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Home My WebLink AboutEngineeringr SCOPE OF WORK - NEW VINYL/CONCRETE HYBRID SEAWALL: 1. MOBILIZE 2. DEMO EXISTING DOCKS BY OWNER 3. DEMO EXISTING CONCRETE SEAWALL/CAP AS REQUIRED. 4. DRIVE NEW SEAWALL PANEL SYSTEM 5. INSTALL NEW WALE & TIE -BACK SYSTEMS 6. INSTALL #57 STONE INFILL BETWEEN SEAWALLS 7. FORM AND POUR NEW CAP 8. REPAIR LANDSCAPING 9. DEMOBILIZE NETTLES ISLAND GRAND CANAL - SOUTH SIDE - NEW SEAWALL SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR HURRICANE PREPAREDNESS WEIGHT ir�,1 LIMIT�> d 5 TONS MAXIMUM BRIDGE LOADING SCOPE OF WORK CATEGORY QUANTITY EXISTING CONCRETE CAP 700 LF EXISTING CONCRETE SEAWALL 700 LF AREA 4 = GRAND CANAL - SOUTH SIDE LOCATION MAP NOT TO SCALE AERIAL VIEW NOT TO SCALE SCOPE OF WORK LOCATION MAP 1 /64" = 1'-0" SHEET DESCRIPTION S-1 S-2 S-2.1 S-2.2 S-3 S-4 S-5 S-6 S-7 S-7.1 COVER SHEET GENERAL NOTES VIBRATION CONTROL & MONITORING NOTES CONCRETE RESTORATION NOTES SEAWALL REPLACEMENT PLAN SEAWALL DETAILS SEAWALL SECTIONS EROSION CONTROL PLAN MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 rm = M ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FL13RIDA 34994 772.220.4601 www. C S M-E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED. COPIED, OR ASSIGNED TO ANY T14RD PARTY IN ANY FORM OR MANNER WHATSOEVER WTHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, L.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 PERMIT SET 1-13-2022 NOTES & COMMENTS t 2 3 S ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 11-XI7' PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT 1: / ♦♦ PQ�'•' *.\0EN qp. No. 76910 %0• STATE OF • �� • • FCORIDP.• ' .X_� AMA I CHARLES A DARDEN'JR /I " DATE FLORIDA RECISMREII PRDFFSSIONA'_ ENGNRR ( I NO. 76910 COVER SHEET SHEET j: S-1 STRUCTURAL DESIGN CRITERIA: THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE, ASO, AND ACI-318-19 WIND LOAD FBC 2020 & ASCE 7-16 WIND VELOCITY 160 MPH ULTIMATE WIND SPEED EXPOSURE "D" LOAD COMBINATIONS ASCE 7-16: DL+LL; DL+0.6WL; .6DL+0.6WL INTERNAL PRESSURE COEFFICIENT +/-0.00 OPEN SOLID WALL DESIGN RISK CATEGORY II RIGID MAIN FRAME MAXIMUM PRESSURE (HORIZONTAL) +120 PSF UNIFORM SURCHARGE BEHIND WALL +200 PSF DESIGN BASED ON LOOSE FINE SANDS DEMOLITION: 1. ALL PILES, DECK BOARDS, JOIST, AND BEAMS TO BE REMOVED WITHIN 10'-0- OF SEAWALL 2. ALL DEBRIS SHALL BE CONTAINED WITH A MOBILE TURBIDITY CURTAIN 3. DEBRIS FROM DEMOLITION AND ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED FROM OWNER'S PROPERTY AND PROPERLY DISPOSED OF BY THE CONTRACTOR IN A PERMITTED LANDFILL. 4. CONTRACTOR SHALL IMMEDIATELY REMOVE AND PROPERLY DISPOSE OF ANY DEBRIS THAT ENTERS THE WATER DURING THE DEMOLITION OF THE INDICATED STRUCTURES. BACKFILL NOTES: 1. BACKFILL MATERIAL BEHIND WALL SHALL CONSIST OF CLEAN GRANULAR SAND WITH LESS THAN 5% FINES PASSING THE US NO 200 SIEVE. PLACE BACKFILL MATERIAL IN LOOSE LIFTS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO NO LESS THAN 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (ASTM D 1557). CONSTRUCTION SAFETY: 1. LOADS GREATER THAN THE APPLICABLE DESIGN LOADS SHALL NOT BE PLACED ON THE STRUCTURE. PROVISIONS SHALL BE MADE FOR ADEQUATE BRACING AND SUPPORT OF ADJACENT CONSTRUCTION, UTILITIES AND EXCAVATIONS. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. PILE DRIVING: 1. PILE DRIVING PROCEDURES AND EQUIPMENT SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS 455-5 AND A455-5. SEE VIBRATION CONTROL & MONITORING NOTES. 2. CONTRACTOR SHALL PROVIDE INFORMATION OF PILE DRIVING HAMMER AND ACCESSORIES SHALL BE USED ON THIS JOB TO THE OWNER FOR APPROVAL. 3. IF THE PILES ARE JETTED INTO PLACE, THE PILES MAY BE JETTED THE FIRST FIVE FEET MAXIMUM AND DRIVEN THE REMAINING LENGTH WITH A HAMMER MEETING FOOT SPECIFICATION A455-3.3. JETTING MUST CONFORM TO PERMIT REQUIREMENTS. 4. PILE DRIVING LOGS FOR ALL PILES TO BE PROVIDED BY OTHERS. PILE DRIVING LOGS SHALL BE SUPPLIED WITHIN ONE WEEK OF DRIVING EACH PILE. PILE LOG TO BE SIGNED AND SEALED BY GEOTECHNICAL ENGINEER. SUBMIT ONE COPY TO THE FOLLOWING: 4.1. LOCAL JURISDICTION ISSUING PERMIT 4.2. ENGINEER OF RECORD 4.3. OWNER CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ANY PILE THAT DOES NOT REACH THE REQUIRED PILE TIP ELEVATION. STRUCTURAL AND MISCELLANEOUS STEEL: 1. ALL HARDWARE SHAD_ BE STAINLESS OR HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 1.1. STAINLESS BOLTS ARE RECOMMENDED DUE TO THE SALTWATER ENVIRONMENT. 1.2. HOT DIPPED GALVANIZED TIEBACK RODS PVC SLEEVED ARE RECOMMENDED 2. ALL STEEL WORK SHALL BE EXECUTED IN ACCORDANCE TO AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1-2010. 3. MATERIAL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. SHAPES, BARS, AND PLATES ASTM A 572; 50 KSI MIN. B. BOLTS, NUTS, AND WASHERS ASTM A 325 4. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE GALVANIZED BY THE HOT -DIPPED PROCESS IN ACCORDANCE WITH ASTM A 123, A 153, GRADE 90 GUIDELINES AFTER FABRICATION. 5. FIELD TREAT ALL DAMAGED GALVANIZED FINISH AND EXPOSED SURFACES WITH TWO COATS OF ZINC RICH PAINT OR COLD GALVANIZING COMPOUND CONFORMING TO ASTM A 780. CONCRETE AND REINFORCING STEEL: 1. CONCRETE CHAIRS ® 36 ON CENTER, MAXIMUM EACH WAY 2. NO EXPANSION JOINTS SHALL BE INSTALLED WITHIN 20 FEET OF WALL CORNERS. 3. ALL REPAR 90' HOOKS ARE TO BE EXTENDED 24" MIN BEYOND THE TURN FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS THAN (36) BAR DIAMETERS. 4. CONCRETE CAP SHALL HAVE A DENSITY OF 144 PCF, AND SHALL CONFORM TO ACI 301-99. 