W912EP-18-B-0009_Canaveral_Sand_Bypass_Specs_v2_6_Aug_18.pdf

W912EP-18-B-0009

Jacksonville District

Canaveral Harbor Sand Bypass System Phase V

Brevard County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Canaveral Harbor Sand Bypass System Phase V

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21.10 CONTROL MONUMENT DESCRIPTIONS - SAND BYPASS DREDGING AREA

SURVEY

00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - CANAVERAL HARBOR

00 31 21.30 CONTROL MONUMENT DESCRIPTIONS - BEACH FILL SURVEY

00 31 32.10 GEOTECHNICAL DATA REPORT - SAND BYPASS DREDGED AREA

(SBDA) (SEE SEPARATE FILE)

00 31 32.20 GEOTECHNICAL DATA REPORT - CANAVERAL HARBOR (SEE SEPARATE

FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01.10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

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 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912EP-18-B-0009 RTA

SECTION 00 31 21.10 Page-1

SECTION 00 31 21.10

CONTROL MONUMENT DESCRIPTIONS – SAND BYPASS DREDGING AREA SURVEY

DESIGNATION: BC 11

Marker Type: Survey Disk Agency: US Army Corps Of Engineers Place Name: Cape Canaveral

HISTORY

Visit Date Condition Org Code 1992-01-01 Monumented USACE 1995-10-01 Good ARC 1997-05-01 Good BROWN

LOCATED ON EAST SIDE OF CAPE CANAVERAL AIR FORCE STATION,

BREVARD COUNTY, FLORIDA.

TO REACH FROM MAIN GATE, SOUTH ENTRANCE, CAPE CANAVERAL AIR

FORCE STATION, GO EAST 0.5 MILES ON CAPE ROAD TO INTERSECTION

WITH ASPHALT PATROL ROAD. GO EAST ON PATROL ROAD 1.1 MILES TO

ITS END. CONTINUE EAST ON A PROLONGATION OF PATROL ROAD 400

FEET +/- TO VEGETATION LINE, GO NORTH 1500 FEET TO SITE.

MONUMENT IS 75 FEET WEST OF VEGETATION LINE, 495.5 FEET NORTH OF

CCAFS 34 AND 495.2 FEET SOUTH AND IS A USACOE BRONZE DISK SET IN

4 INCH PVC AND CONCRETE AT GROUND LEVEL AND IS STAMPED \"BC11

1992 JAX DIST\".

SECTION 00 31 21.10 Page-2

DESIGNATION: CCAFS 0030

Marker Type: Survey Disk Agency: US Army Corps Of Engineers Place Name: Cape Canaveral

HISTORY

Visit Date Condition Org Code 1989-09-14 Monumented ART 1995-10-01 Good ARC 1997-05-01 Good BROWN

STATION IS LOCATED AT BEACH, NORTH OF THE NORTH JETTY, NORTHWEST

1/4 SECTION 12, T24S-R37E, ON THE CAPE CANAVERAL AIR FORCE

STATION.

TO REACH FROM NORTH JETTY PROCEED NORTHEASTERLY ALONG BEACH

APPROXIMATELY 0.20 MILE TO STATION LOCATION. STATION IS

APPROXIMATELY 175 FEET WEST OF THE HIGH WATER LINE AND

APPROXIMATELY 85 FEET NORTH OF NORTHERN MOST TREE IN GROUP OF 8

- 10 LARGE PINS. IT IS ALSO 3 FEET SOUTH OF A CAPE CANAVERAL

AIR FORCE STATION BOUNDARY SIGN AND WITNESS POST.

