B.08.03_Amendment_2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT BEACH RENOURISHMENT MIAMI BEACH – HOTSPOTS 2019

A. See continuation sheet for amendment details

B. All other terms and conditions remain unchanged

1. CONTRACT ID CODE PAGE OF PAGES

J 1 67

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP19B0017

X 9B. DATED (SEE ITEM 11)

23-Jul-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Aug-2019

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT BEACH RENOURISHMENT MIAMI BEACH

– HOTSPOTS 2019

W912EP19B0017 2 Amendment 0002

SUMMARY OF CHANGES

1. CONSTRUCTION SOLICITATION AND SPECIFICATIONS:

A. Changes are indicated by asterisks appearing before and after the line or lines where amendments have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. Text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

DELETE Section 00 31 21 and REPLACE with the attached Section 00 31 21.

DELETE Section 01 11 00 and REPLACE with the attached Section 01 11 00.

DELETE Section 01 22 00 and REPLACE with the attached Section 01 22 00.

DELETE Section 01 50 02 and REPLACE with the attached Section 01 50 02.

DELETE Section 01 57 20 and REPLACE with the attached Section 01 57 20.

2. DRAWINGS: The following are changes to the drawings. Drawings should be adequately marked to indicate that they have been changed. Drawings furnished to the Contractor in accordance with the Contract Clause entitled "CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS" will be revised to reflect the revisions made herein.

DELETE Sheet G-02 and REPLACE with the attached Sheet G-02.

DELETE Sheet G-04 and REPLACE with the attached Sheet G-04.

DELETE Sheet C-01 and REPLACE with the attached Sheet C-01.

DELETE Sheet C-02 and REPLACE with the attached Sheet C-02.

DELETE Sheet C-03 and REPLACE with the attached Sheet C-03.

DELETE Sheet C-04 and REPLACE with the attached Sheet C-04.

DELETE Sheet C-05 and REPLACE with the attached Sheet C-05.

DELETE Sheet C-06 and REPLACE with the attached Sheet C-06.

DELETE Sheet C-07 and REPLACE with the attached Sheet C-07.

DELETE Sheet C-08 and REPLACE with the attached Sheet C-08.

DELETE Sheet C-09 and REPLACE with the attached Sheet C-09.

DELETE Sheet C-11 and REPLACE with the attached Sheet C-11.

DELETE Sheet C-12 and REPLACE with the attached Sheet C-12.

DELETE Sheet C-13 and REPLACE with the attached Sheet C-13.

DELETE Sheet C-14 and REPLACE with the attached Sheet C-14.

(End of Summary of Changes)

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

00 31 21 Page 1 Amendment 0002

DESIGNATION - R 26

PID - AC4653

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK SET IN A MASSIVE RETAINING WALL

STAMPING: R 26 74 DADE CO

MARK LOGO: FLDNR

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - February 09, 2019

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993

1.10 MI NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE) FROM THE

JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR, THENCE 0.05 MI

EASTERLY ALONG HAULOVER BEACH PARK ENTRANCE ROAD, IN A CONCRETE RETAINING

WALL ALONG THE EAST SIDE OF A PAVED ROAD, 357.3 FT SOUTH OF THE CENTER OF

HAULOVER FISHING PIER, 131.6 FT EAST OF THE CENTER OF THE MAIN ROAD

LEADING THROUGH THE PARK, 81.7 FT SOUTH OF UTILITY POLE NUMBER 2464 HMV

7, 79.7 FT NORTH OF THE NORTH END OF A CONCRETE WALL, 59.4 FT NORTH OF

UTILITY POLE NUMBER 2464 HMV 6, AND 6.6 FT EAST OF AND LEVEL WITH THE

ROAD CENTER.

STATION RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)

RECOVERED IN GOOD CONDITION.

