20B0009 Volume 2 SPP_North_Reach_Segment_Brevard_County.pdf

W912EP20B0009

Jacksonville District

Shore Protection Project (SPP) North Reach Segment, Beach Renourishment 2021

Brevard County, Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for issue date

SPP North Reach Segment, Beach Renourishment 2021

PROJECT TABLE OF CONTENTS

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

00 31 21.10 CONTROL MONUMENT DESCRIPTIONS - PLACEMENT AREAS

00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - BORROW AREA

00 31 32 GEOTECHNICAL DATA REPORT - CANAVERAL SHOALS II (SEE

SEPERATE FILE)

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 01.10 PROJECT SCHEDULE (Alternate)

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 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 92 19 COASTAL VEGETATION PLANTING

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

35 20 25 BEACH FILL

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21.10 CONTROL MONUMENT DESCRIPTIONS-

PLACEMENT AREAS

FOR

SHORE PROTECTION PROJECT

NORTH REACH SEGMENT

BEACH NOURISHMENT 2021

SECTION 00 31 21.10 CONTROL MONUMENT DESCRIPTIONS-PLACEMENT AREAS

SECTION 00 31 21.10 Page 1

DESIGNATION - JOHN

PID - AK2588

MARKER: TRIANGULATION STATION DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: JOHN 1958

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

STATION DESCRIPTION BY COAST AND GEODETIC SURVEY 1958 (ALP)

STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE, ABOUT 0.25 MILE EAST OF

THE SOUTH GATE (ENTRANCE TO THE BASE), 134 FEET EAST OF THE APPROXIMATE

CENTER OF A ROAD LEADING SOUTH AND 49 FEET NORTH OF

THE APPROXIMATE CENTER OF A ROAD LEADING EAST. THE MARK PROJECTS 4 INCHES

AND THE DISK IS STAMPED JOHN 1958.

TO REACH FROM THE SOUTH GATE AT CAPE CANAVERAL MISSILE BASE, GO EAST FOR 0.2

MILE TO A FORK, KEEP RIGHT (SOUTHEAST) FOR 0.1 MILE TO A FORK, TURN LEFT

(NORTH) FOR 0.05 MILE TO A SIDE ROAD RIGHT. TURN RIGHT (EAST) AND GO 0.05

MILE TO STATION ON LEFT AS DESCRIBED. NO AZIMUTH MARK WAS SET.

STATION RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963

ABOUT 5.5 MILES SOUTH ALONG THE CAPE ROAD FROM THE CENTRAL CONTROL BUILDING

AT CAPE CANAVERAL MISSILE BASE, 0.35 MILE EAST OF THE SOUTH GATE AT ENTRANCE

TO CAPE, 50.5 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST BLACK TOP ROAD,

60 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF THE CAPE

ROAD, AT THE OUTSIDE OF A LONG CURVE, SET IN THE TOP OF A CONCRETE POST

PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND. NOTE-- A 20-FOOT HIGH

WOODEN TOWER PAINTED WHITE IS OVER THIS STATION. NOTE-- MARK IS E OF S GATE,

WOODEN STAND NO LONGER EXISTS, IS 79.5 FEET NE OF POWER LINE POLE Z4B, 26.0

FEET SE OF STOP SIGN, 29.6 FT NW OF CULVERT RETAINING WALL AND 6 FEET NW OF A

METAL WITNESS POST.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)

STATION MARK RECOVERED IN GOOD CONDITION. THE R.M.S WERE NOT FOUND AND ARE

BELIEVED TO BE DESTROYED.

MARK IS LOCATED APPROXIMATELY 0.25 MILES EAST OF THE SOUTH GATE ENTRANCE TO

CAPE KENNEDY, AT THE OUTSIDE OF A CURVE NORTH AND 50 FEET NORTH OF AN EAST-

WEST CONTINUING ROAD, 79.5 FEET NORTHEAST OF POWER LINE POLE Z48, 29.6 FEET

NORTHWEST OF CULVERT RETAINING WALL, AND 6 FEET NORTHWEST OF A METAL WITNESS

POST.

STATION RECOVERY NOTE BY SURVTECH SOLUTIONS 2010 (BS)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21.10 Page 2

DESIGNATION - BREVARD GPS 1009

PID - AK7480

STATE/COUNTY- FL/BREVARD

MARKER: FLANGE-ENCASED ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)

STAMPING: GPS 1009 1993

MARK LOGO: FL-009

PROJECTION: RECESSED 15 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 16, 2020

STATION DESCRIPTION NOTE BY FL DEPT OF ENV PRO 2006 (JLM)

THE MARK IS ABOUT 8.9 MI SOUTHEAST OF COCOA BEACH, 6.2 MI NORTHWEST OF

MELBOURNE (EAU GALLIE BEACH), IN SOUTH PATRICK BEACH.

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

A1A IN COCOA BEACH, GO SOUTH ON STATE HIGHWAY A1A FOR 6.5 MI TO THE MARK ON

THE LEFT, IN THE CENTER OF THE MEDIAN OF STATE HIGHWAY A1A, AN ALUMINUM ALLOY

ROD DRIVEN INTO THE GROUND WITH A BREVARD COUNTY LOGO CAP, RECESSED 0.6 BELOW

THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE HIGHWAY A1A.

LOCATED 278.0 FT NORTH OF 70 80 A20, 106.0 FT SOUTH OF AN EXIT ONLY DRIVE,

23.3 FT WEST OF THE CENTERLINE OF STATE HIGHWAY A1A NORTHBOUND LANES, 20.7 FT

EAST OF THE CENTERLINE OF STATE HIGHWAY A1A SOUTHBOUND LANES.

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

CAP.

