Attachment_C_-_Engineer’s_Certified_Plan_Specifications_and_Instructions.pdf

PDF 2 MB Posted Mar 20, 2026

Attached to: Installation of A Shoreline Rock Revetment at Osteen Park
Solicitation number: B-6-26-22
Issued by: Brevard County, Mount Carmel CDP, Florida

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Written by GovTribe AI · Mar 20, 2026

This document is a set of Engineer's Certified Plan Specifications and Instructions prepared by Morgan & Associates Consulting Engineers, Inc. for Brevard County Parks & Recreation, detailing the construction plans for a shoreline rock revetment installation at Osteen Park located at 425 South Tropical Trail, Merritt Island, Florida 32952. The project involves construction of a coquina rock revetment along the Indian River shoreline to address erosion, with rock sizes ranging from 1 to 3 feet in diameter. The scope of work includes clearing and grubbing of existing trees and vegetation, installation of filter fabric anchored minimum 12 inches, construction of swales with 4:1 side slopes, installation of turbidity barriers (269 linear feet of Type III silt fence, 48 linear feet of silt fence, and 44 linear feet of silt fence), removal of existing trees marked for demolition, and restoration of disturbed areas to existing or better conditions. The plan sets forth detailed cross-sections for ten locations (Sections A through J) along the waterfront, with elevations referenced to the North American Vertical Datum of 1988 (NAVD88), edge of water elevation at -0.85 feet, and top of bank elevation at 5.0 feet.

The specifications establish comprehensive requirements for earthwork and site preparation, including proof-rolling of cleared surfaces, compaction to 98 percent of Standard Proctor maximum dry density, use of clean structural fill (SP, SP-SM, SW, or SW-SM classification), and field density testing at minimum intervals of one test per 250 linear feet. The contractor is responsible for protecting and locating existing utilities with minimum 48-hour advance notice to utility companies, obtaining all required permits from Brevard County, protecting the existing dock and boardwalk from damage, complying with Florida Department of Environmental Protection and St. Johns River Water Management District specifications, and restoring survey monumentation through a licensed Florida surveyor. The contractor must absorb all costs for unsuitable soil removal and disposal, utility damage repairs, infrastructure damage replacement, and special shoring requirements for deep excavations. Barges utilized for construction are limited to a maximum draft of 3 feet, and floating turbidity barriers must be installed prior to and during construction to minimize environmental impact.

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Other files

File	Type	Posted
B-6-26-22_-_Addendum_2.pdf	PDF	Mar 31, 2026
B-6-26-22_-_Addendum_1.pdf	PDF	Mar 24, 2026
Attachment_D-_Draft_Contract.pdf	PDF	Mar 20, 2026
B-6-26-22_INV_&_SPECS.pdf	PDF	Mar 20, 2026
Attachment_A_-_Federal_Emergency_Management_Agency_FEMABYRD_Contract_.pdf	PDF	Mar 20, 2026
Attachment_B_-_Osteen_Park_Survey.pdf	PDF	Mar 20, 2026

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Project #:

Scale:

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2025-034

CIVIL

/0 9/

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-1

C O

VICINITY MAP - NOT TO SCALE

W A M

M A&

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.

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

AutoCAD SHX Text

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

AutoCAD SHX Text N.T.S.

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= TYPICAL

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TYP.

AutoCAD SHX Text

= RIGHT-OF-WAY

AutoCAD SHX Text R/W

AutoCAD SHX Text

= LICENSED BUSINESS

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PLS

AutoCAD SHX Text

= PROFESSIONAL LAND SURVEYOR

AutoCAD SHX Text

= RECORD

AutoCAD SHX Text (R)

AutoCAD SHX Text

PG.

AutoCAD SHX Text

= PAGE

AutoCAD SHX Text O.R.B.

AutoCAD SHX Text

= OFFICIAL RECORDS BOOK

AutoCAD SHX Text

= IRON MARKER FOUND

AutoCAD SHX Text

= NAIL & DISK SET, LB7040

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= BREAKLINE

AutoCAD SHX Text

= CENTERLINE

AutoCAD SHX Text C

AutoCAD SHX Text L

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ESMT.