W912EP19B0017

00 31 21 Page 2 Amendment 0002

DESIGNATION - 872 3080 D TIDAL

PID - AC4681

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/MIAMI-DADE

MARKER: TIDAL STATION DISK

SETTING: STAINLESS STEEL ROD W/O SLEEVE (9.0 meters deep)

STAMPING: 3080 D 1982

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - June 21, 2012

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1990

1.0 MI NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE) FROM THE

INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOUR, 210.0 FT

NORTHEAST OF BENCH MARK IWDA 7 REFERENCE MARK 1, 97.8 FT WEST OF THE

NORTHWEST CORNER OF THE FLORIDA POWER AND LIGHT COMPANY, 48.9 FT SOUTH OF

THE FIRST PIER (SOUTH OF THE NORTH END) OF THE HIGHWAY BRIDGE SPANNING

HAULOVER INLET, 47.9 FT EAST OF A PALM TREE, 8.2 FT WEST OF A CURB, AND

7.2 FT SOUTH OF A CURB. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE

THAT IS 0.7 FT BELOW THE GROUND SURFACE.

STATION RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012

RECOVERED AS DESCRIBED

00 31 21 Page 3 Amendment 0002

DESIGNATION - R 26.5

PID - N/A

NO DESCRIPTIVE TEXT.

00 31 21 Page 4 Amendment 0002

DESIGNATION - D 313

PID - AC2267

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK SET IN A CONCRETE RETAINING WALL

STAMPING: D 313 1970

MARK LOGO: CGS

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - June 21, 2012

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1970

AT MIAMI BEACH, ALONG INDIAN CREEK DRIVE, AT THE 46TH STREET MUNICIPAL

PARKING LOT, SET IN THE TOP OF THE NORTHEAST CORNER OF A 4-FOOT SQUARE

CONCRETE WALL AROUND A METAL MANHOLE COVER OF THE FLORIDA POWER AND LIGHT

COMPANY WHICH IS 10 FEET DEEP, 19 FEET EAST OF THE EAST CURB OF INDIAN

CREEK DRIVE, 41.2 FEET SOUTH OF THE SOUTH CURB LINE OF THE ENTRANCE DRIVE

TO PARKING LOT, 7.2 FEET NORTHWEST OF PARKING METER 194196, AND ABOUT

LEVEL WITH THE SIDEWALK. NOTE-- 46TH MUNICIPAL PARKING LOT IS NO 19 X

PARKING METER 194196 SHOULD BE 19X196.

STATION RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)

THE 46TH ST MUNCIPAL PARKING LOT IS ON COLLINS AVE.THE CONCRETE SQUARE IS

LOCATED IN ABREAK IN THEW HEDGE BETWEEN METERS 46CL064 AND 46CL063

STATION RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012

RECOVERED AS DESCRIBED

Beach Erosion Control and Hurricane Protection Project Beach Renourishment Miami Beach - Hotspots 2019

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Performed by Others

1.3.5 Work Restrictions

1.3.5.1 46th Street Staging/Access Area

1.3.5.2 Delivery of Material

1.3.5.3 Work on the Beach

1.3.5.4 Staging Areas for Construction Equipment on the Beach

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Weather, Water Stage and Tide Data

1.6.2 Contractor Investigation

1.6.3 Surveys

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 W912EP19B0017 Amendment 0002

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE

DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

This project will nourish critically eroded shoreline along Miami-Dade County in the following locations known as Hotspots, 65th Street (FDEP Range Monuments R-43 to R-46.5), 55th Street (FDEP Range Monuments R-49.5 to R-50.5), 44th Street (FDEP Range Monuments R-53.5 to R-55.5), and 27th Street (FDEP Range Monuments R-60 to R-61). The Construction Base Line (CBL) and Erosion Control Line (ECL) are the same for the length of the project.

The berm design at the 65th, 55th and 44th Street Hotspot locations consists of a flat and sloped berm. The template extends flat from the CBL at an elevation of +6.1 feet NAVD88 until the seaward 60 feet which then slopes at 1V:60H to an elevation +5.1 feet NAVD88. From the seaward extent of the sloped berm crest the template will then slope at 1V:10H to tie into existing grade. The sloped berm crest is the seaward 60 feet of the berm at each location, however the flat berm distance from CBL/ECL varies for each Hotspot as shown on the drawings.

The berm design at the 27th Street Hotspot consists of a flat berm crest with an elevation of +6.1 feet NAVD88 with a slope of 1V:10H to tie into existing grade. The berm width from the CBL/ECL also varies at 27th Street as shown on the drawings.