5. CEMENT SHALL CONFORM TO ASTM C 94. 6. COURSE AGGREGATE SHALL CONFORM TO ASTM C 33, %" TO Y" NOMINAL AGGREGATE. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GR 60. 8. DCI CORROSION INHIBITOR, ASTM C 494 ADMIXTURE, SHALL BE ADDED AT 3.0 GAL/CY AS MANUFACTURED BY W.R. GRACE & CO. OR APPROVED EQUAL. 9. CONTRACTOR SHALL REPAIR ALL SURFACE BLEMISHES (CHIPS, CRACKS, HONEYCOMBS, ETC) IN CONCRETE WITHIN 24 HOURS AFTER FORM REMOVAL. 10. ALL CONSTRUCTION JOINTS BETWEEN CAST -IN -PLACE CONCRETE TO BE BONDED WITH EPDXY BONDING AGENT & CLEANED WITH A ROUGHED SURFACE OF Y4" AMPLITUDE 11. REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A615, GRADE 60 FOR BARS AND ASTM SPECIFICATION A185 FOR WELDED WIRE MESH (W.W.M.). FABRICATION, INCLUDING ACCESSORIES, ALLOWANCE FOR CONCRETE PROTECTION AND MINIMUM AREA OF STEEL REQUIRED, SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE AND CRSI MANUAL OF STANDARD PRACTICE. 8. CAP CONCRETE SHALL BE MINIMUM 5,000 PSI AT 28 DAY STRENGTH W/C RATIO = 0.4 9. DEADMAN CONCRETE SHALL BE MINIMUM 3,000 PSI AT 28 DAY STRENGTH W/C RATIO = 0.5 (IF APPLICABLE) 10.- MIX DESIGNS 10.1. TYPE II NORMAL WEIGHT PORTLAND CEMENT 10.2. SILICA FUME (MICROSILICA)CEMENTITIOUS ADDITIVE 10.3. ADMIXTURES FOR 10.3.1. SHRINKAGE REDUCTION 10.3.2. CORROSION INHIBITION 10.3.3. HIGH RANGE WATER REDUCTION 10.3.4. WATER CEMENT RATIO PER #8 & 9 10.3.5. POZZOLAN IS NOT TO BE USED IN THE MIX. 8. TO ENSURE COMPATIBILITY OF PRODUCTS, SILICA FUME AND HIGH RANGE WATER REDUCER SHALL BE FROM THE SAME MANUFACTURER. 9. TO RETARD THE CURING RATE FOR THE REPLACED LANDSCAPE WALL CAP THE CONTRACTOR SHALL KEEP THE CONCRETE SURFACE MOIST FOR A CURING PERIOD OF 7 DAYS. 10. WATER FOR MIXING AND CURING SHALL BE FRESH, CLEAN, POTABLE AND FREE OF INJURIOUS AMOUNTS OF OIL, ACID, SALT OR ALKALI. 11. A BONDING AGENT SHALL BE USED OVER SURFACES WHERE FRESH CONCRETE MEETS HARDENED CONCRETE. THE APPLICATION OF THE BONDING COMPOUND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 12. THE SLUMP SHALL BE MEASURED FOR EACH TRUCK ON CONCRETE AND THE SLUMP SHALL NOT EXCEED 5 INCHES FOR THE CAP CONCRETE AND 6 INCHES FOR THE REMAINING CONCRETE. NO ADDITIONAL WATER MAY BE ADDED TO THE CONCRETE AFTER SLUMP MEASUREMENT UNLESS THE SLUMP IS LESS THAN THAT SPECIFIED ABOVE. 13. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TEST: (ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO STRUCTURAL ENGINEER AND OWNER) 13.1. CYLINDER STRENGTH TESTS - ASTM C39: ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER IN RESERVE.TEXT 13.2. SLUMP TESTS - ASTM C143 14. IMMEDIATELY AFTER PLACEMENT, THE LANDSCAPE WALL CAP SHALL BE PROTECTED FROM PREMATURE DRYING. 15. THE REPLACEMENT LANDSCAPE WALL CAP SHALL BE MAINTAINED CONTINUOUSLY WET FOR A PERIOD OF 7 DAYS AFTER POURING. 16. EITHER PERVIOUS (BURLAP OR COTTON) MATS OVER IMPERVIOUS (PLASTIC COATED BURLAP) SHEETING MAY BE USED BUT POLYTHENE SHEETING SHALL NOT BE USED. THE SHEETING SHALL BE SECURED SO AS TO KEEP THE EXPOSED SURFACE OF THE CAP IN A MOIST CONDITION. 17. THE MATS SHALL BE KEPT WET BY EITHER MANUAL OR DRIP IRRIGATION AND THE SHEETING SHALL BE INSPECTED AT LEAST ONCE EVERY 8 HOURS TO ENSURE THAT THE SHEETING HAS NOT DRIED OUT. SHOP DRAWINGS AND FORM WORK PLANS: 1 CERTIFIED FORM WORK PLANS SHALL CLEARLY SHOW SIZE AND STRENGTH OF FORM WORK, SEQUENCE OF CONSTRUCTION, AND DETAILED PLANS OF FORM WORK REMOVAL AND RE -SHORING. 2. ALL FORM WORK FOR CONCRETE SHALL CONFORM TO THE REQUIREMENT OF ACI SPECIAL PUBLICATION NO. 4, "FORM WORK FOR CONCRETE" AND "STANDARD RECOMMENDED PRACTICE FOR CONCRETE FORM WORK", ACI 347, LATEST EDITION. 3. CONTRACTOR SHALL SUBMIT THE DESIGN AND DETAILS OF ALL FORM WORK, DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER. 4. THE GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER AND MAKE ALL CORRECTIONS AS HE DEEMS NECESSARY. 5. DRAWINGS SHOWING ALL OPENINGS AND SLEEVES SHALL BE SUBMITTED BY THE CONTRACTOR FOR REVIEW BY THE ENGINEER. 6. SLEEVES, BOXES AND OTHER OPENINGS WILL NOT BE PERMITTED UNLESS SHOWN ON THE DRAWINGS SUBMITTED FOR REVIEW. ALL ELECTRICAL AND PLUMBING RELOCATION BY OTHERS GENERAL ELECTRICAL NOTES: GENERAL PLUMBING NOTES: 1. THESE DRAWINGS ARE SCHEMATIC ONLY. NO NEW 1. THESE DRAWINGS ARE SCHEMATIC ONLY. NO NEW ELECTRICAL WORK IS SCHEDULED, ONLY PLUMBING WORK IS SCHEDULED, ONLY RELOCATION AS REQUIRED TO INSTALL NEW RELOCATION AS REQUIRED TO INSTALL NEW SEAWALL SYSTEM. SEAWALL SYSTEM. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY 2• THE PLUMBING CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND EXACT LOCATION EXISTING SITE CONDITIONS AND EXACT LOCATION OF SERVICE FACILITIES TO ENSURE THAT THEY OF SERVICE FACILITIES TO ENSURE THAT THEY REMAIN IN OPERATION DURING PROJECT AND REMAIN IN OPERATION DURING PROJECT AND ARE PROTECTED. ARE PROTECTED. 3. UPON THE REQUIREMENT TO RELOCATE 3. UPON THE REQUIREMENT TO RELOCATE ELECTRICAL SERVICE, ALL WORK SHALL COMPLY PLUMBING SERVICE, ALL WORK SHALL COMPLY WITH THE NEC 2020 ELECTRICAL CODES AS WITH THE FBC 2020, 7TH EDITION PLUMBING AMENDED AND ADOPTED. ALL WORK SHALL BE CODES AS AMENDED AND ADOPTED. ALL WORK PERFORMED BY A LICENSED COMMERCIAL SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. COMMERCIAL PLUMBER. 4. THE ENGINEER NOR THE CLIENT SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COST RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER THE CONTRACT HAS BEEN AWARDED. 