDDIRECT BURIAL TYPE 2 CONCRETE POLEBURIAL DEPTH SHALL BE 7 FEET MINIMUMWITH NOMINAL DIAMETER AT GRADE NOLESS THAN 10.8". ASSEMBLY SHALL BE RATEDFOR 130 MPH WIND LOAD, EXPOSURE CIMPORTANCE FACTOR 0.77HANDHOLE WITH COVER AND GASKETBACKFILL WITH NEW CLEAN DRY FILL ANDCOMPACT TO A MINIMUM OF 95% OFMAXIMUM DRY DENSITY AS DETERMINED BYMODIFIED PROCTOR. BACKFILL TO A POINT2" ABOVE FINAL GRADE.FINISHED GRADEBRANCH CIRCUIT CONDUITS AS INDICATEDON THE ELECTRICAL PLANS (BY OTHERS)GROMMETED HOLE -TYPICALAUGER HOLE A MINIMUM OFTWO DIAMETERS LARGER THANPOLE DIAMETERCOMPACT EARTH BELOW EACHPOLE PRIOR TO INSTALLATION#8 AWG COPPER TOGROUND LUG IN POLEBASECOVERPIPE SLEEVEEXOTHERMIC WELD58" x 10' COPPERGROUND RODHO
L
D
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A
C
ELIGHT SPEC SUBJECTTO
C
H
A
NG
E
HO
L
D
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A
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ELIGHT SPEC SUBJECTTO
C
H
A
NG
ENOTE:A)ALL PARKING SPACES WITH EXCEPTION OF THEHANDICAPPED PARKING SPACES SHALL BE MARKED INWHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND BE INACCORDANCE WITH THE FLORIDA DEPARTMENT OFTRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, 1996, SECTION 710.CONCRETE WHEELSTOP EXCEPT WHEREADJACENT TO CURBOR SIDEWALK6" WHITESTRIPE(TYP.)TYPICAL PARKING STALLN.T.S.9'60°1.7
5
'
.75
'
23.
1
7
'
18'PLEASE SECURE YOUR BICYCLE PROPERLYONLYPARKINGBICYCLE18"12"BICYCLE PARKING SIGNN.T.SBLACK ON WHITEW/ 1-1/2" LETTERS18"12"MOTORCYCLE PARKING SIGNN.T.SBLACK ON WHITEW/ 1-1/2" LETTERS
S67° 55
'
22"W
87
.00
'N68° 08
'
12"E
50
.95
'N21° 19' 15"W 60.78'N64° 59
'
24
"E
122
.46
'N67° 37
'
58"E31.12
'S21° 11' 23"E43.03'S22° 06' 09"E47.14'S23° 39' 34"E43.70'L 5N 25°15'42"W19.25'L 6N 40°24'03"W20.47'L 7N 43°49'16"W13.99'L 8L 9N 44°06'28"W10.09'L 10S 22°06'36"E15.25'N 21°14'28"W10.37'L 11S 67°53'24"W22.27'L 12S 25°05'08"E 2.35'S 88°17'26"E116.14'N 07°50'15"
E
32.54'L1N 02°14'55"E
42.86'L2 L3L4 L5L6L7L8L9S 67°53
'24"W
99
.65
'L10L11L12L14L13N79° 29' 04"E129.15'N25° 39' 00"W169.52'L16L15L 13N 44°13'09"W 12.44'L 14N 52°42'12"W 17.68'L 15N 43°36'13"W 12.41'L 16N 25°42'02"W 13.49'MEAN HIGH WATER LINE(-0.74 NAVD88)1" WATERMAIN1" WATERMAIN5.405.705.80FF EL = 5.84'4.0
3.5 4.0
5.0 3.53.54.04.03.54.56.1±5.446.0±6.1±6.15.785.685.55.825.8±MATCH EXISTING5.785.735.385.325.645.325.465.25.404.54.34.44.55.65.25.25.45.15.25.485.15.65.25.485.55.65.556.25.885.786.225.75.65.35.355.455.95.85.4INV.3.0INV.3.05INV.3.15INV.2.9D5.25 5.65.5INV.1.75wSTREETLIGHTSTREETLIGHT4.04.05.33.54.05.05.05.255.55.06.0'8.0'6.0'8.0'4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'X-XC-500SECTION THRU OUTFALL PIPESCALE: 1" =5'10.0'10.0'ROCK REVETMENTBY OTHERS12" ADS4:1 ROCK ATFRONT OFOUTFALL PIPE2.0 TOP OFREVETMENT4.45'1.75 INV. OF12" ADS6.0'8.0'6.0'8.0'4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'X-YC-500SECTION THRU WOOD WALKWAYSCALE: 1" =5'10.0'10.0'5.605.506" STEP4.99±CONCRETE @ BIKE RACKPAVER PARKINGEXISTING ON GRADEWOOD WALKWAYPROVIDE: 8"x16" DEEPTHICKENED EDGECURBJ.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019 N1.PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR IS TO NOTIFY THECITY OF SEBASTIAN ENGINEERING INSPECTOR SUPERVISOR.2.GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION AND THESUPPLEMENTS THERETO.3.CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADEAS REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID.4.ALL DISTURBED AREAS SHALL BE GRASSED AT PROJECT COMPLETION(SEEDEDOR SODDED).5.THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THISCONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN THAT NOWEXISTING.6.ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS,SIDEWALKS, DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESSEXCAVATIONS ARE TO BE REMOVED BY THE CONTRACTOR AND DISPOSED OF INA LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE AT THE CONTRACTORSEXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE PROJECT.7.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THEEXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURINGCONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITHUTILITY COMPANIES AND THE PUBLIC WORKS DEPARTMENT AFTERIDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFYENGINEER IN ADVANCE BEFORE ANY RELOCATION.8.THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS INADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANYREPRESENTATIVES CAN BE PRESENT.9.THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OFOVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL ORRIVER BANKS.10.PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALLCOMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES.11.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TOREMAIN IN PLACE.12.THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELDLOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.13.KNOWN UTILITIES:AT&T (772) 460-4443COMCAST CABLE (772) 567-3444FPL (772) 489-6204IRCDUS (772) 226-184514.NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED ASPROPOSED BASE MATERIAL.15.EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURINGCONSTRUCTION AS PER FDOT STANDARD INDEX # 102, AND SPECIFICATIONS ANDDETAILS WITHIN THESE PLANS.GENERAL NOTES:EXISTING FIRE HYDRANT ASSEMBLYEXISTING VALVESTRUCTURE TAG(SEE THIS SHEET FOR TABLES)XX-XXSYMBOL LEGENDPROPOSED STORM DRAINAGE PIPEDIRECTION OF FLOWEXISTING GRADEPROPOSED GRADEPROPOSED INLETPROPOSED M. E. S.EXISTING WATER MAINEXISTING FIRE MAINEXISTING OVERHEAD POWERLINENOTES:1.CONTRACTOR SHALL OBTAIN AN FDEP NOI PERMIT, IMPLEMENT AND MAINTAIN AS.W.P.P.P. AND PROVIDE REQUISITE INSPECTIONS AND KEEP RECORDS.2.ALL DRAINAGE PIPES SHALL BE HIGH-DENSITY POLYETHYLENE ( ADS N-12 HDPE ) OREQUIVALENT.3.ALL UTILITIES UP TO THE R.O.W. LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITHIRCDUS WATER AND WASTEWATER UTILITY STANDARDS.4.ELECTRICAL PLANS BY KAMM ENGINEERING.5.THERE MAY BE PVC LINES (WATER, ELECTRICITY) FROM THE RESTAURANT VICINITY TOTHE MARINA. CONTRACTOR SHALL EXCAVATE CAREFULLY WHEN INSTALLINGINFRASTRUCTURE FOR THIS PROJECT, AND RELOCATE AS NECESSARY, REPAIR ASREQUIRED. ANY CONDUITS/PVC LINES FOUND SHALL BE BROUGHT TO THE CITY PUBLICWORKS DEPARTMENT'S ATTENTION.DS-01PROPOSED STORMWATER STRUCTURE SCHEDULESTRUCTURENUMBERDESCRIPTIONTOP ELEVN INVELEVS INVELEVE INVELEVW INVELEVSTATIONOFFSETMISCELLANEOUSDS-01TYPE "C"4.40--2.0-DS-XX24 LF 12" ADSXX.XXAC-501BC-501PROPOSED REVETMENTDESIGNED BY OTHERSPROPOSED REVETMENTDESIGNED BY OTHERSHA-2HA-3HA-1HA-4HA-5B-1CC-501DC-501EC-501EXISTING REVETMENT50 LF 12" ADS32 LF 12" ADSPROPOSED PAVEMENT"TURF BLOCK" PAVERPARKING LOT(SEE C-502)CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKCONTRACTOR SHALL "POTHOLE"FIREMAIN, LOCATE AND RELOCATEOUTSIDE OF RETENTION AREA ORLOWER SO A MINIMUM OF 36" BELOWTHE BOTTOM OF THE RETENTION AREA(LISCENSED U.G./FIRE LINECONTRACTOR REQ'D FOR THIS WORK)McMILLEN SURVEYING, INC.PROJECT BENCHMARK12" IRON ROD SET"McMILLEN PSM 5469"ELEV. = 4.77' (NAVD 1988)NORTHING - 1,268,177.254'EASTING - 827,360.742'McMILLEN SURVEYING, INC.PROJECT BENCHMARKNAIL & DISK SET"McMILLEN PSM 5469"ELEV. = 6.35' (NAVD 1988)NORTHING - 1,268,120.810'EASTING - 827,257.145'PROPOSED CONCRETEPAVEMENT (SEE "HEAVY DUTYCONCRETE" DETAIL, SHEETC-502) (OPTIONAL ASPHALT)AT TURN-OUTS AT INDIANRIVER DRIVE12:1 RAMPWOOD DECKING ONWOOD FRAMING ANDPILINGSEXISTING DRAINAGE MANHOLETOP EL. = 6.06'N. INV. EL. = 1.48'S. INV. EL. = 1.56'E. INV. EL. = 1.31'EXISTING CATCH BASINTOP EL. = 5.03'N. INV. EL. = 2.17'S. INV. EL. = 1.77'W. INV. EL. = 1.79'18" ADS 133 LF18" ADS 47 LF18" ADS 63 LFEXISTING BAFFLE BOXTOP EL. = 5.92'N. INV. EL. = 3.77'E. INV. EL. = 0.57'W. INV. EL. = 0.58'6" ADS12" HEADER CURB TYPNOTE:PROVIDE APPLICABLE MOT (FDOT 600 SERIES) AS REQUIRED FOR ROAD,UTILITY, DRAINAGE, ECT., WORK NEAR/ADJACENT TO/OR WITHIN THETRAVEL LANES OF INDIAN RIVER DRIVE.SEE LIGHTING PLAN BY KAMM ENGINEERING.CONCRETEFLUSH WITHADJ. PAVEMENTX-XC-500PAVERS FLUSHWITH CURBREMOVEYARDDRAINSCAP EXISTINGPIPEHA-6PAVERS FLUSHWITH CONCRETEX-YC-500HEADER CURB REINFORCEDWITH #5 REBAR
8.0'10.0'8.0'10.0'4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'AC-500SECTION THRU PARKING LOT (LOOKING EAST)SCALE: 1" =10'5.005.006.0'6.0'4.504.504.004.00SWALE (VARIES)5.605.354
.
5
0 58'± PARKING LOT5.845.845.781' CURB18'±1' CURB6' S/W1' CURB31' EXISTING RESTROOMSEXISTING GRADE??EXISTING1" WATER MAIN??15'±5.305.103.503.501313EXISTING FIRE MAINNOTE: POTHOLE & LOCATEFIRE MAIN TO DETERMINE IFIT NEEDS TO BE RELOCATED3.503.5013136.0'8.0'6.0'8.0'⅊4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'BC-500SECTION THRU PARKING LOT (LOOKING NORTH)SCALE: 1" =10'5.60INDIAN RIVER DRIVE10.0'10.0'6.005.505.004.504
.
0
0
3.501.000.500.0
0 14MHW -0.74'1' CURBPARKING LOT5.606'4.50VARIESEXISTING GRADEEXISTING GRADEEXISTING FIRE MAINNOTE: POTHOLE & LOCATEFIRE MAIN TO DETERMINE IFIT NEEDS TO BE RELOCATED??3'5.601' CURBDRIVEWAY6.20REVETMENT DESIGN BY OTHERS5.785.88MAX. 2% SLOPEAT CROSSWALK6.0'8.0'6.0'8.0'4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'DC-500SECTION THRU REVETMENTSCALE: 1" =10'5.60-0.5010.0'10.0'6'4.50VARIES130
.
0
0MHW -0.74'0.50EXISTING GRADE4.50PARKING LOT3'3.50
REVETMENT DESIGN BY OTHERS6.0'8.0'6.0'8.0'⅊4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'CC-500SECTION THRU PARKING LOT ENTRANCESCALE: 1" =10'PARKING LOT10.0'10.0'INDIAN RIVER DRIVE6.176.195.77EXISTING GRADE5.696.101' CURBDRIVEWAY5.685.78MAX. 2% SLOPEAT CROSSWALK6.0'8.0'6.0'8.0'⅊4.0'4.0'2.0'2.0'0.0'0.0'-2.0'-2.0'-4.0'-4.0'EC-500SECTION THRU REVETMENTSCALE: 1" =10'10.0'10.0'4.503'MHW -0.74'-0.50EXISTING GRADE5.003.503.505.42VARIES0.00-1.000.502.003.003.504.004.50 29' HANDICAP PARKING & LOADING ZONEEXISTINGRESTROOMSIDEWALK136'3'5.253'REVETMENT DESIGN BY OTHERS13J.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019 NOTES:-ALL SLOPES 6:1 OR STEEPER SHALL BESODDED. FLATTER SLOPES MAY BESEED/MULCHED AT THE CONTRACTORS OPTION.HOWEVER, CONTRACTOR IS RESPONSIBLE TOMAINTAIN STABILIZED CONDITION, CONTROLEROSION AND DELIVER A FULLY GRASSED SITE.-SEE SHEET C-200 FOR GENERAL EXCAVATIONAND BACKFILL REQUIREMENTS.BACKFILL TO BE CLEAN SELECTTYPE 3 MATERIAL (SEE C-502).ASPHALT MILLINGS SHALL NOTBE USED AS A SOURCE OFEMBANKMENT/BACKFILL.BACKFILL TO BE CLEAN SELECTTYPE 3 MATERIAL (SEE C-502).ASPHALT MILLINGS SHALL NOTBE USED AS A SOURCE OFEMBANKMENT/BACKFILL.BACKFILL TO BE CLEAN SELECTTYPE 3 MATERIAL (SEE C-502).ASPHALT MILLINGS SHALL NOTBE USED AS A SOURCE OFEMBANKMENT/BACKFILL.