MARK IS A USACOE BRONZE DISK SET IN A 1 INCH IRON PIPE AND

CONCRETE FORMED TO A SLIGHTLY ROUNDED MONUMENT APPROXIMATELY

0.15 FEET ABOVE GROUND. STAMPED \"CCAFS 30 1989 JAX. FL.\"

SECTION 00 31 21.20 Page-1

SECTION 00 31 21.20

CONTROL MONUMENT DESCRIPTIONS - CANAVERAL HARBOR

DESIGNATION: CANAVERAL LOCK ARP

PID: BBCV67

Stamping: N/A Setting: Unspecified setting

Description: Station is located at Canaveral Lock, Cape Canaveral, FL. To reach from the intersection of SR 401 (Cape Rd) and SR 528/A1A, go east on SR 528/A1A for 0.8 mi to end of SR 528 and exit for George King Blvd. Turn left under bridge onto George King Blvd and go 0.1 mi to Dave Nisbet Dr. Turn left and go NW for 0.2 mi to Mullet Dr. Turn left and go westerly on Mullet Dr for 1.5 mi to entrance to US Army Corps of Engineers Canaveral Lock. Mark is located on top of roof of Lock Administration bldg.

Observed: 2012-08-02T15:41:00Z Source: OPUS - page5 1209.04

SECTION 00 31 21.20 Page-2

DESIGNATION: J JEFFORDS

PID: BBCQ55

Stamping: J JEFFORDS 2011 JAX DIST Stability: May hold, commonly subject to ground movement

Setting: Massive structures (other than listed below) Description: Located in Cape Canaveral, Brevard Co, FL. To reach from the intersection of I-95 and FL-528, proceed East on FL-528 12 miles to the Port Canaveral exit.

Exit and drive 0.9 miles to N. Atlantic Ave. Turn left and proceed through Port Security. Take first right onto Glen Cheek Dr. Proceed approximately 0.2 miles to mark on left. Mark is located 24' W of a #17 Light Pole, and 4' N of a 10' chain link fence.

Mark is set in a 30" seawall and can be accessed through Gate SCP-1B.

Observed: 2011-12-15T12:21:00Z Source: OPUS - page5 1209.04 See Also Original file://Saj-netapp2/common/Survey%20Control/getDatasheet.jsp?PID=BBCQ55&ts=12045090403&style=modern&frame=96

SECTION 00 31 21.30 Page-1

SECTION 00 31 21.30

CONTROL MONUMENT DESCRIPTIONS – BEACH FILL SURVEY

DESIGNATION: 872 1649 A

PID - DK6617

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

SETTING: SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: PAD

STAMPING: 1649 A 1994

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 13, 2010

HISTORY - Date Condition Report By

HISTORY - 1994 MONUMENTED NOS

HISTORY - 20100113 GOOD GEOCAC

STATION DESCRIPTION/RECOVERY (2006)

THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37

EAST.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE

HIGHWAY A1A IN COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC

AVENUE) FOR 0.75 MI TO THE JUNCTION OF MEADE AVENUE ON THE RIGHT, TURN

RIGHT ON MEADE AVENUE AND GO EAST FOR ABOUT 100.0 FT AND THE MARK ON THE

LEFT, SET IN THE TOP OF AND NEAR THE NORTHEAST CORNER OF A CONCRETE

DUMPSTER PAD FLUSH WITH THE SURFACE AND PROJECTING 0.3 FT ABOVE THE LEVEL

OF THE GROUND.

LOCATED 123.7 FT SOUTH OF THE APPROXIMATE CENTERLINE OF MEADE AVENUE,

84.0 FT WEST OF THE MOST WESTERLY OF TWO LIGHT POLES IN THE SOUTH END OF

THE PARKING LOT AND 17.1 FT EAST OF THE WEST END OF THE CONCRETE PAD.

STATION RECOVERY (2010)

RECOVERED IN GOOD CONDITION AT LISTED COORDINATES WITH SIGNS OF RECENT

USE. CONCRETE PAD IS NO LONGER USED AS DUMPSTER BASE AND IS AT SOUTHERN

EDGE OF THE PAVED SECTION OF PARKING LOT FOR THE COCOA BEACH PIER.

THE MARK IS FLUSH WITH THE GROUND AND EMBEDDED IN THE NE CORNER OF THE

CONCRETE PAD AND 10 FEET NORTH OF A LINE OF THREE UTILITY POLES. THE

EASTERNMOS TPOLE OF THE THREE IS FOUR FEET HIGH AND HAS A ONE INCH HOLE

THROUGH IT TWO FEET ABOVE THE GROUND STRUNG WITH ORANGE TAPE. THE MIDDLE

POLE HAS TWO ELECTRIC POWER BOXES AND A SINGLE LIGHT ON THE EAST SIDE.

