Attachment_C_-_Engineer’s_Certified_Plan_Specifications_and_Instructions.pdf
PDF 2 MB Posted
- Solicitation number
- B-6-26-22
- Issued by
- Brevard County, Mount Carmel CDP, Florida
About this file
Engineer's Certified Plan Specifications for Osteen Park Revetment Installation
This document is a set of engineer-certified construction plans and specifications prepared by Morgan & Associates Consulting Engineers for Brevard County Parks and Recreation Department. The project involves installation of a shoreline rock revetment at Osteen Park, located at 425 South Tropical Trail, Merritt Island, Florida, to address erosion along the Indian River. The scope of work includes clearing and grubbing of existing vegetation (with multiple trees marked for removal), installation of filter fabric anchored minimum 12 inches, construction of coquina rock revetment with rocks ranging from 1 to 3 feet in diameter, installation of 269 linear feet of Type III turbidity barrier silt fence and additional silt fence segments totaling 92 linear feet, construction of swales with 4:1 side slopes, and restoration of disturbed areas with sod. The plans consist of four sheets including a cover sheet with vicinity map, existing conditions and erosion control plan, site plan with cross-sections, and detailed sections (A-J) showing revetment construction details at various elevations. The water surface elevation is documented at -0.85 feet (NAVD88) as of April 28, 2025, with top of bank elevations at 5.0 feet and safe upland line at -0.30 feet. Construction specifications require proof-rolling of cleared surfaces, compaction to 98 percent of Standard Proctor maximum dry density for 2-foot depths, and field density testing at a minimum rate of one test per 250 linear feet. The plans were digitally signed and sealed by Andreas H. Kirbach, PE (Florida Registration #49431) on July 9, 2025.
The specifications establish mandatory requirements for contractor compliance including protection of existing utilities with 48-hour advance notification to utility companies, location of all utilities with owner representatives prior to construction, and immediate notification to the engineer of any discrepancies between existing and plan conditions. All construction must comply with latest adopted Brevard County ordinances and rules, Florida Department of Transportation standards, Department of Environmental Protection specifications, and St. Johns River Water Management District specifications. The contractor bears full responsibility for obtaining all required permits before construction commencement, with costs incorporated into bid pricing. All excavated materials deemed unsuitable shall be removed and disposed of at contractor expense, and all areas disturbed by construction must be restored to equal or better than existing conditions. Barges utilized for construction must have a draft of 3 feet or less, and the contractor must protect and preserve the existing dock and boardwalk piling and decking during all construction activities.
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Text version
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Andreas H. Kirbach P.E.
FL. Reg. #49431
This item has been digitally signed and sealed by Andreas H. Kirbach, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies.
C-1
C O
VE
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VICINITY MAP - NOT TO SCALE
W A M
M A&
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E
S
SUBJECT
PROPERTY
CONSTRUCTION PLANS FOR
OSTEEN PARK REVETMENT
MERRITT ISLAND, FL
COVER SHEET
C-3 C-2 C-1
SHEET INDEX
SITE PLAN
EXISTING CONDITIONS, EROSION CONTROL & DEMOLITION PLAN
C-4 SECTIONS
ENGINEER/SURVEYOR
MORGAN & ASSOCIATES
CONSULTING ENGINEERS, INC.
504 N. HARBOR CITY BLVD.
MELBOURNE, FLORIDA 32935
PHONE: (321) 751-6088
EMAIL: AKIRBACH@MORGAN-ENGSURV.COM
CONTACT: ANDY KIRBACH, P.E.
OWNER
BREVARD COUNTY
PARKS & RECREATION, BLDG. A-207
2725 JUDGE FRAN JAMIESON WAY
VIERA, FL 32940
PHONE: (321) 633-2050
BEFORE YOU DIG
ALWAYS CALL 811
KNOW WHAT'S BELOW
WWW.CALLSUNSHINE.COM
IT'S FAST. IT'S FREE. IT'S THE LAW.
