ESBD_494342_1773949732479_2026-03-19 CBBEP Deadman Island Addendum 1.pdf

PDF 6 MB Posted Mar 26, 2026

Attached to: Deadman Island Restoration and Protection, Aransas Bay, Texas
Solicitation number: 2439
Issued by: Angelina County, Texas

About this file

Written by GovTribe AI · Mar 27, 2026

This addendum modifies the contract documents for the Deadman Island Restoration and Protection project, a coastal restoration initiative managed by the Coastal Bend Bays & Estuaries Program (CBBEP) in Aransas Bay, Texas, with engineering services provided by HDR Engineering, Inc. The project encompasses base work and five additive bid options for island restoration, including the placement of approximately 13,300 cubic yards of imported sand fill to create approximately 3.2 acres of island, construction of a 1,750 linear foot breakwater, installation of daybeacons, and aerial photography. Additive bids include raising the breakwater crest elevation from +3.5 feet to +4.0 feet and further to +4.5 feet, placement of approximately 1,600 cubic yards of additional sand material, approximately 2,100 cubic yards of sandy loam material, construction of a 650 linear foot grassed reed oyster reef, and installation of an additional daybeacon. The engineer's estimate for base work ranges from $4,700,000 to $5,400,000. CBBEP anticipates providing notice of intent to award in April 2026 and contract award in July 2026, with all work required to be completed prior to November 31, 2026. The addendum revises the proposal form, specification 01 11 00 (Summary of Work), and construction drawings dated March 2, 2026, replacing them with updated versions dated March 16, 2026, with modifications to Item 1.5 (Sand Fill), Item 2.3 (Raise Crest of Sand Fill), and Item 2.4 (Sandy Loam Fill).

Unit prices submitted by contractors must represent fully installed items and include all costs for material, supervision, labor, profit, overhead, and subsidiary costs, with extended prices calculated by multiplying quantity times unit price. Additive Bid No. 2 (raising breakwater crest from +4.0 feet to +4.5 feet) may only be awarded in conjunction with Additive Bid No. 1. The contract includes standby time provisions that may be activated at CBBEP's discretion through change order, with payment based on actual rental rates of equipment and labor rates of personnel on site or stated rates, whichever is less, covering daily rates (up to 6 days) and weekly rates (up to 4 weeks). Upon notification of award, the selected contractor must execute the formal contract within ten calendar days and provide a Performance Bond and Payment Bond as required. A bid bond equal to 5% of the highest amount bid is required, with provisions becoming the property of CBBEP as liquidated damages if the contract and bonds are not executed within the specified timeframe. Contractors must acknowledge receipt of the addendum on the proposal form and incorporate all changes and modifications into their bids.

View the file

Other files

File	Type	Posted
ESBD_494342_1772812764256_Notice to Bidders.pdf	PDF	Mar 26, 2026
ESBD_494342_1774548502884_2026-03-26 CBBEP Deadman Island Addendum 2.pdf	PDF	Mar 26, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

HDR Engineering, Inc. 10426649

Addendum No. 1

COASTAL BEND BAYS & ESTUARIES PROGRAM

ADDENDUM NO. 1

SPECIAL PROVISIONS, SPECIFICATIONS AND FORMS OF CONTRACTS AND BONDS

FOR DEADMAN ISLAND RESTORATION AND PROTECTION

MARCH 19, 2026

TO ALL POTENTIAL BIDDERS:

This addendum shall be considered part of the Contract Documents and is issued to change, amplify, or delete from or otherwise explain the drawings and specifications where provisions of this addendum differ from those of the original contract documents. This addendum shall have precedence over the original drawings and specifications and shall govern.

Respondents are hereby notified that they shall incorporate this addendum in their bid, and it shall be construed that the Contractor's Bid shall reflect with full knowledge, all items, changes and modifications to the Contract Documents herein specified.

RESPONDENTS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE

PROVIDED ON THE PROPOSAL FORM.

SPECIFICATIONS

1. Replace Proposal Form in its entirety with the attached revision. Item 1.5, “Sand Fill,” Item

2.3, “Raise Crest of Sand Fill from +3.5 feet to +4.0 feet,” and Item 2.4, “Sandy Loam Fill,” were modified.

2. Replace Specification 01 11 00, “Summary of Work,” in its entirety with the attached revision.

Paragraph 1.5, B was amended.

3. Page 2 of section 01 22 00, “Measurement and Payment” is duplicated between the end of Section 01 22 00 and the beginning of Section 01 26 00, “Contract Modification Procedures.”

The duplicate page shall be disregarded.

PLANS

Replace Drawings dated 3/2/2026 with the attached Plans dated 3/16/2026. The title block is modified on all sheets, and Detail 1 on Sheet 03C-01 is modified.

ADDITIONAL INFORMATION

1. The following is for information only. Engineer’s estimate for the project is approximately

$4,700,000 to $5,400,000 for Base Work. Owner’s budgetary dollar amount is sufficient to award the Base Work within Engineer’s estimate.

HDR Engineering, Inc. 10426649

Addendum No. 1

END OF ADDENDUM NO. 1

OWNER: COASTAL BEND BAYS & ESTUARIES PROGRAM

ENGINEER: HDR ENGINEERING, INC.

ATTACHMENTS: Revised Proposal Form Revised Specification 01 11 00 Summary of Work Revised Plans

3/19/2026

Proposal

PROPOSAL

Coastal Bend Bays & Estuaries Program, Inc.

1305 N Shoreline Blvd, Suite 205

Corpus Christi, Texas 78401

Having carefully examined the drawings, specifications and contract documents for DEADMAN

ISLAND RESTORATION AND PROTECTION project the undersigned proposes to furnish all labor, equipment and materials necessary to complete all work for the following prices:

THIS SHEET MUST BE COMPLETELY FILLED OUT IN INK OR TYPEWRITTEN WITH ANY

NECESSARY SUPPLEMENTAL INFORMATION ATTACHED.