J.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019 SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTIONGENERALIT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USEDWHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION ANDPERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE"FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERREDTO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO.ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK.THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TOPROPERLY TEST AND INSPECT THE COMPLETED WORK.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTYCONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.CLEARING/GRUBBINGTHE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDINGFOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS,AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. THE CLEARED AREAS SHOULD BE GRADED LEVELAND PROOF-ROLLED. ANY SOFT YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN COMPACTED FILL. SUFFICIENT PASSES SHOULD BE MADE DURINGCOMPACTION OPERATIONS TO PRODUCE A DENSITY NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T180) TO A DEPTH OF TWO FEET.FILLADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE U.S. STANDARD #200 MESH SIEVE AND PLACED IN LOOSELAYERS OF 12 INCHES AND COMPACTED TO A DENSITY NO LESS THAN 95% OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T180) TO A DEPTH OF TWO FEET. EIGHT INCHESOF SUITABLE CLAYED SOIL HAVING A LIMEROCK BEARING RATIO (LBR OF 40) SHOULD BE USED FOR A STABILIZED SUBGRADE AND COMPACTED TO 98% OF ITS MODIFIED DRYPROCTOR VALUE (AASHTO T180).GRADINGTHE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROMTHE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROADEMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACTCLOSE-OUT, AND MUST RE-GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSISTIN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.SOD:SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS ANDSHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BEREASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS,WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVEUNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR.EMBANKMENT CONSTRUCTIONROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT,BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIALCONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURINGROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL. MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL". COMPACTION:12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180).- MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE.EMBANKMENT AND BACKFILL MATERIAL:TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - 34" TO NO. 4 SIEVE.TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALLBE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKEGREATER THAN 112 INCHES IN DIAMETER.TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE.STAKINGCONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.STABILIZINGSTABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND INACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY ASDETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL.BASE COURSETHE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITHSECTION 915 OF THE STANDARD SPECIFICATIONS.LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BECOMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS.CEMENT CONCRETE PAVEMENT:CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS.CURBALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX NO. 300. PROVIDECONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITHF.D.O.T. INDEX NO. 304.TESTINGTHE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE,BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS.THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS:A. EMBANKMENT: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED,AND AT ALL EXISTING PROOFROLLED EARTH SURFACES.B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF ORCLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS.(MIN. OF 3 / 1 PER JOB)(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BENECESSARY.C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF ORCLOSER (MIN. OF 3 / 1 PER JOB)(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BENECESSARY.D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.,AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILLE. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THEBACKFILL FOR EACH 12" LIFT, ADJACENT TO EACH STRUCTURE INSTALLED.F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS.G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS.ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR.CLEAN-UPTHE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN,GRADED CONDITION.DRAINAGE STRUCTURE SPECIFICATIONSSTORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENTOF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FY =40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THEENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.PRECAST INLETS/MANHOLESALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY ANDTRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH AT 28-DAYS OF 4000 PSI.CULVERT PIPESINSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONSDEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED.REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE INACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THESTANDARD SPECIFICATIONS.BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THEPIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISESPECIFIED IN THE PLANS OR BY THE ENGINEER.FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGNSTANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRICSHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRICSHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRICJACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER.CONCRETEUNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITHTHE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.RECORD DRAWINGSCONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANYCHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION ANDVERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS,LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE ANDFINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT.THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACADELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS,INCLUDING TIES TO STATE PLANE COORDINATES.INSPECTIONMINIMUM CONSTRUCTION INSPECTION CHECKPOINTSTHE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE:A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.B. PRIOR TO BACKFILLING ANY PIPE TRENCHES.C. UPON COMPLETION OF SUBGRADE AND COMPACTION.D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK.E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL.F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING.G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.H. UPON COMPLETION OF CONSTRUCTION.ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING:-PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION.-SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION.-BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE.WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS.TRAFFIC/PAVEMENT MARKING NOTES:1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPEDPARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OFTRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2015, SECTION NO. 710.2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246.3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED.4. STOP BARS SHALL BE 24" WIDE.5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATEROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITHTHE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711.7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFICSEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 17346.SIGNS:1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX NO. 11860. WIND LOAD SHALL BE 150 M.P.H.(INDIAN RIVER COUNTY).3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 17302.ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R.O.W.:1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION).STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO.2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS INACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANSAND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT REPRESENTATIVE.3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITHSTANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THEPRE-CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESSEVENTUALITIES SUCH AS HURRICANES.5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFOREANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE.6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFYENGINEER IN ADVANCE BEFORE ANY RELOCATION.7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCALMAINTENANCE OFFICE TO SCHEDULE A PRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236.8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL.10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITHSTANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARDINDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENEDBY 4:00 PM.12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE.6" MAX. RISE12:1 MAX. SLOPEA2% MAX. SLOPE2% MAX. SLOPELANDSCAPE AREALANDSCAPE AREA5' MIN.1' RADIUSACCESSIBLE RAMPSN.T.SNOTES:1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESEPLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDABUILDING CODE.2.ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDINGENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5%RUNNING SLOPE AND 2% CROSS SLOPE.3.CHANGE IN ELEVATION WITHIN THE ACCESSIBLE ROUTE IS NOT TOEXCEED 12" WITHOUT A CURB RAMP.4.UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEARROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY200 FEET.5.ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITHTHE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACHEND WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN.6.THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BEA MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLEOVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS.7.ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOTSEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BEDEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING.8.SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6"INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTALRISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C11-4.8.9.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLICRIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES,SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304.10.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDINGTHE FULL WIDTH AND DEPTH OF THE RAMP11.DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMESPER LOCAL BUILDING CODE REQUIREMENTS AND FDOTREGULATIONS.36"36"44"48"44"60"AMINIMUM DIMENSIONBNO DOORWAYAT INSWING/SLIDING DOORAT OUTSWING DOORRAMP LOCATION6" MAX. RISE12:1 MAX. SLOPE6" MAX. RISE12:1 MAX. SLOPE2% MAX. SLOPE2% MAX. SLOPE60"60"6' MAX.6' MAX.AB6' MAX.2% MAX. SLOPE12:1 MAX.SLOPE12:1 MAX.SLOPE6"
MAX
.
R
ISE12:1
MAX
.
SLOPE36"BUILDING WALLOR 6"x6" CURBDETECTABLE WARNING(SEE NOTE 10)DETECTABLEWARNING(SEE NOTE 10)DETECTABLE WARNING(SEE NOTES 10 & 11)PLAN5' (TYP.)P.C.P.T.EXISTINGSIDEWALKPROPOSEDSIDEWALKNOTE:1. ALL SIDEWALK STREET CROSSINGS MUST MEET THEREQUIREMENTS OF THE AMERICAN DISABILITIES ACT(ADA) COMPLIANCE GUIDE. TRANSITIONS FROM RAMPSTO WALKS, GUTTERS, OR STREETS SHALL BE FLUSHAND FREE OF ABRUPT CHANGES.2. SIDEWALK CONCRETE CONTAIN FIBERGLASSREINFORCEMENT.DRIVEWAYS AND OTHER TRAFFIC AREASPEDESTRIAN ONLY AREASLOCATIONTABLE OF SIDEWALK THICKNESSTYPE 'A''B'TYPE 'B'TABLE OF SIDEWALK JOINTSTYPE'A'LOCATIONTYPE 'C'SLOPE 1% MIN. (2% MAX.) TO ROADWIDTH VARIES (SEE PLAN)'T'100' MAX. SPACING, P.C./P.T.OF CURVES, JUNCTION OFEXISTING AND NEW SIDEWALKS.5'-0" CENTER TO CENTERWHERE SIDEWALK ABUTSCONCRETE CURBS, DRIVEWAYSAND SIMILAR STRUCTURES.14"18"12"112"'C'SIDEWALK JOINTSSTANDARD CROSS SECTIONCONCRETE SIDEWALK DETAILS N.T.S6"5"'T'1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OFTHESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDABUILDING CODE.2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDINGENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNINGSLOPE AND 2% CROSS SLOPE.3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEARROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY200 FEET.4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITHTHE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACHEND WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN.5. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BEA MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLEOVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS.6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6"INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTALRISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C 11-4.8.7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLICRIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES,SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304.8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDINGTHE FULL WIDTH AND DEPTH OF THE RAMPNOTES:TYPE 'A' JOINTTYPE 'B' JOINTTYPE 'B' JOINTTYPE 'A' JOINT12" PRE-MOLDEDEXPANSIONJOINT MATERIALR. 1/4"R. 1/4"R. 1/4"*COMPACTED SUB-GRADECOMPACTED TO NOT LESSTHAN 98% AASHTO T-180BROOM FINISH CONCRETE SURFACE*8" STABILIZED SUB-GRADEAT DRIVEWAYSTRUNCATED DOMES DETAILN.T.S2'2.35'.9'2'2.35'BASE-TO-BASE SPACING SHALL BE 0.65"MINIMUM DETWEEN DOMES..9'.2'TOP WIDTH OF THE DOME SHALL BE AMINIMUM OF 50% AND A MAXIMUM OF65% OF THE BASE DIAMETER.DOME HEIGHT TOLERANCE = ±.02"MAXIMUM DOME WIDTH = 1.4"PLAN VIEWTRUNCATED DOMETRUNCATED DOMEDOME PATTERNSHOULD BE ALIGNEDWITH THE DIRECTIONOF TRAVELEDGE OFDETECTABLEWARNINGHEAVY DUTY CONCRETE6"8"SEE THICKENED CONCRETE PAVEMENT EDGEDETAIL FOR ADDITIONAL INFORMATIONREGARDING EXPANSION JOINTS ANDREINFORCEMENTBRUSH FINISHTYPE 1 PORTLAND CEMENT CONCRETECOMPRESSIVE STRENGTH AT 28 DAYSOF AT LEAST 4,000 PSISTABILIZED SUB-GRADE COMPACTEDTO 98% MODIFIED PROCTOR MAX. DRY DENSITYPER AASHTO T-180, MINIMUM LBR 40*DEPTH OF MATERIAL PER SCHEDULE BELOWSEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS.TYPE 1 PORTLAND CEMENT CONCRETECOMPRESSIVE STRENGTH AT 28 DAYS OF ATLEAST 4,000 PSI, REINFORCED WITH6"x6"-W4xW4 WELDED WIRE SHEETS LOCATEDIN THE TOP 1/2 TO 1/3 OF THE SLABTHICKNESSSTABILIZED SUB-GRADE COMPACTED TO 98%MODIFIED PROCTOR MAX. DRY DENSITY PERAASHTO T-180, MINIMUM LBR 40MIXED TO A HOMOGENEOUS MATERIALCONSTRUCTION JOINTCONTRACTION JOINTPCC JOINT DETAIL BLOW-UP (TYP.)NOTES:1.ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THEAPPLICATION OF THE JOINT SEALANT.2.INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEENCLEANED AND DRIED IN ACCORDANCE WITH SEALANTMANUFACTURER'S REQUIREMENTS.3.INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH.4.JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCEWITH SEALANT MANUFACTURER'S REQUIREMENTS.(FIRST PLACEMENT)(SECOND PLACEMENT)6"6" MIN.SAWCUT FULL DEPTH OF SLAB A DISTANCEBACK FROM EXISTING EDGE TO ENSURE ASTRAIGHT EDGE ALONG ENTIRE LENGTH OFPAVEMENT. OBTAIN OWNER'S REPRESENTATIVEAPPROVAL PRIOR TO SAW CUTTING.EQEQCONSTRUCTION JOINT TO EXISTING PAVEMENTPAVEMENTTHICKNESS(SEE PLAN)EQEQ18"T/2 BUT NOTLESS THAN 14"18" FIRSTSAWCUT14" SECOND SAWCUT(IF REQUIRED)TCONCRETE JOINT DETAILS N.T.SNOTE: SEE PLAN FOR JOINT SPACING.1/4" WIDE BY 1" DEEPSAW CUT. FILL WITHPAVEMENT SEALANT.MAKE SAW CUTIMMEDIATELY PRIORTO INSTALLING PAVEMENTSEALANT.PCC JOINT (SEE DETAIL BLOW-UP)APPLY CURING COMPOUNDTO SLAB FACE AT ACOVERAGE RATE OF 300 SFMAX PER GALLON TO ACT ASA BOND BREAKER AT LEAST48 HOURS PRIOR TO PLACINGNEW SLAB.34" DIAMETER DOWEL FOR 6" THICKPAVEMENTS AND 12" DIAMETER DOWELFOR 4" OR 5" THICK PAVEMENTS.DOWELS TO BE 10" LONG CENTEREDWITH JOINT SPACED AT 18" ON CENTER.DOWEL TO BE INSTALLED IN FORM WITHAN APPROVED ALIGNMENT DEVICE.LIGHTLY OIL FULL LENGTH OF DOWEL.PCC JOINT (SEE DETAIL BLOW-UP)PAVEMENTTHICKNESS(SEE PLAN)TOP OFPAVEMENTWAIT AS LONG AS FEASIBLE TO SEALJOINTS TO ALLOW CONCRETE SHRINKAGETO OCCUR. IF REQUIRED, RE-SAW JOINTIMMEDIATELY PRIOR TO INSTALLINGSEALANT TO ACHIEVE A 14" JOINT WIDTH.ENSURE JOINT IS CLEAN, DRY AND SIDESPREPARED PER MANUFACTURER’SRECOMMENDATIONS.PAVEMENT SEALANTCLOSED CELL BACKERROD. TYPICALLY 18" TO14" LARGER THAN JOINTWIDTH.PCC JOINT (SEE DETAIL BLOW-UP)1/4" WIDE BY 1" DEEPSAW CUT. FILL WITHPAVEMENT SEALANT.MAKE SAW CUTIMMEDIATELY PRIORTO INSTALLING PAVEMENTSEALANT.DOWEL CLIPBY PNAPROPOSEDPAVEMENTEXISTINGPAVEMENT34" SQUARE DOWELFOR 6" THICK PAVEMENTS.12" SQUARE DOWEL FOR4" TO 5" THICK PAVEMENTS.SPACE DOWELS AT 18" O.C.DO NOT GREASE DOWEL.DRILL 114" DIA. HOLE FOR34" DOWEL AND 1" DIA. HOLEFOR 12" DOWEL AND INSTALLDOWEL WITH NON-SHRINK GROUT.ENSURE GROUT IS FLUSHWITH FACE OF EXISTINGSLABAPPLY CURING COMPOUNDTO SLAB FACE AT ACOVERAGE RATE OF 300 SFMAX PER GALLON TO ACT ASA BOND BREAKER AT LEAST48 HOURS PRIOR TO PLACINGNEW SLAB.PAVEMENT BUTT JOINTREMOVE EXIST.PAVEMENTEXIST PAVEMENTNEW PAVEMENTN.T.S.1" SP 9.5 (T.L. 'C')MATCH EXISTING PAVEMENTTHICKNESS. CONSTRUCT D.O.T.TYPE SP 9.5 ASPHALTICCONCRETE SURFACE; PRIMECOAT ALL SURFACES AND EDGESPRIOR TO SURFACING1-1/2"TYPE SP 12.5 (T.L. 'C')8" COQUINA SHELL COMPACTED TO98% MAX. DENSITY (AASHTO T-180)12" STABILIZED SUBGRADE (FBV 50)(98% COMPACTION AASHTO T-180)MIXED TO A HOMOGENEOUS MATERIALFILL COMPACTED TO98% MAX. DENSITYREMOVE EXISTING BACKFILL MATERIALAND GRADE UNIFORMLY TO RECEIVE 12"MIN.THICK COQUINA BASE COMPACTED TO 100%OF MAXIMUM DRY DENSITY AASHTO T-180SAWCUT TO A STRAIGHTAND TRUE EDGE6"MIN.UNIFORM CROSS SLOPE TO MATCHEXISTING AND UNIFORM GRADE PARALLELTO ROADWAY TO MATCHELEVATIONS AT LIMITS OF WORK12" ±(PAVED AREAS)TRENCH DETAIL(UNPAVED AREAS)N.T.S.MECHANICAL COMPACTIONNOT ALLOWED BELOW THISLEVELSUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAMEREQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BEBACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THEMAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTSSHALL BE 2 INCHES.INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, ANDMAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'SEXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIALSHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, ANDOTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS,STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHESIN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4"LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO APOINT 12" ABOVE THE TOP OF PIPE.NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIALBACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORTFOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANICMATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE.MAX. WATER LEVELALLOWABLE DURINGCONSTRUCTIONUNDISTURBEDSOIL6" MAX. LAYERS OROTHER APPROVEDMETHOD TO ACHIEVE98% COMPACTION12"MIN.TRENCH WIDTH 'W' + 4' MIN.SURFACE RESTORATION1.0'2.0'
36" CLEAR
COVER (MIN.)