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= EASEMENT

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= IDENTIFICATION

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AutoCAD SHX Text N

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= NORTH OR NORTHING

AutoCAD SHX Text E

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= EAST OR EASTING

AutoCAD SHX Text S

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= SOUTH

AutoCAD SHX Text W

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= WEST

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= FEET OR ARCMINUTES

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= INCHES OR ARCSECONDS

AutoCAD SHX Text %%D

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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

AutoCAD SHX Text (M)

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STA.

AutoCAD SHX Text

= STATION

AutoCAD SHX Text L.

AutoCAD SHX Text

= LEFT

AutoCAD SHX Text R.

AutoCAD SHX Text

= RIGHT

AutoCAD SHX Text 10.0

AutoCAD SHX Text 10.10

AutoCAD SHX Text

= SPOT ELEVATION, AT GROUND

AutoCAD SHX Text

= SPOT ELEVATION, HARD SURFACE

AutoCAD SHX Text

= SPOT ELEVATION, TOP OF DOCK

AutoCAD SHX Text

= POINT OF CURVATURE

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FDOT

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= FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text P.R.E.

AutoCAD SHX Text

= PERPETUAL RIGHT-OF-WAY EASEMENT

AutoCAD SHX Text

= 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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SIZE NOTED

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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.

AutoCAD SHX Text

= CALCULATED

AutoCAD SHX Text (C)

AutoCAD SHX Text

= PALM,

AutoCAD SHX Text

SIZE NOTED

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= MANGROVE

AutoCAD SHX Text

= ROCK

E R

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2025-034

CIVIL

/0 9/

1" = 20' N/A

Andreas H. Kirbach P.E.

FL. Reg. #49431

20' 40'0

GRAPHIC SCALE

SCALE: 1" = 20'

HALF SIZE: 1" = 40'

N O

R T

C-2

G C

O N

S, E

R O

N C

O N

N P

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

AutoCAD SHX Text

GRILL

AutoCAD SHX Text

COVERED PAVILION

AutoCAD SHX Text

COLUMN, TYP.

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

PUMP TEST CONNECT

AutoCAD SHX Text

8" WOODPOST, TYP.

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

WOOD DOCK

AutoCAD SHX Text

TOP OF WATER EL. = -0.85' (NAVD88), ON 4/28/2025

AutoCAD SHX Text

6' CHAIN-LINK

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 15"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 18"

AutoCAD SHX Text 36"

AutoCAD SHX Text 12"

AutoCAD SHX Text

TWIN 36"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 30"

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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)

AutoCAD SHX Text

4"X4" WOOD POST

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351

AutoCAD SHX Text 6"

AutoCAD SHX Text TWIN 10"x8"

AutoCAD SHX Text

TWIN 12"

AutoCAD SHX Text TWIN 12"x8"

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

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

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

ROCK REVETMENT

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

MANGROVE

AutoCAD SHX Text

MANGROVE DRIP LINE

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TOP OF BANK

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GRADE BREAK

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ROCK REVETMENT

AutoCAD SHX Text

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"

AutoCAD SHX Text

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.

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

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

E R

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Scale:

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Sheet #:

Revision

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2025-034

CIVIL

/0 9/

1" = 20' N/A

Andreas H. Kirbach P.E.

FL. Reg. #49431

20' 40'0

GRAPHIC SCALE

SCALE: 1" = 20'

HALF SIZE: 1" = 40'

N O

R T

C-3

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

3:1 MAX.

MEG

VARIES

4' VARIES

VICINITY MAP - NOT TO SCALE

W A M

M A&

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

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

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

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

SOD

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

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 15"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 18"

AutoCAD SHX Text 36"

AutoCAD SHX Text 12"

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TWIN 36"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

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

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

AutoCAD SHX Text 6"

AutoCAD SHX Text TWIN 10"x8"

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TWIN 12"

AutoCAD SHX Text TWIN 12"x8"

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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

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

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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

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

-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

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:

D ra w n:

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 (

C on su lt in g

E ng in ee rs , I nc

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

AK D

D AK

2025-034

CIVIL

/0 9/

1" = 20' N/A

Andreas H. Kirbach P.E.

FL. Reg. #49431

C-4

N S

HORZ: 1"=20'

VERT: 1"=5'

SECTION SCALE

AutoCAD SHX Text

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 Mar 20, 2026.