1. BASE BID

Item Description Quantity Unit Price Extended Price

1.1 Mobilization/Demobilization 1 LS $ ________________ $ ________________

1.2 Construction Surveys 1 LS $ ________________ $ ________________

1.3 Light-Loading Area Survey and Cleanup 1 LS $ ________________ $ ________________

1.4 Breakwater 1,750 LF $ ________________ $ ________________

1.5 Sand Fill 1 LS $ ________________ $ ________________

1.6 Daybeacons 6 EA $ ________________ $ ________________

1.7 Acceptance Aerial Photography 1 LS $ ________________ $ ________________

TOTAL BASE BID (Sum of Items 1.1 through 1.7): $

_____________________________________________________________________________ Dollars

2. ADDITIVE BIDS

Item Description Quantity Unit Price Extended Price

Additive Bid No. 1:

2.1 Raise Crest of

Breakwater from +3.5 feet to

+4.0 feet 1,750 LF $________________ $________________

Additive Bid No. 2:

2.2 Raise Crest of

Breakwater from +4.0 feet to

+4.5 feet 1,750 LF $ ________________ $ ________________

Additive Bid No. 3:

2.3 Raise Crest of Sand

Fill from +3.5 feet to +4.0 feet 1 LS $ ________________ $ ________________

Additive Bid No. 4:

2.4 Sandy Loam Fill 1 LS $ ________________ $ ________________

Additive Bid No. 5:

2.5 Oyster Reef 650 LF $ ________________ $ ________________

2.6 Additional Daybeacon 1 EA $ ________________ $ ________________

ADDITIVE BID NO. 2 WILL ONLY BE AWARED IN CONJUNCTION WITH ADDITIVE BID NO. 1.

UNIT PRICES ARE FOR FULLY INSTALLED ITEMS AND INDICATE ALL COSTS OF MATERIAL,

SUPERVISION, LABOR, PROFIT, OVERHEAD, AND SUBSIDIARY COSTS.

QUANTITY TIMES UNIT PRICE SHALL EQUAL EXTENDED PRICE.

CBBEP ANTICIPATES PROVIDING A NOTICE OF INTENT TO AWARD IN APRIL 2026 AND

PROVIDING CONTRACT AWARD IN JULY 2026. ALL WORK SHALL BE COMPLETED PRIOR TO

NOVEMBER 31, 2026.

3. STANDBY TIME

At any time during the contract performance period, CBBEP may issue a temporary stop work order and activate standby time provisions. If activated, standby time will be paid to the Contractor based on actual rental rates of equipment and labor rates of personnel on site during that time, or based on the stated rates, whichever is less:

3.1 Daily Rate (Up to 6 Days) Labor Rate $ /Day

Equipment Rate $ /Day

Total Daily Rate $ /Day

3.2 Weekly Rate (Up to 4 Weeks) Labor Rate $ /Week

Equipment Rate $ /Week

Total Weekly Rate $ /Week

CBBEP reserves the right to activate, or not to activate, standby time provisions, as it deems appropriate, in the form of a change order to the contract.

The undersigned hereby declares that they have visited the site and has carefully examined the plans, specifications and contract documents relating to the work, that they agree to do the work, and that no representations made by CBBEP are in any sense a warranty, but are mere estimates for the guidance of the Contractor.

Upon notification of award of contract, the undersigned will within ten (10) calendar days execute the formal contract and will deliver a Performance Bond (as required) for the faithful performance of this contract and a Payment Bond (as required) to insure payment for all labor and materials. The bid bond attached to this proposal, in the amount of 5% of the highest amount bid, is to become the property of

CBBEP in the event the contract and bonds are not executed within the time above set forth as liquidated damages for the delay and additional work caused thereby.

The undersigned further declares that they will provide all necessary tools and apparatus, do all the work and furnish all materials and do everything required to carry out the above mentioned work covered by this proposal, in strict accordance with the plans, specifications and contract documents and the requirements pertaining thereto, for the sum or sums above set forth.

Receipt of the following addenda is acknowledged (addenda number): __________________________

Respectfully submitted:

SIGNATURE

PRINT NAME

TITLE

COMPANY

ADDRESS

CITY, STATE, ZIP

TELEPHONE

FAX NUMBER

DATE

Project Number

10426649 SUMMARY OF WORK

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Location and description of Work and prior uses of the Site.

2. Construction Contracts for this Project.

3. Others retained by Owner for the Project.

4. Sequence and progress of Work.

5. Utility owners.

1.2 LOCATION AND DESCRIPTION OF WORK

A. The Work component at Deadman Island is within the Aransas Bay in Aransas County, Texas.

B. The Work component at Deadman Island is broadly described below, in accordance with the

Contract Documents, with all related appurtenances. Work shown on the Plans, or indicated in the Specifications, or indicated elsewhere in the Contract Documents is part of the Work, regardless of whether indicated below. The Work includes, but is not limited to, the following:

1. Base Work:

a. Placement of approximately 13,300 CY (neatline) of imported sand fill material for creation of approximately 3.2 acres of island.

b. Construction of a 1,750 LF breakwater for containment of the fill material.

c. Installation of 6 daybeacons around constructed island.

d. Aerial photography.

e. Construction surveying.

f. Light-loading Area Survey and Cleanup

2. Additive Bid No. 1:

a. Increasing the template of the breakwater

3. Additive Bid No. 2:

a. Additional increase of the template of the breakwater

4. Additive Bid No. 3:

a. Placement of approximately 1,600 CY (neatline) of imported sand material to increase the fill elevation.

5. Additive Bid No. 4:

a. Placement of approximately 2,100 CY (neatline) of imported sandy loam material.

6. Additive Bid No. 5:

a. Construction of a 650 LF GRR oyster reef

b. Install 1 additional daybeacon.

C. Contracting Method: The Project will be constructed under a single prime construction

Contract.

D. Hazardous Environmental Conditions: To the best of Owner’s knowledge, information, and belief, prior use of the Site excluded activities that may have created hazardous environmental conditions. Known surface and subsurface features at the site are described in the Plans and accompanying geophysical data in Appendix A.