SECTION 00 31 21.30 Page-2

DESIGNATION: 872 1649 C

PID - DK6619

STATE/COUNTY- FL/BREVARD

COUNTRY - US

USGS QUAD - COCOA BEACH (1976)

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 1649 C 1994

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006 ROD/PIPE-DEPTH: 11.0 meters

HISTORY - Date Condition Report By

HISTORY - 1994 MONUMENTED NOS

HISTORY - 20050818 GOOD FLDEP

HISTORY - 20060328 GOOD FLDEP

THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37

EAST.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE

HIGHWAY A1A IN COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC

AVENUE) FOR 0.75 MI TO THE JUNCTION OF MEADE AVENUE ON THE RIGHT, TURN

RIGHT ON MEADE AVENUE AND GO EAST FOR ABOUT 175.0 FT TO MARK ON THE

RIGHT, A NOS BRASS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN INTO THE

GROUND WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND

AND ABOUT 0.5 FT ABOVE THE LEVEL OF MEADE AVENUE.

LOCATED 173.9 FT EAST OF THE NORTH CURB OF STATE HIGHWAY A1A, 66.6 FT

NORTHWEST OF THE NORTHWEST CORNER OF THE MOTEL BUILDING, 14.4 FT SOUTH OF

THE APPROXIMATE CENTERLINE OF MEADE AVENUE AND 7.2 FT NORTHWEST OF A 1.0

FT SQUARE CONCRETE POWER POLE WITH ONE LIGHT ATTACHED.

NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH NGS LOGO CAP.

SECTION 00 31 21.30 Page-3

DESIGNATION: F 304

PID - AK4011

STATE/COUNTY- FL/BREVARD

CBN - This is a Cooperative Base Network Control Station.

MARKER: BENCH MARK DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

SP_SET: CONCRETE POST

STAMPING: F 304 1970

MARK LOGO: CGS

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - August 06, 2010

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 20100806 GOOD SESMC

STATION DESCRIPTION

STATION RECOVERY (1993) - THE STATION IS LOCATED ABOUT 11.00 MI SOUTH OF

PATRICK AIR FORCE BASE IN THE CITY OF INDIALANTIC, 492.1 FT FROM THE

ATLANTIC OCEAN. IN THE MEDIAN STRIP OF 5TH AVENUE.

OWNERSHIP : HIGHWAY RIGHT-OF-WAY.

TO REACH FROM THE JUNCTION OF STATE HIGHWAY A1A, U.S. HIGHWAY 192 AND 5TH

AVENUE IN INDIALANTIC, GO EAST ALONG 5TH AVENUE FOR ABOUT 70 METERS

(229.7 FT) TO THE STATION ON THE LEFT IN THE EAST END OF THE GRASSY

MEDIAN. THE STATION PROJECTS 10 CM ABOVE THE LEVEL OF THE GROUND.

LOCATED 70.7 M (232.0 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND LANE

OF STATE HIGHWAY A1A, 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF THE

EASTBOUND LANE OF 5TH AVENUE, 0.6 M (2.0 FT) WEST FROM THE EAST END OF

THE MEDIAN, AND 0.5 M (1.6 FT) EAST OF A POROUS ROCK.

NOTE--NO PARKING AT STATION, PACK EQUIPMENT ACROSS ROAD FROM PUBLIC

PARKING. (METERED)

STATION RECOVERY (2010)

RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPING 2010 (JR)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21.30 Page-4

DESIGNATION: BREVARD GPS 1005

PID - AK7476

STATE/COUNTY- FL/BREVARD

USGS QUAD - MELBOURNE EAST (1980)

MARKER: FLANGE-ENCASED ROD

SETTING: ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)