12"4" LAYERS AT 98%BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING- HAND SHAPED TO PROVIDE FIRM BEDDING OF THEUNDISTURBED EXISTING SOIL FOR THE PIPE. IN THEJUDGEMENT OF THE ENGINEER, IF THE SOILSENCOUNTERED ARE UNSUITABLE TO ACT AS AFOUNDATION FOR THE PIPE, THEN THE CONTRACTORSHALL EXCAVATE AND BACKFILL WITH CLASS 'B'BEDDING MATERIAL, WHICH SHALL CONSIST OFEITHER:-TYPE 1 BACKFILL: WELL GRADED CRUSHEDSTONE OR CRUSHED GRAVEL (ASTM C33-71A,GRADATION 67) - 34" TO NO. 4 SIEVE.-TYPE 3 BACKFILL: SELECT GRANULAR SANDMATERIAL, FREE OF ORGANICS WITH LESS THAN3% FINES PASSING THE NO. 200 SIEVE.6"12"PIPEO.D.12"TRENCH WIDTH'W'12"NOTES:1.WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,PROVIDE APPROVED METHOD OF CONSTRUCTION.2.SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.3.NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTINGAND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.)4.COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.5.ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCALPUBLIC WORKS / F.D.O.T. STANDARDS.6.TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0".112" SP-9.5 (MIN.) BUT SHALLMATCH EXISTING PAVEMENTTHICKNESS, UP TO 312" (MAX).REPLACEMENT LIMEROCK BASEIN 3 LIFTS AT 98% COMPACTIONMECHANICAL COMPACTIONNOT ALLOWED BELOW THISLEVELSUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAMEREQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BEBACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THEMAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTSSHALL BE 2 INCHES.INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, ANDMAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'SEXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIALSHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, ANDOTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS,STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHESIN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4"LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO APOINT 12" ABOVE THE TOP OF PIPE.NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIALBACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORTFOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANICMATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE.MAX. WATER LEVELALLOWABLE DURINGCONSTRUCTIONUNDISTURBEDSOIL12"PIPEO.D.12"TRENCH WIDTH'W'6" MAX. LAYERS OROTHER APPROVEDMETHOD TO ACHIEVE98% COMPACTION4" LAYERS AT 98%6"
12"
12"
2 x T
36" CLEAR
COVER (MIN.)
T
TRENCH WIDTH 'W' + 4' MIN.SURFACE RESTORATION6"MIN.MECHANICALLY SAWEXISTING PAVEMENTEXISTINGBASEBOTTOM OF TRENCH TO BE CLASS 'C' BEDDING- HAND SHAPED TO PROVIDE FIRM BEDDING OF THEUNDISTURBED EXISTING SOIL FOR THE PIPE. IN THEJUDGEMENT OF THE ENGINEER, IF THE SOILSENCOUNTERED ARE UNSUITABLE TO ACT AS AFOUNDATION FOR THE PIPE, THEN THE CONTRACTORSHALL EXCAVATE AND BACKFILL WITH CLASS 'B'BEDDING MATERIAL, WHICH SHALL CONSIST OFEITHER:-TYPE 1 BACKFILL: WELL GRADED CRUSHEDSTONE OR CRUSHED GRAVEL (ASTM C33-71A,GRADATION 67) - 34" TO NO. 4 SIEVE.-TYPE 3 BACKFILL: SELECT GRANULAR SANDMATERIAL, FREE OF ORGANICS WITH LESS THAN3% FINES PASSING THE NO. 200 SIEVE.NOTES:1.WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,PROVIDE APPROVED METHOD OF CONSTRUCTION.2.SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.3.NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTINGAND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.)4.COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.5.ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCALPUBLIC WORKS / F.D.O.T. STANDARDS.6.TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0".TYPICAL POROUS PAVEMENT DETAILN.T.S.OPTIONAL GEOTEXTILE ON BOTTOMAND SIDES OF OPEN-GRADED BASE8" x 12" CONCRETE CURB12"TREMRON 318" TURFBLOCK PAVERSBEDDING COURSE - 6" LAYEROF #89 PEA GRAVELOPEN GRADED BASE - 7"LAYER OF #57 STONESUB-BASE - 3" (MIN.)LAYER OF #4 ROCKUNDISTURBED SUBGRADE#8 AGGREGATE IN OPENINGS (TYP)HEADER CURB DETAIL8"12"JOINT SEALPAVEMENT12" EXPANSION JOINT &PREFORMED JOINTFILLER1 #5 REBAR REINFORCED ATLOCATIONS NOTED ON C-500OPTIONAL PAVEMENT - ASPHALT OR CONCRETEN.T.SASPHALTASPHALTIC CONC. (*)(MIN. 1000 P.S.I. MARSHALL)COQUINA SHELL (*) COMPACTEDTO 98% MAX. DENSITY (AASHTO T-180)COMPACTED SUBGRADE (*)(98% COMPACTION AASHTO T-180)MIXED TO A HOMOGENEOUS MATERIAL2"10"ASPHALTIC CONC. (*)(MIN. 1,000 PSI MARSHALL)COQUINA SHELL. (*) COMPACTEDTO 98% MAX. DENSITY (AASHTO T-180)COMPACTED SUB-GRADE (*)(98% COMPACTION AASHTO T-180)MIXED TO A HOMOGENEOUS MATERIALFILL COMPACTED TO98% MAX. DENSITY* DEPTH OF MATERIAL PER SCHEDULE BELOWSEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS.6"
J.W.S.
WJF
J.W.S.
AS NOTED
DRAWING
DATE
DESIGNED
DRAWN
CHECKED
SCALE
REVISIONMARK DATE
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
SCHULKE, BITTLE & STODDARD, L.L.C.
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comENGINEER CERTIFICATIONDATE:FL. REG. NO. 47048SHEETFL. REG. NO. 57605WILLIAM P. STODDARDJODAH B. BITTLEFL. REG. NO. 57396JOSEPH W. SCHULKEPROJECT NO.2/1/2019
4'-5" C.I.P.4'-1" PRECAST
3'-4" C.I.P.3'-0" PRECAST8"
6"
3'-1"
3'-1"
8"
6"8"6"2'-0"2'-0"214"WALL DEPTH VARIES(15' MAX.)8"6"3" CL.2" CL.