1.3 CONSTRUCTION CONTRACTS FOR THIS PROJECT

A. Single Prime Construction Contract: The Contract requires all the Work for the Project not expressly allocated to Owner or others in the Contract Documents.

Project Number

10426649 SUMMARY OF WORK

01 11 00 - 2

1.4 OTHERS RETAINED BY OWNER FOR THE PROJECT

A. CBBEP’s Engineer:

1. CBBEP’s Engineer is identified in the Agreement.

2. CBBEP’s Engineer’s responsibilities for the Project, relative to Contractor, are indicated throughout the Contract Documents.

3. CBBEP’s Engineer will not furnish the services of a Resident Project Representative (RPR) for this project.

1.5 SEQUENCE AND PROGRESS OF WORK

A. General: The sequence of construction shall be determined by the Contractor, unless otherwise restricted by the Contract Documents. Work components within the project site shall follow the restrictions described in Section 1.5, B. The overall project construction shall be continuous from start to finish with no appreciable shut down periods.

B. Sequencing:

1. Incorporate sequencing of the Work into the Progress Schedule.

2. Sequencing Requirements for work components at Deadman Island:

a. Restrictions: The following construction sequence restrictions shall apply to the work for this project:

1) Prior to commencing construction,

a) Initial survey shall be conducted over all project areas where work will be performed.

b) Pre-Construction Hazard survey shall be performed over all areas where work will be performed.

c) Pre-Construction Aerial photographs shall be conducted prior to commencing any construction activities.

2) Breakwater construction shall be completed prior to placing island fill.

3) Breakwater final survey shall be completed, submitted, and accepted by Engineer prior to placement of island fill.

4) Acceptance Aerial photographs shall be conducted after completion of all construction activities.

1.6 UTILITY OWNERS

A. Utilities known to CBBEP’s Engineer and that may have Underground Facilities or other facilities in the vicinity of the Work are shown on the Plans.

B. Utilities and their owners indicated in the Contract Documents are for Contractor’s convenience.

Neither Owner nor CBBEP’s Engineer will be liable to Contractor or any utility owner for failure to indicate utility, its owner, or complete and correct contact information in the Contract

Documents where Contractor’s reasonable and ordinarily-exercised diligence would reveal the presence of the utility and its owner. Nothing in the Contract mitigates Contractor’s responsibilities under the General Conditions and Provisions; Section 35 00 01, “Construction

Surveying; and Laws and Regulations, including “call before you dig” regulations.

PART 2 - PRODUCTS - (NOT USED)

PART 3 - EXECUTION - (NOT USED)

END OF SECTION

I N D E X O F D R A W I N G S

Sheet Number Sheet Title

GENERAL

00G-00 COVER SHEET AND INDEX

00G-01 GENERAL NOTES, LEGENDS, AND SURVEY MAP

CIVIL

01C-01 EXISTING CONDITIONS

02C-01 PROJECT LAYOUT

02C-02 ENLARGED PROJECT LAYOUT

02C-03 CONSTRUCTION SURVEY PLAN

03C-01 TYPICAL SECTIONS AND DETAILS

04C-01 BREAKWATER AND REEF CROSS-SECTIONS

04C-02 BREAKWATER AND REEF CROSS-SECTIONS

04C-03 BREAKWATER CROSS-SECTIONS

05C-01 SAND FILL CROSS-SECTIONS

05C-02 SAND FILL CROSS-SECTIONS

05C-03 SAND FILL CROSS-SECTIONS

05C-04 SAND FILL CROSS-SECTIONS

C o n s t r u c t i o n D r a w i n g s F o r

COASTAL BEND BAYS &

ESTUARIES PROGRAM

HDR Engineering, Inc.

TBPELS Firm Registration No. F-754

DEADMAN ISLAND

RESTORATION AND PROTECTION

PROJECT

VICINITY

CORPUS CHRISTI SHIP CHANNEL

GULF OF AMERICA

CORPUS CHRISTI BAY

SAN

JOSE

ISLAND

PORT

ARANSAS

L W

ROCKPORT

FULTON

ARANSAS

PASS

INGLESIDE

ARANSAS BAY

HDR Project No.

10426649

Aransas Bay, Tx March 16, 2026

T E X A S

CBBEP Project No. 2339

GENERAL NOTES, LEGENDS, AND SURVEY MAP

00G-01.DWG

AS NOTED 00G-01

GENERAL LINE SYMBOLOGY

2,604,803.113,230,063.3

EASTINGNORTHING NAME

877 4513 H

MONUMENTS USED FOR SURVEY CONTROL

C2 SURVEY CONTROL POINT

4.5'

ELEVATION (NAVD88)

-15.3 2022 SPOT ELEVATION, FT

GENERAL NOTES:

1. AERIAL PHOTOGRAPH SHOWN WAS OBTAINED FROM TERRA FLIGHT AERIAL IMAGING, INC. DATED FEBRUARY 2022, UNLESS NOTED OTHERWISE.

2. ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN; CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCING WORK.

3. CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL NOTIFY CBBEP'S

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

4. PROJECT IS WITHIN AND ADJACENT TO ENVIRONMENTALLY SENSITIVE AREAS. CONTRACTOR SHALL AVOID IMPACTS TO THESE AREAS OUTSIDE OF WORK AREAS SHOWN IN THESE DRAWINGS DURING THE COURSE OF WORK. ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE RESTORED AT THE EXPENSE OF CONTRACTOR AND TO THE SATISFACTION OF OWNER AND RESOURCE AGENCIES. OWNER SHALL BE THE SOLE ASSESSOR AS TO WHETHER ENVIRONMENTAL IMPACTS HAVE OCCURRED AS A RESULT OF CONTRACTOR'S ACTIVITIES. OWNER RESERVES THE RIGHT TO SUSPEND WORK AT ANY TIME IF IMPACTS OCCUR UNTIL SATISFACTORY CORRECTIVE MEASURES ARE IMPLEMENTED BY

CONTRACTOR.

5. CONTRACTOR SHALL OBTAIN PERMISSION FROM PROPERTY OWNERS FOR STAGING AREAS AND CONSTRUCTION ACCESS ROUTES ON PRIVATE PROPERTY. ENVIRONMENTALLY SENSITIVE AREAS SHALL NOT BE USED FOR STAGING OR ACCESS.

6. CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED OVER EXISTING MARSH VEGETATION, SEAGRASS, OR OYSTER REEFS WITHOUT PRIOR

COORDINATION WITH CBBEP'S ENGINEER.

7. CONTRACTOR SHALL TAKE PRECAUTIONS, SECURE EQUIPMENT, AND PROTECT THE WORK AGAINST ADVERSE WEATHER CONDITIONS AND

SURGE/WAKE FROM PASSING VESSELS REGARDLESS OF MARINE CONDITIONS.

8. UNLESS OTHERWISE NOTED WITHIN DRAWINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING INGRESS/EGRESS ROUTES AND STAGING/MOORING AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY OBSTRUCTIONS OR UTILITIES WITHIN THESE AREAS.

9. CONTRACTOR SHALL ANTICIPATE GROUNDWATER, SURFACE WATER, AND TIDAL WATER ENTERING THE PROJECT SITE AND APPLY

APPROPRIATE MEANS AND METHODS FOR CONSTRUCTION IN SOFT/WET/SATURATED SOILS.

SURVEY NOTES:

1. COORDINATES SHOWN ARE IN U.S. FEET AND ARE REFERENCED TO STATE PLANE, TEXAS SOUTH ZONE, NAD '83 (2011).

2. ELEVATIONS SHOWN ARE IN FEET AND REFERENCED TO NAVD '88, GEOID 18.

3. HYDROGRAPHIC AND TOPOGRAPHIC SURVEYS WERE CONDUCTED BY T. BAKER SMITH ON FEBRUARY 1, 2022 AND MARCH 21, 2025 AND

REPRESENT THE CONDITIONS THAT EXISTED AT THE TIME OF THE SURVEYS.

4. A MAGNETOMETER SURVEY WAS PERFORMED BY T. BAKER SMITH ON MARCH 2, 2022. SEE RESULTS IN APPENDIX E. THIS MAGNETOMETER SURVEY IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATIONS OF POTENTIAL HAZARDS, OBSTRUCTIONS, AND UTILITIES WITHIN WORK AND NAVIGATION AREAS. SEE SPECIFICATION 35 00 01, "CONSTRUCTION

SURVEYING."

5. MONUMENTS FOR SURVEY CONTROL PROVIDED IN TABLE BELOW.

BREAKWATER AND SAND FILL BASELINE

APPROXIMATE EXISTING GRADE

GEOTEXTILE FILTER FABRIC

GRADED RIPRAP (CROSS SECTION)

GENERAL

SURVEYING/MAPPING

DEMOLITION

CIVIL

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

G V X C

EXAMPLE

SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY

SHEET NAMING CONVENTION

PLACEHOLDER

SHEET NUMBER

DISCIPLINE DESIGNATOR

SERIES DESIGNATION

0 0

0 1

BASEWORK DAYBEACON

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT ARE

CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE SAME

SHEET THEY ARE CUT OR CALLED OUT ON.

PROPOSED BREAKWATER (PLAN VIEW)

SURVEY MAP AND KEY MAP

N.T.S.

ARROW INDICATES

DIRECTION OF

PLAN NORTH

NORTH ARROW

PLAN TITLE

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SECTION LETTER

SHEET WHERE SECTION

IS LOCATED

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION CUT MARKER DETAIL MARKER

SECTION TITLE

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

DETAIL TITLE

PLAN

1/4" = 1'-0"

XXX

SECTION

3/8" = 1'-0"

XXX

DETAIL

1/4" = 1'-0"

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

GULF

AMERICAARANSAS

BAY

SURVEY TRANSECT LOCATION

1+00

LAMAR

GULF

OAS

L W

SAN JOSE

ISLAND

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

PHILIP J. BLACKMAR

10426649

DRAWN BY

CHECKED BY

COASTAL BEND BAYS AND

ESTUARIES PROGRAM

P. J. BLACKMAR

O. SALAS

C. PERRY

- 03/02/2026 ISSUED FOR BID

1 03/16/2026 ADDENDUM 1

DEADMAN ISLAND

RESTORATION AND

PROTECTION

HDR Engineering, Inc.

TBPELS Firm Registration No. F-754

FULTON

ROCKPORT

COPANO

BAY

01C-01

EXISTING

CONDITIONS

02C-01

PROJECT

LAYOUT

DEADMAN ISLAND

877 4513 H

ABBREVIATIONS

GRADED RIPRAP

GULF INTRACOASTAL WATERWAY

GRR

GIWW

S1 SURVEY TRANSECT POINT

SAND FILL

PROPOSED REEF (PLAN VIEW)

PROPOSED REEF (CROSS SECTION)

PILE

PLATFORM

OBSTRUCTION

SLOPE (PLAN VIEW)

-15.3 2025 SPOT ELEVATION, FT

SANDY LOAM FILL

ADDITIVE BID DAYBEACON

GIWW LIMITS

OBSTRUCTION (TYP.)

PILE (TYP.)

PLATFORM (TYP.)