SECTION 01 11 00 Page 2

All Hotspots locations have a +0.5 foot tolerance allowance. The sand source for the project will be an upland source, and material will be truck hauled to the project location. The upland source will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL and shall be listed as approved within evironmental resource agency permits. See Section 01 57 20 ENVIRONMENTAL PROTECTION. Other sources may be available.

1.3.2 Location

The work is located between Bakers Haulover Inlet and Government Cut in Miami-Dade County, Florida.

1.3.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.3.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3.5 Work Restrictions

Work will be permitted 7 days per week. Absolutely no work will be permitted at the staging and access areas from 11:00 pm until 6:00am. The Contractor shall only use the 53rd Street staging and access area for the 55th Street and 65th Street hotspot placement areas. The Contractor shall only use the 46th Street staging and access area for the 44th Street and 27th Street hotspot placement areas. No vehicles will be permitted to transit or operate on the beach between the 44th Street and 55th Street placement areas. Any additional access or staging areas needed by the Contractor will be acquired by the Contractor at their expense with Contracting Officer approval. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. A 15 foot wide emergency vehicle lane on the beach must be maintained at all times for the duration of the contract.

Please note, sundown times are not noted in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA, but the links provided will assist, or sundown shall be at the times directed by the Contracting Officer.

1.3.5.1 46th Street Staging/Access Area

The Contractor will not be permitted to access the 46th Street staging and access area until December 15, 2019.

1.3.5.2 Delivery of Material

Delivery of the material from the Contractor's selected source to the designated staging and access areas shown on the drawings will be permitted between the hours of 6:00 am to 11:00 pm.

1.3.5.3 Work on the Beach

No work shall be performed seaward of the Erosion Control Line (ECL) prior to sunrise or after sunset. Sunrise and sunset will vary depending on the time of year; however, no work will be permitted prior to 7:00am or after

SECTION 01 11 00 Page 3

7:00pm should the sun rise before 7:00am and/or the sun set after 7:00pm.

1.3.5.4 Staging Areas for Construction Equipment on the Beach

See Section 01 57 20 for periods when staging areas for construction equipment on the beach is not permitted.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

1.6.2 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.3 Surveys

Surveys indicated on the drawings are provided as separate electronic files.

1.7 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration

SECTION 01 11 00 Page 4 sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.7.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

SECTION 01 11 00 Page 5

1.9 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from

SECTION 01 11 00 Page 6 the first to the last day of each month, and be recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Construction/Vibration Control and Monitoring (Line Item 0003)

1.4.2 Environmental Species Coordination (Line Item 0004)

1.4.3 Turbidity Monitoring (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Beach Fill (Line Item 0001)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Item 0002)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0006)

1.5.3.1 Payment

1.5.3.2 Measurements

1.5.3.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

SECTION 01 22 00 Page 2

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit "JOB" and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each job CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Construction/Vibration Control and Monitoring (Line Item 0003)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.4.2 Environmental Species Coordination (Line Item 0004)

Payment will be made for costs associated with or incidental to daily coordination with Miami-Dade County - Environmental Resource Management (DERM) on their daily management of the monitoring of sea turtles , migratory birds, and other endangered species , as well as with the Government on their management of the monitoring of migratory birds .

Contacts to DERM will be provided at the Pre-construction conference. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0005)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the

SECTION 01 22 00 Page 3 unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Beach Fill (Line Item 0001)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to barricades and signs, debris removal, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control; condition surveys; restoration of all access areas to preconstruction condition; and monitoring and reporting turbidity.

See Sections 01 57 20 ENVIRONMENTAL PROTECTION, 01 57 25 TURBIDITY AND DISPOSAL MONITORING, and 35 30 00 BEACH FILL (TRUCK HAUL).