2"5 34" C.I.P.3 34" PRECAST2'-0"3'-4" C.I.P.3'-0" PRECAST214"8"6"C.I.P.PRECASTC.I.P.PRECASTCENTER OF BOXLOCATION REFERENCE5 34" C.I.P.3 34" PRECASTC.I.P.PRECASTEYEBOLT(SEE FDOTSTANDARD DESIGNINDEX #201)#4 BARS @12" O.C.#4 BARS @12" O.C.PLANSECTIONHORIZONTAL WALL REINFORCINGSCHEDULES (TABLE 1)WALL DEPTHSCHEDULEAREA(in.²/ft.)MAX. SPACINGBARSWWF0'-15'A120.2012"8"TYPE CRECOMMENDED MAXIMUM PIPE SIZE:2'-0" WALL - 18" PIPE3'-1" WALL - 24" PIPE (18" WHERE AN 18" PIPE ENTERS A 2'-0" WALL)2'-4"2"11"2"11"2"2 12"3'-0"
3'-0"2 18"
1 3 4"3 4"2'-4"2"1 12"2"1 12"2 12"TYPE C CAST IRON GRATEAPPROX. WEIGHT 235 Lbs.2'-4"3'-18"
14 SPACES
15 BARS
TYPE C STEEL GRATESTRAIGHT BARS 2" x 14"RETICULINE BARS 1 14" x 316"BANDS 2" x 14"APPROX. WEIGHT 104 Lbs.NOTE : STEEL GRATES ARE REQUIRED ON INLETS WITHTRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLETRAFFIC IS ANTICIPATEDBANDBANDGENERAL NOTES1.THESE INLETS ARE SUITABLE FOR BICYCLE TRAFFIC AND ARE TO BE USED INDITCHES, MEDIANS AND OTHER AREAS SUBJECT TO INFREQUENT TRAFFIC LOADINGSBUT ARE NOT TO BE PLACED IN AREAS SUBJECT TO ANY HEAVY WHEEL LOADS.THESE INLETS MAY BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIANTRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHEREPEDESTRIANS CAN WALK AROUND THE INLET.2.INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED WITHOUT SLOTS.WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE CONSTRUCTION WITH SLOTS.SLOTTED INLETS LOCATED WITHIN ROADWAY CLEAR ZONES AND AREAS SUBJECT TOPEDESTRIANS SHALL HAVE TRAVERSABLE SLOTS. THE TRAVERSABLE SLOTMODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE CONSTRUCTEDAT EITHER OR BOTH ENDS AS SHOWN ON PLANS. TRAVERSABLE SLOTS SHALL NOTHE USED IN AREAS SUBJECT TO OCCASIONAL BICYCLE TRAFFIC.3.STEEL GRATES ARE TO BE USED ON ALL INLETS WHERE BICYCLE TRAFFIC ISANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL INLETS WITH TRAVERSABLESLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUTSLOTS WHERE BICYCLE TRAFFIC IS NOT ANTICIPATED. EITHER CAST IRON OR STEELGRATES MAY BE USED ON ALL INLETS WITH NON-TRAVERSABLE SLOTS. SUBJECT TOTHE SELECTION DESCRIED ABOVE, WHEN ALTERNATIVE G GRATE IS SPECIFIED INTHE PLANS, EITHER THE STEEL GRATE, HOT DIP GALVANIZED AFTER FABRICATION,OR THE CAST IRON GRATE MAY BE USED, UNLESS THE PLANS STIPULATE THEPARTICULAR TYPE.4.RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE PIPE. SIZE FOROTHER TYPES OF PIPE MUST BE CHECKED FOR FIT.5.ALL EXPOSED EDGES AND CORNERS SHALL BE ¾” CHAMFER OR TOOLED TO¼” RADIUS.6.CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS AND INLETSWITH NON-TRAVERSABLE SLOTS ONLY WHEN CALLED FOR IN THE PLANS; BUTREQUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE INCLUDED IN CONTRACTUNIT PRICE FOR INLETS. QUANTITIES SHOWN ARE FOR INFORMATION ONLY.7.TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID FOR ASINLETS PARTIAL. FOR CONVERSION WORK AND METHOD OF PAYMENT SEE'TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS'.8.SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS AND PAID FORUNDER CONTRACT UNIT PRICE FOR PERFORMANCE TURF, SY.9.FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # 201.10.ALL REINFOCING IS GRADE 60 BARS WITH 2” MIN. COVER UNLESS OTHERWISENOTED. BARS TO BE CUT OR BENT FOR 1-1/2” CLEARANCE AROUND PIPEOPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPEOPENING.FDOT TYPE 'C' INLETSCALE: N.T.S.EYE BOLT AND CHAIN FORLOCKING GRATES TO STRUCTURE CURBN.T.S.5"3' LONG (MIN.)1-1/2" CHAIN& 516" COLD SHUTSCOLD SHUTGRATE(S)JAM NUT, NUTAND WASHERSON STRAIGHTBOLTCOLD SHUT12" X 1" DIA. J-TYPE ORTHREADED STRAIGHTEYE BOLT1/2 TO 2/3 THICKNESSCOST OF EYE BOLT AND CHAIN TO BE INCLUDED IN THECONTRACT UNIT PRICE OF THE STRUCTURE.ONE EYE BOLT AND CHAIN FOR EACH GRATERACK SHALL BEAAA RIBBON RACK Co.DIVISION OF:BRANDIR INTERNATIONAL, INC.521 FIFTH AVENUE, 17TH FLOORNEW YORK, NY 10175 USA212-505-6500FAX 212-505-6813LEVELGROUNDSURFACEFLANGEMOUNTINGROUNDANCHOR MOUNT3"1014"238"3514"TECHNICAL SPECIFICATIONSALL STANDARD UNITS MADE FROM:ASTM A53 SCHEDULE 40 STEEL PIPE(2.375"ODx.154 WALL),HYDRAULICALLY BENTWITH A MANDRIL, HOT DIPPED GALVANIZEDAFTER FABRICATION.INSTALLATION METHODS:INGROUND ANCHOR MOUNT (STANDARD)FREESTANDING MOUNT (OPTIONAL AND EXTRA)SURFACE FLANGE MOUNT (OPTIONAL AND EXTRA)327 8"958"MODELNUMBER# OFBICYCLESRACKLENGTHRB 05538.375"BICYCLE RACKN.T.SCULVERT TYPE PER PLANMITERED END SECTION14SIDE DITCH GRADEN.T.S.BIT. COATED CMP SHALL BE USED AT ALLM.E.S. SECTIONS FOR ADS CULVERTSCONC. JACKET OR OTHER APPROVEDTRANSITION (FORMED METAL BAND)SHALL BE USED TO COUPLE THE PIPES.SEE FDOT INDEX NO. 272, 273 ASAPPLICABLE FOR CONSTRUCTION DETAILSOF MITERED END. DETAILS, DIMENS., ETC.DEPEND ON TYPE AND DIA. OF PIPE.SIDE DRAINS: FDOT INDEX 273CROSS DRAINS: FDOT INDEX 272LIMITSOFSODLIMITSOFSODLIMITSOFSODLIMITSOFSODSOD ADJACENT TOALL MITERED ENDSVARIES (8' MIN.)EDGE OF DRIVEWAYOR ROADWAY5'5'5'VARIES (8' MIN.)CONSTRUCT 3' CONCRETEEXTENSION PER FDOTDESIGN INDEX #273,FOR SIDE DRAINS#4 BAR6"6"6"
2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comSHEET
PROJECT NO.2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTEDsigned
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2019-0177
DUANE MILLAR
ISSUED FOR REVIEW -
NOT FOR PRICING OR CONSTRUCITON
-
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
SITE & PARKING_Planar Illuminance Fc 0.61 2.1 0.1 6.10 21.00
Luminaire Schedule
Symbol Qty Label Description LLD LDD BF LLF Lum. Watts Total Watts
1 SA LUMEC DMS50-55W32LED4K-T-LE4F-HS MOUNT ON 18' AMERON VEF5.5 POLE 0.900 0.900 1.000 0.810 55 55
1 SB LUMEC DMS50-55W32LED4K-T-LE4F-HS MOUNT ON 18' AMERON VEF5.5 POLE 0.900 0.900 1.000 0.810 55 110 2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comSHEET
PROJECT NO.2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTEDsigned
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2019-0177
DUANE MILLAR
ISSUED FOR REVIEW -
NOT FOR PRICING OR CONSTRUCITON
-
2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.comSHEET
PROJECT NO.2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTED2/1/2019J.W.S.WJFJ.W.S.AS NOTEDsigned
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2019-0177
DUANE MILLAR
ISSUED FOR REVIEW -
NOT FOR PRICING OR CONSTRUCITON
-
ATLANTIC
OCEAN
GULF OF
MEXICO
INDIAN RIVER
COUNTY
BREVARD
COUNTY
ST. LUCIE
COUNTY
OSCEOLA
COUNTY
OKEECHOBEE
COUNTY ATLANTIC
OCEAN
SEBASTIAN
VERO
BEACH
INDIAN
RIVER
COUNTY I-95US-1DRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 1-Cover 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041City of SebastianWorking Waterfront Park Shoreline ImprovementsCOVER SHEETThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-1
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #4669CITY OF SEBASTIAN WORKING WATERFRONT PARK
SHORELINE IMPROVEMENTS
FEBRUARY 18, 2019
SEBASTIAN, FLORIDA
PRELIMINARY CONSTRUCTION DRAWINGS
PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
PROJECT
LOCATION
0
Scale in Feet
50
N
NOT TO SCALE
NOT TO SCALE
SHEET LIST
M-1 COVER SHEET
M-2 GENERAL NOTES
M-3 EXISTING CONDITIONS
M-4 EXISTING REVETMENT DEMOLITION PLAN
M-5 OVERALL SITE PLAN
M-6 REVETMENT SECTIONS
M-7 TYPICAL SECTIONS AND DETAILS
PROPOSED
SHORELINE
IMPROVEMENTS
DRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 2-GenNotes 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041Working Waterfront Park Shoreline ImprovementsGENERAL NOTESThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-2
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #4669INDICATES DETAIL
SHEET NUMBER WHERE
DETAIL IS DRAWN
SHEET NUMBER WHERE
DETAIL IS TAKEN
ABBREVIATIONS
NOTE
ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24X36).
SURVEY NOTES
1. SURVEY INFORMATION IS BASED ON A TOPOGRAPHIC SURVEY BY MCMILLEN SURVEYING, INC., AND AS-BUILT
SURVEY BY WILLIAM MOTT LAND SURVEYING, INC. DATED 06/02/2016 AND 04/18/18 RESPECTIVELY.
2. BATHYMETRIC AND TOPOGRAPHIC CONTOURS REPRESENT GENERAL CONDITIONS EXISTING ON THE DATE OF
SURVEY AS SHOWN HEREON.
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS, OR
OTHER CONDITIONS WHICH PROHIBIT EXECUTION OF THE WORK AS DIRECTED IN THESE DRAWINGS, THE
CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY.
4. CONTRACTOR SHALL CONFIRM THE LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK.
THESE PLANS DO NOT WARRANT THAT UTILITIES ARE SHOWN ACCURATELY OR THAT ALL UTILITIES ARE
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL
UTILITIES PRIOR TO CONSTRUCTION OPERATIONS. ANY UTILITIES DAMAGED OR DISTURBED DURING
CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL SURVEYOR FOR SETTING OUT AND VERIFYING
LOCATIONS AND ELEVATIONS OF THE WORK.
6. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY SEALED BY A LICENSED PROFESSIONAL ENGINEER
OR SURVEYOR UPON COMPLETION OF THE PROJECT AND PRIOR TO SUBMITTING FINAL APPLICATION FOR
PAYMENT. AS-BUILT SURVEY SHALL MEET REQUIREMENTS OF THE PROJECT PERMITS.
GENERAL NOTES
1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND BOTH THE PROJECT NOTES AND
FDOT STANDARD SPECIFICATIONS. FDOT STANDARD SPECIFICATIONS ARE REFERENCED FOR MATERIAL
SPECIFICATIONS AND CONSTRUCTION METHODS UNDER DIVISION II “CONSTRUCTION DETAILS”. DIVISION I
“GENERAL REQUIREMENTS AND COVENANTS” OF THE FDOT STANDARD SPECIFICATION DOES NOT APPLY. FDOT
STANDARD SPECIFICATIONS REFER TO THE FLORIDA DEPARTMENT OF TRANSPORTATION “STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION”, JULY 2018 EDITION AND ALL SUPPLEMENTAL
SPECIFICATIONS.THE CONTRACT WITH OWNER SHALL GOVERN OVER FDOT SPECIFICATIONS. MEANS OF
MEASUREMENT AND PAYMENT SHALL BE AS STIPULATED BY THE OWNER AND THE CONTRACT.
2.CONTRACTOR SHALL STRICTLY COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. MEANS, METHODS, AND
TECHNIQUES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
3.CONTRACTOR SHALL ABIDE BY ALL APPLICABLE ENVIRONMENTAL PROTECTION LAWS, STANDARDS, AND
REGULATIONS. THIS INCLUDES ADHERING TO ALL PERMIT CONDITIONS AND REPORTING REQUIREMENTS.
4.THE CONTRACTOR SHALL INCORPORATE BEST MANAGEMENT PRACTICES TO PREVENT CONSTRUCTION
DEBRIS, DUST, AND OTHER MATERIALS FROM LEAVING THE IMMEDIATE WORK AREA AND ENTERING LOCAL
WATERS. THIS INCLUDES TURBIDITY CONTROLS AND MONITORING FOR IN-WATER WORK AND OTHER
LAND-DISTURBING ACTIVITIES. TURBIDITY CONTROLS AND MONITORING SHALL BE IN ACCORDANCE WITH
PROJECT PERMITS.
5. ADDITIONAL WORK PERFORMED BY OTHER CONTRACTORS MAY BE OCCURRING AT THE PROJECT SITE AT THE
SAME TIME AS THE WORK DEFINED IN THESE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION
OF THESE OTHER PROJECT CONTRACTORS AND ELEMENTS INTO THEIR WORK.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SITE LAY DOWN AND STORAGE AREAS WITH
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. NO STORAGE OF CONSTRUCTION EQUIPMENT OR
DEBRIS SHALL OCCUR IN ANY LOCATION ON SITE OTHER THAN THE AREA APPROVED BY THE OWNER'S
REPRESENTATIVE. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL, SUPPLIES, AND DEBRIS AT THE
COMPLETION OF THE PROJECT AND PRIOR TO SUBMITTING THE FINAL APPLICATION FOR PAYMENT.
7.T HE CONTRACTOR SHALL REMOVE ANY DEBRIS FROM THE SITE ON A DAILY BASIS. DISPOSAL OF THE MATERIAL
IS THE RESPONSIBILITY OF THE CONTRACTOR.
8.THE CONTRACTOR SHALL REMOVE ALL BARGES, WORK BOATS, STAGING EQUIPMENT AND MATERIAL, AND ANY
OTHER TEMPORARY PLATFORMS OR CONSTRUCTION AT THE COMPLETION OF THE PROJECT AND PRIOR TO
SUBMITTING THE FINAL APPLICATION FOR PAYMENT. ALL DEBRIS SHALL BE DISPOSED OF IN A PERMITTED
SANITARY LANDFILL
9.THESE DRAWINGS ARE INTENDED TO BE USED WITH SITE-CIVIL AND STRUCTURAL DRAWINGS AND
SPECIFICATIONS BY OTHERS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THESE OTHER PROJECT
ELEMENTS INTO THEIR WORK.
10.SITE VERIFICATION: PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL CHECK THE DRAWINGS
AGAINST THE SITE AND NOTIFY THE OWNER AND ENGINEER IN WRITING OF ANY DISCREPANCIES IN
DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH
AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE CONTRACTOR AND APPROVED BY THE
ENGINEER.
11.ALL SUBAQUEOUS DEBRIS AND EXISTING FOUNDATIONS UNCOVERED DURING CONSTRUCTION SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL ELEMENTS OF THE PROJECT IN CONFORMANCE
WITH THESE PLANS AND SPECIFICATIONS. IF ANY MODIFICATIONS ARE REQUIRED IN ANY ELEMENT, THE
CONTRACTOR SHALL SUBMIT PROPOSED CHANGES TO THE ENGINEER FOR APPROVAL.
13.ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS, OR PUBLIC OR PRIVATE WATERWAY STRUCTURES
CAUSED BY THE CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT SHALL BE REPAIRED BY THE
CONTRACTOR TO THE SATISFACTION OF THE OWNER.
14.THE ENGINEER SHALL FIELD-APPROVE CONTRACTOR'S LAYOUT STAKING PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
15.CONTRACTOR SHALL PROVIDE THE FOLLOWING AS PART OF THE BID SUBMITTAL:
·A PRELIMINARY WORK PLAN TO INCLUDE GENERAL METHODOLOGIES PROPOSED TO ACHIEVE THE WORK
DEPICTED IN THESE DRAWINGS AND IN CONFORMANCE WITH THE TECHNICAL SPECIFICATIONS AND ALL
PERMIT REQUIREMENTS. THIS PRELIMINARY WORK PLAN SHALL INCLUDE:
·A GENERAL CONSTRUCTION SCHEDULE.
·ITEMIZATION AND DISPOSITION OF MATERIALS
·CLEAN UP PLAN
·EQUIPMENT INVENTORY
16. A DETAILED SCHEDULE OF CONSTRUCTION OPERATIONS SHALL BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE IMMEDIATELY UPON RECEIVING THE NOTICE TO PROCEED.
17.ALL EARTHWORK OPERATIONS AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
INVESTIGATION REPORT BY KELLER, SCHLEICHER & MACWILLIAM ENGINEERING AND TESTING, INC.
18. NOTES SHOWN ON THE DRAWINGS ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE WRITTEN
TECHNICAL SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE DRAWING NOTES.