ORT

O'C

ONNOR

RAN

GULF

OAS

L W

-3.77 -3.97

-4.10 -4.27

-4.40 -4.53

-4.66 -5.05

-5.42 -5.32

-5.19 -5.19

-5.19 -5.09

-5.09 -5.19

-5.25 -5.42

-5.58 -6.89

-5.09 -4.79

-5.51 -5.51

-5.78 -5.84

-5.81 -6.10

-6.79 -6.40

-6.83 -6.63

-6.40 -6.24

-6.43 -6.63

-6.92 -7.32

-7.42 -7.42

-7.42 -7.55

-7.58 -7.68

-7.74 -7.74

-7.74

-6.56 -6.53

-6.20 -6.30

-6.07 -5.87

-5.71 -5.91

-5.94 -5.87

-5.84 -5.84

-5.71 -5.64

-5.58 -5.48

-5.38 -5.22

-5.19 -5.12

-4.92 -4.79

-4.69 -4.63

-4.63 -4.43

-4.46 -4.30

-4.10 -4.00

-3.94 -3.81

-3.87 -3.61

-3.58 -3.45

-3.25 -3.18

-3.09 -2.92

-2.86 -2.82

-2.76 -2.66

-2.53 -2.27

-2.27 -2.23

-2.30 -2.23

-2.23 -2.20

-5.28 -5.32

-5.32 -5.28

-5.32 -5.25

-5.38 -5.19

-5.15 -5.28

-4.33 -3.45

-2.92 -2.50

-2.36 -2.36

-2.33 -2.27

-2.30 -2.20

-2.13 -1.90

-2.17 -2.27

-2.46 -2.50

-2.63 -2.53

-2.50 -2.56

-2.53 -2.59

-2.82 -2.82

-2.79 -2.89

-3.22 -3.41

-3.35 -3.58

-3.64 -3.81

-3.87 -4.00

-4.07 -4.17

-4.27 -4.23

-4.33 -4.43

-4.56 -4.69

-4.73 -4.82

-4.92 -4.92

-5.12 -5.19

-5.32 -5.42

-5.55 -5.81

-5.97 -6.24

-6.43 -6.50

-6.60 -6.66

-6.66 -6.73

-6.66 -6.60

-6.47 -6.43

-6.43 -6.50

-6.40 -6.43

-6.50 -6.56

-6.56 -6.69

-6.79 -6.89

-7.12 -7.58

-7.68 -7.74

-7.81 -7.81

-7.81 -7.84

-7.91 -7.91

-7.94 -7.94

-7.97 -8.01

-8.04 -8.04

-8.07

-6.53 -6.27

-6.07 -5.81

-5.84 -5.71

-5.55 -5.45

-5.38 -5.32

-5.19 -5.19

-5.05 -4.86

-4.79 -4.82

-4.59 -4.40

-4.50 -4.40

-4.20 -3.97

-3.94 -3.91

-3.84 -3.68

-3.55 -3.48

-3.35 -3.22

-3.09 -2.89

-2.27 -2.27

-2.40 -2.53

-2.63 -2.69

-2.86 -3.18

-3.45 -3.77

-4.14 -4.23

-4.33 -4.50

-4.59 -4.96

-5.05 -5.12

-5.12 -5.22

-5.15 -5.32

-5.19 -5.28

-5.19 -5.15

-4.89 -4.96

-4.99 -4.82

-4.82 -4.79

-4.53 -4.43

-4.27 -3.71

-3.41 -3.22

-3.22 -3.32

-3.35 -3.38

-3.48 -3.58

-3.68 -3.81

-3.94 -4.00

-4.23 -4.40

-4.59 -4.79

-4.89 -5.09

-5.51

-6.96 -7.02

-6.96 -6.89

-6.83 -6.60

-6.10 -5.68

-5.32 -4.96

-4.63 -4.37

-4.04 -3.81

-3.68 -3.48

-3.28 -3.22

-3.12 -3.02

-3.02 -2.99

-2.99 -2.99

-3.15 -3.68

-3.84 -3.84

-3.81 -3.87

-3.91 -4.07

-4.14 -4.33

-5.38 -5.12

-4.96 -4.33

-3.87 -3.45

-3.22 -3.05

-2.95 -2.89

-3.28 -3.91

-3.97 -3.87

-4.00 -4.00

-4.04 -4.17

-4.23 -4.43

-4.46 -4.63

-4.66 -4.73

-4.82 -4.99

-5.05 -5.19

-5.35 -5.45

-4.96 -4.86

-4.69 -4.50

-4.43 -4.27

-4.07 -3.97

-3.87 -3.68

-3.45 -3.35

-3.22

-4.27 -4.17

-4.14 -4.00

-3.77 -3.61

-3.58 -3.58

-3.48 -3.32

-3.22 -3.09

-3.15 -2.95

-2.89 -2.86

-2.76 -2.69

-2.56 -2.46

-2.43 -2.30

-2.20

-3.38 -3.28

-3.12 -3.09

-3.05 -2.95

-2.82 -2.76

-2.56 -2.43

-2.30 -2.17

-2.10 -2.07

-1.90 -1.90

-1.87 -1.58

-3.09 -2.82

-2.76 -2.69

-2.69 -2.76

-2.76 -2.99

-3.45 -3.74

-4.50 -4.82

-5.15

-5.42 -5.78

-6.17 -6.69

-6.89 -6.83

-6.99 -7.02

-7.02 -7.06

-7.06 -7.06

-7.02 -6.99

-6.99 -7.02

-6.99 -6.99

-6.92 -6.76

-6.69

-7.15 -7.15

-6.99 -7.09

-7.06 -6.96

-6.76 -6.27

-5.87 -5.51

-5.19 -4.86

-4.63 -4.20

-4.17 -3.91

-3.94 -3.64

-3.61 -3.35

-3.25 -3.15

-3.02 -2.86

-2.59 -2.59

-2.53 -2.43

-2.50 -2.56

-2.69 -2.76

-2.82 -3.94

-4.00 -4.17

-4.37 -4.43

-4.53 -4.73

-4.92 -5.09

-5.28 -5.61

-5.91 -6.14

-6.92 -6.92

-6.86 -6.89

-6.83 -6.86

-6.83 -6.79

-6.79 -6.83

-6.83 -6.79

-6.79 -6.83

-6.60 -5.91

-5.38 -4.96

-4.53 -4.33

-4.00

-6.73 -6.92

-7.02 -7.15

-7.15 -7.09

-7.09 -7.09

-7.02 -6.99

-6.99 -6.92

-6.96 -6.92

-6.99 -6.89

-6.89 -6.86