R
SURVEYOR'S LEGEND
LEGAL DESCRIPTION
GENERAL NOTES
1. THE CONTRACTOR MUST THOROUGHLY REVIEW THIS PLAN SO AS TO BE PREPARED TO PRESENT HIS BID PRICES IN THE CONTRACT
DOCUMENTS. THE PLAN SUFFICIENTLY DELINEATES THE SCOPE AND INTENT OF THE WORK TO BE COMPLETED. IT WILL THEREFORE BE INCUMBENT ON THE CONTRACTOR TO ADJUST HIS FEE TO REFLECT ANY AND ALL ITEMS WHICH MAY NOT BE INDICATED, BUT WHICH ARE NECESSARY TO SUCCESSFULLY COMPLETE THIS PROJECT WITHOUT ADDITIONAL COST TO THE OWNER.
2. EXISTING UTILITIES ARE TO BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED BY THIS CONSTRUCTION WILL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
3. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR LINES
SO THEIR OWNER'S REPRESENTATIVES MAY BE PRESENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE FIELD WITH UTILITY OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND PLAN CONDITIONS SHALL BE BROUGHT TO THE
ENGINEER'S ATTENTION IMMEDIATELY.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED PLANS FROM THE DESIGN FIRM. ANY QUESTIONS AND OR DESIGN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE
ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED RULES AND ORDINANCES OF BREVARD COUNTY. THE CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS BEFORE THE COMMENCEMENT OF CONSTRUCTION.
8. THE CONTRACTOR MUST NOTIFY THE ENGINEER IF SOIL OR SUBSURFACE CONDITIONS UNSUITABLE FOR CONSTRUCTION ARE ENCOUNTERED. ALL EXCAVATED MATERIALS DEEMED UNSUITABLE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AT
HIS OWN EXPENSE.
9. ITEMS IN CONFLICT WITH THE CONSTRUCTION OF THE DESIGN SUCH AS EXISTING SIDEWALKS, PAVEMENT, DRAINAGE STRUCTURES, AND EXCESS EXCAVATION ARE TO BE REMOVED BY THE CONTRACTOR. THE DISPOSAL OF SUCH ITEMS MUST BE DONE IN A LEGAL
AND PROPER MANNER AWAY FROM THE JOB SITE.
10. WHEN REFERENCED TO F.D.O.T. REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN
STANDARDS.
11. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION EQUAL TO, OR BETTER THAN
EXISTING.
12. ANY DAMAGE TO THE EXISTING INFRASTRUCTURE, INCLUDING SIDEWALKS, DRIVEWAYS, AND DOCK BY THE CONTRACTOR MUST BE
REPLACED PRIOR TO FINAL INSPECTION.
13. CONTRACTOR IS RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DISTURBED/REMOVED DURING CONSTRUCTION SURVEY MONUMENTATION WITHIN THE PROJECT LIMITS/PROPERTY BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA.
DISTRICT 5 - THAD ALTMAN
DISTRICT 4 - ROB FELTNER (CHAIRMAN)
DISTRICT 3 - KIM ADKINSON
DISTRICT 2 - TOM GOODSON (VICE CHAIR)
DISTRICT 1 - KATIE DELANEY
BREVARD COUNTY
BOARD OF COUNTY COMMISSIONERS
PREPARED FOR
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AutoCAD SHX Text C 2025 Morgan & Associates Consulting Engineers, Inc.
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S TROPICAL TRL
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CONE RD
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S COURTENAY PKWY
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MERRITT ISLAND CSWY AKA SR 520
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FORTENBERRY RD
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PLUMOSA ST
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INDIAN RIVER
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OSTEEN PARK 425 SOUTH TROPICAL TRAIL
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= NORTH AMERICAN VERTICAL
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NAVD88
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DATUM OF 1988
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PVC
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= POLYVINYL CHLORIDE
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= NOT TO SCALE
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= TYPICAL
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TYP.
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= RIGHT-OF-WAY
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= LICENSED BUSINESS
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PLS
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= PROFESSIONAL LAND SURVEYOR
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= RECORD
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PG.
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= PAGE
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= OFFICIAL RECORDS BOOK
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= IRON MARKER FOUND
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= NAIL & DISK SET, LB7040
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= BREAKLINE
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LB
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= CENTERLINE
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ESMT.
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= EASEMENT
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= IDENTIFICATION
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ID
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= NORTH OR NORTHING
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= EAST OR EASTING
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= SOUTH
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= WEST
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= FEET OR ARCMINUTES
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= INCHES OR ARCSECONDS
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= DEGREES
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= NUMBER
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NO.