19.CONTRACTOR(S) SHALL HAVE A MINIMUM OF 5 YEARS OF SUCCESSFUL EXPERIENCE WITH MARINE
STRUCTURES OF A SIMILAR SIZE AND CONSTRUCTION.
20.CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND NOTIFY ENGINEER OF ANY CONDITIONS WHICH DO
NOT COMPLY WITH PLANS, DETAILS, AND SPECIFICATIONS. VERIFICATION AND NOTIFICATION SHALL BE
ACCOMPLISHED PRIOR TO FABRICATING OR ORDERING MATERIALS.
21.ALL WORK SHALL BE OF GOOD WORKMANSHIP QUALITY.
ACI = AMERICAN CONCRETE INSTITUTE
AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION
APPROX = APPROXIMATE
ASTM = AMERICAN SOCIETY FOR TESTING MATERIALS
AWG = AMERICAN WIRE GAUGE
AWPA = AMERICAN WOOD PRESERVERS ASSOCIATION
AWS = AMERICAN WELDING SOCIETY
BC = BARE CONDUCTOR
BLDG = BUILDING
BOC = BOTTOM OF CONCRETE
BOTT = BOTTOM
BRKR = BREAKER
CJ = CONSTRUCTION JOINT
CB = CATCH BASIN
CCA = CHROMATED COPPER ARSENATE
CF = CUBIC FOOT
CHK = CHECKERED
CI = CAST IRON
CLR = CLEAR
CM = CORRUGATED METAL
CMP = CORRUGATED METAL PIPE
CONC = CONCRETE
COND = CONDUIT
CONST = CONSTRUCTION
CONT = CONTINUOUS
CORR = CORRUGATED
CRT = CIRCUIT
CTS = CENTERS
CU = CUBIC
CY = CUBIC YARD
DBL = DOUBLE
DET = DETAIL
DFT = DRY FILM THICKNESS
DI = DUCTILE IRON
DIP = DUCTILE IRON PIPE
DISCONT = DISCONTINUOUS
DWG = DRAWING
E = EAST
EA = EACH
EC = ELECTRICAL CONTRACTOR
EL = ELEVATION
ELEC = ELECTRICAL
ELEV = ELEVATION
EQ = EQUAL
ERCP = ELLIPTICAL REINFORCED CONCRETE PIPE
EW = EACH WAY
EXIST. = EXISTING
EXP = EXPANSION
FDOT= FLORIDA DEPARTMENT OF TRANSPORTATION
FFE = FINISHED FLOOR ELEVATION
FT = FEET
GALV = GALVANIZED
GPD = GALLONS PER DAY
GPM = GALLONS PER MINUTE
GRND = GROUND
GW = GROSS WEIGHT
H = HORIZ = HORIZONTAL
HDPE = HIGH DENSITY POLYETHYLENE
HKS = HOOKS
HP = HORSEPOWER
HS = HEADED STUD
IN. = INCHES
INFO = INFORMATION
INV = INVERT ELEVATION
JB = JUNCTION BOX
JT = JOINT
L = ANGLE
LBS = POUNDS
LF = LINEAR FEET
LG = LONG
LT = LEFT
MAX = MAXIMUM
MH = MANHOLE
MHHW = MEAN HIGHER HIGH WATER
MHW = MEAN HIGH WATER
MIN = MINIMUM
MISC = MISCELLANEOUS
MLLW = MEAN LOWER LOW WATER
MLW = MEAN LOW WATER
MPH = MILES PER HOUR
MSL = LOCAL MEAN SEA LEVEL
MTD = MOUNTED
N = NORTH
NTS = NOT TO SCALE
NEC = NATIONAL ELECTRICAL CODE
NEMA = NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NO = NUMBER
OC = ON CENTER
OUTBD = OUTBOARD
PCF = POUNDS PER CUBIC FOOT
P/S = PRESTRESSED
PERF = PERFORATED
PLATF = PLATFORM
PP = POWER POLE
PSI = POUNDS PER SQUARE INCH
PVC = POLYVINYL CHLORIDE
PW = POTABLE WATER
QTY = QUANTITY
R = RADIUS
RCP = REINFORCED CONCRETE PIPE
REINF = REINFORCEMENT
REQ'D = REQUIRED
RT = RIGHT
S = SOUTH
SCH = SCHEDULE
SECT = SECTION
SHT = SHEET
SP = SPA = SPACES
SQ = SQUARE
STA = STATION
STD = STANDARD
T = TON
TOC = TOP OF CONCRETE
TOD = TOP OF DECK
TOS = TOP OF STEEL
TBR = TO BE REMOVED
TELE = TELEPHONE
THRU = THROUGH
TRNSFMR = TRANSFORMER
TYP = TYPICAL
UHMW PE = ULTRA HIGH MOLECULAR WEIGHT POLYETHELYNE
UG = U/G = UNDERGROUND
UON = UNLESS OTHERWISE NOTED
V = VOLT OR VERTICAL
VERT = VERTICAL
W = WEST
W/ = WITH
WWF = WELDED WIRE FABRIC
X = TIMES OR BY
" = SECONDS OR INCH
' = MINUTES OR FEET
* = ASTERISK
= SQUARE
# = NUMBER OR POUNDS
& = AND
@ = AT
C = CENTERLINE
Ø = DIAMETER OR PHASE
° = DEGREES
l = PLATE
L
TYPICAL TURBIDITY BARRIER INSTALLATION DETAILS AND NOTES
TURBIDITY BARRIER NOTES:
5/16" Galvanized ChainStress Plate
FLOATING TURBIDITY BARRIERSD2Slotted PVC Connector Pipe
(Metal Collar Reinforced)
Galvanized Connectors (Tool Free Disconnect)
18 Oz. Nylon Reinforced
PVC Fabric (300 psi Test)
5/16" Vinyl Sheathed EAW Steel Cable
(9800 Lbs. Breaking Strength) With
Closed Cell Solid Plastic Foam
Per Ft. Buoyancy)
Flotation (8" Dia. Equiv.) (17 lbs.
TYPE II
D =5' Std. (Single Panel For Depths 5' or Less).
D =5' Std. (Additional Panel For Depths Greater Than 5').
Curtain To Reach Bottom Up To Depths of 10'. Two (2) Panels To Be
Used For Depths Greater Than 10' Unless Special Depths Specifically
Called For In The Plans or As Determined By The Engineer.
LEGEND
Pile Locations
Work Area
Anchor
Barrier Movement Due
To Current Action
Mooring Buoy w/Anchor
Current
Structure Alignment
100'
Typical
Existing
Causeway
Proposed Toe Of Slope
Typical
100'
Shore Line100'100'TypicalTypicalTurbidity
Barriers Strea
m
Or
Tidal
Creek
Shore
Line Limits Of
Const.
Shore
Line
Limits Of
Const.
TURBIDITY BARRIER APPLICATIONS
1. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TURBIDITY CONTROL
BARRIERS AROUND THE WORK AREA AS NECESSARY. THE PURPOSE OF THE
BARRIERS IS TO PREVENT ANY DEBRIS AND SUSPENDED SEDIMENT FROM
WORK AREA. THE CONTRACTOR HAS THE OPTION TO ENCLOSE THE ENTIRE
WATERSIDE OF THE DISTURBANCE LIMITS, OR TO INSTALL AND MOVE
THE BARRIER IN STAGES. THE CONTRACTOR SHALL MAINTAIN SUCH BARRIERS
AT ALL TIMES IN THE AREAS WHERE WORK IS IN PROGRESS.
2. TURBIDITY BARRIERS SHALL BE TYPE II IN ACCORDANCE WITH FDOT STANDARD
SPECIFICATIONS SECTION 104 AND STATE OF FLORIDA EROSION AND SEDIMENT
SHALL BE ANCHORED AT MAX. 100 FT INTERVALS. PROVIDE A BUOY AT EACH
ANCHOR LOCATION.
3. DURING CONSTRUCTION AND DEMOLITION, THE CONTRACTOR SHALL MONITOR
TURBIDITY LEVELS TO ENSURE THAT THE LOCAL WATER QUALITY STANDARDS ARE
MAINTAINED AND CONSTRUCTION METHODS ARE IN ACCORDANCE WITH THE
PERMITS.
4. NAVIGATION MAY REQUIRE SEGMENTING TURBIDITY BARRIER DURING CONSTRUCTION
OPERATIONS.
QUANTITIES
1.QUANTITIES SHOWN ON THESE PLANS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL
QUANTITIES PRIOR TO CONSTRUCTION.
ENTERING THE LOCAL WATERS OR PROPAGATING OUTSIDE THE IMMEDIATE
CONTROL DESIGNER AND REVIEWER MANUAL (LATEST ED.). TURBIDITY BARRIERS
PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
REFER TO EXISTING CONDITIONS SHEET FOR SURVEY AND DATUM NOTES.
INDIAN RIVER
INDIAN RIVER DRIVE 1 STY C.B.SRESTROOMBUILDINGFLOOR EL. = 5.84'5' COVERED SIDEWALK5' CONCRETE SIDEWALKDRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 3-Existing 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041Working Waterfront Park Shoreline ImprovementsEXISTING CONDITIONSThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-3
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #4669APPROX LOCATION OF NEW
RESTROOM BUILDING AND
SIDEWALK FROM AS-BUILT BY
WILLIAM MOTT LAND SURVEYING
APPROX MEAN HIGH
WATER LINE (-0.74 NAVD88)
NOTES:
1.EXISTING CONDITIONS SHOWN FROM A COMBINATION OF DATA INCLUDING
TOPOGRAPHIC SURVEY DRAWING BY MCMILLEN SURVEYING DATED JUNE 2016
(UNDERLAY), RESTROOM AS-BUILT DRAWING BY WILLIAM MOTT LAND SURVEYING
DATED APRIL 2018, AND ATM SITE VISIT FEBRUARY 2018.
2.VERTICAL DATUM: NAVD88.
3.HORIZONTAL DATUM: FLORIDA STATE PLANE COORDINATE SYSTEM, EAST NAD83.
4.REFER TO SHEET M-2 FOR SURVEY NOTES.
5.TURBIDITY CURTAINS SHALL ENCIRCLE EFFECTIVE WORK AREA.
6.EXTENT AND DEPTH OF EXISTING RECYCLED CONCRETE RIP-RAP IS
APPROXIMATE AND NOT KNOWN.
7.CONTRACTOR SHALL VERIFY ALL QUANTITIES.
8.STAGING AREAS ARE SUBJECT TO APPROVAL OF THE OWNER.
0
Scale in Feet
20
EXISTING CONCRETE
TOE BLOCKS EXISTING RECYCLED
CONCRETE RIP-RAP
SLOPE BENEATH
TIMBER DECK
EXISTING RECYCLED
CONCRETE RIP-RAP
SLOPE
EXISTING CONCRETE
WALL
EXISTING
UNSTABILIZED
SLOPE
EXISTING
UNSTABILIZED
SLOPE
EXISTING STEEL
SHEETPILE WALL
NORTH OF SUBJECT
PROPERTY
EXISTING GRAVEL
PARKING AREA
NEXISTING REVETTED
SHORELINE SOUTH OF
SUBJECT PROPERTY
APPROX
PROPERTY LINE
APPROX
PROPERTY LINE
EXISTING STORM
WATER PIPE
PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
EXISTING DOCK
STRUCTURES
RESTAURANT
BUILDING
TIMBER
DECK
DOCK
BUILDING
TIDAL DATUM GRAPH
(relative to NAVD88)
0.00 FTNAVD88
-0.67 FTMHHW
-0.74 FTMHW
-0.90 FTMSL
-1.05 FTMLW
-1.12 FTMLLW
EXISTING STORM
WATER OUTFALL
(APPROX.)
INDIAN RIVER
INDIAN RIVER DRIVE 1 STY C.B.SRESTROOMBUILDINGFLOOR EL. = 5.84'5' COVERED SIDEWALK5' CONCRETE SIDEWALKDRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 4-Demo 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041Working Waterfront Park Shoreline ImprovementsSTAGING AND DEMOLITION PLANThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-4
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #4669NOTES:
1.EXISTING CONDITIONS SHOWN FROM A COMBINATION OF DATA INCLUDING
TOPOGRAPHIC SURVEY DRAWING BY MCMILLEN SURVEYING DATED JUNE 2016
(UNDERLAY), RESTROOM AS-BUILT DRAWING BY WILLIAM MOTT LAND SURVEYING
DATED APRIL 2018, AND ATM SITE VISIT FEBRUARY 2018.
2.VERTICAL DATUM: NAVD88.
3.HORIZONTAL DATUM: FLORIDA STATE PLANE COORDINATE SYSTEM, EAST NAD83.
4.REFER TO SHEET M-2 FOR SURVEY NOTES.
5.TURBIDITY CURTAINS SHALL ENCIRCLE EFFECTIVE WORK AREA.
6.EXTENT AND DEPTH OF EXISTING RECYCLED CONCRETE RIP-RAP IS
APPROXIMATE AND NOT KNOWN.
7.CONTRACTOR SHALL VERIFY ALL QUANTITIES.
8.STAGING AREAS ARE SUBJECT TO APPROVAL OF THE OWNER.
APPROX MEAN HIGH
WATER LINE (-0.74 NAVD88)
EXISTING CONCRETE
BLOCKS TO REMAIN AS
TOE OF NEW REVETMENT
TEMPORARILY REMOVE TIMBER DECKING
AND UTILITIES AS NECESSARY ON
UNCOVERED DECK ONLY TO REMOVE
EXISTING RECYCLED CONCRETE RIP-RAP
SLOPE AND BUILD NEW ROCK REVETMENT.
ALL DECKING AND UTILITIES TO BE
RESTORED TO ORIGINAL CONDITION UPON
COMPLETION OF NEW ROCK REVETMENT.
REMOVE AND DISPOSE OF
EXISTING RECYCLED
CONCRETE RIP-RAP SLOPE,
AND REMNANT TIMBER
WALL.