4. THE ENGINEER NOR THE CLIENT SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COST RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER THE CONTRACT HAS BEEN AWARDED. NEW SEAWALL SYSTEM _ GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 rmsm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 'LOB SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 wwW.CSM•E.NET CERTIFICATE OFAUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS 1 2 3 4 5 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS, ALL SCALES INDICATED PERTAIN TO 17'XT7' PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT 1: 11111111///� �� oCENgF •. FjL '� QQ�•' No. 76910 -_ . STATE OF 1.13rd2, CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROfESlMk ENGINEER NO. 7.I. SHEET NAME: GENERAL NOTES SHEET S-2 VIBRATION CONTROL & MONITORING 1. THE FOLLOWING PROVISIONS DO NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITY FOR DAMAGE CAUSED BY HIS OPERATIONS, NOR DO THEY RELIEVE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND CITY CODES RELATIVE TO THE USE AND STORAGE OF EXPLOSIVES. IN THE EVENT THAT A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER CODES, IT SHALL BE RESOLVED BY THE ENGINEER. SUSCEPTIBILITY STUDY 1. A DETAILED DOCUMENT SHALL BE PREPARED FOR OWNER BY CONTRACTOR. THIS REPORT SHALL INCLUDE AN EVALUATION OF BUILDINGS AND STRUCTURES IN PROXIMITY TO THE PROJECT AND AN EVALUATION OF THEIR SUSCEPTIBILITY TO CONSTRUCTION VIBRATION DAMAGE. THE VIBRATION CRITERIA FOR THIS PROJECT IS BASED ON THIS STUDY. CONDITION SURVEY 1. A CONDITION SURVEY WILL BE (OR HAS BEEN) PERFORMED FOR BUILDINGS IN PROXIMITY TO THE PROJECT. THIS SURVEY WILL DOCUMENT THE EXISTING EXTERIOR AND INTERIOR CONDITIONS OF THESE BUILDINGS. 2. THE SURVEY WILL INCLUDE DOCUMENTATION OF INTERIOR SUB —GRADE AND ABOVE GRADE ACCESSIBLE WALLS, CEILINGS, FLOORS, ROOF, AND VISIBLE EXTERIOR AS VIEWED FROM THE GRADE LEVEL. IT WILL DETAIL (BY ENGINEERING SKETCHES, VIDEO TAPE, PHOTOGRAPHS, AND/OR NOTES) THE EXISTING STRUCTURAL, COSMETIC, PLUMBING AND ELECTRICAL DAMAGE, BUT WILL NOT NECESSARILY BE LIMITED TO AREAS IN BUILDINGS SHOWING EXISTING DAMAGE. 3. CRACK DISPLACEMENT MONITORING GAGES WILL BE INSTALLED AS APPROPRIATE ACROSS ANY SIGNIFICANT EXISTING CRACKS TO HELP VERIFY ANY ADDITIONAL BUILDING DISTRESS, SHOULD IT DEVELOP. THE GAGES WILL BE READ PRIOR TO COMMENCEMENT OF VIBRATION PRODUCING ACTIVITIES, AS WELL AS DURING THESE ACTIVITIES. RESULTS OF THIS MONITORING WILL BE MADE AVAILABLE TO THE CONTRACTOR. GROUND VIBRATION CONTROLS 1. THE FOLLOWING VIBRATION CONTROL LIMITS ARE APPLICABLE FOR ALL CONSTRUCTION WORK, INCLUDING BUT NOT LIMITED TO BLASTING, PILE DRIVING, COMPACTION, RIPPING, CHIPPING, AND HAULING ACTIVITIES. 2. CONTRACTOR IS ADVISED THAT THE GROUND VIBRATION CONTROL LIMITS DEFINED HEREIN MAY RESTRICT HIS CONSTRUCTION PRACTICES, AND THAT HE SHOULD CONSIDER THESE LIMITATIONS IN PREPARING HIS BID. 3. IF CONTRACTOR EXCEEDS 80% OF THE GROUND VIBRATION LIMIT AS GIVEN BELOW, FOR ANY CONSTRUCTION ACTIVITY, HE SHALL CEASE THAT ACTIVITY AND SUBMIT A REPORT. THE REPORT SHALL GIVE THE CONSTRUCTION PARAMETER DATA AND INCLUDE A PROPOSAL FOR CORRECTIVE ACTION NECESSARY TO ENSURE THAT THE SPECIFIED LIMIT IS NOT EXCEEDED FOR FUTURE ACTIVITIES. THIS REPORT SHALL BE SUBMITTED TO ENGINEER, AND HIS PERMISSION MUST BE OBTAINED PRIOR TO THE CONTINUATION, OR BEGINNING OF ANY FUTURE VIBRATION PRODUCING CONSTRUCTION ACTIVITIES. 4. IF CONTRACTOR EXCEEDS THE GROUND VIBRATION LIMIT FOR ANY CONSTRUCTION ACTIVITY, ENGINEER WILL DIRECT THAT ALL ACTIVITIES RELATED TO THOSE CAUSING THE VIBRATION BE STOPPED. CONTRACTOR SHALL SUBMIT TO ENGINEER A REPORT GIVING THE CONSTRUCTION PARAMETER DATA AND INCLUDE THE PROPOSED CORRECTIVE ACTION FOR FUTURE CONSTRUCTION EVENTS. IN ORDER TO PROCEED WITH ANY FURTHER VIBRATION PRODUCING ACTIVITIES, WRITTEN PERMISSION MUST BE OBTAINED FROM ENGINEER. DEFINITIONS THE FOLLOWING DEFINITIONS SHALL APPLY TO THE VIBRATION CONTROLS: 1.1. PEAK PARTICLE DISPLACEMENT — THE PEAK PARTICLE DISPLACEMENT IS THE MAXIMUM MOVEMENT INDUCED BY THE VIBRATION. THE DISPLACEMENT AMPLITUDES ARE IN UNITS OF MILS (0.001 INCH) ZERO TO PEAK AMPLITUDE. 1.2. PEAK PARTICLE VELOCITY — THE PEAK PARTICLE VELOCITY IS THE MAXIMUM RATE OF CHANGE WITH RESPECT TO TIME OF THE PARTICLE DISPLACEMENT. THE VELOCITY AMPLITUDES ARE IN UNITS OF INCHES PER SECOND (IPS), ZERO TO PEAK AMPLITUDE. 1.3. FREQUENCY — THE FREQUENCY OF THE VIBRATION IS THE NUMBER OF OSCILLATIONS WHICH OCCUR IN ONE SECOND. THE FREQUENCY UNITS ARE GIVEN IN HERTZ (HZ) WHERE ONE HZ EQUALS ONE CYCLE PER SECOND. GROUND VIBRATION CONTROL LIMIT 1. THE GROUND VIBRATION CONTROLS ARE APPLICABLE TO EXTERNAL LOCATIONS ADJACENT TO AFFECTED BUILDINGS OR STRUCTURES. THE MAXIMUM SINGLE COMPONENT PEAK PARTICLE VELOCITY RESULTING FROM CONSTRUCTION ACTIVITY SHALL NOT EXCEED 0.21N/S. INSTRUMENTATION 1. CONTRACTOR SHALL FURNISH, MAINTAIN AND OPERATE THREE VIBRATION MONITORS (AMPLITUDE AND FREQUENCY SENSITIVE) DURING ANY VIBRATION PRODUCING ACTIVITIES THAT COULD, IN THE JUDGMENT OF ENGINEER, PRODUCE MEASURABLE GROUND VIBRATIONS. IN THE EVENT THAT CONTRACTOR CHOOSES TO HAVE CONCURRENT VIBRATION PRODUCING ACTIVITIES AT MORE THAN ONE LOCATION ON THE CONSTRUCTION SITE, HE SHALL NOTIFY ENGINEER IN WRITING AT LEAST TWO WEEKS PRIOR TO THE COMMENCEMENT OF SUCH ACTIVITIES. ENGINEER MAY REQUIRE ADDITIONAL VIBRATION MONITORING INSTRUMENTS AT EACH LOCATION DEPENDING ON SITE PARAMETERS. 