STAMPING: GPS 1005 1993

MARK LOGO: FL-009

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 01, 2006

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED GEOBAS

HISTORY - 20020330 GOOD USPSQD

HISTORY - 20031121 GOOD USPSQD

HISTORY - 20050510 GOOD USPSQD

HISTORY - 20060301 GOOD FLDEP

THE MARK IS ABOUT 4.0 MI NORTHEAST OF MELBOURNE, 0.9 MI NORTHWEST OF

INDIALANTIC, IN SECTION 30, TOWNSHIP 27 SOUTH, RANGE 38 EAST.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE

CAUSEWAY, FIFTH AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN

INDIALANTIC, GO NORTHWEST ON STATE HIGHWAY A1A (MIRAMAR AVENUE) FOR 0.95

MI TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND

WITH A BREVARD COUNTY LOGO CAP RECESSED 0.4 FT BELOW THE LEVEL OF THE

GROUND AND BELOW THE LEVEL OF STATE HIGHWAY A1A.

LOCATED ABOUT 265.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF BOSKIND

ROAD, 29.0 FT EAST OF THE EAST EDGE OF THE PARKING LOT, 24.7 FT EAST OF A

CARSONITE WITNESS POST, 6.0 FT WEST OF THE WEST EDGE OF THE PAVEMENT OF

STATE HIGHWAY A1A AND 3.3 FT EAST OF THE EAST EDGE OF THE SIDEWALK.

NOTE A MAGNET WAS PLACED INSIDE OF THE BREVARD COUNTY LOGO CAP.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH BREVARD COUNTY

LOGO CAP.

SECTION 00 31 21.30 Page-5

DESIGNATION: BREVARD GPS 1017

PID - AK7485

STATE/COUNTY- FL/BREVARD

MARKER: FLANGE-ENCASED ROD

SETTING: ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)

STAMPING: GPS 1017 1993

MARK LOGO: FL-009

PROJECTION: RECESSED 8 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 15, 2009

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED GEOBAS

HISTORY - 20090115 GOOD GEOCAC

THE MARK IS ABOUT 6.5 MI EAST OF COCOA, 4.5 MI EAST OF MERRITT ISLAND,

1.0 MI WEST OF COCOA BEACH.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 (COCOA BEACH

CAUSEWAY) AND STATE HIGHWAY A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO WEST

ON STATE HIGHWAY 520 (COCOA BEACH CAUSEWAY) FOR 0.95 MI TO THE JUNCTION

OF JOHN HORNE DRIVE ON THE RIGHT AND THE MARK ON THE LEFT IN THE MEDIAN,

AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A BREVARD COUNTY LOGO

CAP RECESSED 0.3 FT BELOW THE GROUND AND ABOUT LEVEL WITH STATE HIGHWAY

520 WESTBOUND LANES, THE DATUM POINT IS RECESSED 0.7 FT BELOW THE LEVEL

OF THE BREVARD COUNTY LOGO CAP.

LOCATED 235.0 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A CAPE CANAVERAL

HOSPITAL SIGN, 200.0 FT WEST OF THE APPROXIMATE CENTERLINE OF JOHN HORNE

DRIVE, 32.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 520

EASTBOUND LANES, 14.9 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE

HIGHWAY 520 WESTBOUND LANES AND 1.8 FT SOUTH OF THE SOUTH CURB OF STATE

HIGHWAY 520 WESTBOUND LANES.

NOTE A MAGNET WAS PLACED INSIDE OF THE BREVARD COUNTY LOGO CAP.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH BREVARD COUNTY

LOGO CAP.

STATION RECOVERY (2009)

MARK COVER IS MISSING. MARK IS LOCATED 1 FOOT SOUTH OF SOUTH EDGE OF

WESTBOUND LANE OF ROUTES 520 AND A1A AND IS MARKED BY A WHITE SPRAY

PAINTED ARROW AND THE NOTATION GPS 1017 ON THE IMMEDIATELY ADJACENT

HIGHWAY MEDIAN MACADEM BORDER.

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

1.2.1 Weather Conditions

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- 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 datum in the vicinity of the project area are provided in the following tables. All datum elevations in this table are referred to mean lower low water (MLLW) and also reference the 1983-2001 tidal epoch. The datum provided are based on values from tide station 8721604 located at the south end of the Trident Pier at Port Canaveral from the analysis periods of 01/01/1997 to 12/31/2006 and 03/01/2008 to 02/28/2011.

