B.08.02_W912EP19B0017_Dade_Hotspots_V2.pdf

W912EP19B0017

Jacksonville District

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

Miami-Dade County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Beach Renourishment Miami Beach - Hotspots 2019

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 10 CLEARING AND GRUBBING FOR ACCESS AND STAGING AREAS

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 93 00 COASTAL VEGETATION PLANTING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 30 00 BEACH FILL (TRUCK HAUL)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

00 31 21 Page 1

PID: AC3334

Designation: 872 3073 TIDAL 1

Stamping: NO 1 1973 Stability: Monument will probably hold position well

Setting: Massive retaining walls Mark Condition: G

Description: THE PRIMARY BENCHMARK IS A DISK

RECESSED IN ASPHALT NEAR THE FUEL

PIER AT THE HAULOVER MARINA,

120.0' SOUTH OF THE CENTERLINE OF

PIER #1, 36.0' EAST OF THE NW.

CORNER OF THE FUEL PIER, AND ABOUT

LEVEL WITH THE BULKHEAD.

Observed: 2017-06-24T13:18:00Z See Also 2010-10-22

Source: OPUS - page5 1603.24

00 31 21 Page 2

PID: AA5493

Designation: BRUCE 2

Stamping: BRUCE 2 1995 Stability: Monument will probably hold position well

Setting: Stainless Steel Rod in Sleeve Description: THE STATION IS IN VIRGINIA KEY, NEAR THE 1ST ENTRANCE

ROAD TO THE SUNDAY ON THE BAY RESTAURANT AND DOCKSIDE BAR

IN SECTION 21, TOWNSHIP 54 SOUTH, RANGE 41 EAST. TO

REACH THE STATION FROM THE TOLL BOOTH FOR

THE RICKENBACKER CAUSEWAY ON THE EAST SIDE OF MIAMI, GO

EAST-SOUTHEAST FOR 3.65 MI (5.87 KM) CROSSING THE BEAR

CUT BRIDGE TO THE STATION ON THE LEFT IN THE MEDIAN OF

THE RICKENBACKER CAUSEWAY, A STAINLESS STEEL ROD DRIVEN

TO REFUSAL AT A DEPTH OF 58.8 FT, (17.9 M) WITH A LOGO

CAP RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE

GROUND. LOCATED 63.7 FT (19.4 M) WEST OF AND ACROSS THE

WESTBOUND LANES OF THE RICKENBACKER CAUSEWAY FROM A LIGHT

POLE NUMBER 8 7551 4145 06, 35.0 FT (10.7 M) EAST-

NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT OF THE

SOUTHBOUND LANES OF THE RICKENBACKED CAUSEWAY, 6.0 FT

(1.8 M) WEST-NORTHWEST OF THE NORTHWEST EDGE OF THE

PAVEMENT OF THE NORTHBOUND LANES OF THE RICKENBACKED

CAUSEWAY AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE

WITNESS POST.

00 31 21 Page 3

PID: AC3416

Designation: H 020

Stamping: H-020 Stability: May hold but typically subject to surface motion

Setting: 7 – Survey disk set in the top of a concrete monument Description: DESCRIBED BY DADE COUNTY FLORIDA 1971 (JCF)

STATION IS IN BAKERS HAULOVER COUNTY PARK, ABOUT 8.5

MILES NORTH OF THE CITY HALL OF MIAMI BEACH, ABOUT 350

FEET WEST OF THE ATLANTIC OCEAN AND WITHIN THE RIGHT OF

WAY OF U.S. ROUTE A-1A.

TO REACH FROM THE INTERSECTION OF U.S. ROUTE A-1A AND

STATE ROAD 826 (INTERAMA BOULEVARD) IN THE VILLAGE OF

SUNNY ISLES, PROCEED SOUTH ON U.S. ROUTE A-1A FOR 1.4

MILES TO STATION ON THE SHOULDER TO THE RIGHT.