2. NO VIBRATION PRODUCING ACTIVITIES MAY BE STARTED UNTIL THE APPROPRIATE INSTRUMENTATION IS PROVIDED BY CONTRACTOR AND APPROVED BY ENGINEER. ALL VIBRATION INSTRUMENTS SHALL BE POWERED WITH RECHARGEABLE BATTERIES, AND CONTRACTOR SHALL SUPPLY EXTENSION GEOPHONE AND MICROPHONE CABLES SO THAT THE INSTRUMENTS CAN BE PLACED WITHIN STRUCTURES IF OUTSIDE TEMPERATURES DROP BELOW 32 DEGREES FAHRENHEIT. 3. ALL VIBRATION INSTRUMENTS SHALL BE SUPPLIED WITH CURRENT CALIBRATION DOCUMENTS AND SHALL BE RECALIBRATED ON APPROXIMATELY A SIX—MONTH USE INTERVAL. AT A MINIMUM, INSTRUMENT SPECIFIC CALIBRATION CURVES OF PEAK PARTICLE VELOCITY INPUT TO PEAK PARTICLE VELOCITY OUTPUT SHALL BE PROVIDED OVER THE SPECIFIED FREQUENCY RANGES AT BOTH 0.5 AND 1.0 IPS FOR EACH INSTRUMENT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUMENT MAINTENANCE. IF CONTRACTOR DOES NOT MAINTAIN A SUFFICIENT NUMBER OF INSTRUMENTS TO MONITOR THE BUILDINGS/STRUCTURES ADJACENT TO THE VIBRATION PRODUCING ACTIVITY, ENGINEER MAY DIRECT THAT ALL VIBRATION ACTIVITIES CEASE UNTIL A SUFFICIENT NUMBER ARE WORKING. RECORDING TAPE SHALL BE SUPPLIED BY CONTRACTOR AND AT LEAST A TWO —WEEK SUPPLY MAINTAINED. CONTRACTOR SHALL DESIGNATE AN INDIVIDUAL IN HIS ORGANIZATION OR UNDER CONTRACT TO HIM, WHO WILL BE RESPONSIBLE FOR INSTRUMENT COORDINATION. CONTRACTOR WILL BE RESPONSIBLE FOR PLACING THE INSTRUMENTS AT MEASURING LOCATIONS DESIGNATED BY ENGINEER, AND READING AND RECORDING THE PERTINENT VIBRATION EVENT DATA. CONTRACTOR WILL REPORT THE DATA TO ENGINEER AT THE COMPLETION OF EACH'VIBRATION EVENT. 5. THE AMPLITUDE/FREQUENCY VIBRATION MONITOR SHALL BE FOOT APPROVED. THIS INSTRUMENT SHALL BE CAPABLE OF MEASURING, RECORDING AND PRODUCING A HARD COPY OF THE FREQUENCY AND PEAK PARTICLE VELOCITY IN THREE MUTUALLY PERPENDICULAR AXES. ('VECTOR SUM' INSTRUMENTS ARE NOT ACCEPTABLE). THIS INSTRUMENT SHALL BE CAPABLE OF MEASURING LINEAR SCALE (DB—L) SOUND LEVELS. PUBLIC RELATIONS 1. CONTRACTOR IS REQUIRED TO HAVE BOTH LETTER AND PERSONAL CONTACT WITH RESIDENTS AND OWNERS OR OPERATORS OF THE BUILDINGS THAT ARE ADJACENT TO THE CONSTRUCTION AREA OR NEAR ENOUGH TO IT FOR GROUND VIBRATIONS FROM CONSTRUCTION OPERATIONS TO AFFECT THE PERSONAL PROPERTY, DISPLAYS OR MERCHANDISE OF THESE BUILDINGS. THIS CONTACT WILL BE MADE PRIOR TO THE BEGINNING OF ANY VIBRATION PRODUCING ACTIVITY. CONTRACTOR WILL FURNISH A LIST OF THOSE CONTACTED TO ENGINEER. 2. AS DESCRIBED ELSEWHERE IN THESE PROVISIONS, THE GROUND VIBRATION RESULTING FROM CONSTRUCTION WORK WILL BE MONITORED BY OTHERS. GEOTECH WILL MEASURE THE MAGNITUDE OF EACH VIBRATION EVENT WITH AT LEAST TWO VIBRATION INSTRUMENTS, GENERALLY LOCATED ADJACENT TO THE CLOSEST OR MOST CRITICAL STRUCTURES. RECORD KEEPING 1. CONTRACTOR SHALL MAINTAIN A LOG OF ALL VIBRATION —PRODUCING ACTIVITIES AT WHICH GROUND VIBRATIONS WERE MEASURED. THE LOG SHALL INCLUDE THE MAXIMUM PEAK PARTICLE VELOCITY AND ITS ASSOCIATED FREQUENCY, TYPE AND LOCATION OF THE VIBRATION PRODUCING EVENT, LOCATION OF THE GEOPHONES AND CLOSEST DISTANCE FROM THE VIBRATION —PRODUCING EVENT TO THE GEOPHONE(S). WHEN VIBRATION —PRODUCING ACTIVITIES ARE IN PROGRESS, CONTRACTOR SHALL SUBMIT DAILY REPORTS TO ENGINEER WHICH INCLUDE ALL THE VIBRATION LOG DATA FROM THAT DAY. THESE REPORTS SHALL BE SUBMITTED AT THE END OF EACH DAY, AND NO FURTHER VIBRATION PRODUCING ACTIVITY WILL BE ALLOWED UNTIL SUCH REPORTS ARE RECEIVED BY ENGINEER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL VIBRATION RECORDS PRODUCED BY THE VIBRATION INSTRUMENTS AND ATTACHING THEM TO THE CORRESPONDING BLAST LOG FOR SUBMITTAL TO ENGINEER AS PART OF THE DAILY REPORT. CONTRACTOR SHALL MAINTAIN A COMPLAINT LOG OF ALL VIBRATION RELATED COMPLAINTS, CONTACTS AND ACTIONS, AND SHALL FURNISH COPIES TO ENGINEER ON REQUEST. NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.220.4fi 01 www. C S M•E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS. AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS 1 s 3 4 s All DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO I1-X17' PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT /: ``��►11111/��Z, No.76910 �Q• STATE OF •�� i�� • F�ORIDP.•'•�� • � I I 1 ,.f3. CHARLES A DARDEN JR DATE ELORRIA REUM D PROFESSKNk ENGINEER NO. 76910 SHEFf NAME: VIBRATION CONTROL & MONITORING NOTES SHEET is S-2.1 MIXING AND CONVEYANCE 1. READY —MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN ACCORDANCE WITH ASTM C94. 2. SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301. 3. CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIAL 4. CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS. 5. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER STRUCTURE. CURING OF CONCRETE 1. ALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE 'AQUA RESIN" MEMBRANE CURING COMPOUND AFTER FINISHING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO APPLICATION OF ANY COATINGS OR FINISHES. 3. AN OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS FOR CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT NO ADDITIONAL COST TO THE OWNER. INSPECTION PLAN 1. GENERAL 1.1. ENGINEER SHALL REVIEW ANY WORK UNDERWAY, AS APPROPRIATE. ALL STRUCTURAL REPAIRS, INCLUDING REINFORCED CONCRETE REPAIRS AT EACH LOCATION REQUIRE SPECIFIC ENGINEERING INSPECTIONS AND APPROVALS. NON—STRUCTURAL WORK, SUCH AS STUCCO, OVERLAYS, WATERPROOFING, AND ALL NON —REINFORCED CONCRETE PLACEMENTS DO NOT REQUIRE INSPECTIONS AND APPROVALS AT EACH PHASE OF WORK, BUT WILL BE SUBJECT TO ONGOING ENGINEERING OBSERVATIONS AND APPROVALS DURING THE WORK. 1.2. CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 2 BUSINESS DAYS PRIOR TO ANY REQUIRED INSPECTION. 