ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Revised_Planset.pdf
PDF 36 MB Posted
- Attached to
- Russell Harber Dock Replacement State and local contract opportunity
- Solicitation number
- ITB-2025-06
- Issued by
- Florida
About this file
The document is an Invitation to Bid (ITB-2025-06) engineering planset for the Russell Harber Dock Replacement project, prepared by AMI Consulting Engineers for the City of Milton, Florida, and funded through FEMA (Project Number 160536). The project involves comprehensive dock infrastructure rehabilitation at Russell Harber Park, requiring complete demolition and replacement of existing dock infrastructure, including removal of wooden piles and installation of new composite pile-supported floating dock sections. Specific deliverables include two new 30' x 6'6" dock sections manufactured with welded aluminum frames, six 55' x 13" composite piles, and reuse of the existing aluminum gangway. The project documents outline detailed technical specifications, site conditions, and installation requirements, with a bid due date of June 5, 2025, and initial project posting on May 4, 2025.
The engineering planset indicates a professionally managed infrastructure restoration project requiring specialized marine construction expertise, with contractors needing to demonstrate technical proficiency in dock replacement and familiarity with FEMA-funded recovery initiatives. While specific budget allocations are not explicitly stated, the comprehensive scope suggests a substantial investment, including demolition, new infrastructure installation, and strict environmental management protocols. The project mandates adherence to ASTM International, Florida Department of Transportation, and American Welding Society guidelines, with environmental considerations including floating turbidity barriers, silt fencing, and marine life protection measures. The documents do not specify explicit set-aside designations or mention incumbent vendors, but follow standard municipal bidding procedures that typically encourage diverse contractor participation.
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Text version
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GOVERNING SPECIFICATIONS
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SHEET INDEX
DESIGN FIRM
OWNER
CITY OF MILTON, FLORIDA
6738 DIXON STREET
MILTON, FL 32572
CITY MANAGER
ED SPEARS
ESPEARS@MILTONFL.ORG
(850) 983-5410
PUBLIC WORKS DIRECTOR
JOE COOK
JECOOK@MILTONFL.ORG
(850) 983-5419
G1.0 COVER SHEET
C0.0 GENERAL PROJECT NOTES
C1.0 EXISTING CONDITIONS
C1.1 SIDE SCAN SONAR SURVEY
C1.2 EXISTING CROSS-SECTION
C2.0 PROPOSED CONDITIONS
C2.1 PROPOSED CROSS-SECTION
C2.2 PROPOSED DETAILS
C2.3 SAMPLE PHOTOGRAPHS
C3.0 EROSION CONTROL PLAN
RUSSELL HARBER PARK
RUSSELL HARBER ROAD
MILTON, FL 32583
SITE IMAGE
DOCK REPAIR/ REPLACEMENT
FEMA PROJECT NO. 160536
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AMI CONSULTING ENGINEERS, PA
3298 SUMMIT BLVD., UNIT 22
PENSACOLA, FL 32503
ENGINEER-OF-RECORD
ZAC MORRIS, PE
ZAC.MORRIS@AMIENGINEERS.COM
COASTAL ENGINEER
RYAN DAGGER, PE
RYAN.DAGGER@AMIENGINEERS.COM
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AutoCAD SHX Text THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CURRENT EDITION OF THE CITY OF MILTON, FL PUBLIC WORKS MANUAL SHALL GOVERN.
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PROJECT SITE
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MILTON
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PENSACOLA
AutoCAD SHX Text SURVEY LAYOUT INFORMATION COORDINATE SYSTEM: US STATE PLANE 1983 - FL NORTH DATUM: NAD 1983 GEOID: G18 VERTICAL DATUM: MEAN LOWER LOW WATER BENCHMARK HELD: NGS BENCHMARK P 165 N: 601612.43 SFT E: 1184115.14 SFT Z: 75.80 SFT MLLW
AutoCAD SHX Text STATE LAW: TWO BUSINESS DAYS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK.