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated on both berm and slope. Payment quantities will be determined by the Government using average end area method of calculation, except in locations where a Construction Baseline (CBL) Points of Intersection (PI) existing between two stations and at the end tapers/transitions. At these two locations, Digital Terrain Model (DTM) surface-to-surface method of calculation shall be used. When beach fill is placed above the slough zone to compensate for wave action, payment will be based on a cut and fill calculation. No payment will be made for material placed in excess of the tolerance template A(T) indicated on the drawings.

c. The Government will pay 95 percent (withhold 5 percent) of progress and total payment made under this line item until all access areas have been restored as indicated above. This is not considered retainage under clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. This is considered payment withheld for work paid for under this line item which has not been performed. Acceptance of repairs to access routes may be subject to final approval of local permitting authorities.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume

1) are believed to represent accurately the existing conditions at the time the surveys were performed, but the depths and elevations shown thereon may be verified and corrected by elevations and soundings taken before commencing the work. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. Beach fill satisfactorily placed will be measured for payment by use of the average end area method and Digital Terrain Model (DTM) surface-to-surface difference method at the respective locations stated in subparagraph "Payment" above. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Measurement of quantity placed for pay purposes will be based on original and final surfaces made on the section or reach indicated on the drawings. The

SECTION 01 22 00 Page 4

Contractor shall give 3 calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the original and final surveys. Quality Control Surveys shall be the responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, the Government will perform pre- and post-construction topographic survey at 100-foot stations with elevations taken at 10-foot range intervals from the baseline to the toe slope elevation. An additional cross section shall be collected at CBL PI's along a line bisecting the angular difference of lines tangent to the incoming and outgoing CBL and every 50 feet within the end tapers/transitions. In order to achieve final grade in slough zone, Contractor shall place material to final grade within tolerance for entire slope or may stockpile beach fill up-slope of slough zone.

After stockpiled beach fill is measured for payment, the Contractor shall shape slope to within the required and tolerance grades from top of slope to waterline producing a smooth uniform slope. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Beach Tilling (Line Item 0002)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to beach tilling. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 30 00

BEACH FILL.

1.5.2.2 Measurement

Beach tilling will be measured for payment by the actual area tilled to the tenth of an acre.

1.5.2.3 Unit of Measure

Acre.

1.5.3 Partnering Regroup (Line Item 0006)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. This line item is not subject to the VARIATION IN ESTIMATED QUANTITY clause, and the Contractor will only be paid for the actual number of partnering regroups conducted. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

SECTION 01 22 00 Page 5

1.5.3.2 Measurements

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.3.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "Request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Current as-built drawings.

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

3.1.2 Options and Modification CLINS

If additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 EXISTING UTILITIES

1.4.1 Water

1.4.2 Electricity

1.5 WORK AND ACCESS AREA

1.5.1 Staging and Access Areas

1.5.1.1 Existing Conditions Documentation and Post Construction Restoration

1.5.2 Contractor Responsibilities

1.6 ADJACENT PROPERTY AND STRUCTURES

1.7 PERMITS AND RESPONSIBILITIES

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

2.1.1 Haul Road Traffic and Construction Warning Signs

2.2 STORAGE CONTAINERS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

3.1.2 Employee Parking

3.1.3 Onsite Information

3.1.4 Janitorial Services

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Lighting

3.2.2 Heating and Cooling

3.2.3 Water

3.2.4 Fire Extinguisher

3.2.5 Utility Lines

3.2.6 Electric Power

3.3 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

3.3.1 Bulletin Board

3.3.2 Project and Safety Signs

3.4 PROTECTION AND MAINTENANCE OF TRAFFIC

3.4.1 Barricades

3.5 HAUL AND ACCESS ROADS

3.6 MAINTENANCE OF HAUL AND ACCESS ROADS

3.7 CONTRACTOR'S TEMPORARY FACILITIES

3.7.1 Contractor Field Office

3.7.1.1 Office Space for Government Personnel

SECTION 01 50 02 Page 1

3.7.2 Appearance of Trailer(s)

3.7.3 Storage Area

3.7.3.1 Maintenance of Storage Area

3.7.4 Waste Storage

3.7.5 Fuel Storage and Fueling Operations

3.7.6 Work Area

3.7.7 Existing Vegetation

3.7.7.1 Restoration

3.7.7.2 Inspection and Acceptance Criteria

3.7.7.3 Initial Planting Unit Survival

3.7.7.4 Plant Condition

3.7.7.5 Source of Planting Units

3.7.7.6 Rejection and Replanting of Units

3.7.7.7 Construction Access

3.8 SECURITY PLAN

3.8.1 Visitors

3.9 TEMPORARY PROJECT SAFETY FENCING

3.10 CLEANUP

3.11 RESTORATION OF STORAGE AREA

3.12 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 50 02 Page 2

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

In addition to Construction Facilities this Section covers:

Temporary Utilities Construction Aids Vehicular Access and Parking Project Identification

See Section 01 57 20 ENVIRONMENTAL PROTECTION for requirements including silt control, trailer placement, fueling restrictions, dust control, solid waste, and cleanup. Upon completion of project, clean up and restore area in accordance with Clause CLEANING UP of Section 00700 CONTRACT CLAUSES in Volume 1.

a. Construction Facilities include, but are not limited to, the following:

(1) Contractor Offices

(2) Information Bulletin Board

(3) Material and Equipment Storage Area

(4) Fueling Area

(5) Secured Storage Area

(6) Employee Parking Area

(7) Debris Container (dumpster)

(8) Construction Signage to include Project Sign; Safety

Sign; and, Construction Warning Signs

b. Temporary Utilities include, but are not limited to, the following:

(1) Water

(2) Electric

(3) Sewage

(4) Communications

(i) Telephone

(ii) Internet (4 Mbps or higher speed)

(5) Lighting

1.2 REFERENCES

The publications listed below form a part of this specification to extent referenced. The publications are referred to in text by basic designation only.

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

FDOT Specifications (2018) Standard Specifications for Road

SECTION 01 50 02 Page 3 and Bridge Construction

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan

Plan shall include, but not be limited to, the following:

a. Mobilization Requirements:

(1) Methods, equipment and materials

(2) Connection of utilities

(3) Placement of site facilities and temporary controls

(4) Construction of facilities

(5) Staging Area and Access Area Existing Conditions

Photo Documentation

b. Demobilization Requirements (methods, equipment and materials required to clean-up and restore site at project conclusion):

(1) Collection, recycle and disposal of solid waste

(2) Contract-generated material

(3) Utility disconnection

(4) Removal of Contractor facilities

(5) Repair and restoration of site (i.e., fences, roads, or permanent facilities)

Security Plan

Prepare a Security Plan for Contracting Officer describing site security as follows:

a. Day and night security

SECTION 01 50 02 Page 4

b. Weekend and holiday security

c. General security duties

Vegetation Protection and Restoration Plan ; G, DO

Prior to clearing for access, the Contractor shall submit a Vegetation Protection and Restoration Plan which will describe the methods to be used for protection of vegetation that is not to be disturbed or otherwise impacted, and include restoration measures for vegetation cleared from access areas and in the event of the accidental damage to, or destruction of, said vegetation.

Existing Conditions Documentation and Post Construction Restoration

SD-02 Shop Drawings

Contractor's Temporary Facilities

General layout sketch of temporary site facilities shall include, but not be limited to, the following:

a. Trailer locations

b. Parking areas

c. Material storage

d. Equipment lay down area

e. Areas for gravel

f. Fuel areas

g. Supplemental or other staging area

h. Temporary well, water supply

i. Septic field or holding tanks, port-a-lets

j. Contaminated water handling

k. Concrete cleaning area and methods of disposal

l. Fences -- location and dimensions, entrance and exit points, and details of installation

m. Utilities (poles, connections and services)

n. Explosives storage

Temporary Electric Drawings

Electricity supply and lighting - from transformer source sketch layout locations, fixtures, and materials, to include outdoor lighting as described in subparagraph "Electric Power" below.

1.4 EXISTING UTILITIES

The Contractor is responsible for investigating the availability of utilities at the project site. Contractor shall provide potable water, sanitary sewer, electricity from transformer, communications and optional utilities the Contractor may require at the project site. Provide internet services with 4 Mbps minimum speed and wireless capabilities to the Contractor's Field Office complex.