1.3. DURING THE ONSITE INSPECTIONS, ENGINEER SHALL REVIEW ANY WORK UNDERWAY, REGARDING WORK LOCATIONS, METHODS, SHORING, FORMS, SAFETY, PROPERTY PROTECTION, CONCRETE PLACEMENTS, PROPER CURING OF NEWLY PLACED CONCRETE, OWNER CONCERNS, OR ANY OTHER ITEMS AS APPROPRIATE. 1.4. CONTRACTOR'S SITE SUPERINTENDENT SHALL MAINTAIN A SET OF INSPECTION DRAWINGS AND SPREADSHEETS MARKED UP TO INDICATE THE CURRENT WORK STATUS. THESES SHALL BE AVAILABLE FOR REVIEW BY ENGINEER AND OWNER UPON REQUEST. 1.5. ENGINEER SHALL SUBMIT A WRITTEN REPORT TO THE BUILDING DEPARTMENT AT THE END OF CONSTRUCTION. 2. CONCRETE RESTORATION 2.1. ENGINEER SHALL IDENTIFY AND MARK OUT ALL AREAS TO BE INVESTIGATED AND / OR EXCAVATED BY CONTRACTOR PRIOR ANY EXCAVATION BEING PERFORMED. 2.2. EXCAVATION LIMITS: ENGINEER SHALL INSPECT AND APPROVE, AS REQUIRED, ALL LIMITS OF CONCRETE REMOVAL AND ALL STEEL REINFORCEMENT REPAIRS. ENGINEER SHALL VERIFY CONTRACTOR MEASUREMENTS AND APPROVE OR DISAPPROVE, AS REQUIRED, ALL CONTRACT CHARGEABLE QUANTITIES FOR ALL REPAIRS. 2.3. APPROVAL TO PLACE CONCRETE: ENGINEER SHALL INSPECT ALL AREAS PRIOR TO CONCRETE PLACEMENT AND GIVE APPROVAL, AS REQUIRED, FOR ALL CONCRETE PLACEMENTS. ENGINEER SHALL INSPECT ALL PREP WORK, INCLUDING FORMS, SHORING, SAFETY, STEEL BAR REPAIRS, SHEATHING INSTALLATION AND ANY ADJUSTMENTS TO EXCAVATION LIMITS. 2.4. PLACEMENT OF CONCRETE: ALL DESIGN MIX TRUCK PLACEMENTS OF CONCRETE REQUIRE ON SITE ENGINEERING AND SHALL BE INSPECTED BY ENGINEER DURING PLACEMENTS. APPROVAL OF DESIGN MIX PLACEMENT BASED ON SLUMP RESULTS, ENVIRONMENTAL CONDITIONS, ETC. SHALL BE AT THE DISCRETION OF ENGINEER. ENGINEER MAY ALSO REQUIRE INSPECTIONS OF BAG GOODS CONCRETE PLACEMENTS. 2.5. FINAL: ENGINEER SHALL INSPECT AND APPROVE, AS REQUIRED, THE COMPLETION OF ALL REPAIRS, INCLUDING ANY CORRECTION OR PUNCH LIST ITEMS FOR EACH WORK AREA AS APPROPRIATE. 3. ENGINEERING APPROVALS 3.1. ENGINEER SHALL APPROVE ALL WORK COMPLETED. 3.2. ENGINEER SHALL APPROVE OR DISAPPROVE, AS REQUIRED, SPECIFICATIONS FOR ALL CONTRACTOR —SUPPLIED MATERIALS AT LEAST 7 DAYS PRIOR TO PLANNED MATERIAL USE OR PLACEMENT. 3.3. ENGINEER SHALL DETERMINE ANY DISPUTES REGARDING REASONABLENESS OF REPAIRS INVOLVING STRUCTURAL INTEGRITY. NEW SEAWALL SYSTEM GRAND CANAL • SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 rmsm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 wwW. C S M-E. N ET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS 1 2 a 4 5 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 11'X17- PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY:CHARLES DARDEN SCALE: AS SHOWN PROJECT J: S ��G �,�CENS ��F i No. 76910 STATE OF •' �� At YO � � Ta 11► �•/3- CHARLES A DARDEN JR DATE RORIOA REGISTERED PROFESSI'JN' ENGINEER NO. 76910 SNELT NAME: CONCRETE RESTORATION NOTES 9N ET J: S-2.2 0 �-�ty� I ly� Y (�"V�,J1,10°4..1,�1 IO I '� .��f ""°-� , Dom-`• O�A 1p OJ At kit q�?. �''ty�.yy fir. III i ..� � }�� f� / •fir J / " - /�'/1 A J �� /.A' ,� pya o J �` '`i ,q �i' s`•`S"� '! -� .,1 �'� l� t—e ram % rl�� 7 E r'- 1 � 1 "� "J, �I -7..'E•;-11 II. AERIAL MAP - LOTS 1 050-1 067 NOT TO SCALE CENTERLINE OF CANAL B NEW PROPOSED 700' OUTBOARD A TRULINE HYBRID SEAWALL SYSTEM AND CLOSURE PER yl'-7 CONCRETE CAP PER SPECIALTY S-5TOP OF CAP TO MUDLIN SPECIALTY ENGINEER'STOP OF CAP TO ENGINEER'S SHOP DRAWINGSVARIES FROM 8'-0" TO 9'-i MUDLINE: 12'-0" SHOP DRAWINGS_\680.00 ® Qoo® EXISTING INBOARD CONCRETE SEAWALL TO REMAIN EXPANSION JOINTS PER DETAIL ON SHEET S-4 107RV 610606106061060 05105105T056 10551054 053 0505/1H0RH/ H 48 HOURS BEFORE DIGGING CALL TOLL —FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER RECOMMENDATION: WITHIN FIRST YEAR OF CONSTRUCTION, APPLY CORROSION INHIBITOR TO CONCRETE CAP AND THEN A CONCRETE SEALER. THIS SHOULD BE DONE EVERY 5 YEARS OR PER SPECIFICATIONS. NOTE: CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA OF CONSTRUCTION PRIOR TO START OF CONSTRUCTION. CALL SUNSHINE 811 BEFORE YOU DIG. N OTE: CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO COMMENCING WORK. NOTIFY ENGINEER OF ANY VARIATIONS PRIOR TO WORK. HAWAII DRIVE SEAWALL REPLACEMENT PLAN SCALE: 1/64" = 1'—O" 1050 RV 1 . RV SPECIALTY SHOP DR/ �•'' PER PLANS OD :'\, / /;-' /::: /�;:�':;�„' : ' :'';/:�"`:�\% i`�// \ /61 / 5 CONT. GALV. BARS PER PLANS a a a CD W #57 FDOT STONE & v . el v a° v 4 v e , v CLEAN SAND FILL BETWEEN SEAWALLS CD a' a Ell z C) w zw .0 = z N U �2 TRULINE HYBRID WALL SYSTEM WITH #3 GALV. STIRRUPS AT INTERNAL REINFORCEMENT PER 12" O.C. MAX. PER SPECIALTY ' 3 SPECIALTY ENGINEER'S SHOP DRAWINGS ENGINEER'S SHOP DRAWINGS ENLARGED SEAWALL CAP & PANEL PLAN VIEW SCALE: 3/4" = V-0" NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.220.4601 WWW,CS M•E. IN ET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT. THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, 6 PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, W WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 4F & NOTES & COMMENTS 1 2 s 4 s ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS, ALL SCALES INDICATED PERTAIN TO I1'X17' PLOTS DESIGNED BY:CRARLES DARDEN DRAWN BY. CHECKED BY:CHARLES DARDEN SCALE: AS SHOWN PROJECT If: �s A• DARp • No. 76910 jr z • STATE OF 0 i�� • FCORIDP.•'•G�=� CHARLES A ARDEN DATE R. R.111E1SD PROR[ -L ENgNE. N0. 