3-DSS - SANDRIDGE GREEN6 DUNES COURSE.pdf

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Attached to
Sandridge Golf Club Bulkhead Replacement
Solicitation number
2026022
Issued by
Indian River County, Florida

About this file

Written by GovTribe AI ·

This is a bulkhead replacement plan prepared by Kastner Engineering, LLC for the Sandridge Golf Club, a recreational facility located in Indian River County, Florida. The project scope involves the replacement of four existing bulkheads in disrepair across the golf course: two bulkheads on the Dunes Course (Greens #2 and #6) and two on the Lakes Course (Holes #14 and #18), with a total rebuilt bulkhead length of approximately 1,325 linear feet. The engineering plans, dated January 26, 2023, specify detailed construction requirements including vinyl sheet pile seawalls, treated wood components, stainless steel hardware, butt piling at eight-foot centers, tie-back systems with concrete deadmen, and floating turbidity curtains to be maintained for a minimum of seven days after project completion until turbidity levels return to background levels. The project is designed to withstand wind loads of 160 mph per Florida Building Code 8th Edition and is subject to compliance with floodplain and zoning regulations for the property located at 5300 73rd Street, Vero Beach, Florida 32967.

The contract opportunity requires bidders to provide all labor and materials necessary to execute the bulkhead replacement work in accordance with the Kastner Engineering, LLC plans. The property owner is identified as Indian River Docks, LLC, located at 481 Avocado Avenue, Sebastian, Florida 32958. The project specifications include detailed material requirements for the seawall construction, including treated lumber, stainless steel fasteners and tie-back rods, vinyl sheet piling materials, and turbidity control equipment. No specific contract award date, pricing structure, set-asides, incumbent information, response deadlines, or site visit requirements are detailed in the engineering plan document itself, as this is a technical design document rather than a formal solicitation package.

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LC PRO

POS

ED BU

LKHEA

D

LAKE BED

10'

NEW BULKHEAD CAP

SEE DETAILS AT RIGHT

5/8" NUT & WASHER

W/ PLATE ANCHOR

WATER LEVEL

5/8" SS ALL THREAD

TIE BACK ROD

5/8" NUT & WASHER

PROP. GRADE

FILL AS REQ'D.

1x3x3 CONC.

DEADMAN (TYP.)

6"

BAC

KFILL AS N

EEDE

D

EXISTING WOOD

BULKHEAD TO

REMAIN IN PLACE

' M

IN

TURBIDITY CURTAIN

AS NEEDED

LAKE

EXISTING WALL TO BE

CUT SO NEW WALL CAN

MATCH EXISTING HEIGHT

(2) 2x12 P.T. ON

TOP OF RET. WALL

4x6 WALER

SS ALL THREAD

BOLT @ 36" O.C.

VINYL SHEET PILE

6x6 WALER

8" BUTT PILING @ 8' ON

CENTER. PILING TO BE

CUT OFF BENEATH 6"x6"

2x6 P.T. "CLIP" EVERY

OTHER PANEL

TURNBACK

G R

EE

N

LA

KE

5/8" SS ALLTHREAD

ROD @12' OC

5/8 WASHER & NUT (TYP)

NEW VINYL SEAWALL

4x6 P.T. WAILER6x6 P.T. WAILER

ATTACH 2x12s TO 2x6

2x10 P.T. VERTICAL

BOARDS

2x6 P.T. HORIZONTAL

BOARDS

2x6 P.T. HORIZONTAL

BOARDS

8" BUTT PILING

TO BE CUT OFF

BELOW 6x6 WALER

LAKE

'-0

(T

YP

16' MAX

(TYP)

TIEBACK & CONC. DEADMAN

PROP. 58" SS TIEBACK

PROP. VINYL

SEAWALL

PROPOSED SEAWALL

GREEN

EXISTING SEAWALL

NOT SHOWN

PROP. 6"x6" WAILER

PROP. 4"x6" WAILER

8x8 BUTT PILING @8' O.C.

8" BUTT PILING TO BE

CUT OFF BENEATH 6"x6"

WAILER, @8' O.C.

6x6 WAILER

2x12 CAP

WATER LEVEL

2x6 P.T. HORIZ.

2x6 P.T. HORIZ.

2x10 P.T.