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COMPOSITE PILES
PERMITS
GENERAL
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RIPRAP AND STONE
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- ALL COMPOSITE PILES SHALL BE 13" SEAPILE 13SP8F08 OR APPROVED EQUIVALENT. ALL COMPOSITE PILES SHALL BE 13" SEAPILE 13SP8F08 OR APPROVED EQUIVALENT. - CONTRACTOR SHALL FOLLOW ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION CONTRACTOR SHALL FOLLOW ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION SHALL FOLLOW ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION SHALL FOLLOW ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION FOLLOW ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION FOLLOW ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION ALL MANUFACTURER STORAGE, HANDLING, AND INSTALLATION MANUFACTURER STORAGE, HANDLING, AND INSTALLATION MANUFACTURER STORAGE, HANDLING, AND INSTALLATION STORAGE, HANDLING, AND INSTALLATION STORAGE, HANDLING, AND INSTALLATION HANDLING, AND INSTALLATION HANDLING, AND INSTALLATION AND INSTALLATION AND INSTALLATION INSTALLATION INSTALLATION RECOMMENDATIONS. - CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL LOCAL PERMITTING REQUIRED OUTSIDE OF THE FWC, CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL LOCAL PERMITTING REQUIRED OUTSIDE OF THE FWC, USACE, CITY, COUNTY, OR TOWNSHIPS NECESSARY BEFORE THE START OF THE PROJECT. - CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL PERMITS AND WORK RESTRICTIONS SET FORTH BY CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL PERMITS AND WORK RESTRICTIONS SET FORTH BY EACH PERMITTING AGENCY.
- EXISTING WATER ELEVATIONS MAY VARY THROUGHOUT THE DURATION OF THE PROJECT. VARIATIONS ARE GENERALLY DUE TO ENVIRONMENTAL CHANGES, I.E. TIDES, RAINFALL, WIND, RUNOFF, PRESSURE, AND CYCLICAL CHANGES IN WATER LEVELS. - ALL PLAN DIMENSIONS ON THE DRAWINGS ARE MEASURED IN A TRUE HORIZONTAL PLANE UNLESS NOTED OTHERWISE. - ALL MATERIALS AND INSTALLATION MUST MEET THE SPECIFICATIONS LISTED IN THE GENERAL PROJECT NOTES. - NEW OPENINGS, VOIDS OR SLOPE FAILURES NOT SHOWN IN THE CONSTRUCTION DOCUMENTS CAUSED BY EROSION SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE WORK. - PLANS, SECTIONS, AND DETAILS SHALL NOT BE SCALED FOR DETERMINATION OF SIZE, QUANTITIES, LENGTHS, ETC. - THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SHORING, BRACING, ETC DURING CONSTRUCTION. - CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ANY AND ALL STREETS, UTILITIES, EXISTING STRUCTURES, EQUIPMENT, ETC. - CONTRACTOR IS RESPONSIBLE TO FOLLOW ALL LOCAL, STATE, & FEDERAL PERMIT REQUIREMENTS AT ALL TIMES. - EXISTING CONDITIONS, RELATED DIMENSIONS, ELEVATIONS INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE FIELD VERIFIED AS SITE CONDITIONS MAY HAVE CHANGED SINCE LAST INSPECTION BY ENGINEER. ANY VERIFIED CONDITIONS THAT DIFFER FROM THAT INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO STARTING WORK. - WHERE A SPECIFIC MODEL, MANUFACTURER, OR GEOMETRIC SIZE/SHAPE OF AN ITEM ARE IDENTIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE MODEL, MANUFACTURER, OR GEOMETRIC SIZE/SHAPE IDENTIFIED ARE THE BASIS OF THE DESIGN. ITEMS OF OTHER MODEL, MANUFACTURER, OR GEOMETRIC SIZE/SHAPE OF EQUAL DESIGN WHICH ARE