0
Scale in Feet
20NSTAGING AND LAYDOWN
AREAS TO BE COORDINATED
WITH OWNER AND OTHER
CONTRACTORS WORKING ON
SITE
STAGING AND LAYDOWN
AREAS TO BE COORDINATED
WITH OWNER AND OTHER
CONTRACTORS WORKING ON
SITE
EXISTING CONCRETE
WALL TO REMAIN
APPROX
PROPERTY LINE
APPROX
PROPERTY LINE
STORM WATER
PIPE (DO NOT
DISTURB)
PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
REMOVE AND DISPOSE OF
EXISTING RECYCLED
CONCRETE RIP-RAP SLOPE
WITHOUT DISTURBING
EXISTING COVERED DECK
QUANTITIES:
1.APPROXIMATE EXCAVATION QUANTITY, INCLUDING
EXISTING CONCRETE RUBBLE REMOVAL: 300 CY.
SEE NOTE # 6.
TIDAL DATUM GRAPH
(relative to NAVD88)
0.00 FTNAVD88
-0.67 FTMHHW
-0.74 FTMHW
-0.90 FTMSL
-1.05 FTMLW
-1.12 FTMLLW
EXISTING DOCKS
TO REMAIN
EXISTING DOCK
TO REMAIN
79.0'116543211012131415.3'
1.0'
18.1'15.9'
12.0'
R20.0'R20.0'R20.0'
6.0'
NEW CONCRETE
SIDEWALK
GRASS -
186' SF
TRUNCATED
DOME
NEW
CONCRETE
20.5'
9.0'820.5'
18" ADS18" ADS18" ADS
TYPE
'C'
INLET
TYPE
'C'
INLET
TYPE
'C'
INLET
60°'
UTILITY POLES
GRASS
5' WOOD DECK
TRUNCATED
DOME
EXISTING
RESTROOM
EXISTING S/W
EXISTING S/WGRASSY SWALE - 758' SFEX. 3' CURB TO BE
REPLACED BY 2' MIAMI
CURB
EX.EX.
12.0'
5.0'
HC
GRASS - 658'
SF
LOADING ZONE
R20.0'R20.0'
R2.0'
LOADING ZONE
EX. SIGNAGE 910'EXISTING CONCRETETO BE REMOVED5.0
5.0
5.0
2%
5.4 INV.=3.5'
4" UNDERDRAIN
PIPE (PVC)
5.4
2%
2%
22.4'
4.9
2%
2%
4.4
4.4
4.8
4.9
GRASS
MEDIAN
1,742' SF
5.2
4.94.7
5.5
2%
5.2
MATCH EX.
DECK
SURFACE
5.3
2%
F.F.E. =5.8
EX. TO
P
S
/
W
5
.
7
6
EX. TO
P
S
/
W
5
.
7
3
5.2
2%
5.5
R15.0'
R2.0'R2.0'
MATCH EX.
GRADE
MATCH EX.
GRADE
2%
4.9
INV.=3.5'
4" UNDERDRAIN
PERFORATED
PIPE (PVC)
2%
5.5
2%
5.5
4" UNDERDRAIN
PERFORATED
PIPE (PVC)
INV.=3.5'
2.5
2.5
2.5
2.5
3.0
3.0 1 STY C.B.SRESTROOMBUILDINGFLOOR EL. = 5.84'5' COVERED SIDEWALK5' CONCRETE SIDEWALK-0+00
1+00
2+00
3+003+55
-0+00.000+50.001+00.001+50.002+00.002+50.003
+
0
0
.
0
0
3+50.00DRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 5-OverallPlan 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041Working Waterfront Park Shoreline ImprovementsOVERALL SITE PLANThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-5
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #4669NOTES:
1.EXISTING CONDITIONS SHOWN FROM A COMBINATION OF DATA INCLUDING
TOPOGRAPHIC SURVEY DRAWING BY MCMILLEN SURVEYING DATED JUNE 2016
(UNDERLAY), RESTROOM AS-BUILT DRAWING BY WILLIAM MOTT LAND SURVEYING
DATED APRIL 2018, AND ATM SITE VISIT FEBRUARY 2018.
2.VERTICAL DATUM: NAVD88.
3.HORIZONTAL DATUM: FLORIDA STATE PLANE COORDINATE SYSTEM, EAST NAD83.
4.REFER TO SHEET M-2 FOR SURVEY NOTES.
5.TURBIDITY CURTAINS SHALL ENCIRCLE EFFECTIVE WORK AREA.
6.EXTENT AND DEPTH OF EXISTING RECYCLED CONCRETE RIP-RAP IS
APPROXIMATE AND NOT KNOWN.
7.CONTRACTOR SHALL VERIFY ALL QUANTITIES.
8.STAGING AREAS ARE SUBJECT TO APPROVAL OF THE OWNER.
APPROX MEAN HIGH
WATER LINE (-0.74 NAVD88)
USE EXISTING CONCRETE
BLOCKS AS TOE OF NEW
REVETMENT
0
Scale in Feet
20NPERVIOUS PAVED
PARKING DESIGN
BY OTHERS
WRAP REVETMENT SLOPE
AT EACH END OF EXISTING
CONCRETE WALL
APPROX
PROPERTY LINE
APPROX
PROPERTY LINE
PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
CONTRACTOR TO PROPOSE
TERMINATION OF NEW REVETMENT INTO
EXISTING REVETTED SHORELINE AT
ADJACENT PROPERTY TO SOUTH.
REVETMENT
CREST AT +4.5'
REVETMENT TOE
AT +0.0'
REVETMENT
CREST AT +4.5'
REVETMENT TOE
AT +0.0'
REVETMENT CREST
AT +4.5' IN FRONT OF
COVERED DECK
LOW REVETMENT CREST
AT +3.0' IN BENEATH
COVERED DECK
REVETMENT CREST
AT +4.5' BENEATH
OPEN DECK
MAX REVETMENT
SLOPE 1V:2H
MAX REVETMENT
SLOPE 1V:2H
MAX REVETMENT
SLOPE 1V:2H
APPROXIMATE MATERIAL QUANTITIES:
1.ARMOR STONE: 880 TONS
2.BEDDING STONE: 240 TONS
3.GEOTEXTILE: 1,000 SY
4.CLEAN FILL: _____ CY
5.ARMOR AND BEDDING TONNAGE ESTIMATES ARE
BASED ON DRY UNIT WEIGHT OF 135 PCF AND 25%
VOID POROSITY.
6.FILL ESTIMATE BASED ON EXISTING CONDITIONS
SURVEY AND PROPOSED UPLAND DESIGN BY
OTHERS.
TIDAL DATUM GRAPH
(relative to NAVD88)
0.00 FTNAVD88
-0.67 FTMHHW
-0.74 FTMHW
-0.90 FTMSL
-1.05 FTMLW
-1.12 FTMLLW
CONTRACTOR TO PROPOSE INTERFACE
WITH EXISTING STORM WATER OUTFALL
TO REMAIN.
MAX REVETMENT
SLOPE 1V:2H
NOTE:
1.CONSTRUCTION BASELINE IS SEAWARD EDGE
OF REVETMENT CREST.
TO BE COORDINATED
WITH PAVED PARKING
DESIGN
SPLASH
APRON
SPLASH
APRON
ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA -0+00.00
-10
-5
0
5
10
0 10 200-10-20 ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 0+50.00
-10
-5
0
5
10
0 10 200-10-20 ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 1+00.00
-10
-5
0
5
10
0 10 200-10-20
ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 1+50.00
-10
-5
0
5
10
0 10 200-10-20 ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 2+00.00
-10
-5
0
5
10
0 10 200-10-20 ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 2+50.00
-10
-5
0
5
10
0 10 200-10-20
ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 3+00.00
-10
-5
0
5
10
0 10 200-10-20 ELEVATION FEET (NAVD88)DISTANCE FROM BASELINE IN FEET
STA 3+50.00
-10
-5
0
5
10
0 10 200-10-20
ARMOR STONE TOE
(1 STONE, MIN. DIA.
2.8 FT)
EXCAVATION
EXISTING
EDGE OF
OPEN DECK
EXISTING
CONCRETE
BLOCK TOE
EXISTING
EDGE OF
BUILDING
EXISTING
CONCRETE
BLOCK TOE
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
CLEAN BACK FILL
MATERIAL
CLEAN BACK FILL
MATERIAL
CLEAN BACK FILL
MATERIAL
CLEAN BACK FILL
MATERIALCLEAN BACK FILL
MATERIAL
EXISTING
CONCRETE
WALL
EXISTING
GRADE
EXISTING EDGE
OF COVERED
DECK
EXISTING
EDGE OF
BUILDING
EXISTING
DECK
FRAMING
EXISTING TIMBER
WALKWAY
PROPOSED CURB
LOCATION (DESIGN
BY OTHERS)
PROPOSED CURB
LOCATION (DESIGN
BY OTHERS)
PROPOSED TOP OF
SWALE BERM LOCATION
(DESIGN BY OTHERS)
EXISTING RUBBLE
REVETMENT
(ADJACENT PROPERTY)
EXISTING
EDGE OF
OPEN DECK
2
1
APPROXIMATE
PROPERTY LINE
2
1
2
1
2
1
2
1
2
1
ARMOR STONE
(2-LAYER)
ARMOR STONE TOE
(1 STONE, MIN. DIA.
2.8 FT)
EXCAVATION
ARMOR STONE
(2-LAYER)
ARMOR STONE TOE
(1 STONE, MIN. DIA.
2.8 FT)
EXCAVATION
ARMOR STONE
(2-LAYER)
ARMOR STONE TOE
(1 STONE, MIN. DIA.
2.8 FT)
EXCAVATION
ARMOR STONE
(2-LAYER)
ARMOR STONE TOE
(1 STONE, MIN. DIA.
2.8 FT)
EXCAVATION
ARMOR STONE
(2-LAYER)
REDUCED CREST
EL. BENEATH DECK
+3.0 FT NAVD88
EXCAVATION
ARMOR STONE
(2-LAYER)
EXCAVATION
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
BEDDING STONE
(MIN. LAYER
THICKNESS 8")
6.0'6.0'
6.0'6.0'2.0'
2.0'
6.0'
6.0'6.0'
+4.5' NAVD88
+4.5' NAVD88 +4.5' NAVD88
+4.5' NAVD88 +4.5' NAVD88
2
1
+4.5' NAVD88 +4.5' NAVD88
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
NAVD88 +0.0'
MHW -0.74'
TIE INTO EXISTING
REVETTED SHORELINE AT
ADJACENT PROPERTY
3.0'
SPLASH
APRON
SPLASH
APRON
3.0'
SPLASH
APRON
3.0'
SPLASH
APRON
3.0'
SPLASH
APRON
SPLASH
APRON
3.0'3.0'
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
DRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 6-Sections 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041Working Waterfront Park Shoreline ImprovementsREVETMENT SECTIONSThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-6
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #4669PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
TIDAL DATUM GRAPH
(relative to NAVD88)
0.00 FTNAVD88
-0.67 FTMHHW
-0.74 FTMHW
-0.90 FTMSL
-1.05 FTMLW
-1.12 FTMLLW
TYPICAL SECTION
REVETMENT ON EXISTING GRADE
NAVD88 +0.0'
MHW -0.74'
MLW -1.05'
2
1
ARMOR STONE (TWO LAYER)
MIN. DENSITY = 135 PCF
MIN. LAYER THICKNESS = 4 FT
NOMINAL DIAMETER = 2 FT
NOMINAL WEIGHT = 1,080 LBS
VEGETATED FILL
WRAP
GEOTEXTILE
BEHIND TOE
STONE
STRUCTURE CREST EL.
AT +4.5 FT NAVD88
EXISTING GRADE
(VARIES)
6.0' MIN.
BEDDING MATERIAL
8" MIN. LAYER THICKNESS BOTTOM OF
BEDDING LAYER
AT -0.75' NAVD88
GEOTEXTILE FABRIC BETWEEN
EXCAVATED SLOPE AND
BEDDING LAYER (MIRAFI FW700
OR APPROVED EQUIVALENT)
RESERVE LARGEST
STONE DELIVERED
TO SITE FOR
STRUCTURE TOE
(MIN. DIA. = 2.8 FT)
3.0'
SPLASH APRON
EXCAVATE AS
NECESSARY TO
ACHIEVE LINES AND
GRADES
BACK FILL EXCAVATED AREA
SEAWARD OF TOE FOLLOWING
CONSTRUCTION TO ORIGINAL
EXISTING GRADE ELEVATION
STRUCTURE CREST EL.
AT +4.5 FT NAVD88
DECK ~+5.0'
TYPICAL SECTION
REVETMENT AT
COVERED TIMBER DECK
REDUCED CREST
EL. BENEATH DECK
+3.0 FT NAVD88
EXISTING COVERED
TIMBER DECK AND
PILES TO REMAIN EXISTING GRADE
(VARIES)
WRAP GEOTEXTILE BEHIND
TOE STONE
NAVD88 +0.0'
MHW -0.74'
MLW -1.05'
2.0' MIN.
2.0' MIN.
RESERVE LARGEST
STONE DELIVERED
TO SITE FOR
STRUCTURE TOE
(MIN. DIA. = 2.8 FT)
9.0' MIN.
ARMOR STONE (TWO LAYER)
MIN. DENSITY = 135 PCF
MIN. LAYER THICKNESS = 4 FT
NOMINAL DIAMETER = 2 FT
NOMINAL WEIGHT = 1,080 LBS
BEDDING MATERIAL
8" MIN. LAYER THICKNESS BOTTOM OF
BEDDING LAYER
AT -0.75' NAVD88
EXISTING PILES AND
COVER STRUCTURE TO
REMAIN
GEOTEXTILE FABRIC BETWEEN
EXCAVATED SLOPE AND
BEDDING LAYER (MIRAFI FW700
OR APPROVED EQUIVALENT)
EXCAVATE AS
NECESSARY TO
ACHIEVE LINES AND
GRADES
3.0'
SPLASH APRON
BACK FILL EXCAVATED AREA
SEAWARD OF TOE FOLLOWING
CONSTRUCTION TO ORIGINAL
EXISTING GRADE ELEVATION
DECK ~+6.9'
TYPICAL SECTION
REVETMENT BENEATH
OPEN TIMBER DECK
STRUCTURE CREST EL.