This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). Additional information on this and other nearby tide stations is available at this NOAA website: http://tidesandcurrents.noaa.gov/stations.html

Tide Station 8721604 (Trident Pier, FL) Lat 28° 24.9'N, Lon 80° 35.6'W

Highest Observed Water Level (26 September 2004) = 7.93 Feet Mean Higher High Water (MHHW) = 3.91 Feet Mean High Water (MHW) = 3.56 Feet North American Vertical Datum 1988 (NAVD) = 2.86 Feet Mean Sea Level (MSL) = 1.88 Feet Mean Tide Level (MTL) = 1.87 Feet Mean Low Water (MLW) = 0.17 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (12 January 2009) = -1.87 Feet

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

https://tidesandcurrents.noaa.gov/tide_predictions.html.

1.2 Wind and Wave Data

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

DOCUMENT 00 33 50 Page 2

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. It also provides miscellaneous meteorological data. This publication is available through NOAA. This publication is available at the following website:

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html

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 closest of these stations (#63439) lies approximately 12 miles southeast of the Canaveral Harbor entrance channel. 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, at a station located in 17 meters (56 feet) 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:

http://www.ndbc.noaa.gov/maps/Florida.shtml.

1.2.1 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 essentially tropical, and temperatures below freezing are rare. 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 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 Melbourne International Airport Station, located in

DOCUMENT 00 33 50 Page 3

Melbourne, Florida, 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 28.1011°N, longitude 80.6439°W and data can be accessed through:

http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- 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 Measurement and Payment

1.3.4 Project Administration

1.3.5 Project Schedule

1.3.6 Project Submittal Register

1.3.7 Diving Safety Requirements

1.3.8 Accident Prevention

1.3.9 Quality Control Requirements

1.3.10 Temporary Construction Facilities

1.3.11 Environmental Protection

1.3.12 Water Quality

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.7 SURVEYS

1.7.1 Sand Bypass Dredging Area (SBDA) Survey

1.7.2 Channel Survey

1.7.3 Beach Placement Survey

1.8 LAYOUT OF WORK

1.8.1 Established Project Control

1.8.2 Layout

1.8.3 Survey

1.9 DAMAGE TO WORK

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

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 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)

GDR Section 00 31 32.10, Geotechnical Data Report for Sand Bypass Borrow Area; and Section 00 31 32.20 for Canaveral Harbor

EM 385-1-1 Safety and Health Requirements Manual

Survey Number 18-098 Electronic Survey Files Provided for SBDA Survey

Survey Number 18-093 Electronic Survey Files for Canaveral Harbor Channel

Survey Number 18-141 Electronic Survey Files Provided for Beach Placement Survey

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

Contract work is split between a base and two options which consists of dredging beach compatible sand from the Sand Bypass Dredging Area (SBDA) and transporting the dredged material to a designated beach placement site south of the inlet. The placement of material will be uniform alongshore in accordance with the elevations and slopes indicated on the drawings.

Project work has been completed four times in the past using a pipeline cutter suction dredge approximately bypassing 3.4 million cubic yards. It is anticipated, work for this project will use the same type dredge and the pipeline trench will need to be excavated under the required depth of

SECTION 01 11 00 Page 2

Canaveral Harbor navigation channel. Material dredged to construct the pipeline trench shall be side-casted within Canaveral Harbor Channel.

Historically, maintenance dredging within Canaveral Harbor has been completed by a Clam Shell dredge. It is anticipated this work will be done by the same means where additional environmental restrictions will be needed when operating a clam shell dredge. At the beach placement site, incidental work includes beach tilling, turbidity monitoring, vibration control monitoring, bird monitoring, and environmental species monitoring.

At the SBDA, there will be no vibration monitoring, and the 45th space wing will be conducting daily turtle and seabird monitoring and the Contractor is expected to coordinate with the 45th space wing on a daily basis during construction.

1.3.2 Location

The work is located north and south of the Canaveral Harbor Entrance Channel as shown on the drawings.