76910 SHF.F7 NAPE: SEAWALL REPLACEMENT PLAN 9NED r. S-3 / EXISTING STRUCTURE TO REMAIN EXISTING TIE ROD & DEADMEN TO REMAIN. TO BE CLEANED AND COATED PRIOR TO INSTALLATION OF NEW CONCRETE CAP. WEEPHOLES TO BE DRILLED IN EXISTING CONCRETE WALL MIN. 6"- ABOVE MHWL AT 10'-0" O.C. MAX p MEAN HIGH WATER EL = -4.00 MFAN I OW WATER FI - -5 n .., LIMIT OF EXCAVATION :�.,;.; /..•. /\ \ CONTRACTOR TO VERIFY', �.�,,�"�\/j;:;'/�•�; \`.�i�yi��\; j\\/jam: \` \� /EXISTING CONCRETE ,, \`,, \/ PANELS TO REMAIN ,\ ��/\ N OTE: ENGINEER & CONTRACTOR TO LOCATE FINAL WEEPHOLE POSITION & SIZE PRIOR TO INSTALLATION. NOTE: CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE A AREARUCTION PRIOR TO START OF CONSTRUCTION.OF RUCTION REA OF TCALL SUNSHINE 8111 BEFORE YOU DIG. EXISTING CONCRETE SEAWALL SECTION SCALE: 1/4" = 1'-O" LESS TI UD CONT. NP-1 BEAD, MARINE OR EQUAL (BOTH SEAWALL PER PI C C FT T 1 Pl AI UTILITY COLLAR DETAIL SCALE: N.T.S. PIPE PENETRATIONS 12"0 OR LESS 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER NOTES: 1. EXPANSION JOINT TO BE INSTALLED AT EACH PROPERTY LINE AND AT CENTER OF EACH PROPERTY 2. MAXIMUM SPACING OF EXPANSION JOINT TO BE 55'-0" ON CENTER OR AS SHOWN ON SPECIALTY ENGINEER'S SHOP DRAWINGS I Lt La tinl u: - 1. ELASTOMERIC JOINT SEALANT)/2- DEEP 2. 1"0 CLOSED CELL BACKER -ROD 3. %" FOAM EXPANSION -JOINT FILLER 4. 8x - #8 x 20" LONG REBAR AT 9" O.C., EACH WAY, COMPLETELY COATED IN SEYMOUR GREEN REBAR EPDXY COATING #1-547. LEFT SIDE TO EMBED IN CONCRETE. RIGHT SIDE TO BE PAINTED WITH D-BOND COMPOUND AND COATED WITH GREASE. 5. SCHEDULE 80 I.D. 1-1/4" MIN.0" LONG TO RT A #8 REBAR EXPANSION JOINT DETAIL SCALE: 1' = V-0" SEAWALL F SEAWALL PER SLOPE TOP SURFACE AND SEAL JOINT AT 12'0 OR GRI UTILITY 1' BEVEL ALL CORNERS -TYP. SEAWALL PER PLAN'. TOP PIPE PENETRATIONS GREATER THAN 12'0 FRONT PIPE PENETRATIONS GREATER THAN 12'0 12'0 OR GREATER SECTION UTILITY COLLAR DETAIL SCALE: N.T.S. PIPE PENETRATIONS GREATER THAN 12.0 OTAL NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 r:. s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC ZOS SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.22 0.4 B 01 WWW. C S M-E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED. OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING. LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS 2 3 4 5 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO TI-X17' PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY:CRARLES DARDEN SCALE: AS SHOWN PROJECT J: \�XIIIIIT1/I�7� DARp ` PQ�: • �,\CENSF •. v�� V� • No. 76910 • � �_ �Q STATE OF • �� ORTDP.G�� i� •• .... O�I�IAjl1\\\ •r3• CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER N0. 76910 SHEET NAPE: SEAWALL DETAILS SHEET I: S-4 EXISTING STRUCTURE NEW REINFORCED TO REMAIN CONCRETE CAP PER SPECIALTY ENGINEER'S EXCAVATE BEHIND EXISTING SHOP DRAWINGS SEAWALL AS REQUIRED TOP OF EXISTING CAP EL = +0.00 2-110"--7r CONTINUOUS W5x15 OR EQUAL STEEL BEAM, Ig WASHER, AND NUT CONNECTED TO ANCHOR `-4 ROD AND ENCASED IN 3500 PSI CONCRETE , - FILLED CONTINUOUS SG-425 SHEETPILE PER SPECIALTY ENGINEER'S SHOP DRAWINGS MEAN HIGH WATER FI = _dlVl \\�\\EXISTIN - EXISTING STRUCTURE NEW REINFORCED TO REMAIN CONCRETE CAP PER SPECIALTY ENGINEER'S EXCAVATE BEHIND EXISTING SHOP DRAWINGS SEAWALL AS REQUIRED a TOP OF EXISTING CAP EL = +0.00 2'-10" --,' CONTINUOUS W5x15 OR EQUAL STEEL BEAM, N . 7 `- //:", \'. \:;\,•, / WASHER, AND NUT CONNECTED TO ANCHOR 6 ROD AND ENCASED IN 3500 PSI CONCRETE `� /�.<:•'".;<''� / ''•: :;! •: ,'' \' . /� :: / FILLED CONTINUOUS SG-425 SHEETPILE PER'7 SPECIALTY ENGINEER'S SHOP DRAWINGS o \/�\/\\/E GTE TIE' ROD &� \; " ',/ v MEAN HIGH WATER EL = -4.00 ST F TO REMAIN/ . /\� \ ' •:;:' �' / .�/' MEAN LOW WATER EL = -5.001 i, DEADMEN TO F ' '.'' NCASED PLASTIC RO ` D E ,`• �'' .`,` ;TUBING, LENGTH, & SPACING .�%>..\.%:•\%;� %\� .'PER SPECIALTY ENGINEERS : �\ r r ,TRULINE JET DRAIN / ''SHQP, DRAWINGS TRULINE JET DRAIN :;MIN. 6" ABOVE MHWL�\ `\ \ '\\\'•:\' c ;MIN. 6" ABOVE MHWL�\ MUD LINE EL = -8.00 TO -9.5 ;AT 10'-0" O.C. MAX /\/: \ /'\/ , NEW OUTBOARD TRULINE HYBRID \jAT 10'-0" O C. MAX \, •: / / \ WALL SYSTEM WITH INTERNAL .:\�.'` \` ' �' �'' ';'/` . '''' , I �. �, , ; c'.- \:: ANCHOR AT 30' •. / ; /\ . /\ ANCHOR AT 30'-35' / REINFORCEMENT PER SPECIALTY ''• \ \"'PER SPECIALTY ENGINEERS \` �/' - ' `: PER SPECIALTY ENGINEEF /..\� /.Z. IX .../a, ::�: .,'/ ,�� ,•. ENGINEER'S SHOP DRAWINGS \ , : , / \ , /•, SHOP DRAWINGS / PANEL LENGTH = 25' SHOP DRAWIM \/`./: `/,; /� •/;>...'� �",'':.%%:�:/EXISTING INBOARD OUTBOARD TRULINE \ \. \ ;CONCRETE PANELS /j\;;:' WALL SYSTEM WITH INTERNAL\\ / j\ :,;. AND CAP TO REMAIN,':.';:' j �� •\` REINFORCEMENT PER SPECIALTY.., ENGINEER'S SHOP DRAWINGS`,.:'; \ , PANEL LENGTH = 17'\,'-"\,,/' \% %j��ij �`;\; �\ ;' jai%� %`' `�` \j\\' `\ \' `' \j`\j; / • ;/ ,/BOTTOM Of PANEL EL - 17,33." /'','/\// �/. //`,.'/ -.' i�\,� - PROPOSED TRULINE SEAWALL SECTION A SCALE: 1/4" = 1'-O" NOTES: - ENGINEER & CONTRACTOR TO LOCATE FINAL WEEPHOLE POSITION & SIZE PRIOR TO INSTALLATION. - CONTRACTOR TO VERIFY ALL DIMENSIONS EXISTING INBOARD / ;• CONCRETE PANELS MUD LINE EL -1AND CAP TO REMAIN I` ROD ENCASED PLASTIC ING, LENGTH, & SPACING SPECIALTY ENGINEER'S \. \ / <. BOTTOM OF PANEL EL =-25.33.4\"/`% %/ :��.,• %�.'.;//•/' :%" /';'�//.