AT +4.5 FT NAVD88
USE EXISTING CONCRETE BLOCK
AS STRUCTURE TOE
EXISTING OPEN TIMBER
DECK AND PILES TO REMAIN
EXISTING GRADE
(VARIES)
NAVD88 +0.0'
MHW -0.74'
MLW -1.05'
2
1
6.0' MIN.
BOTTOM OF
BEDDING LAYER
AT -1.00' NAVD88
WRAP GEOTEXTILE
BEHIND CONCRETE
TOE
ARMOR STONE (TWO LAYER)
MIN. DENSITY = 135 PCF
MIN. LAYER THICKNESS = 4 FT
NOMINAL DIAMETER = 2 FT
NOMINAL WEIGHT = 1,080 LBS
GEOTEXTILE FABRIC BETWEEN
EXCAVATED SLOPE AND
BEDDING LAYER (MIRAFI FW700
OR APPROVED EQUIVALENT)
EXCAVATE AS
NECESSARY TO
ACHIEVE LINES AND
GRADES
BEDDING MATERIAL
8" MIN. LAYER THICKNESS
3.0'
SPLASH APRON
DRAWING NUMBERApplied Technology & Management, Inc.JOB NO. DATE: SCALE: DESIGNEDDRAWNCHECKEDDRAWNBYNo.DATEREV.BYCHKDREMARKSSHEET: OFSignature DateNOTE: THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND PROTECTED BY INTERNATIONAL COPYRIGHT LAW. DETAILS MUST NOT BE DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY FORM OR MANNER WITHOUT THE PRIOR WRITTEN APPROVAL OF APPLIED TECHNOLOGY & MANAGEMENT.G:\WestPalmBeach Shares\Drawings\Projects\18-3198 COS Waterfront Park Shoreline Improvements\X\CDS\CD_COS Waterfront Park_19Feb19.dwg 7-TypSec-Det 2/19/192047 Vista Parkway, Suite 101West Palm Beach, FL 33411(561) 659-0041Working Waterfront Park Shoreline ImprovementsTYPICAL SECTIONS AND DETAILSThe City of Sebastian, FloridaPCPMHRPCP02/19/201918-3198AS NOTEDM-7
1 Peter C. Peterson, P.E.Florida License #49294Certificate of Authorization #46690
Scale in Feet
3
0
Scale in Feet
3
0
Scale in Feet
3
NOTES:
1.CONTRACTOR SHALL FIELD FIT ARMOR AND BEDDING MATERIAL TO PRESERVE
EXISTING COVERED AND OPEN DECK STRUCTURES.
2.OPEN DECK AND UTILITIES MAY BE TEMPORARILY DISASSEMBLED AS NECESSARY
TO ACCOMMODATE CONSTRUCTION, WITH OWNER APPROVAL.
3.ALL DECKING, FRAMING, AND UTILITIES SHALL BE RESTORED TO THEIR
PRE-CONSTRUCTION CONDITION FOLLOWING COMPLETION OF REVETMENT.
REVETMENT NOTES:
1.REVETMENT ARMOR STONE SHALL BE A MINIMUM OF TWO UNITS THICK AND BE
PLACED TO MAXIMIZE CONTACT BETWEEN ADJACENT STONES.
2.SMALLER STONES SHALL BE UTILIZED FOR CHINKING TO ACHIEVE UNIFORM
INSTALLATION CONFORMITY TO LINES AND GRADES.
3.ROCK SIZE SHOWN IS BASED ON A MINIMUM DRY UNIT WEIGHT OF 135 PCD.
4.EXISTING GRADE SHOWN AT TIME OF SURVEY.
5.QUANTITY OF EXISTING EXCAVATION AND CONCRETE RUBBLE TO BE REMOVED
WAS ESTIMATED BASED ON EXISTING CONDITIONS SURVEY. CONTRACTOR
SHALL VERIFY ALL QUANTITIES.
6.GEOTEXTILE SHALL HAVE A MINIMUM OVERLAP OF TWO FEET AND BE SECURED
AT TOE.
7.TEMPORARY EXCAVATION OF SAND FOR CONSTRUCTION OF PROPOSED WORK
SHALL BE STOCKPILED AND REGRADED INTO EXISTING BEACH PROFILE AFTER
REVETMENT COMPLETION. ANY CONCRETE RUBBLE, ROCK, GEOTEXTILE, OR
OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY
CONTRACTOR.
8.TEMPORARILY EXCAVATED SAND MAY BE USED TO FILL AREAS REQUIRED FOR
REVETEMENT INSTALLATION.
9.CONTRACTOR SHALL CONDUCT FILLING, GRADING, AND COMPACTION PER
GEOTECHNICAL REPORT.
10.CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PROPOSED GEOTEXTILE DETAIL
AT TOP AND TOE OF REVETMENT.
11.REMOVE ALL VEGETATION, TREES, EXISTING CONCRETE RIP-RAP AND OTHER
DEBRIS WITHIN REVETMENT CONSTRUCTION LIMITS TO DESIGN GRADE PRIOR TO
INSTALLATION OF GEOTEXTILE AND REVETMENT. DISPOSE OF ALL REMOVED
MATERIALS IN A LEGAL OFFSITE LOCATION UNLESS OTHERWISE DIRECTED BY
OWNER.
PRELIMINARY - 90% SUBMITTAL FOR REVIEW ONLY
EXISTING TREES TO REMAINS67° 55
'
22"W
87
.00
'N68° 08
'
12"E
50
.95
'N21° 19' 15"W 60.78'N64° 59
'
24"E
122
.46
'L 7N 43°49'16"WL 8L 9N 44°06'28"WL 10S 22°06'36"EN 21°14'28"WL 11S 67°53'24"WL 12S 25°05'08"ES 88°17'26"E116.14'N 07°50'15"
E
32.54'L1N 02°14'55"E
42.86'L2 L3L4 L5L6L7L8L14L13N79° 29' 04"E129.15'N25° 39' 00"W169.52'L16L15L 13N 44°13'09"WL 14N 52°42'12"WL 15N 43°36'13"WL 16N 25°42'02"WMEAN HIGH WATER LINE(-0.74 NAVD88)TRASH7811" WATERMAIN1" WATERMAIN4.0
3.5 4.0
5.0 3.53.54.04.03.5CEMENTWASH5.25 LOADING AREALOADINGAREAwSTREETLIGHTSTREETLIGHT4.04.03.54.05.05.05.255.0HPA102ZPU35EXISTING GRAVELPARKING TO REMAINEXISTING GRAVELPARKING TO REMAINEXISTING GRAVELPARKING TO REMAINZPU52ZPU21SOD TOREMAINSOD TOREMAINZPU32GPU66HPA10ZPU17HPA15SODLEG58LEG30GPU10PS2LEG40HPA56SODSOD TOREMAIN16' ct10' ctLEG5AGL1900SOD TOREMAINSOD TOREMAINSOD TOREMAINSOD TOREMAINLEG35IPC50SBA30IPC25SBA15IPC123SBA65NOTE: PLANT IPC & SBA WITHINROCK REVETMENT, PLANT INRANDOM PATTERNNOTE: CONTRACTOR TO USECRUSHED SHELL MULCH (2"DEPTH) FOR ALL PLANTING, ONTHE EAST SIDE OF INDIAN RIVERDRIVENOTE: CONTRACTOR TO USE MINIPINE BARK FOR ALL PLANTING, ONTHE WEST SIDE OF INDIAN RIVERDRIVEINDIAN RIVER DRIVE40'20'80'0NLA-115'30'60'GREY WOOD BELOW FRONDS
CLEAR TRUNK - SEE PLANSPALM TREE DETAILN.T.S.3" MIN. MULCH, COVERING EDGEOF ROOT BALL, DO NOT PLACE ONTOP OF ROOT BALL(3) EQUALLY SPACED 2"x4"WOOD BRACES - P.T. NAIL(DRILL & NAIL IF NECESSARY)TO BATTONS & 2x4 STAKESFLAG AT MIDPOINT & BASENOTE:CONTRACTOR SHALL ASSUREPERCOLATION OF ALL PLANTINGPITS PRIOR TO INSTALLATIONNOTE:FINAL TREE STAKING TO BEAPPROVED BY LANDSCAPEARCHITECT PRIOR TOINSTALLATIONPRUNE & TIE FRONDS W/ HEMPTWINE.TWO LAYERS OF BURLAP TOPROTECT TRUNKTWO STEEL BANDS TO SECUREBATTONS(5) 2"x4"x18" WOOD BATTONS2"x4" WOOD STAKESOIL BERM TO HOLD WATERFINISHED GRADEBACKFILL SOIL120"12
0
"120"PLAN(WIRE LOCATION)TREE DETAILN.T.S.SET ROOT BALL 3" ABOVEFINISHED GRADEPROTECT TREE W 1/2" O BLACKRUBBER HOSE ABOVE FIRSTMAIN LIMBSFINISHED GRADENOTE:CONTRACTOR SHALLASSURE PERCOLATION OFALL PLANTING PITS PRIORTO INSTALLATION#10 GAUGE WIRE 2"x4"x3' STAKESBURIED 3" BELOW SURFACE W/ HT.PLASTIC FLAG.WHITE PLASTIC FLAG ABOVEGALV. TURNBUCKLE 4'-0" ABOVEGROUND, TYP.SOIL BERM TO HOLD WATER3" MIN. MULCH, COVERING EDGE OFROOT BALL, DO NOT PLACE ON TOPOF ROOT BALLBACKFILL SOILALL PLANTING PITS / BEDSPRIOR TO INSTALLATIONASSURE PERCOLATION OFCONTRACTOR SHALLNOTE:SOIL BERM TO HOLD WATER, 6" TYP.12" MIN. DEPTH OF PLANTING SOILFOR GROUNDCOVER BED6"6"6"PREPARE PLANTING SOIL AS SPEC'D.WHEN GROUND & SHRUBS AREEXCAVATED TO RECEIVE PLTG, SOIL &PLANT MATERIAL, EXCEPT AS SPEC'D.USED IN MASS, ENTIRE BED TO BEFINISH GRADE, SEE GRADING PLANMULCH, 2" MIN. (TYP.)SHRUB AND GROUNDCOVER DETAILN.T.S.1LA-12LA-13LA-1FBCONSULTANTSPROJECTSHEET NUMBERSHEET TITLEISSUED FOR:PROJECT NUMBERREGISTRATIONDRAWN BY:CHECKED BY:DRAWING SCALE AND NORTH ARROWA171354.01ABCDEF1RP2345678SEBASTIAN, FLORIDA12345678618 E. SOUTH STREETSUITE 700ORLANDO, FL 32801407.423.8398CERTIFICATE OF AUTHORIZATION: EB9951DATE:09/20/2018SCALE:DD MMM YYISSUANCEA GAI Consultants, Inc. Service GroupSEBASTIANWORKINGWATERFRONTPLANT LISTTREES & PALMSKEYQTYBOTANICAL NAMECOMMON NAMESIZESPACINGREMARKSPS2Phoenix sylvestrisSylvester Palm14' C.T.A.S.Matched Heights, SpecimenSHRUBS & GROUND COVERSKEYQTYBOTANICAL NAMECOMMON NAMESIZESPACINGREMARKSAGL1,900 s.f.Arachis glabrata 'Ecoturf'Perennial PeanutSolid MatSolidSolid MatGPU76Gaillardia pulchellaBlanket Flower8"-10" x 8"-10"24" O.C.1 Gallon, Full to BaseHPA183Hamelia patens 'Compacta'Dwarf Firebush15"-18" x 15"-18"30" O.C.3 Gallon, Full to BaseIPC198Ipomoea pes-capraeRailroad Vine12" Trailing36" O.C.1 Gallon, Full to BaseLEG168Liriope 'Emerald Goddess'Liriope6 ppp24" O.C.1 Gallon, Full to BaseSBA110Spartina bakeriCordgrass24" O.A.36" O.C.3 Gallon, Full to BaseZPU157Zamia pumliaCoontie18"-24" x 15"-18"36" O.C.7 Gallon, Full to BaseSOD AND MULCHSODArgentine BahiaContractor to Calculate AmountMULCHMini Pine Bark NuggetsContractor to Calculate AmountSHELL3/4" Coastal Double Washed Shell (www.carrollsbuildingmaterial.com orapproved equal) Contractor to provide city of sample before installationContractor to Calculate AmountLANDSCAPEPLAN
APPENDIX A:
PERMITS
1
REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
JACKSONVILLE DISTRICT CORPS OF ENGINEERS
400 HIGH POINT DRIVE, SUITE 600
COCOA, FLORIDA 32926
May 30, 2018
Regulatory Division
North Permits Branch
Cocoa Permits Section
SAJ-2017-00354(NW -BAB)
City of Sebastian
ATTN: Lisa Frazier
1125 Main St.
Sebastian, FL 32958
Dear Ms. Frazier:
Your application for a Department of the Army permit continues to be the assigned
number SAJ-2017-00354. A review of the information, and drawings provided shows
the proposed work is the placement of 330 linear feet of rock revetment at or above the
current ordinary high water line (OHW) of the Indian River Lagoon. The project is
situated water ward of the buildings with the addresses of 15320-1540 Indian River Dr.,
Sebastian, FL 32958.
Your project, as depicted on the enclosed drawings, is authorized by Nationwide
Permit Number 13. In addition, project specific conditions have been enclosed. This
verification is valid until March 18, 2022. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit
is modified or revoked, you will have 12 months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions
of this nationwide permit.
Please access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's
Regulatory Internet page to access Internet links to view the Final Nationwide Permits,
Federal Register Vol. 82, dated January 6, 2017, specifically pages 1983 to 2008, and
the table of Regional Conditions. The Internet page address is:
http://www.saj.usace.army.mil/Divisions/Regulatory/sourcebook.htm.