ACCEPTED BY THE ENGINEER THAT REQUIRE ANY ADDITIONAL DRAWINGS, ENGINEERING DEVIATIONS, OR CONSTRUCTION/QUANTITY CHANGES ARE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ALL ASSOCIATED COSTS. - THE ACCURACY OF ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES ARE NOT GUARANTEED AND NOT INCLUSIVE. FIELD CONDITIONS SHALL BE VERIFIED PRIOR TO ANY EXCAVATION. - THE GENERAL COASTAL NOTES GIVEN IN THE CONSTRUCTION DOCUMENTS MAY NOT BE INCLUSIVE TO THE ENTIRE PROJECT. SEE FULL PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. - COASTAL EROSION PROTECTION STRUCTURES SUCH AS CONCRETE RETAINING WALLS AND STONE COASTAL EROSION PROTECTION STRUCTURES SUCH AS CONCRETE RETAINING WALLS AND STONE REVETMENTS ARE TYPICALLY DESIGNED FOR A 40 TO 50-YEAR DESIGN LIFE. IT IS IMPORTANT TO RECOGNIZE THAT THIS ASSUMPTION IS NO GUARANTEE THAT THE COASTAL STRUCTURE WILL LAST FOR ITS INTENDED DESIGN LIFE AS WEATHER CAN BE UNPREDICTABLE. A STORM EVENT THAT EXCEEDS THESE SELECT DESIGN CONDITIONS MAY OCCUR IN ANY GIVEN YEAR BUT SHOULD NOT ALWAYS BE USED AS A DESIGN CONSTRAINT. IN ORDER TO DETERMINE APPROPRIATE DESIGN CRITERIA, RISK OF FAILURE MUST BE ASSESSED ON A LEVEL THAT ACCURATELY REPRESENTS THE EXISTING COASTAL ENVIRONMENT, THE CONSEQUENCES OF A STRUCTURE FAILURE, AND ALSO ALLOWS FOR COASTAL DEVELOPMENT WITHIN REASONABLE RISK TOLERANCES. - CODES AND SPECIFICATIONS CODES AND SPECIFICATIONS ALL DESIGN, UNLESS OTHERWISE NOTED, ARE IN ACCORDANCE WITH THE FOLLOWING: I. LOCAL & STATE CODES FOR WHICH THE PROJECT IS ERECTED LOCAL & STATE CODES FOR WHICH THE PROJECT IS ERECTED II. INTERNATIONAL BUILDING CODE (IBC) INTERNATIONAL BUILDING CODE (IBC) III. ASCE STANDARD 7 ASCE STANDARD 7 IV. FDOT STANDARD SPECIFICATIONS FDOT STANDARD SPECIFICATIONS - RIPRAP SHALL MEET REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 530-2.1.3.1 - RUBBLE (BANK AND SHORE PROTECTION). - PROVIDE SOUND, HARD, DURABLE RUBBLE, FREE OF OPEN OR INCIPIENT CRACKS, SOFT SEAMS, OR PROVIDE SOUND, HARD, DURABLE RUBBLE, FREE OF OPEN OR INCIPIENT CRACKS, SOFT SEAMS, OR OTHER STRUCTURAL DEFECTS, CONSISTING OF BROKEN STONE WITH A BULK SPECIFIC GRAVITY OF AT LEAST 2.30. ENSURE THAT STONES ARE ROUGH AND ANGULAR. - BEDDING STONE SHALL MEET REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 530-2.1.4. - USE BEDDING STONE OF EITHER A DURABLE QUALITY LIMESTONE OR OTHER QUARRY RUN STONE, WITH A BULK SPECIFIC GRAVITY OF NOT LESS THAN 1.90 AND THAT IS REASONABLY FREE FROM THIN, FLAT AND ELONGATED PIECES. ENSURE THAT THE BEDDING STONE IS ALSO REASONABLY FREE FROM ORGANIC MATTER AND SOFT, FRIABLE PARTICLES. - GEOTEXTILE SHALL BE A PERVIOUS SHEET OF PLASTIC YARN NON-WOVEN INTO A UNIFORM PATTERN WITH GEOTEXTILE SHALL BE A PERVIOUS SHEET OF PLASTIC YARN NON-WOVEN INTO A UNIFORM PATTERN WITH DISTINCT AND MEASURABLE OPENINGS. IT SHALL BE RESISTANT TO ULTRA-VIOLET AND/OR HEAT IT SHALL BE RESISTANT TO ULTRA-VIOLET AND/OR HEAT EXPOSURE. - GEOTEXTILE SHALL MEET REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 514 AND DESIGN GEOTEXTILE SHALL MEET REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 514 AND DESIGN STANDARDS INDEX 199. - GEOTEXTILE SHALL HAVE EXTREMELY HIGH STRENGTH CHARACTERISTICS, BE ROT PROOF, MILDEW PROOF, GEOTEXTILE SHALL HAVE EXTREMELY HIGH STRENGTH