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= PLUS OR MINUS
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= TRAVERSE
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TRAV
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= IRON MARKER SET
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= BENCHMARK
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= CONCRETE
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= WOOD DOCK
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= WATER FEATURE
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= NAIL & DISK FOUND,
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TYPE NOTED
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= 8" WOOD PILE
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= MULTI-POST SIGN
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= TRAFFIC SIGN
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= WOOD UTILITY POLE
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PSM
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= PROFESSIONAL SURVEYOR & MAPPER
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= MEASURED
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STA.
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= STATION
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= LEFT
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= RIGHT
AutoCAD SHX Text 10.0
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= SPOT ELEVATION, AT GROUND
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= SPOT ELEVATION, HARD SURFACE
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= SPOT ELEVATION, TOP OF DOCK
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PC
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= POINT OF CURVATURE
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FDOT
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= FLORIDA DEPARTMENT OF TRANSPORTATION
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= PERPETUAL RIGHT-OF-WAY EASEMENT
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= CONTOUR ELEVATION
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= OVERHEAD WIRES
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= OAK
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SIZE NOTED
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= CAMPHOR,
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PER OFFICIAL RECORDS BOOK 2732, PAGE 2735
AutoCAD SHX Text A PARCEL OF LAND LYING IN SECTION 35, TOWNSHIP 24 SOUTH, RANGE 36 EAST, BREVARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLL0WS: THAT PORTION OF LOTS 9, 10, AND 11 OF PLAT OF LOTS BELONGING TO E. W. MOORE AND F.C. CANTINE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 63, LYING WESTERLY OF THE COUNTY ROAD KNOWN AS SOUTH TROPICAL TRAIL, AND EXCLUDING THE FOLLOWING PARCEL OF LAND: COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF SAID LOT 11 WITH THE WEST RIGHT-OF-WAY LINE OF SAID SOUTH TROPICAL TRAIL; THENCE RUN WESTERLY ALONG SAID SOUTH LINE 266.00 FEET TO THE POINT-OF-BEGINNING; THENCE RUN NORTHERLY ALONG A LINE PERPENDICULAR TO SAID SOUTH LINE 50.00 FEET; THENCE RUN WESTERLY ALONG A LINE PARALLEL TO SAID SOUTH LINE TO THE ORDINARY HIGH WATER LINE OF THE INDIAN RIVER; THENCE MEANDER SOUTHEASTERLY BY SAID ORDINARY HIGH WATER LINE TO ITS INTERSECTION WITH SAID SOUTH LINE OF LOT 11; THENCE RUN EASTERLY ALONG SAID SOUTH LINE OF LOT 11 TO THE POINT-OF-BEGINNING.
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= CALCULATED
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= PALM,
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SIZE NOTED
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= MANGROVE
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= ROCK
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1" = 20' N/A
Andreas H. Kirbach P.E.
FL. Reg. #49431
This item has been digitally signed and sealed by Andreas H. Kirbach, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies.
20' 40'0
GRAPHIC SCALE
SCALE: 1" = 20'
HALF SIZE: 1" = 40'
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EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE REMOVED
CONSTRUCT 269 LF OF TURBIDITY BARRIER
TYPE III SILT FENCE DETAIL
TURBIDITY BARRIER DETAILS
CONSTRUCT 48 LF OF SILT FENCE
CONSTRUCT 44 LF OF SILT FENCE
EXISTING DOCK/BOARDWALK TO REMAIN
EXISTING TREE TO BE REMOVED
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GRILL
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COVERED PAVILION
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COLUMN, TYP.
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BENCH
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PUMP TEST CONNECT
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8" WOODPOST, TYP.
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OVERHANG
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WOOD DOCK
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TOP OF WATER EL. = -0.85' (NAVD88), ON 4/28/2025
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6' CHAIN-LINK
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TWIN 36"
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STUMP IN WATER
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WESTERLY TO ORDINARY HIGH WATER LINE OF INDIAN RIVER (R)
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SOUTH EASTERLY
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EASTERLY ALONG SOUTH LINE OF LOT 11
AutoCAD SHX Text S89°23'45"W 23.92' (M)
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4"X4" WOOD POST
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CONCRETE SIDEWALK
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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AutoCAD SHX Text TWIN 10"x8"
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TWIN 12"
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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ROCK REVETMENT
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AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
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MANGROVE
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MANGROVE DRIP LINE
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TOP OF BANK
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GRADE BREAK
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ROCK REVETMENT
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AutoCAD SHX Text C 2025 Morgan & Associates Consulting Engineers, Inc.