1.3.3 Measurement and Payment

The Government will pay the Contractor for the services performed by the Contractor, as set forth in SECTION 00010A LINE ITEMS AND PRICING SCHEDULE.

Section 01 22 00 MEASUREMENT AND PAYMENT describes how line items will be measured and paid for when making progress payments.

1.3.4 Project Administration

Section 01 30 00 ADMINISTRATIVE PROCEDURES provides guidance on how project administration is to be conducted on this project such as project coordination, partnering, and meetings. Project coordination work performed by others is also covered in this section.

1.3.5 Project Schedule

The Contractor shall prepare and submit to the Contracting Officer a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the features of the work as indicated in the specifications and plans. Schedule provided shall also indicated adverse weather delays. Specific schedule details are provided in Section

01 32 01.10 PROJECT SCHEDULE.

1.3.6 Project Submittal Register

The Contractor is required to submit various submittals to the Government in accordance with the time frames as specified in these contract documents. Section 01 33 00 SUBMITTAL PROCEDURES provides contractual guidance to the Contractor on the various submittal types, procedures and guidelines. Government recognizes the large list of submittals throughout the contract, so a submittal register is appended at the end of Section

01 33 00 SUBMITTAL PROCEDURES.

1.3.7 Diving Safety Requirements

The Contractor will be required to submit a Dive Plan when work is performed on or over water. Please refer to Section 01 35 25 OWNER SAFETY

REQUIREMENTS - DIVING.

SECTION 01 11 00 Page 3

1.3.8 Accident Prevention

Safety is a requirement on all phases of this contract where the Contractor shall provide a safe and healthy working environment and safety procedures to direct all their activities in such a manner to safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to the Contractor's operations and activities. The Contractor is expected to outline their safety plan in Accident Prevention Plan (APP) specificall geared for the project work about to be commenced. For further details on submitting an APP and other safety requirements, please refer to Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS and EM 385-1-1.

1.3.9 Quality Control Requirements

The Contractor is responsible for quality control for the project and shall use Government-furnished "Quality Control System (QCS)" software. The QCS software is the means by which the Contractor assures the Contracting Officer the work performed by the Contractor complies with the requirements of the specifications, plans, and all project permits, with respect to the quality of placed sediment, materials, workmanship, construction, finish, and functional performance. Refer to Section 01 45 05 CONTRACTOR QUALITY CONTROL for further details on QCS system and implementation requirements.

1.3.10 Temporary Construction Facilities

The Contractor's use of premises during the course of contract work shall attempt to fully minimize the physical, visual and operational impact to the project area, vicinity, and surrounding public. To accomplish this, refer to Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.3.11 Environmental Protection

The Contractor shall protect the environment during all phases of the project. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.3.12 Water Quality

The Contractor shall exercise extreme care as not to degrade water quality at dredge and placement locations. All required provisions shall be provided to insure compliance with all water quality standards of the State of Florida and associated Agencies. Attention is called to Chapter 17-3, Florida Administrative Code, and in particular, the turbidity requirements specified in Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. 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.

b. Construction-related activities are only authorized to occur on the nesting beach (seaward of existing coastal armoring structures or the dune crest) between November 1 and April 30th as specified on Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

SECTION 01 11 00 Page 4

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 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Sections 00 31 32.10 GEOTECHNICAL DATA REPORT - Sand Bypass Dredging Area, and 00 31 32.20 GEOTECHNICAL DATA REPORT - Canaveral Harbor and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.6.2 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.

1.6.3 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.

1.6.4 Maritime Traffic

Channel and Marine Traffic in the project area consists of Naval, cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.6.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor shall be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.7 SURVEYS

1.7.1 Sand Bypass Dredging Area (SBDA) Survey

Sand Bypass Borrow Area Survey Number 18-098 indicated in paragraph REFERENCES above is provided in separate electronic files.

SECTION 01 11 00 Page 5

1.7.2 Channel Survey

Canaveral Harbor Channel Survey Number 18-093 indicated in paragraph REFERENCES above is provided in separate electronic files.