CHARACTERISTICS, BE ROT PROOF, MILDEW PROOF, AND COMPLETELY UNAFFECTED BY MOISTURE AND EXCELLENT RESISTANCE TO ACIDS AND ALKALIS. - THE NON-WOVEN GEOTEXTILE SHALL MEET THE MINIMUM REQUIREMENTS: THE NON-WOVEN GEOTEXTILE SHALL MEET THE MINIMUM REQUIREMENTS: ASTM D4632: GRAB TENSILE STRENGTH (LBS) 425 MIN 425 MIN ASTM D4632: ELONGATION AT BREAK 50% MIN 50% MIN 50% MIN ASTM D4533: TRAPEZOIDAL TEAR STRENGTH (LBS) 155 MIN 155 MIN ASTM D6241: CBR PUNCTURE STRENGTH (LBS) 1200 MIN 1200 MIN ASTM D4355: 500 HOUR UV RESISTANCE 80% MIN 80% MIN ASTM D4751: AOS (U.S. STANDARD SIEVE) 100 100 ASTM D4491: PERMITTIVITY (SEC ) 0.7 MIN -1) 0.7 MIN 0.7 MIN ASTM D4491: WATER FLOW RATE (GPM/SF) 50 MIN 50 MIN - GEOTEXTILE SHALL BE PLACED AT THE LOCATIONS AS SHOWN ON THE DRAWINGS. GEOTEXTILE SHALL BE PLACED AT THE LOCATIONS AS SHOWN ON THE DRAWINGS. - THE CLOTH SHALL BE LAID LOOSELY BUT WITHOUT WRINKLES OR CREASES. THE CLOTH SHALL BE LAID LOOSELY BUT WITHOUT WRINKLES OR CREASES. - THERE SHALL BE A MINIMUM OVERLAP OF 2 FEET. THERE SHALL BE A MINIMUM OVERLAP OF 2 FEET. - ALL CLOTH DAMAGED DURING INSTALLATION OR DURING PLACEMENT OF STONE SHALL BE REPLACED BY ALL CLOTH DAMAGED DURING INSTALLATION OR DURING PLACEMENT OF STONE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
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AutoCAD SHX Text EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING SPOT ELEVATION TREE LINE MEAN LOWER LOW WATER LINE MEAN HIGH WATER LINE (1.46' ABOVE MLLW) DECIDUOUS TREE EXISTING RIPRAP EXISTING CONCRETE EXISTING BITUMINOUS EXISTING CONCRETE MAT
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1. CONTRACTOR WILL VISIT THE SITE TO UNDERSTAND THE SCOPE OF CONTRACTOR WILL VISIT THE SITE TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND REPORTS, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. EXISTING TOPOGRAPHIC AND BATHYMETRIC DATA TAKEN FROM SURVEY EXISTING TOPOGRAPHIC AND BATHYMETRIC DATA TAKEN FROM SURVEY BY AMI CONSULTING ENGINEERS, PA DATED 01/16/2024. PROPERTY AMI CONSULTING ENGINEERS, PA DATED 01/16/2024. PROPERTY DATED 01/16/2024. PROPERTY 01/16/2024. PROPERTY . PROPERTY LINES AND SHOWN UTILITIES ARE SHOWN AS APPROXIMATE LOCATIONS ONLY AND SHALL BE FIELD VERIFIED PRIOR TO OR DURING CONSTRUCTION. CONTACT ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. 3. ALL ELEVATIONS ARE IN FEET AND ARE REFERENCED TO THE USACE ALL ELEVATIONS ARE IN FEET AND ARE REFERENCED TO THE USACE DEFINED MEAN LOWER LOW WATER (MLLW) DATUM. MLLW IS THE AVERAGE OF THE LOWER LOW WATER HEIGHT OF EACH TIDAL DAY OBSERVED OVER THE NATIONAL TIDAL DATUM EPOCH. 0.0 FEET MLLW = 0.48 FEET NAVD88 AT THIS SITE. 4. CONTOURS ARE REPRESENTATIVE OF A TOTAL OF 9,665 SOUNDINGS CONTOURS ARE REPRESENTATIVE OF A TOTAL OF 9,665 SOUNDINGS AVERAGED INTO TWO SQUARE FOOT REPRESENTATIVE AREAS. 5. RIPRAP AREA COORDINATES WERE RECEIVED FROM THE CITY OF MILTON, DATED 8/15/2023. 6. BLACKWATER RIVER IS APPROXIMATELY 700 FEET WIDE AT PROJECT BLACKWATER RIVER IS APPROXIMATELY 700 FEET WIDE AT PROJECT AREA. 7. EXISTING DOCK SHOWN IN CURRENT LOCATION AS OF SITE SURVEY, EXISTING DOCK SHOWN IN CURRENT LOCATION AS OF SITE SURVEY, DATED 01/16/2024. DOCK IN ORIGINAL LOCATION, AS INSTALLED BEFORE HURRICANE DAMAGE, CALCULATED OVER-WATER IMPACT AREA = 498 SQUARE FEET.