AutoCAD SHX Text 3' Or More
AutoCAD SHX Text 20%%D
AutoCAD SHX Text 12" Min.
AutoCAD SHX Text 15"-18"
AutoCAD SHX Text 8"
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NTS
AutoCAD SHX Text Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water.
AutoCAD SHX Text Principle Post Position (Canted 20° Toward Flow)
AutoCAD SHX Text Filter Fabric
AutoCAD SHX Text Silt Flow
AutoCAD SHX Text Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
AutoCAD SHX Text Vertical
AutoCAD SHX Text Optional Post Positions
AutoCAD SHX Text Filter Fabric (In Conformance With Sec. 985 FDOT Spec.)
AutoCAD SHX Text Type III Silt Fence Protection Around Ditch Bottom Inlets.
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ELEVATION
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SECTION
AutoCAD SHX Text 6' Max.
AutoCAD SHX Text Post Options: Wood 2 1/2" Min. Wood 2" x 4" Oak 1 1/2"x 1 1/2" Steel 1.33 Lbs/Ft.
NTS
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1" = 20' N/A
Andreas H. Kirbach P.E.
FL. Reg. #49431
This item has been digitally signed and sealed by Andreas H. Kirbach, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies.
20' 40'0
GRAPHIC SCALE
SCALE: 1" = 20'
HALF SIZE: 1" = 40'
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EXISTING
GRADE
CONSTRUCT FILTER FABRIC
ANCHORED MINIMUM 12"
CONSTRUCT COQUINA REVETMENT.
MINIMUM AND AVERAGE SIZE OF
THE ROCKS USED WILL BE
BETWEEN 1 TO 3 FEET DIAMETER
TOP OF BANK
EL= 5.0
NTS
2:1 M
AX.
"24"
12' MAX. (VARIES)
EDGE OF WATER EL= -0.85
SAFE UPLAND LINE EL= -0.30 (NAVD88)
REVETMENT CROSS SECTION
EL= 5.04:1 MAX.
4:1 MAX.
C/L OF SWALE
EL= 4.5
VARIES
1'
3:1 MAX.
MEG
VARIES
4' VARIES
VICINITY MAP - NOT TO SCALE
W A M
M A&
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SUBJECT
PROPERTY
EXISTING
GRADE
CONSTRUCT FILTER FABRIC
ANCHORED MINIMUM 12"
CONSTRUCT COQUINA REVETMENT.
MINIMUM AND AVERAGE SIZE OF
THE ROCKS USED WILL BE
BETWEEN 1 TO 3 FEET DIAMETER
TOP OF BANK
EL= 5.0
NTS
VA
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2:1 M
AX.
"24"
12' MAX. (VARIES)
EDGE OF WATER EL= -0.85
SAFE UPLAND LINE EL= -0.30 (NAVD88)
REVETMENT CROSS SECTION AT MANGROVE
VARIES
MEG
VARIES
VARIES
EDGE OF WATER EL= -0.85
CONSTRUCT NEW REVETMENT
SEE SECTIONS ON THIS SHEET
AND SHEET C-4
CONSTRUCT SWALE
WITH 4:1 SIDE SLOPES
SECTION
A-A
SECTION
B-B
SECTION
C-C
SECTION
D-D
SECTION
E-E
SECTION
F-F
SECTION
G-G
SECTION
H-H
SECTION
I-I
SECTION
J-J
-0.85
5.0 4.5
5.0
-0.85
5.0 4.5
5.0
-0.85
5.0
4.5 5.0
-0.85
5.0
M
EG
M
EG
M
EG
M
EG
M
EG
M
EG
1. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED IN FEET TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AND WERE DERIVED BY PERFORMING A CLOSED CONVENTIONAL LEVEL
LOOP USING BREVARD COUNTY SURVEYING & MAPPING BENCHMARK "E6A51" AS THE SOURCE:
BREVARD COUNTY POINT IDENTIFICATION: "E6A51" PUBLISHED ELEVATION: 10.348' (NAVD88)
2. TOPOGRAPHIC INFORMATION SUPPLIED BY MORGAN & ASSOCIATES, INC.
3. ALL CONSTRUCTION SHOWN HEREON SHALL COMPLY TO BREVARD COUNTY SPECIFICATIONS,
DEPARTMENT OF ENVIRONMENTAL PROTECTION SPECIFICATIONS, AND ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT SPECIFICATIONS.