1.4.1 Water

In addition to the above, the Contractor shall provide and maintain at his own expense an adequate supply of water for his use for construction, and to install and maintain necessary supply connections and piping for same, but only at such locations and in such manner as may be approved by the Contracting Officer. The Contractor shall also provide and maintain his

SECTION 01 50 02 Page 5 own temporary toilet and washing facilities. Toilet and washing facilities shall be installed and maintained in a location approved by the Contracting Officer. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.4.2 Electricity

In addition to the above, all electric current required by the Contractor shall be furnished at his own expense. All temporary lines will be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner at his expense prior to completion of the construction. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.5 WORK AND ACCESS AREA

See paragraph WORK RESTRICTIONS in Section 01 11 00 SUMMARY OF WORK.

Staging & Access Area Point of Contact:

To be determined after award.

Right of Way Permit Point of Contact:

Michael Alvarez Utility Compliance Officer (305)993-7361 or 7363 malvarez@balharbourfl.gov

1.5.1 Staging and Access Areas

The Contractor is responsible for obtaining and coordinating staging areas and submitting for Contracting Officer's approval. Access areas are shown on the contract drawings that have been identified for the Contractor's use. The final limits of the access areas indicated on the drawings shall be field-determined by the Contracting Officer in coordination with the Local Sponsor and the Contractor. It shall be the responsibility of the Contractor to investigate and obtain any additional areas which may be necessary for his/her construction operations at the Contractor's expense.

The additional areas will be subject to the approval of the Contracting Officer. Native coastal vegetation shall be identified and marked by the Contractor so that no operations impact any areas of native coastal vegetation. Impacts to coastal vegetation during widening of beach access, as well as any incidental impacts to coastal vegetation shall be restored by the Contractor at no additional cost to the Government prior to completion of work. Clearing and grubbing is permitted only in access and staging areas, and shall be performed in accordance with Section 01 55 10

CLEARING AND GRUBBING FOR ACCESS AND STAGING AREAS.

1.5.1.1 Existing Conditions Documentation and Post Construction Restoration

At all access sites and staging areas to be used, the Contractor shall:

a. Photo-document the condition of all such areas prior to disrupting the site. Submit existing conditions documentation in digital format to the Contracting Officer.

b. Limit access width through existing vegetation to 20 feet or less.

c. Replace any fencing, signage, curbing, or any other structural

SECTION 01 50 02 Page 6 features disturbed by the Contractor's activities.

d. Restore and revegetate the access route with native dune plants to the pre-project condition subject to the approval of the Contracting Officer. Revegetation of access and staging areas shall be with sod (non-dune areas) or viable plant units (dune areas) at 18-inch maximum spacing with species and diversity equivalent to preconstruction conditions. Revegetation shall include a survival warranty of 90 percent of the plant material for 90 days. Vegetation shall be installed with fertilization and irrigation, or with initial irrigation, fertilization and approved water-absorbent polymeric gels, at no additional expense to the Government. Shrubs and trees shall be replaced to preconstruction conditions per the requirements of Section 01 57 20 ENVIRONMENTAL PROTECTION. Coastal vegetation shall meet the requirements of Section 32 93 00 COASTAL VEGETATION PLANTING.

1.5.2 Contractor Responsibilities

The Contractor shall exclude the public from the work area in the immediate vicinity of his operations including but not limited to fill placement, grading, and transport. The Contractor shall minimize areas closed to the public. The Contractor shall install warning signs to warn the public and all commercial recreational boats of all construction activities. The Contractor shall be responsible for providing and maintaining all water and land access routes necessary for his equipment and plant to and from the work sites. The Contractor shall ascertain the environmental conditions which can affect access, such as climate, terrain, and winds.

1.6 ADJACENT PROPERTY AND STRUCTURES

Any damage to private or public property within the project boundaries, including staging site(s) and work and access areas/roads, shall be repaired promptly by the Contractor. Any damage as a result of the Contractor's operations shall be repaired at no cost to the Government.

1.7 PERMITS AND RESPONSIBILITIES

The Contractor's attention is directed to the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1 and paragraph PERMITS AND AUTHORIZATIONS of Section 01 57 20 ENVIRONMENTAL

PROTECTION.

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

Refer to paragraph BULLETIN BOARD, PROJECT SIGN, AND…