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BLACKWATER RIVER WIDTH APX. 700'
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EXISTING TIMBER PILES TO BE REMOVED
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EXISTING DOCK
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EXISTING ALUMINUM GANGWAY
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BOAT RAMP
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BOAT RAMP
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CONCRETE MATS
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CONCRETE MATS
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FRENCH DRAIN
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PROTECT EXISTING LIGHTS AND SIGNAGE
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PROTECT EXISTING LIGHTS AND SIGNAGE
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PILE MISSING AS OF 12/4/2024 SITE VISIT
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STORAGE LOCATION OF EXISTING 30' DOCK SECTION
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SALVAGE SUITABLE RIPRAP AND STOCKPILE ONSITE FOR REUSE
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SALVAGE SUITABLE RIPRAP AND STOCKPILE ONSITE FOR REUSE
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POSSIBLE STOCKPILE LOCATION
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POSSIBLE STOCKPILE LOCATION
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ANY FAILED PILES FOUND ON RIVERBED TO BE REMOVED
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FAILED 30' PILE LYING ON RIVER BOTTOM
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EXISTING TIMBER PILES
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1. BACKGROUND DRONE AND SIDESCAN SONAR IMAGERY WAS TAKEN BY BACKGROUND DRONE AND SIDESCAN SONAR IMAGERY WAS TAKEN BY AMI CONSULTING ENGINEERS, PA DATED 01/16/2024. DO NOT SCALE DATED 01/16/2024. DO NOT SCALE 01/16/2024. DO NOT SCALE . DO NOT SCALE DIMENSIONS OFF BACKGROUND IMAGERY.
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PILE MISSING AS OF 12/4/2024 SITE VISIT
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DATED: AUGUST 14, 2023
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EXISTING 30' X 10" WOOD PILES, TYP.
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EMBEDMENT DEPTH APPROX. 6'
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ALUMINUM DOCK
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ALUMINUM GANGWAY
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WOOD RAMP
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TIMBER PILE
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FLOATING DOCK
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GANGWAY
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EXISTING RIPRAP AREA
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PILE MISSING AS OF 12/4/2024 SITE VISIT
AutoCAD SHX Text FOAM-FILLED HDPE DOCK FLOATS 35"W x 47"L x 12"T INSTALLED IN PAIRS
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DATED: JANUARY 17, 2024
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EXISTING RIPRAP AREA
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AutoCAD SHX Text 50'-0"
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AutoCAD SHX Text 6'-6"
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10'-0" MAX.
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10'-0" MAX.
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SCALE IN FEET
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ESTIMATED QUANTITIES
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NEW RIPRAP
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120 CY
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AutoCAD SHX Text EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR MEAN LOWER LOW WATER LINE MEAN HIGH WATER LINE (1.46' ABOVE MLLW) NEW RIPRAP RIPRAP BOTTOM ELEVATION RIPRAP TOP ELEVATION
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AutoCAD SHX Text NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE BEFORE WORK BEGINS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL, AND WASTE MATERIAL TO BE GRADED, IMPORTED, EXPORTED, OR OTHERWISE HANDLED. ALL ASSOCIATED COSTS FOR IMPORT, EXPORT, AND WASTE SHALL BE INCLUDED IN THE BID PRICE. 3. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. 4. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. 6. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AT NO ADDITIONAL COST TO OWNER. 7. SEE SPECIFICATIONS FOR COMPLETE FLOATING DOCK AND COMPOSITE SEE SPECIFICATIONS FOR COMPLETE FLOATING DOCK AND COMPOSITE PILE REQUIREMENTS. 8. NEW RIPRAP AND BEDDING STONE SHALL MEET REQUIREMENTS OF NEW RIPRAP AND BEDDING STONE SHALL MEET REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 530 AND PROJECT SPECIFICATIONS. 9. SALVAGE AND REUSE SUITABLE EXISTING RIPRAP. PROVIDE SALVAGE AND REUSE SUITABLE EXISTING RIPRAP. PROVIDE GEOTEXTILE FABRIC AND 6" LAYER OF BEDDING STONE BELOW RIPRAP. 10. INSTALL PROTECTED MARINE LIFE SIGN AND MONOFILAMENT INSTALL PROTECTED MARINE LIFE SIGN AND MONOFILAMENT RECYCLING BIN PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. SEE DETAIL 4/C2.2 FOR EXAMPLE SIGN.