4. THE SAFE UPLAND LINE SHOWN HEREON IS BASED ON AN ELEVATION OF -0.30 FEET, NAVD88.
5. FLOATING TURBIDITY BARRIER SHALL BE INSTALLED PRIOR TO AND DURING CONSTRUCTION.
6. BARGES UTILIZED FOR CONSTRUCTION SHALL HAVE A DRAFT OF 3 FEET OR LESS.
7. THE CONTRACTOR MUST THOROUGHLY REVIEW THIS PLAN SO AS TO BE PREPARED TO PRESENT HIS BID PRICES IN THE CONTRACT DOCUMENTS. THE PLAN SUFFICIENTLY DELINEATES THE SCOPE
AND INTENT OF THE WORK TO BE COMPLETED. IT WILL THEREFORE BE INCUMBENT ON THE
CONTRACTOR TO ADJUST HIS FEE TO REFLECT ANY AND ALL ITEMS WHICH MAY NOT BE INDICATED, BUT WHICH ARE NECESSARY TO SUCCESSFULLY COMPLETE THIS PROJECT WITHOUT ADDITIONAL
COST TO THE OWNER.
8. EXISTING UTILITIES ARE TO BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED BY
THIS CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTORS EXPENSE.
9. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY
EXCAVATION INVOLVING THEIR LINES SO THEIR OWNER'S REPRESENTATIVES MAY BE PRESENT
PRIOR TO CONSTRUCTION.
10. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE FIELD WITH UTILITY OWNER'S
REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND PLAN CONDITIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION
IMMEDIATELY.
11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED PLANS FROM THE DESIGN FIRM. ANY QUESTIONS AND OR DESIGN DISCREPANCIES SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
12. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITE CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED RULES AND
ORDINANCES OF BREVARD COUNTY. THE CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS
BEFORE THE COMMENCEMENT OF CONSTRUCTION.
14. THE CONTRACTOR MUST NOTIFY THE ENGINEER IF SOIL OR SUBSURFACE CONDITIONS
UNSUITABLE FOR CONSTRUCTION ARE ENCOUNTERED. ALL EXCAVATED MATERIALS DEEMED
UNSUITABLE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE.
15. WHEN REFERENCED TO F.D.O.T. REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION
ROADWAY AND TRAFFIC DESIGN STANDARDS.
16. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A
CONDITION EQUAL TO, OR BETTER THAN EXISTING.
17. ANY DAMAGE TO THE EXISTING INFRASTRUCTURE, INCLUDING SIDEWALKS, DRIVEWAYS, AND DOCK
BY THE CONTRACTOR MUST BE REPLACED PRIOR TO FINAL INSPECTION.
18. CONTRACTOR IS RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION
WITHIN THE PROJECT LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA.
GENERAL NOTES
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SODSODSOD
EARTHWORK & SITE PREPARATION
1. ALL EXISTING TREES, BRUSH, ROOTS, WEEDS, WITHIN THE CONSTRUCTION LIMITS ARE TO BE
REMOVED AS CLEARING AND GRUBBING UNLESS OTHERWISE DIRECTED.
2. PROOF-ROLL THE CLEARED SURFACE TO LOCATE ANY UNFORESEEN SOFT AREAS OR
UNSUITABLE SURFACE OR NEAR-SURFACE SOILS, TO INCREASE THE DENSITY OF THE VERY
LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE
EXISTING SURFACE FOR THE ADDITION OF THE FILL SOIL (AS REQUIRED). IF DEEMED
NECESSARY, IN AREAS THAT CONTINUE TO "YIELD", REMOVE ALL DELETERIOUS MATERIAL AND
REPLACE WITH CLEAN, COMPACTED SAND BACKFILL. THE PROOF-ROLLING SHOULD OCCUR
AFTER CUTTING AND BEFORE FILLING.