-6.83 -6.86

-6.83 -6.76

-6.76 -6.73

-6.73 -6.69

-6.63 -6.56

-6.56 -6.50

-5.94 -5.48

-5.09 -4.76

-4.40 -4.23

-4.07 -3.87

-3.68 -3.48

-3.22 -2.92

-2.69

-2.50 -2.40

-2.50 -2.72

-2.82 -2.69

-2.66 -2.76

-2.82 -2.89

-2.92 -2.99

-3.15 -3.25

-3.28 -3.38

-3.48 -3.64

-3.84 -3.97

-4.14 -4.33

-4.66 -4.96

-5.25 -5.58

-6.07 -6.37

-6.60 -6.86

-6.66 -6.79

-6.83 -6.76

-6.66 -6.69

-6.76

-0.85

-1.72

-2.18

-2.04

-2.16

-1.82

-1.93

-2.13

-0.99 -1.29

-1.55 -1.83

-2.00

-2.15

-0.76

-0.52

-0.34

1.39

1.85

1.08 -0.67

-1.46

-2.21

0.45

0.56

-0.20

2.38

0.30

-0.06

-0.59

-0.90

-1.24

-1.42

-1.67

-1.88

-1.72

-1.50

-1.35

-1.07

-1.01

-0.67

-0.28

0.57

1.68

-0.75 -2.60

-2.08

-2.04

-2.06

-2.07

-2.08

-1.96

-1.94

-1.89

-1.78

-1.67

0.99

2.01

-0.37

-0.84

-1.24

-1.49 -1.69

-1.71

-1.66

-1.43

-1.50

-1.42

-1.24

-0.84

-0.72

-0.43

-0.11

0.15

1.46

3.07

1.94

-0.73

-2.06

0.65 -1.08

-1.41

-1.69

-1.77

-1.67

-2.13

-1.77

-1.18

-1.15

-0.97

0.87

-0.55 -1.20

-1.65

-0.82 0.80

-1.47 -1.89

-1.99 -2.04

-1.95 -2.14

-2.19

-2.06

-2.58

-2.93

-3.24

-3.17

-2.83

-3.06

-2.90 -2.64

-2.46

-2.15

-3.14 -3.50

-3.43

-3.35

-3.59 -3.40

-3.29

-3.35

-3.63

-3.73 -3.88

-2.82

-2.75 -2.60 -2.31

-2.21

-2.07

-1.86

-2.21

-2.54

-2.38

-2.29

-2.07

-2.18

-2.02

-2.15

-2.08 -1.78

-1.79

-1.74

-5.84

-5.60

-5.43

-5.36

-5.17

-4.94

-4.83

-3.38

-3.96

-5.74

-5.63

-5.57

-5.52 -5.57

-5.54 -4.13

-2.83

-1.77

-1.55

-4.31 -4.29

-4.10 -4.00

-3.81

-3.73

-3.56 -3.38

-3.28

-3.10

-3.08 -3.51

-3.79

-3.91

-4.09 -6.32

-5.96

-5.43

-5.20

-4.80 -4.54

-4.25

-3.91 -3.65

-3.35

-2.97

-2.82

-3.01

-2.96 -2.81

-2.60

-2.62

-2.55

-2.51

-2.54

-2.55

-2.64

-2.70

-3.56

-3.46 -3.21

-3.12 -2.89

-2.63

-2.53

-2.30

-2.21

-2.28

-2.23 -2.05

-2.08

-2.23

-2.21

-2.26 -2.24

-2.31

-2.39 -2.53

-2.35

-2.34 -2.22

-2.54

-2.72

-3.06

-4.25 -4.68

-4.65 -4.18

-3.13

-2.88

-3.16

-4.74

-5.15 -4.62

-2.92

-2.22

-1.29

-5.11 -5.05

-4.77

-4.62

-4.32

-4.08 -3.99

-3.71

-5.05 -4.99

-3.00 -3.41

-2.17 -2.48

-3.40 -3.13

-2.94 -2.80

-2.69 -2.56

-2.46 -2.36

-2.30 -2.35

-2.31 -2.20

-2.22 -2.21

-2.22 -2.31 -2.18

-2.42 -2.53

-2.84 -3.00

-3.12 -3.50

-3.67-3.84 -4.22 -4.36-4.72-5.23

-6.06-6.54

-2.47 -2.66

-3.25 -3.99

-4.14 -4.43-4.72

-5.04 -5.34

-5.49 -5.55

-5.69 -4.24-2.32

-2.00 -1.59

-1.57 -1.71

-1.81-1.55 -1.66

-1.88 -1.96

-2.06 -1.85

-2.01

-1.91 -2.09

-2.32

-2.13

-2.41

-2.87

-3.00

APPROX. PROJECT LIMITS

(SEE SHEET 02C-01)

DEADMAN ISLAND

(3.22 ACRES)

ADDITIVE BID NO. 5 -

OYSTER REEF

(0.90 ACRES)

EXISTING CONDITIONS

01C-01.DWG

AS NOTED 01C-01

00G-01

EXISTING CONDITIONS

SCALE:

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

FILENAME

SCALE

SHEET

DATE

DRAWN BY

CHECKED BY

PROTECTION

HDR Engineering, Inc.

TBPELS Firm Registration No. F-754

NOTES:

1. SEE NOTES ON SHEET 00G-01.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING LOCATIONS OF ANY OBSTRUCTIONS

AND UTILITIES WITHIN CONSTRUCTION ACCESS

CORRIDOR OR WORK BOUNDARY.

LEGEND

-15.3 2022 SPOT ELEVATION, FT

-15.3 2025 SPOT ELEVATION, FT

GULF

OAS

L W

ORT

O'C

ONNOR

RAN

BREAKWATER

ADDITIVE BID NO. 5 -

OYSTER REEF

(0.90 ACRES)

650'

OBSTRUCTION (TYP.)

PILE (TYP.)

PLATFORM (TYP.)

L-1

L-2

C-

C-2

BREAKWATER BASELINE

(SEE SHEET 02C-02)

DB01

DB03

DB06

DB05

BASEWORK -

DAYBEACON (TYP.)