VERTICALS

ATTACHED

W/#10x3"

DECK SCREWS

SITE DATA

LOAD LINES:

BALLAST:

FLOTATION:

ROPES WITH HEAVY VINYL COATING.

DUAL 5/16" GALVANIZED WIRE

5/16" GALVANIZED CHAIN

29 LBS/FT BUOYANCY.

12" EXPANDED POLYSTYRENE OVER

(1.1 LBS/FT.)

CONNECTOR:

FABRIC:

SPECIFICATIONS:

HIGH VISIBILITY YELLOW, 22 OZ./YD WEIGHT.

EXTRUDED ALUMINUM CONNECTORS.

PVC PIPE FOR FABRIC CLOSURE. OPTIONAL

LOAD LINES WITH SLOTTED REINFORCED

SNAP HOOKS AND RINGS CONNECT

HIGH STRENGTH NYLON REINFORCED VINYL,

TURBIDITY CURTAINS ARE TO REMAIN IN PLACE FOR A PERIOD OF

TIME NOT LESS THAN SEVEN (7) DAYS AFTER WORK HAS BEEN

COMPLETED AND TURBIDITY LEVELS ARE EQUAL TO OR BELOW

BACKGROUND N.T.U. LEVELS.

NEED

TO

ACCORDING

DEPTH

SCALE: NOT TO SCALE

FLOATING TURBIDITY CURTAIN

SCALE: N.T.S.

SITE LOCATION

SCALE: 1/4" = 1'-0"

TYP. SECTION

77TH STREET

69TH STREET

73RD STREET

O

LD DIXIE HW

Y.

US HIG

HW

AY 1

TH

A

VE

N U

E SANDRIDGE

GOLF CLUB

North

SCALE: 1/2" = 1'-0"

TYP. BULKHEAD PLAN TYP. BULKHEAD SECTION

SCALE: 1/2" = 1'-0"

SCALE: NOT TO SCALE

TYP. BULKHEAD ELEVATION

GREEN #6

DUNES COURSE

CART PATH

LAKE

PROPOSED @400 LF

REPLACEMENT BULKHEAD

SEE DETAILS THIS SHEET

SCALE: N.T.S.

BULKHEAD PLAN

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SCALE

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SHEET

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ZONE

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REV

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REVISIONS - DESCRIPTION

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APPROVED

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DATE

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AS NOTED

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%%UPROPERTY ADDRESS:

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VERO BEACH, FL 32967

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5300 73RD STREET

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INDIAN RIVER DOCKS, LLC

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481 AVOCADO AVE SEBASTIAN, FL 32958 (772)-777-7777

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SANDRIDGE GOLF CLUB BULKHEAD PLANS GREEN#6 DUNES COURSE

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RECREATIONAL

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X, AE-21, MAP# 12061C0227J JANUARY 26, 2023

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REC

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SECTION 04, TOWNSHIP 32S, RANGE 39E

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KASTNER ENGINEERING, LLC

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INDIAN RIVER COUNTY

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5300 73RD STREET

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SANDRIDGE GOLF CLUB BULKHEAD

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FLOOD ZONE:

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VERO BEACH, FL 32967

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STATEMENT OF USE:

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FUTURE LAND USE:

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ZONING:

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SEC-TOWNSHIP-RANGE:

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COCOA, FL 32927

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5320 FLORIDA PALM AVENUE

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STEVE KASTNER, PE

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ENGINEER:

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VERO BEACH, FL 34960

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1801 27TH STREET

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OWNER:

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PROJECT ADDRESS:

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PROJECT NAME:

AutoCAD SHX Text email: stephenkastner11@gmail.com

AutoCAD SHX Text PROJECT DESCRIPTION: THE REPLACEMENT OF FOUR EXISTING BULKHEADS THE REPLACEMENT OF FOUR EXISTING BULKHEADS (WHICH ARE IN DISREPAIR) ON THE SANDRIDGE GOLF COURSE. BULKHEADS REPLACED INCLUDE GREENS ON HOLES #2 & #6 ON THE DUNES COURSE AND HOLES #14 #18 ON THE LAKES COURSE. TOTAL LENGTH OF REBUILT BULKHEADS IS @ 1,325 FEET.

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GREEN#6 DUNES COURSE

steph Text Box

VANGUARD LIGHT DUTY, OR TIDEWALL TW30

2026-03-06T22:00:04-0500
Stephen E Kastner

File details come from the government source that posted it. Updated .