3. A DENSITY EQUIVALENT TO 98 PERCENT OF THE STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE FILL AREA MUST BE ACHIEVED BENEATH
THE STRIPPED GROUND SURFACE. ADDITIONAL PASSES AND/OR OVER EXCAVATION AND
RECOMPACTION MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT
ACHIEVED. THE SOIL MOISTURE SHOULD BE ADJUSTED AS NECESSARY DURING COMPACTION.
4. STRUCTURAL FILL SHOULD CONSIST OF INORGANIC, NON-PLASTIC, GRANULAR SOILS
CONTAINING LESS THAN 10% (BY WEIGHT) OF MATERIAL PASSING THE #200 SIEVE (CLEAN SAND WITH UNIFIED SOIL CLASSIFICATION OF SP, SP-SM, SW, OR SW-SM). THE EXISTING FINE SAND
AND SLIGHTLY FINE SAND ARE CONSIDERED TO BE ACCEPTABLE FOR USE AS STRUCTURAL
FILL, EXCLUDING ANY NEAR SURFACE TOPSOILS OR ORGANIC MATERIALS. BACKFILL MATERIAL PLACED IN LIFTS NOT TO EXCEED TWELVE (12) INCHES IN THICKNESS, AND COMPACTED TO A
MINIMUM DENSITY OF OF 98% OF THE STANDARD PROCTOR (ASTM D-698) IF HAND HELD
COMPACTION EQUIPMENT IS USED THE LIFT THICKNESS SHOULD BE REDUCED TO 6 INCHES.
5. A REPRESENTATIVE NUMBER OF IN-PLACE FIELD DENSITY TESTS SHOULD BE PERFORMED IN
THE COMPACTED EXISTING SOILS AND IN EACH 1' LIFT OF FILL MATERIAL OR BACKFILL TO
CONFIRM THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ACHIEVED. AT LEAST ONE
DENSITY TEST SHALL BE PERFORMED FOR EVERY 250 FEET OF COMPACTED EXISTING SOIL,
SUBGRADE, AND EACH LIFT OF CONTROLLED FILL.
6. ANY DEEP EXCAVATIONS OR TRENCHES REQUIRED FOR THIS PROJECT SHALL BE ADEQUATELY
SHORED TO PREVENT THE SANDY ON-SITE SOILS FROM COLLAPSING INTO THE EXCAVATIONS.
ALL APPLICABLE OSHA STANDARDS AND REGULATIONS SHOULD BE ADHERED TO FOR THE
SAFETY OF PROJECT CONSTRUCTION PERSONNEL. CONTRACTOR SHALL COMPLY WITH
TRENCH SAFETY ACT. ALL COSTS PER SQUARE FOOT FOR SPECIAL SHORING REQUIREMENTS
SHALL BE INCORPORATED INTO THE RELATED ITEMS ON THE BID FORMS.
CONTRACTOR TO TAKE CARE AT THE EXISTING
DOCK/BOARDWALK. THE EXISTING PILES AND
DECKING SHALL BE PRESERVED, PROTECTED
AND NOT DAMAGED DURING CONSTRUCTION.
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GRILL
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COVERED PAVILION
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COLUMN, TYP.
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BENCH
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PUMP TEST CONNECT
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8" WOODPOST, TYP.
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OVERHANG
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WOOD DOCK
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TOP OF WATER EL. = -0.85' (NAVD88), ON 4/28/2025
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6' CHAIN-LINK
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AutoCAD SHX Text 10"
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AutoCAD SHX Text 14"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 15"
AutoCAD SHX Text 12"
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AutoCAD SHX Text 10"
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AutoCAD SHX Text 24"
AutoCAD SHX Text 12"
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AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
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AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 36"
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TWIN 36"
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AutoCAD SHX Text 14"
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AutoCAD SHX Text 30"
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STUMP IN WATER
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SOUTH EASTERLY
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EASTERLY ALONG SOUTH LINE OF LOT 11
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4"X4" WOOD POST
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CONCRETE SIDEWALK
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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AutoCAD SHX Text TWIN 10"x8"
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TWIN 12"
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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ROCK REVETMENT
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AutoCAD SHX Text 8"
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MANGROVE
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MANGROVE DRIP LINE
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TOP OF BANK
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GRADE BREAK
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ROCK REVETMENT
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AutoCAD SHX Text C 2025 Morgan & Associates Consulting Engineers, Inc.
