2-DSS - SANDRIDGE GREEN2 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 an engineering plan document for the Sandridge Golf Club Bulkhead Replacement project in Vero Beach, Florida, prepared by Kastner Engineering, LLC for Indian River County. The project involves the replacement of four existing bulkheads that are in disrepair on the Sandridge Golf Course, specifically at Greens #2 and #6 on the Dunes Course and Holes #14 and #18 on the Lakes Course, with a total rebuilt bulkhead length of approximately 1,325 feet. The detailed construction plans specify the use of 8-inch butt piling at 8-foot on-center spacing, vinyl sheet pile seawalls, pressure-treated wood wailers and caps, stainless steel tie-back rods, and concrete deadmen anchors. The plans include specifications for floating turbidity curtains with high-visibility yellow vinyl fabric that must remain in place for a minimum of seven days after work completion until turbidity levels return to background levels. The project is located in Flood Zone AE-21 and is designed to withstand 160 miles per hour wind exposure per the Florida Building Code 8th Edition.

The construction plans were prepared as of January 26, 2023, and provide detailed elevations, sections, and plans at various scales for implementation. Bidders are required to provide all labor and materials to replace the bulkheads in strict accordance with the Kastner Engineering, LLC plans. The property address is 5300 73rd Street, Vero Beach, Florida 32967, with the owner listed as Indian River Docks, LLC. The project engineer is Steve Kastner, PE, with contact information provided for coordination and technical questions regarding the design specifications and construction requirements.

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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: 1/4" = 1'-0"

TYP. PLAN

SCALE: NOT TO SCALE

TYP. BULKHEAD ELEVATION

GREEN #2

DUNES COURSE

LAKE

PROPOSED @150 LF

REPLACEMENT BULKHEAD

SEE DETAILS THIS SHEETBUNKER

BUNKER

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#2 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 BULKHEADS

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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#2 DUNES COURSE

steph Text Box

VANGUARD LIGHT DUTY, OR TIDEWALL TW30

2026-03-06T21:58:03-0500
Stephen E Kastner

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