�"%\ ";: PROPOSED TRULINE SEAWALL SECTION B SCALE: 1/4' = V-0" #3 GALV. STIRRUPS AT NEW 34"x11.5" CAP WITH KERF CUT TOP 4" OF 12" O.C. MAX. F(6)-#5 CONT. GALV. BARS EXISTING CONCRETE CAP PER SPECIALTY ENGINEER'S 2'-10" SHOP DRAWINGS SUNSHINE STATE ONE CALL . a, OF FLORIDA, INC a4. UNDERGROUND UTILITIES NOTIFICATION CENTER TRULINE VINYL/CONCRETE HYBRID a a I ' ° TY• a. \`\/ WALL SYSTEM WITH INTERNAL VERT. REINFORCEMENT PER SPECIALTY ENGINEER'S SHOP DRAWINGS d d a ° G d d 4 a. ° d ° d d V ENLARGED TRULINE PANELS SCALE: 1-1/2" = V-0" 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-452-4770 a CHAMFER ALL CORNERS ti;' NEW OUTBOARD TRULINE HYBRID WALL SYSTEM PER PLANS EXISTING CONCRETE INBOARD INTERNAL REINFORCEMENT SEAWALL PANEL PER PLANS VARIES PER SPECIALTY FDOT #57 STONE (3/4"0) ENGINEER'S SHOP DRAWINGS & CLEAN SAND PER PLANS ENLARGED CAP SECTION SCALE: 1" = V-0" NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 I==-sm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.220.4601 WWW.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING. LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS 1 2 4 5 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO II'X17' PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT 1: V? • No. 76910 STATE OF FtORIDP`.•'� •�� CHARGES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONA ENCWEER NO. 71111 SHEET Nw: SEAWALL SECTIONS SHEF I: S-5 CONSTRUCT AND MAINTAIN SILT FENCE BARRIER PER. FDOT INDEX No. 102 1067 H 1068 T 1ORO POST SOPTIONS: 2° X 4' OR 2 1/2 MIN. DIA. WOOD;STEEL 1.33 LBS/FT. MIN.) 1 4 CENTERLINE OF CANAL 700.00 1066 CONSTRUCT AND MA1 AAf H 1065 1064 1063 1062 1061 1060 1059 1058 1057 1056 1055 1054 1053 1V521051 1050 SILT FENCE BARRIER RFDOT INDEX No. 102RV H RV T H H RV T H T H T T H ZRVHAWAII DRIVE fr 1 4,' f DROP INLE 411341ATE EROSION CONTROL PLAN � ,•►;� SCALE: 1/64" = 1'-0- 0 e OPTIONAL POST POSITIONS PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) j FILTER FABRIC (IN —.►j CONFORMANCE WfTH SEC. 985 FDOT SPEC.) FILTER FABRIC SILT FLOW ELEVATION SECTIO NOTE SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). SEDIMENT/EROSION CONTROL FENCE SILT BARRIER F.D.O.T. STD. INDEX NO. 102 NOTES: 1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS ON —SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED BY CONTRACTOR. THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF —SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICABLE TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE TEMPORARY MEASURES SHALL NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL THAT MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEED. ih`I,IOCRMM&A RELAT1 MY RAT APMAISL PMS' N3 C• A7Eft E� ,,.:�. „na. .uu 7HM5W VAVC S:'=ORNANOFLWIS(NOT E3=0111 v"'Lr�' '► =w Oz C�7HC- NZWOD SHMI NOTAPPLYTO auu= CONCENTRATEO FLOWS, SUCH AS in S3REET \'\-.',m,7RT+W BALES S TAKM 0R13V-AVAYMEDVW& W,2 STAKM PM8ALE SMTO STAKED STA&I e" �JIfC. �blMEt135�� b rb Z OROPIroMTE SPECIFIYAPPLECATiCt g Vinyl SAeah4ed EAW Steel Cable (9800 Lbs. Breaking Sbcngm) With 0~12ed Connector& ( Toot Free Dlsca/neaf) Closed Calf Solid PMstic Foom Slatted PVC Connector Plpe FloWlon f 6' DIU. Egdv.) (12 Lb& (metal C61krr Reinforced) Closed Cell Solid PhWk Foam Per Ff. B&wgyx ,) Flotin fr Old. Epuiv, l 117 s PeFtBmq) 1PaIYWo RoAe f WO /b. Breaking l8 Oz. Nylon Reinforced o Nyhn Reinforced Sty) PVC Fabric (300 Pal rest) rFIF (300 psi mess PlateGahmlaed Churn Wlfh Lao! Grommets na i`GoHanhed Chal TYPE a 7rPE s o DE •5 Std. (Single Panel For Depths 5'or LlewJ. c" Dt -5' 51d, f Addrfronal Panel For Depths > 51). Curtain To Reach Bottom Lip To Depths, Of 10 Feet. Two f 2) Panels To Be Used for Depths Greater Than 10 Feet Unless Special Depth Curlalns SpeolfkaW Call For In The Plats Or As Detarmined By The Engineer. N077CEE COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGhM ,ANY JNFANGEMENT ON THE PROPRIETARY RIGHTS OF THE DESR,WER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SIBSTITUTIONS FOR TYPES I AND Z SHALL BE AS APPROVED BYTHHE�'ENGINEER. FMA77AG M/WN aVMEN NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 rm M ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 172-220.4601 WWW. C S M-E.N ET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED. COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDES, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND 15 NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS 1 2 a 4 5 All DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 11'X17' PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY:CHARLES DARDEN SCALE: AS SHOWN PROJECT I: �S A•• DA6 ,•�� QQ�'•\.xCENgj No. 76910 -_ •!(/� STATE OF 0 i��C`•�'• •�� •13� CHARLES A DAR EN JR DATE FLORNI REM'UED PRDTE551OWY ENONEER N0. I— SXEET NAME: EROSION CONTRO PLAN sIm 1: S-6 1 tae"Inh ovative ttylirid liee y fd ri • • • Units �B+QQde '®� Factored p . , _M '..tCa 951-es SeeJeWes 1,4 anlJ 7 rAth],1-t:ind krebar. forte Bending Stiffness tie_ tables 2 $-and eP ,+rit C 2 and d' rebgr• for tiara Fce:tor`.ecl Shear Capccitie'sE SeetQbles 3, 0no 9 for dca a • • Uneta_ 800Senes` :ft • Ips%fi: •. Alldivabie,A6rnent; dopareor' -, ,427 Allowcble Shear" IV14 6,31 Se cton.��odulus -theoretical ..... M 3 in Ift 34 ,.apparent' 1•d.b Nlonient of literlid INiheoretical in!�ft 1.36 i-appogee 66 IJ-Channel Section De _ . _ _. . � .pih Units 800tSeries in 8 U,Chdnnel Set:tiori Width in 12 Nominal.Thickness" in 0.27 Weight Ibsjt 7.1 Modulus. bf ElastidV psi 380,000 Tensile Strer�gt{t ps 6;300 Design Strength°i° psi 3,200 ImpactStfength in -'Its 850.2 AAatedal: Proven, durable co -extruded rigid vinyl material formulated for exterior weatherability and high impact resistance. The.outer layer is a W-resistam virgin vinyl compound: The inner layer is post-industrial recycled vinyl: See page 5 for recycled data. =No TuarninTyofarrykeidrs lice 3tdtnbilTty ofTrufirae JFxapmria7m� ,.a,rionarllremvitsoblarrdtFtzmfibm: G7�AanFt6pm�ssiarsm!