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S TROPICAL TRL
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CONE RD
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S COURTENAY PKWY
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MERRITT ISLAND CSWY AKA SR 520
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FORTENBERRY RD
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PLUMOSA ST
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INDIAN RIVER
OSTEEN PARK 425 SOUTH TROPICAL TRAIL
SECTION A-A
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION B-B
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION C-C
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION D-D
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION E-E
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
3.4 :1
4.5 :1
3.0 :1
3.6 :1
3.0 :1
-0.85-0.85
5.00
4.90
8.46
5.00
4.50
8.53
-0.85
5.00
4.50
8.69
5.005.005.00
-0.85
5.00
4.50
5.00
8.58
-0.85
5.00
4.50
5.00
8.88
2.
0:
2.
0:
2.
0:
2.
0:
2.
0:
11.7' 1.0'
4.0' 11.6'
EXISTING
GRADE
NEW
REVEMENT
AREA TO BE FILLED
-1.85 -1.85
11.7' 1.0'
4.0' 16.0'
EXISTING
GRADE
NEW
REVEMENT
AREA TO BE FILLED
4.0:1
-1.85 -1.85
11.7' 1.0'
4.0' 11.1'
EXISTING
GRADE
NEW
REVEMENT
AREA TO BE FILLED
4.0:1
11.7' 1.0'
4.0' 12.9'
EXISTING
GRADE
NEW
REVEMENT
4.0:1
AREA TO BE FILLED
-1.85
11.7' 1.0'
4.0' 11.6'
EXISTING
GRADE
NEW
REVEMENT
AREA TO BE FILLED
AREA TO BE CUT
4.0:1
SOD SOD SOD SOD SOD
SECTION F-F
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION G-G
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION H-H
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION I-I
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
SECTION J-J
-10 -9 -8 -7 -6
-5 -4 -3 -2 -1
-10 -9 -8 -7 -6 -5
-4 -3 -2 -1
0+00 0+50 0+60
3.0 :1
3.3 :1
2.
0:
2.
0:
2.
0:
2.
0:
2.
0:
-0.85
5.00
4.50
5.00
9.60
-0.85
5.00
4.50
5.00
9.33
-1.85
4.0:1
11.7' 1.0'
4.0' 13.8'
NEW
REVEMENT
AREA TO BE FILLED
AREA TO BE CUT
-1.85
4.0:1
11.7' 1.0'
4.0' 14.1'
NEW
REVEMENT
AREA TO BE FILLED
-0.85
-1.85
5.00
7.46
11.7'
NEW
REVEMENT
AREA TO BE FILLED
4.9' 9.4'
NEW
REVEMENT
0.31
-1.85
8.5'
NEW
REVEMENT
12.5'
AREA TO
BE CUT
0.76
-1.85
5.00
9.18
3.0 :1
3.0 :1
12.8'
AREA TO
BE CUT
AREA TO BE FILLED
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADE
SOD SOD
SODSOD
5.00
9.26SOD
Project #:
Scale:
Horiz.
Vert.
D es ig ne d:
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C he ck ed
Sheet #:
Revision
M O
R G
A N
A ss oc ia te s
4 N or th
Ha rb or C ity B lvd . M elb ou rn e, FL
Ph on e (
1)
1-
C on su lt in g
E ng in ee rs , I nc
D at e:
D at e:
D at e:
Drawing #:
Sheet of
Ci vil
E ng ine ers an d L an d S ur ve yo rs
- E .B
/ L
.B oc ia te s
M O
R G
A N
/0
9/
AK D
D AK
2025-034
CIVIL
/0
9/
/0 9/
O
ST
EE
N
P
AR
K
1" = 20' N/A
Andreas H. Kirbach P.E.
FL. Reg. #49431
This item has been digitally signed and sealed by Andreas H. Kirbach, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies.
C-4
SE
C
TI
O
N S
HORZ: 1"=20'
VERT: 1"=5'
SECTION SCALE
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C 2025 Morgan & Associates Consulting Engineers, Inc.
| 2025-07-09T15:13:24-0400 | |
| Andreas H Kirbach |
| 2025-07-09T15:13:53-0400 | |
| Andreas H Kirbach |
| 2025-07-09T15:15:33-0400 | |
| Andreas H Kirbach |
| 2025-07-09T15:14:31-0400 | |
| Andreas H Kirbach |
File details come from the government source that posted it. Updated .