STATION MARK IS A BRASS DISK IN A CONCRETE MONUMENT

MARKED FLORIDA-DADE, STAMPED H-020 AND SET FLUSH WITH THE

GROUND. IT IS 0.1 MILE SOUTH OF THE ENTRANCE TO THE MAIN

PARKING LOT TO THE WEST OF THE HIGHWAY, 63.5 FEET SOUTH

AND 101 FEET WEST OF UTILITY POLE 22-B-4 ON THE EAST

RIGHT OF WAY OF U.S. ROUTE A-1A AND 89 FEET SOUTH

00 31 21 Page 4

SOUTHEAST OF A CONCRETE FLOODLIGHT POLE ON THE GOLF

COURSE.

THE MARK IS AT HAULOVER PARK, 10.3 FT (3.1 M) WEST OF THE

WEST SHOULDER OF FLORIDA ROUTE A1A SOUTHBOUND, 6.5 FT

(2.0 M) WEST OF A BOARD FENCE AND 1.8 FT (0.5 M) NORTH OF

A METAL WITNESS POST.

PID: NA

Designation: 872 3205 Tidal H

Stamping: 872 3205 H 1992 Stability: May hold but typically subject to surface motion

Setting: 7 – Survey disk Description: DIRECTIONS ARE NOT AVAILABLE FOR THIS STATION

PID: NA

Designation: 872 3205 Tidal F

Stamping: 3205 F 1992 Stability: May hold but typically subject to surface motion

Setting: 7 – Survey disk Description: DIRECTIONS ARE NOT AVAILABLE FOR THIS STATION

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

PART 1 GENERAL

1.1 Water Stages

1.2 Wind and Wave Data

1.3 Weather Conditions

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

DOCUMENT 00 33 50 Page 1

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

PART 1 GENERAL

1.1 Water Stages

Water levels in the project area are mainly affected by semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables. All datum elevations in these tables are referred to mean lower low water (MLLW). The datums in Table 1 are based on tide station 8723080 (Haulover Pier, N. Miami Beach, FL) located approximately 3.5 miles north of the northernmost project location. These values are based on a control station located in Key West, FL. The datums in Table 2 are based on tide station 8723170 (Miami Beach, FL) located approximately 2.5 miles south of the southernmost project location. These values are based on a control station located in Key West, FL. The tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) and are applicable within the project vicinity. Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida

Table 1: Station ID 8723080 (Haulover Pier, N. Miami Beach, FL) Location: 25° 54.2' N, 80° 7.2' W

Highest Observed Water Level (11/24/1984) = 4.45 Feet Mean Higher High Water (MHHW) = 2.68 Feet Mean High Water (MHW) = 2.61 Feet NAVD88 = 2.25 Feet Mean Tide Level (MTL) = 1.39 Feet Mean Sea Level (MSL) = 1.37 Feet Mean Low Water (MLW) = 0.14 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (04/06/1989) = -1.41 Feet

Table 2: Station ID 8723170 (Miami Beach, FL Location: 25° 46.1' N, 80° 7.9' W)

Highest Observed Water Level (09/08/1965) = 6.21 Feet Mean Higher High Water (MHHW) = 2.70 Feet Mean High Water (MHW) = 2.62 Feet NAVD88 = 2.37 Feet Mean Tide Level (MTL) = 1.41 Feet Mean Sea Level (MSL) = 1.39 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (03/24/1936) = -1.79 Feet

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can

DOCUMENT 00 33 50 Page 2 be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: http://tidesandcurrents.noaa.gov/.

1.2 Wind and Wave Data

The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website: http://nauticalcharts.noaa.gov/.

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The two closest of these stations (63470 near the northern project extents and 63471 offshore of the southern extents of the project) both lie approximately 13 miles east of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014. Station 63470 is located in 317 meters (1,040 ft) of water and Station 63471 is located in 389 meters (1,276 ft) of water.

This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.army.mil/ .

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: https://www.ndbc.noaa.gov/.

1.3 Weather Conditions

The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and

DOCUMENT 00 33 50 Page 3 is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website http://www.ncdc.noaa.gov/cdo-web/ published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological observations and data relevant to this region. Available data includes quality controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Miami Beach, FL Station, is the closest NOAA rain gage in proximity to the project location. Summary of Monthly Normals is provided over the period of record from 1981 through 2010. This station is located at latitude 25.8063°N, longitude 80.1334°W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals .

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

DOCUMENT 00 33 50 Page 4

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

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

SECTION 01 11 00 Page 3

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 sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by

SECTION 01 11 00 Page 4

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. 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 unit price items.

SECTION 01 22 00 Page 3

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 Contractor shall give 3 calendar days advance notice, in writing, to

SECTION 01 22 00 Page 4 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.

1.5.3.2 Measurements

The basis for payment will be for the completion of each partnering

SECTION 01 22 00 Page 5 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 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.3.3 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget. Related Sections are 01 32 01 PROJECT SCHEDULE and 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR

QUALITY CONTROL.

1.2 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

Draft Joint Risk Register

Contractor shall request a sample template from Contracting Officer Representative or receive Government approval for a Contractor's template form prior to submission. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700 CONTRACT CLAUSES in Volume 1, and, if included, paragraph

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

Submit a list of proposed subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote.

SD-07 Certificates

Partnering Meetings Written Synopsis

SECTION 01 30 00 Page 2

Upon completion of the partnering meetings the facilitator shall provide the Government a written synopsis of the meeting.

Signature Authority

Furnish a power of attorney or a notarized letter of authority from Contractor identifying local representatives authorized to sign contract documents.

Drug-Free Work Place Record

Documentation of compliance with Clause DRUG-FREE WORKPLACE of Section 00700 CONTRACT CLAUSES in Volume 1 (see subparagraphs (b)(1) through (b)(7)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.3.2 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.3 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor will be responsible for neatly mowing all grass and vegetation (not to include established trees or other protected vegetation designated as wetland areas) within the construction limits for the duration of the contract.

Areas not accessible to mowers shall be edged or trimmed neatly. Mowing or trimming shall be performed every three weeks or when vegetation exceeds twelve inches in height.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup Meetings -- Coordination Meeting -- Preparatory and Initial Phase meeting for each feature of work -- Project Progress Meetings

Project meetings are described in detail in subparts below.

SECTION 01 30 00 Page 3

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP) acknowledgment. (Refer to subparagraph "Preconstruction Conference Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract "ground rules" and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- 00700 Contract Clauses -- 00800 Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- FDEP Permit Requirements -- Joint Risk Management Processes

1.5.1 Preconstruction Conference Minutes

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at Area Office.

1.5.2 Preconstruction Conference Submittals

The timing of submission of submittals and completion of the Preconstruction Conference is intended to allow the Contractor and the Government adequate time to prepare for commencement of work. However, should the Contractor fail to submit required items and receive acceptance and/or approval within the times stated, the Contractor will not be permitted to commence work until these requirements have been satisfied.

Any delays attributable to the Contractor's failure to comply with these pre-work requirements shall be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Submittals required by this Section are described in paragraph SUBMITTALS above.

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE -- Accident Prevention Plan - See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 05 DREDGING/BEACH FILL

SECTION 01 30 00 Page 4

PLACEMENT - CONTRACTOR QUALITY CONTROL

-- Temporary Facilities Plan - See Section 01 50 02 TEMPORARY

CONSTRUCTION FACILITIES

-- Environmental Protection Plan - See Section 01 57 20

ENVIRONMENTAL PROTECTION

1.5.2.2 Divisions 02 through 48 Submittals

In addition to the above, bring submittal items for materials, workmanship, plans or events required early in project schedule which are ready for transmittal to Contracting Officer. Prepare transmittal of submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.6 PARTNERING

Contracting Officer wants to have a bilateral project partnership with Contractor that draws on strengths of both organizations to identify and achieve common goals. Typical partnering goals include:

-- Effective and efficient contract performance -- Project completion on time and within budget -- Construction completed according to plans and specifications -- Development of cooperative management teams -- Project success with customer (stakeholders) satisfaction -- Improved Project communication -- Joint Risk Management Plan and Register

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall attend a one-day project "Partnering Meeting". The Partnering Meeting is a project team building meeting facilitated by qualified persons. Contracting Officer attendees and invited persons may include:

Administrative Contracting Officer (Area Engineer/Resident Engineer) Construction Quality Assurance Representatives Jacksonville District - Construction Branch persons Jacksonville District - Engineering…