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BOT 2.0
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TOP 5.0
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CENTER OF PILE LOCATIONS
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PILE NO.
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NORTHING (SFT)
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EASTING (SFT)
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AutoCAD SHX Text 600662.77
AutoCAD SHX Text 1171729.96
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AutoCAD SHX Text 600681.45
AutoCAD SHX Text 1171706.43
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AutoCAD SHX Text 600698.90
AutoCAD SHX Text 1171684.47
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AutoCAD SHX Text 600692.28
AutoCAD SHX Text 1171679.18
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AutoCAD SHX Text SEE SPECIFICATIONS FOR PILE DRIVING TOLERANCES. CONTRACTOR IS TO CONFIRM ALL PILE LOCATIONS PRIOR TO INSTALLATION.
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NEW 55' X 13" COMPOSITE PILES, TYP. 6
AutoCAD SHX Text TWO NEW 30' x 6' 6" DOCK SECTIONS TO MATCH EXISTING
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REUSE EXISTING ALUMINUM GANGWAY
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NEW PILE TO DOCK CONNECTIONS TO MATCH EXISTING
AutoCAD SHX Text PROTECT EXISTING TREES AND ROOTS DURING CONSTRUCTION. COORDINATE RIPRAP INSTALLATION AROUND TREES WITH ENGINEER.
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INSTALL PROTECTED MARINE LIFE SIGN AND MONOFILAMENT RECYCLING BIN. SEE 4/C2.2.
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PROPOSED DOCK OVER-WATER IMPACT AREA = 498 SF
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TOE OF RIPRAP TO FOLLOW EXISTING RIPRAP +/- 1 FOOT. SEE DETAIL 2/C2.1.
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TOE OF RIPRAP TO FOLLOW EXISTING RIPRAP +/- 1 FOOT. SEE DETAIL 2/C2.1.
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2'-6" MIN.
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NEW 55' X 13" COMPOSITE PILES, TYP. 6 CUTOFF ELEV = 15.0'
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TWO NEW FLOATING DOCK SECTIONS TO MATCH EXISTING
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REUSE EXISTING GANGWAY
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EXISTING GROUND
AutoCAD SHX Text RIPRAP TOE SHALL FOLLOW EXISTING RIPRAP +/- 1 FOOT. ELEVATIONS VARY BETWEEN -1.0' AND 0.0'.
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NEW RIPRAP AT 3:1 SLOPE
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RIPRAP TOP AT ELEV = 3.0'
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GEOTEXTILE FABRIC
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BEDDING STONE
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PROTECTED MARINE LIFE SIGN
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AutoCAD SHX Text 40"
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EXISTING ALUMINUM GANGWAY
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EXISTING ALUMINUM FLOATING DOCK
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MATCH EXISTING WELDED ALUMINUM HINGE. SEE PICTURE 4/C2.3.C2.3..
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AutoCAD SHX Text C2.2
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AutoCAD SHX Text C2.2
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EXISTING ALUMINUM GANGWAY
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NEW 1/2" ALUMINUM RAMP
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EXISTING CONCRETE ABUTMENT APPROX. 5" HEIGHT
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AutoCAD SHX Text C2.2
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1.0" DIAM. FIBERGLASS REBAR, TYP. 8
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0.75" COVER
AutoCAD SHX Text 13.13" O.D.