S0+00

S1+00

S2+00

S3+00

S4+00

S5+00

S6+00

S7+00 S7+88.5

ISLAND FILL (SEE SHEET

03C-01 FOR ELEVATION

REQUIREMENTS)

DEADMAN ISLAND

(3.22 ACRES)

ISLAND FILL BASELINE

L-3

0+00/17+50 1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+009+00

10+00

11+00

12+00

13+00

14+00

15+00

17+00

DB02

D B0

ADDITIVE BID NO. 5 -

DAYBEACON

DAYBEACON COORDINATES

DESIGNATION

DB01

DB02

DB03

DB06

DB05

DB04

DB07

NORTHING

13,213,980

13,213,913

13,213,813

13,213,768

13,213,568

13,213,619

13,213,902

EASTING

2,625,464

2,625,656

2,625,939

2,625,283

2,625,853

2,626,005

2,625,202

SAND FILL BASELINE

STATION

S0+00

S7+88.5

NORTHING

13,213,892

13,213,631

EASTING

2,625,231

2,625,975

PROJECT LAYOUT

02C-01.DWG

AS NOTED 02C-01

00G-01

PROJECT LAYOUT

SCALE:

NOTES:

1. SEE NOTES ON SHEET 00G-01.

2. REFER TO SHEET 02C-02 FOR BREAKWATER

BASELINE COORDINATES.

3. CONTRACTOR SHALL SET TEMPORARY STAKES

FOR BREAKWATER ALIGNMENT, AND

DAYBEACONS FOR REVIEW BY ENGINEER PRIOR

TO CONSTRUCTION.

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

FILENAME

SCALE

SHEET

DATE

DRAWN BY

CHECKED BY

PROTECTION

HDR Engineering, Inc.

TBPELS Firm Registration No. F-754

02C-02ENLARGED PROJECT LAYOUT

02C-03

CONSTRUCTION SURVEY PLAN

BREAKWATER

ADDITIVE BID NO. 5 - OYSTER REEF

(0.90 ACRES)

L-1

L-2

C -1

C-

BREAKWATER BASELINE

BASEWORK -

DAYBEACON (TYP.)

ISLAND FILL (SEE SHEET

03C-01 FOR ELEVATION

REQUIREMENTS)

ISLAND FILL BASELINE

0+00/17+50 1+00 2+00 3+00 4+00 5+00 6+00

7+00

9+0010+0011+0012+0013+0014+0015+00

16+00

17+00

650'

DEADMAN ISLAND

(3.2 ACRES)

L-3

O X.

N D

S0+00 S1+00 S2+00 S3+00 S4+00 S5+00 S6+00 S7+00 S7+88.5

ADDITIVE BID NO. 5 - DAYBEACON

BREAKWATER BASELINE

NUMBER

L-1

C-1

L-2

C-2

START

STATION

0+00.0

6+37.3

8+74.8

15+12.1

END

STATION

6+37.3

8+74.8

15+12.1

17+49.6

LENGTH

637.3'

237.5'

637.3'

237.5'

RADIUS

75.6'

LINE/CHORD DIRECTION

S70°38'33"E

S19°21'27"W

N70°38'33"W

N19°21'28"E

START NORTHING

START EASTING

13,213,939 2,625,328

13,213,727 2,625,929

13,213,585 2,625,879

13,213,796 2,625,278

END NORTING

END EASTING

13,213,727 2,625,929

13,213,585 2,625,879

13,213,796 2,625,278

13,213,939 2,625,328

03C-01

ENLARGED PROJECT LAYOUT

02C-02.DWG

AS NOTED 02C-02

02C-01

ENLARGED PROJECT LAYOUT

SCALE:

NOTES:

1. SEE NOTES ON SHEET 00G-01.

2. CONTRACTOR SHALL SET TEMPORARY STAKES

FOR BREAKWATER ALIGNMENT AND DAYBEACONS

FOR REVIEW BY CBBEP'S ENGINEER PRIOR TO

CONSTRUCTION.

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

FILENAME

SCALE

SHEET

DATE

DRAWN BY

CHECKED BY

PROTECTION

HDR Engineering, Inc.

TBPELS Firm Registration No. F-754

B 03C-01

SEE

A 03C-01

SURVEY

TRANSECT COORDINATES

POINT

S01

S02

S03

S04

S05

S06

S07

NORTHING

13,213,950

13,213,649

13,213,912

13,213,611

13,213,874

13,213,573

13,213,999

EASTING

2,625,188

2,626,045

2,625,175

2,626,032

2,625,161

2,626,019

2,625,257

BREAKWATER

ADDITIVE BID NO. 5 -

OYSTER REEF

S01 S02

S03 S04

DEADMAN

ISLAND

S05 S06

S07

S08

S09

S10

S11

S12

S13

S14

S15

S16

S17

S18

S19

S20

S21

S22

S23

S24

S25

S26

S27

S28

S29

S30

S31 S32

S33 S34

BREAKWATER

PROFILE SURVEY

(SEE NOTE 3)

SURVEY TRANSECT

(SEE NOTE 2)(TYP.)

SURVEY

TRANSECT COORDINATES

POINT

S08

S09

S10

S11

S12

S13

S14

NORTHING

13,213,891

13,213,793

13,213,855

13,214,042

13,213,739

13,214,012

13,213,709

EASTING

2,625,292

2,625,184

2,625,280

2,625,364

2,625,258

2,625,450

2,625,343

SURVEY

TRANSECT COORDINATES

POINT

S15

S16

S17

S18

S19

S20

S21

NORTHING

13,213,982

13,213,679

13,213,952

13,213,649

13,213,922

13,213,619

13,213,891

EASTING

2,625,536

2,625,429

2,625,622

2,625,515

2,625,708

2,625,601

2,625,793

SURVEY

TRANSECT COORDINATES

POINT

S22

S23

S24

S25

S26

S27

S28

NORTHING

13,213,588

13,213,861

13,213,558

13,213,831

13,213,528

13,213,668

13,213,730

EASTING

2,625,687

2,625,879

2,625,773

2,625,965

2,625,859

2,625,926

2,626,022

SURVEY

TRANSECT COORDINATES

POINT

S29

S30

S31

S32

S33

S34

NORTHING

13,213,632

13,213,524

13,214,017

13,213,782

13,213,985

13,213,750

EASTING

2,625,914

2,625,949

2,625,317

2,625,986

2,625,305

2,625,975

CONSTRUCTION SURVEY PLAN

02C-03.DWG

AS NOTED 02C-03

02C-01

CONSTRUCTION SURVEY PLAN

SCALE:

NOTES:

1. SEE NOTES ON SHEET 00G-01.

2. TRANSECT LOCATIONS SHOWN ON THIS SHEET

SHALL BE SURVEYED BY CONTRACTOR TO

DOCUMENT INITIAL, INTERIM, AND FINAL

CONDITIONS. REFER TO SPECIFICATION 35 00 01

(CONSTRUCTION SURVEYING) FOR ADDITIONAL

SURVEYING REQUIREMENTS.