�iri€rr. k�. EI�GINEEt�II�GPIC.IF�CA'�1015 C. The tables that deieitahed from`;eonlwdar' ustng:6Pile 201-2 softWare, determmed when the mazin ectual.lob tflOrlllill Faelored sheart6paa,y'is nominal.shear1. 4 apaoty-oi�ihe'oonaeie=and ;ibe Trullne:.form" redueed 6y. a -strength Tiedudiori�fratlor oft).75. Per,ACl 31:8' d8 Seclion:l ,A.&A shear reinforang;sieeYis noilypically required by;7he TruLne system since the section depth is less,ihan I Q t e a 1 M f nch s:. nd he;.wallstypically hove sheor,locdg.,�+ell und..or- 1dad'dktb6W,this 11hreshold,:ritini riumshearrefnfoicfng steelShould be 'added.per.,A0-319-09 standard. -Based an'full scale performcrice cast b� i4rchitQctural..Testing,,lnc. Report'#70:17�1:41.1.22 44x<not tliL:oreticaJ cala,lations (page 8). Trulines allowable r6oinerd,16i applications not filled with rein- forced.concrete,is based;on section -properties that w.ere:detee--: mined using full scale performanceiesting"rather than iheoreiicol calculailons;'This fs a conservative approach 1hoi o�nts fqr it e visrnelastic.behavior of -the material that determines=:itsmedtanicol properhes.it resuhs in a value 14at ihe. design-engmeermn be confidentIn without op plying excessive foclors-of safely- " All pile sections;must be filled with gravel or othermoterial such as. soil, -sand, pebble, etc to -,ensure the web is fullysupported:and the shear load is transferred from ;flonge Jo-fldnge: by the:fdl: material. Shear load must be•opplied 1 y confinuous beam oi• :woler on ihL% face of the w61L i I (theoretical) is. moment of inertia as calculated for the shape and adjusted to' a per fool bosis: a I (apparent) is,: moment of inertia determined experimemally by o full scale iest and measuring the: defledion''of the wall. This is .the, value for moment of inertia that would; predictihe deflections that we`re measured across a range of known loads. This number is also adjusted to :a per foot basis: Based on published data by U3 Army Carps of Engineers Report #ERDC/CARREL LR-03-19 For'mmparative purposes, the total malarial wall thickness listed should be doubled due to the Truline double wall design. TRULINE HYBRID SEAWALL SYSTEM NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETTLES ISLAND 9803 S. OCEAN DRIVE 'Shot-9dirdf JENSEN BEACH, FL 34957 `Sjmthmic'81iwt.HIIug SG-425 Allovlfable`Moment (M); n 88~81 'ft lb/ftT l b�9irk rn/m s . u riSeictiionuMod lus Z 14 3.'in tf 769 _em m-,. Moment of'Inect'a (I). ° v 5°71n�lft" °' 7i784 cmA/m:m t r Im act.5 ten th 13 75Q.1, °lbs` iri2' .` ,-„tt.�, n l 2 40 N rnrri rnrn2` `. ` Thickness (t)f .. k_,=ro.. b 285 in ,. ., 7 2 mTn rt* a Section Depth _ a 8�0 - _ 203 rnrn E S,eetion Width 24`in 6l0 m rn Material - Weatherable Rlgid'Vnyl - Standard ,Colors -Gre • Technolo Box Pro lie;, I-BeamoLock,XCR, Standard; Packaa"inn g- 9. 20."sheefi"s bundle. a /. SHOREGUARD WALE / TIE -ROD SUPPORT I== = M ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING] LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.220.4601 www. C S M-E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING. U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 NOTES & COMMENTS i z s 4 s ALL DIMENSIONS SHALL BE VERIFED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 11'817' PLOTS DESIGNED BY:CRARLES BARDEN DRAWN BY: CHECKED BY:CHARLES DARDEN SCALE: AS SHOWN PROJECT /: `�111111III/// DA No. 76910 Q • STATE OF i��S'•.FCORIDP`. '•• �� CHARLES A DARDEN JR DATE FLORIDA REM7 RED PROFES90HA'. ENGMIER NO. 76910 SHEET N,NE: MATERIAL SPECIFICATIONS SHEE is S-7 CLFF�1�t��N�N=YEL�lAWi1NG 00REtE CURS &'SEAL _�:;$�2li�;:CDi1t� �;i+L7.71CdEg6 j72',V.EfS:•.: .. _•:TE:Lid�1 ��AC!�1IfP.d.�COnL�E�E: i►i�gt�gj�cDtorec7'r,6ncte�e;'-;I)sanaTef�Fays^ TypicaL�iLgine�ririg'Data ' 17��'�01�6t1'ijJ1�L�'jIJ�]fE:Z�E3�i6pEd:llhd�Tl9�fQi�3tSG�1d►bQ+JL::� Otyuig'� #�eoo�;..., 4Yo;,24:tioirs . co3trzffiG...-w._ voo'bm Alt— i 48 aur: szu _ e7t00 So7tiance zr =:-n-!n?7 �Ra.�anre#oyr�iipnr#ngimratiilTdre. E '��ots�ue7��l►'S3�A��.356�_. ;;c0�i`(igJim- 'K�1,kcamer�efeor�iempera�ir�'ai��arls jni:hvmidr�j!tTvmdy�r>gtvn . :ct~A4�s�->:cp�ag�a,m � gal {s-a L�coritameis agar-(�89Zjis. ar►a 55�at [dos �}arw�.s '3'Yeafs:eTi_otl ' - ed=cvPgr'. :.Se�nnii mat-,:.:°:�:�:�� •fig iiDYREJ3fj4' 4YJ71Yatyfl!WAi1163�iB'T3i8S�CpE►JWAy-.011 �7;f2C��%DlDS1�jI2R��E7Cfl7iB. CONCRETE SEALER - NOT REQUIRED RECOMMENDED MAINTENANCE 1 YEAR AFTER SEAWALL I5 INSTALLED Ong, hil}afing, ,, iri�pr��gNafiion .. Ee . _ CORROSION INHIBITOR - NOT REQUIRED RECOMMENDED MAINTENANCE 1 YEAR AFTER SEAWALL IS INSTALLED NEW SEAWALL SYSTEM GRAND CANAL - SOUTH SIDE NETRES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 r7. rn m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2138 SW OCEAN BOULEVARD STUART, FL13RIDA 34994 772.220.4601 www.CSM•E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT 10 BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS. AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT C2020 NOTES & COMMENTS 1 2 a 4 S All DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO II•X17• PLOTS DESIGNED BY:CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT g: DA No. 76910 STATE OF .�CORIDp`.•' DARDEN JR DATE :EO PROTESSIOW ENGNEER N0. 76910 SNFFi NNE: MATERIAL SPECIFICATIONS SHEEP 1: s-7.1