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Home My WebLink About2019 Overall Site Plan Shoreline ImprovementsATLANTIC 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