Please be aware this web address is case sensitive and should be entered as it
appears above. Once there you will need to click on “Nationwide Permits or General
Permits.” These files contain the description of the Nationwide Permit authorizations
and General Permits, the Nationwide and General Permit general conditions, and the
regional conditions, which apply specifically to the verification for NWP 13. Enclosed is
a list of General Conditions, which apply to all Department of the Army authorizations.
2
You must comply with all of the special and general conditions and any project specific
condition of this authorization or you may be subject to enforcement action. In the event
you have not completed construction of your project within the specified time limit, a
separate application or re-verification may be required.
The following special conditions are included with this verification:
1.Reporting Address: All reports, documentation and correspondence required by the
conditions of this permit shall be submitted to the following address: U.S. Army Corps of
Engineers, Regulatory Division, Enforcement Section, P. O. Box 4970, Jacksonville,
FL 32232. The Permittee shall reference this permit number SAJ-2013-00194, (NW -
BAB) on all submittals.
2.Commencement Notification: Within 10 days from the date of initiating the
authorized work, the Permittee shall provide to the Corps a written notification of the
date of commencement of work authorized by this permit.
3.Completion Notification: Within 60 days of completion of the work authorized, the
attached "Self-Certification Statement of Compliance" must be completed and submitted
to the U.S. Army Corps of Engineers.
4. Manatee condition: The permittee shall comply with the “Standard Manatee
Conditions for In-Water Work 2011” designed to protect the endangered West Indian
Manatee provided in attachments.
5. Sea Turtles and Smalltooth Sawfish: For many activities, potential adverse
impacts to sea turtles can be reduced and/or eliminated through adherence to the
construction conditions found in the joint Corps/National Marine Fisheries
Service's “Sea Turtle and Smalltooth Sawfish Construction Conditions – Revised March
23, 2006."
6.Turbidity controls:
a. Shall be used throughout construction to control erosion and siltation and
ensure that turbidity levels within the project area do not exceed background
conditions.
b. Shall be made of material in which listed species cannot become entangled
(i.e., reinforced impermeable polycarbonate vinyl fabric [PVC]), and shall be
monitored to ensure listed species are not entangled or trapped in the project
area.
c. Shall be removed promptly when the work is complete and the water quality
in the project area has returned to background conditions.
7. Regulatory Agency Changes: Should the Permittee propose or any other
regulatory agency require changes to the work authorized or obligated by this permit,
the Permittee is advised that a modification to this permit instrument is required prior to
3
initiation of those changes. It is the Permittee’s responsibility to request a modification
of this permit from the Cocoa Permits Section.
8. Unreasonable Obstruction: The Permittee understands and agrees that, if future
operations by the United States require the removal, relocation, or other alteration, of
the structures or work herein authorized, or if, in the opinion of the Secretary of the
Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the Permittee will be required,
upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter
the structural work or obstructions caused thereby, without expense to the United
States. No claim shall be made against the United States on account of any such
removal or alteration.
9. Cultural Resources/Historic Properties:
a. No structure or work shall adversely affect impact or disturb properties listed in
the National Register of Historic Places (NRHP) or those eligible for inclusion in the
NRHP.
b. If during the ground disturbing activities and construction work within the permit
area, there are archaeological/cultural materials encountered which were not the
subject of a previous cultural resources assessment survey (and which shall include,
but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics,
stone tools or metal implements, dugout canoes, evidence of structures or any other
physical remains that could be associated with Native American cultures or early
colonial or American settlement), the Permittee shall immediately stop all work and
ground-disturbing activities within a 100-meter diameter of the discovery and notify the
Corps within the same business day (8 hours). The Corps shall then notify the Florida
State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic
Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and
devise appropriate actions.
c. Additional cultural resources assessments may be required of the permit area in
the case of unanticipated discoveries as referenced in accordance with the above
Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in
accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the
circumstances of the discovery, equity to all parties, and considerations of the public
interest, the Corps may modify, suspend or revoke the permit in accordance with 33
CFR Part 325.7. Such activity shall not resume on non-federal lands without written
authorization from the SHPO for finds under his or her jurisdiction, and from the
Corps.
d. In the unlikely event that unmarked human remains are identified on non-federal
lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work
and ground disturbing activities within a 100-meter diameter of the unmarked human
remains shall immediately cease and the Permittee shall immediately notify the
medical examiner, Corps, and State Archeologist within the same business day (8-
hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on
the circumstances of the discovery, equity to all parties, and considerations of the
4
public interest, the Corps may modify, suspend or revoke the permit in accordance
with 33 CFR Part 325.7. Such activity shall not resume without written authorization
from the State Archeologist and from the Corps.
This letter of authorization does not obviate the necessity to obtain any other
Federal, State, or local permits, which may be required. Prior to the initiation of any
construction, projects qualifying for this Nationwide and General permits must qualify for
an exemption under section 403.813(1), F.S. or 373.406, F.S., or otherwise be
authorized by the applicable permit required under Part IV of Chapter 373, F.S., by the
Department of Environmental Protection, a water management district under section
373.069, F.S., or a local government with delegated authority under section 373.441,
F.S., and receive Water Quality Certification (WQC) and applicable Coastal Zone
Consistency Concurrence (CZCC) or waiver thereto, as well as any authorizations
required for the use of state-owned submerged lands under Chapter 253, F.S., and, as
applicable, Chapter 258, F.S. You should check State-permitting requirements with the
Florida Department of Environmental Protection or the appropriate water management
district.
This letter of authorization does not include conditions that would prevent the ‘take’
of a state-listed fish or wildlife species. These species are protected under sec.
379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code.
With regard to fish and wildlife species designated as species of special concern or
threatened by the State of Florida, you are responsible for coordinating directly with the
Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC
license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more
information, including a list of those fish and wildlife species designated as species of
special concern or threatened. The Florida Natural Areas Inventory
(http://www.fnai.org/ ) also maintains updated lists, by county, of documented
occurrences of those species.
If you are unable to access the internet or require a hardcopy of any of the conditions,
limitations, or expiration date for the above referenced NWP, please contact Bev Barta
by telephone at 321-504-3771, ext. # 26.
Thank you for your cooperation with our permit program. The Corps Jacksonville
District Regulatory Division is committed to improving service to our customers. We
strive to perform our duty in a friendly and timely manner while working to preserve our
environment.
Sincerely,
Beverly Barta
Project Manager
Enclosures
Copies Furnished: CESAJ-RD-PE
5
GENERAL CONDTIONS
33 CFR PART 320-330
PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986
1. The time limit for completing the work authorized ends on March 18, 2022. If you find
that you need more time to complete the authorized activity, submit your request for a
time extension to this office for consideration at least one month before the above date is
reached.
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination required
to determine if the remains warrant a recovery effort of if the site is eligible for listing in
the National Register of Historic Places.
4. If you sell the property associated with this permit you must obtain the signature of the
new owner in the space provided and forward a copy of the permit to this office to validate
the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you must
comply with the conditions specified in the certification as special conditions to this permit.
For your convenience, a copy of the certification is attached if it contains such conditions.
6. You must allow a representative from this office to inspect the authorized activity at
any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.
1
SELF-CERTIFICATION STATEMENT OF COMPLIANCE
Permit Number: NW/GP
Application Number: SAJ -2017-00354
Permittee’s Name & Address (please print or type): _
Telephone Number:
Location of the Work:
Date Work Started: Date Work Completed: _
Description of the Work (e.g., bank stabilization, residential or commercial filling, docks,
dredging, etc.): _
Acreage or Square Feet of Impacts to Waters of the United States:
Describe Mitigation completed (if applicable):
Describe any Deviations from Permit (attach drawing(s) depicting the deviations):
********************
I certify that all work, and mitigation (if applicable) was done in accordance with the
limitations and conditions as described in the permit. Any deviations as described
above are depicted on the attached drawing(s).
Signature of Permittee
Date
DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST
PERMIT NUMBER: SAJ-2017-00354 (NW-BAB)
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and
conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works
authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.
To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have
the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970,
Jacksonville, FL 32232-0019.
(TRANSFEREE-SIGNATURE) (SUBDIVISION)
(DATE) (LOT) (BLOCK)
(STREET ADDRESS)
(NAME-PRINTED)
(MAILING ADDRESS)
(CITY, STATE, ZIP CODE)
INDIAN RIVER
INDIAN RIVER DRIVE FIGURE 2PROJECT PLANNWORKING WATERFRONT SHORELINE IMPROVEMENTCITY OF SEBASTIAN, FLORIDAHORIZONTAL AND VERTICAL CONTROL NOTES:
1.EXISTING CONDITIONS SURVEY PERFORMED BY MCMILLEN SURVEYING, INC, 02
JUNE 2016.
2.EXISTING CONDITIONS SURVEY PROVIDED TO ATM BY CITY OF SEBASTIAN ON 05
OCTOBER 2018.
3.ALL HORIZONTAL DATA IN THESE DRAWINGS SHOWN RELATIVE TO FLORIDA
STATE PLANES EAST, NAD83.
4.VERTICAL DATUM NAVD 88.
5.TIDAL DATUMS FROM FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,
TIDE STATION ID: 872-2029 SEBASTIAN, INDIAN RIVER (06 OCTOBER 2015).
6.MEAN HIGH WATER LINE BY ATM, BASED ON MCMILLEN SURVEY AND FDEP
PUBLISHED TIDAL DATUMS.
MEAN HIGH WATER LINE
(-0.74' NAVD88)
REVETMENT TOE
EXCAVATE TO 0.0' NAVD88
REVETMENT CREST
AT +4.5' NAVD88
EXISTING CONCRETE
WALL TO REMAIN
TIDAL DATUM GRAPH
(relative to NAVD88)
0.00 FTNAVD88
-0.67 FTMHHW
-0.74 FTMHW
-0.90 FTMSL
-1.05 FTMLW
-1.12 FTMLLW
LOW REVETMENT CREST
BENEATH COVERED
TIMBER DECK
AT +3.0' NAVD88
MAIN REVETMENT FOOTPRINT
APPROXIMATELY 250 LF
OPTIONAL REVETMENT FOOTPRINT
APPROXIMATELY 80 LF
SEC
A
SE
C
B
SEC
C
LANDWARD EXTENT
OF REVETMENT
1.5
1
NAVD88 +0.0'
DECK +5.0'
SECTION B
REVETMENT AT
COVERED TIMBER DECK
MHW -0.74'
1
1
1.5
1
NAVD88 +0.0'
DECK +6.9'
SECTION C
REVETMENT BENEATH
OPEN TIMBER DECK
MHW -0.74'
1
1
1.5
1
NAVD88 +0.0'
SECTION A
REVETMENT ON EXISTING GRADE
MHW -0.74'
1
1
TIDAL DATUM GRAPH
(relative to NAVD88)
0.00 FTNAVD88
STRUCTURE CREST EL.
AT +4.5 FT NAVD88
ARMOR STONE (TWO LAYER)
MIN. DENSITY = 135 PCF
MIN. LAYER THICKNESS = 4 FT
NOMINAL DIAMETER = 2 FT
NOMINAL WEIGHT = 1,080 LBS
WORKING WATERFRONT SHORELINE IMPROVEMENT
REVETMENT CROSS SECTIONS
FIGURE 3
CITY OF SEBASTIAN, FLORIDA
VEGETATED FILL
GEOTEXTILE
FABRIC
WRAP GEOTEXTILE BEHIND
TOE STONE
NOTES:
1.ALL ROCK TO BE CLEAN, SOUND, AND FREE OF FRACTURES, INCLUSIONS, VOIDS OR OTHER
DEFECTS, AND A MINIMUM DENSITY OF 135 POUNDS PER CUBIC FOOT.
2.ARMOR STONE SHALL BE NOMINAL 2 FEET IN DIAMETER AND NO MORE THAN 35% OF THE STONE
SHALL BE SMALLER THAN 1.5 FEET IN DIAMETER.
3.FILTER STONE SHALL BE NOMINAL 4" IN DIAMETER WITH NO MORE THAN 35% OF THE STONE
SMALLER THAN 3" IN DIAMETER.
4.EXCAVATE EXISTING GRADE AND REMOVE EXISTING RUBBLE AS NECESSARY TO ACHIEVE
STRUCTURE GRADES AND DIMENSIONS SHOWN.
5.HAND PLACE ARMOR STONE AS NECESSARY TO ACHIEVE STRUCTURE GRADES AND DIMENSIONS
BENEATH TIMBER DECK.
6.INDIVIDUAL ROCK DIMENSIONS SHOWN WITHIN THIS DRAWING ARE REPRESENTATIVE OF
GENERAL DIMENSIONS ONLY. ACTUAL ROCK SIZES TO VARY.
-0.67 FTMHHW
-0.74 FTMHW
-0.90 FTMSL
-1.05 FTMLW
-1.12 FTMLLW
REDUCED CREST
EL. BENEATH DECK
+3.0 FT NAVD88
STRUCTURE CREST EL.
AT +4.5 FT NAVD88
STRUCTURE CREST EL.
AT +4.5 FT NAVD88
ARMOR STONE (TWO LAYER)
MIN. DENSITY = 135 PCF
MIN. LAYER THICKNESS = 4 FT
NOMINAL DIAMETER = 2 FT
NOMINAL WEIGHT = 1,080 LBS
ARMOR STONE (TWO LAYER)
MIN. DENSITY = 135 PCF
MIN. LAYER THICKNESS = 4 FT
NOMINAL DIAMETER = 2 FT
NOMINAL WEIGHT = 1,080 LBS
EXISTING CONCRETE
BLOCK TO REMAIN
USE EXISTING CONCRETE BLOCK
AS STRUCTURE TOE
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
EXISTING TIMBER DECK
AND PILES TO REMAIN
EXISTING TIMBER DECK
AND PILES TO REMAIN
EXISTING GRADE
EXISTING GRADE
FILTER STONE
LAYER
EXISTING GRADE
WRAP GEOTEXTILE BEHIND
TOE STONE
CLEAN BACK FILL
MATERIAL
APPENDIX B:
GEOTECHNICAL INFORMATION