3. BREAKWATER PROFILE SURVEY TRANSECTS

NOT SHOWN FOR CLARITY. REFER TO

SPECIFICATION 35 00 01.

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

FILENAME

SCALE

SHEET

DATE

DRAWN BY

CHECKED BY

PROTECTION

HDR Engineering, Inc.

TBPELS Firm Registration No. F-754

3.0'

(MIN.)

SWL (VARIES)

ELEV. +4.5' (MIN.)

1' (MIN.) TO

2' (MAX.) (TYP.)

6' (MIN.)

BREAKWATER

ALIGNMENT POINT

TYPICAL DETAIL - DAYBEACON (SEE NOTE 8)

NOT TO SCALE

03C-01

TYPICAL SECTION - GRR BREAKWATER (SEE NOTE 7)

NOT TO SCALE

02C-02

GRADED RIPRAP TYPE 1

GEOTEXTILE

FILTER FABRIC

NOTES:

1. ALL SLOPES SHOWN ARE STEEPEST ALLOWED.

ACTUAL SLOPES MAY BE LESS (I.E. "FLATTER").

2. GRADED RIP RAP PLACEMENT SHALL MAXIMIZE

CONTACT BETWEEN STONES ON ALL SIDES WITH

EACH STONE HAVING AT LEAST THREE POINTS

OF CONTACT WITH OTHER STONES.

3. REFER TO SPECIFICATIONS SECTION 35 31 19.40

"BREAKWATER" FOR ADDITIONAL GRADED RIP

RAP REQUIREMENTS.

4. DAYBEACONS SHALL BE LOCATED

APPROXIMATELY 10 FEET FROM SEAWARD TOE

OF BREAKWATER. ALL DAYBEACON LOCATIONS

SHALL BE COORDINATED WITH CBBEP'S

ENGINEER PRIOR TO DAYBEACON INSTALLATION.

5. GEOTEXTILE FILTER FABRIC SHOWN BELOW

EXISTING GRADE FOR CLARITY. ACTUAL

PLACEMENT WILL BE DIRECTLY ON EXISTING

GRADE IN CONTACT WITH GRADED RIP RAP.

CONTRACTOR SHALL KEY GEOTEXTILE FILTER

FABRIC AT BREAKWATER CREST ON INTERIOR

(FILL SIDE OF BREAKWATER) WHERE FILL WILL

BE PLACED ADJACENT TO BREAKWATER.

CONTRACTOR SHALL MAINTAIN GEOTEXTILE

FILTER FABRIC ON INTERIOR SLOPE UNTIL FILL IS

PLACED TO REQUIRED SPECIFIED ELEVATION.

CONTRACTOR MAY PROPOSE ALTERNATIVE

METHODS TO PLACING FABRIC ON INTERIOR OF

BREAKWATER TO MAINTAIN ISLAND FILL.

APPROVAL OF ALTERNATIVE METHODS WILL BE

DETERMINED BY CBBEP'S ENGINEER.

6. SANDY LOAM IN ADDITIVE BID NO. 4 MUST BE A

MINIMUM OF 6" THICK IN ADDITION TO MEETING

THE ELEVATION REQUIREMENTS SHOWN.

7. TYPICAL SECTION 1 AND 2 ONLY SHOW THE

ADDITIVE BID NO. 2 BREAKWATER AND ADDITIVE

BID NO. 4 ISLAND FILL FOR CLARITY. THE

BASEWORK AND ADDITIVE BID BREAKWATER

SECTIONS ARE SHOWN IN TYPICAL SECTION 4

AND THE ISLAND FILL BASEWORK AND ADDITIVE

BID DETAILS ARE SHOWN IN TYPICAL ISLAND

SECTION A AND B.

8. IF ADDITIVE BID NO. 5 IS AWARDED, THE WORD

"BREAKWATER" ON DAYBEACON DB01, DB02,

AND DB03 SHALL BE REPLACED WITH

"SUBMERGED REEF".

VARIES

APPROXIMATE EXISTING GROUND

(ELEVATION VARIES)

BREAKWATER (TYP.)

REEF

A 02C-02

TYPICAL ISLAND SECTION

NOT TO SCALE

B 02C-02

TYPICAL ISLAND SECTION

NOT TO SCALE

BREAKWATER

(TYP.)

03C-01

(TYP.)

APPROXIMATE EXISTING GROUND

(ELEVATION VARIES)

APPROXIMATE EXISTING GROUND

(ELEVATION VARIES)

3.0'

(MIN.)

SWL (VARIES)

ELEV. +4.5' (MIN.)

BREAKWATER

ALIGNMENT

6' (MIN.)

BREAKWATER

ALIGNMENT POINT

03C-01

TYPICAL SECTION - GRR BREAKWATER (SEE NOTE 7)

NOT TO SCALE

GRADED RIPRAP TYPE 1

GEOTEXTILE

FILTER FABRIC

ADDITIVE BID NO. 5 - 60' OYSTER REEF

APPROXIMATE EXISTING GROUND

(ELEVATION VARIES)

ELEV. +4.5'

1' (-0.25'/+0.5' TOLERANCE) 1' (MIN.) TO

2' (MAX.) (TYP.)

ANGLE OF

REPOSE

2' (MIN.)

BREAKWATER

ALIGNMENT

GRADED RIPRAP TYPE 2

VARIES

2' (M

IN.)

ELEV. +5.0'