1.7.3 Beach Placement Survey

Beach Placement Survey Number 18-141 indicated in paragraph REFERENCES above is provided in separate electronic files.

1.8 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.

1.8.1 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 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 Sections 00 31 21.10 CONTROL MONUMENT DESCRIPTIONS - SAND BYPASS

DREDGING AREA SURVEY, 00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - CANAVERAL

HARBOR, and 00 31 21.30 CONTROL MONUMENT DESCRIPTIONS - BEACH FILL SURVEY.

1.8.2 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.

1.8.3 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 stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting

SECTION 01 11 00 Page 6

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.

1.9 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 adverse weather (i.e., severe thunderstorms, straight line winds, flood, earthquake, hurricane, or tornados), 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 lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum 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 lump sum 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.

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 as demonstrated in writing by the Contractor and approved by the Contracting Officer.

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 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded to

SECTION 01 11 00 Page 7 the nearest whole number.

1.10.2 Contractor Responsibility

The project area may be affected by stormy seas, 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, dredging and placement operations prior to submitting a proposal or bid. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities. A list of potential sources providing climatological and meteorological observations and data for the project area is provided.

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 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 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTE (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Trench Excavation, Unclassified (Line Item 0003)

1.4.3 Construction/Vibration Controls and Monitoring (Line Items

0005, 0014, 0023)

1.4.4 Turbidity Monitoring (Line Items 0006, 0015, 0024)

1.4.5 Environmental Species Monitoring (Line Items 0007, 0016, 0025)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 SBDA Excavation, Unclassified (Line Items 0002, 0012, 0021)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Items 0004, 0013, 0022)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Remediation of Noncompliant Material (Line Items 0008, 0017, 0026)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Screening of Unacceptable Material (Line Items 0009, 0018, 0027)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Removal of Unacceptable Material (Line Items 0010, 0019, 0028)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Standby Time (Line Items 0011, 0020, 0029)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

SECTION 01 22 00 Page 1

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 2

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.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTE (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 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

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 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

SECTION 01 22 00 Page 3

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.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE 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 01.10 PROJECT SCHEDULE (Alternate). 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 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Trench Excavation, Unclassified (Line Item 0003)

Payment will be made for costs associated with or incidental to mobilization and demobilization of additional equipment needed for excavation of a pipeline trench underneath the Canaveral Harbor Federal Channel and trench excavation with sidecasting of material within Canaveral Harbor Channel as shown on the plans. Payment also includes the additional environmental monitoring requirements for clam shell dredging as specified under Section 01 57 20 ENVIRONMENTAL PROTECTION. See Section 35 20 23

DREDGING.

1.4.3 Construction/Vibration Controls and Monitoring (Line Items 0005, 0014, 0023)

For areas outside the Canaveral Air Station, 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.

SECTION 01 22 00 Page 4

1.4.4 Turbidity Monitoring (Line Items 0006, 0015, 0024)

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.

1.4.5 Environmental Species Monitoring (Line Items 0007, 0016, 0025)

For areas outside the Canaveral Air Station, payment will be made for costs associated with or incidental to monitoring sea turtles, migratory birds, manatee observer, and endangered species. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

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.

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 SBDA Excavation, Unclassified (Line Items 0002, 0012, 0021)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and placement of beach quality materials at the beach fill area; providing and maintaining access to the work site(s) and placement area(s); site restoration of all staging/access areas used by the Contractor; noise control; debris removal; and installation, operation or maintenance of the electronic tracking system for surveillance of specified dredging and placement activities. See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL

PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "Acceptance Section".

c. Hydrographic (soundings) and topographic surveys for final payment purposes will be made by the Government. The Contracting Officer will select the type of survey to be performed (single-beam

vs. multi-beam) and the transducer frequency to be used. Once the survey method (type and transducer frequency) is selected, the government will strive to use the selected method throughout the contract period. However, the Contracting Officer reserves the right to change the survey method at any time according to his sole discretion. All surveys will be performed in accordance with USACE

SECTION 01 22 00 Page 5

EM 1110-2-1003. Survey frequencies will be the same as those shown in the drawings and…