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COEXTRUDED PLASTIC SKIN, NOT UNIFORM THICKNESS
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PLASTIC CORE
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FIBERGLASS FILAMENT REINFORCED PLASTIC ANNULUS
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SEAPILE 13SP8F08 OR EQUIVALENT
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AutoCAD SHX Text C2.2 https://www.fisheries.noaa.gov/southeast/consultations /protected-species-educational-signs
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EXISTING DOCK SECTION
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DOCK - DOCK CONNECTION
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AutoCAD SHX Text C2.3
AutoCAD SHX Text
AutoCAD SHX Text C2.3
AutoCAD SHX Text
EXISTING CONCRETE ABUTMENT
AutoCAD SHX Text
AutoCAD SHX Text C2.3
AutoCAD SHX Text
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GENERAL EROSION CONTROL NOTES:
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SITE LEGEND:
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SILT FENCE DETAIL
FLOATING TURBIDITY BARRIER DETAIL
FIBER LOG DETAIL
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FLOTATION CARRIER
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WATER SURFACE
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ANCHOR CABLE OR CHAIN
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ANCHOR
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CURTAIN FABRIC
AutoCAD SHX Text
CURTAIN WEIGHT
AutoCAD SHX Text
LAKE BED
AutoCAD SHX Text 12"±
AutoCAD SHX Text
1 1/2" SQUARE SHARPENED WOOD POST AT 6' MAX. SPACING
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NEW GEOTEXTILE FABRIC
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SECURELY FASTEN FABRIC TO POST
AutoCAD SHX Text
48" POST HEIGHT
AutoCAD SHX Text
LAY FABRIC IN TRENCH
AutoCAD SHX Text BACKFILL OVER THE TOP OF FABRIC & COMPACT THE SOIL OR MACHINE SLICE 8"-12" DEEP (PLUS 4" FLAP)
AutoCAD SHX Text
TRENCH SHALL BE A MINIMUM OF 6" WIDE BY 6" DEEP
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STEEL CABLE
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
24" MIN. HEIGHT
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1" X 2" WOODEN STAKE
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12" MIN. DIAMETER
AutoCAD SHX Text
BACKFILL AND COMPACT SOIL
AutoCAD SHX Text
INSTALL 8" STAPLES FOR ADDITIONAL REINFORCEMENT
AutoCAD SHX Text
PLACE FIBER LOG IN 4" TRENCH
AutoCAD SHX Text
1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED AS DIRECTED AS BY OWNER ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED AS DIRECTED AS BY OWNER OR OWNER'S REPRESENTATIVE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF STAKES AND TREE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF STAKES AND TREE PROTECTION MATERIALS IF NEEDED. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 3. TEMPORARY EROSION AND SEDIMENT CONTROL, STABILIZATION, AND RESTORATION SHALL BE PER THE TEMPORARY EROSION AND SEDIMENT CONTROL, STABILIZATION, AND RESTORATION SHALL BE PER THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. 4. REMOVE IN-WATER SEDIMENT CONTROL (FLOATING TURBIDITY BARRIER) ONCE IN-WATER WORK AND REMOVE IN-WATER SEDIMENT CONTROL (FLOATING TURBIDITY BARRIER) ONCE IN-WATER WORK AND FINAL STABILIZATION IS COMPLETE.
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR MEAN LOWER LOW WATER LINE MEAN HIGH WATER LINE (1.46' ABOVE MLLW) FLOATING TURBIDITY BARRIER SILT FENCE OR FIBER LOG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BLACKWATER RIVER
AutoCAD SHX Text
AutoCAD SHX Text C3.0
AutoCAD SHX Text
AutoCAD SHX Text C3.0
AutoCAD SHX Text
AutoCAD SHX Text C3.0
AutoCAD SHX Text
AutoCAD SHX Text
40 LF SILT FENCE OR FIBER LOG
AutoCAD SHX Text
75 LF FLOATING TURBIDITY BARRIER
AutoCAD SHX Text
40 LF FIBER LOG
AutoCAD SHX Text
40 LF FIBER LOG
AutoCAD SHX Text
40 LF SILT FENCE OR FIBER LOG
75 LF FLOATING TURBIDITY BARRIER
| Sheets and Views |
| G1.0 COVER SHEET |
| C0.0 GENERAL PROJECT NOTES |
| C1.0 EXISTING CONDITIONS |
| C1.1 SIDE SCAN SONAR SURVEY |
| C1.2 EXISTING CROSS-SECTION |
| C2.0 PROPOSED CONDITIONS |
| C2.1 PROPOSED CROSS-SECTION |
| C2.2 PROPOSED DETAILS |
| C2.3 SAMPLE PHOTOGRAPHS |
| C3.0 EROSION CONTROL PLAN |
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