STATION RECOVERY NOTE BY GEOCACHING 2020 (RLM)

SECTION 00 31 21.10 Page 3

DESIGNATION - BREVARD GPS 1005

PID - AK7476

STATE/COUNTY- FL/BREVARD

MARKER: FLANGE-ENCASED 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

OBSERVATIONS - December 02, 2019

STATION DESCRIPTION NOTE BY FL DEPT OF ENV PRO 2006 (JLM)

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.

STATION RECOVERY NOTE BY GEOCACHING 2019 (RLM)

SECTION 00 31 21.10 Page 4

Designation: CH 31 RESET

PID: BBGM35

Stamping: CH-31 RESET 1-9-90 1990 JAX FLA Stability: Monument will probably hold position well

Setting: Set in top of concrete monument Description: This station is located in Brevard County Florida, near Port Canaveral. The station is a brass disk set in a 10" concrete monument located on near a service road off the end of S Petrol road. The point is located 4 feet south of a carsonite witness post, 20 feet north of the top of bank of the inlet to Port Canaveral, and 150' +/- south of the top of a berm.

SECTION 00 31 21.10 Page 5

DESIGNATION - 872 1649 A

PID - DK6617

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/BREVARD

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

OBSERVATIONS - March 21, 2018

STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM) (WDM)

THE MARK IS IN COCOA BEACH. TO REACH THE MARK FROM THE INTERSECTION OF STATE

ROAD 520 (COCOA BEACH CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA

BEACH, GO NORTH ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI TO THE

INTERSECTION OF MEADE AVENUE. TURN RIGHT ON MEADE AVENUE AND GO EAST FOR

0.05 TO THE INTERSECTION OF OCEAN BEACH BOULEVARD. CONTINUE EAST ON MEADE

AVENUE FOR ABOUT 200.0 FT TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF

THE NORTHEAST CORNER OF A CONCRETE GARBAGE DUMPSTER PAD ABOUT 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 NOTE BY GEOCACHING 2010 (EP)

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.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)

LOCATED IN THE PARKING LOT OF COCOA BEACH PIER.

STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)

SECTION 00 31 21.10 Page 6

Designation: POINT 100

PID: BBGM38

Stamping: NONE Stability: May hold, commonly subject to ground movement

Setting: A metal rod driven into ground. Described below.

Description: This station is located in Brevard County Florida, near Port Canaveral. The station is an iron rod with yellow plastic cap, located near a pond just East of Dave Nisbet Drive. The point is located 63 feet southeast of a fiber optic vault, 66 feet northeast of a light pole, and 22 feet west of the edge of water to the retention pond.

SECTION 00 31 21.10 Page 7

Designation: SEAS BREV 1

PID: BBGM34

Stamping: SEAS-BREV-1 2019 Stability: Monument will probably hold position well

Setting: Set in top of concrete monument Description: This station is located in Brevard County Florida, near Patrick AFB. The station is a aluminum disk set in a 4" concrete monument stamped SEAS-Brev-1 2019, located near a beach parking lot off of Hwy A1A. Point is located 4.5' west of a fire hydrant, 13.0' south of a electrical service box, and 17.0 feet southeast of a sign.

SECTION 00 31 21.10 Page 8

DESIGNATION - SEAS 7191

PID - N/A

NO DESCRIPTIVE TEXT AVAILBLE.

SECTION 00 31 21.20 CONTROL MONUMENT DESCRIPTIONS-

BORROW AREA

SECTION 00 31 21.20 CONTROL MONUMENT DESCRIPTIONS – BORROW AREA

SECTION 00 31 21.20 Page 1

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.

SECTION 00 31 21.20 CONTROL MONUMENT DESCRIPTIONS – BORROW AREA

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.

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wind, wave, and weather data are provided for inclusion in the subject project’s P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide station shown in Figure 1 and Table 1. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near St.

Augustine Beach, Florida (NOAA Tide Station 8720587). Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

https://tidesandcurrents.noaa.gov/map/index.html?region=Florida.

The elevations in Table 1 are taken from NOAA’s Tide Station 8721649 (Cocoa Beach, Atlantic Ocean, FL). These datums are based on a 24-month analysis from January 1995 – December 1996 from a point on the Atlantic Coast, which is roughly 3.0 miles south of the Port Canaveral.

SECTION 00 33 50 Page 2

Figure 1. NOAA Tide Stations in the Vicinity of North Reach, Brevard County, Florida

Table 1. Datums from NOAA Station 8721649 (Cocoa Beach, Atlantic Ocean, FL)

Location: 29° 22.1' N, 80° 36.0' W Analysis Period: Jan. 1995 – Dec. 1996

Datum Elevation (ft-MLLW)

Mean Higher-High Water (MHHW) 3.97

Mean High Water (MHW) 3.62 North American Vertical Datum of 1998 (NAVD) 2.81 Mean Sea Level (MSL) 1.89 Mean Tide Level (MTL) 1.89 Mean Low Water (MLW) 0.16

Mean Lower-Low Water (MLLW) 0.00

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide Tables, United States (U.S.) Department of Commerce, National Oceanic and

SECTION 00 33 50 Page 3

Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication are also listed at the following website: https://tidesandcurrents.noaa.gov/tide_predictions.html.

b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or 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 is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on 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 is a wave hindcast database for various stations located along the U.S.

Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63439 is located in roughly 17.0 meters (m) of water relative to the Mean Sea Level (MSL) datum (i.e. 55.8 feet [ft] MSL) at 28° 19.8' N, 80° 25.2' W. This station lies approximately 11.5 miles east of the North Reach. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period of 1980 – 2014. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: http://wis.usace.army.mil/.

3. National Data Buoy Center (NDBC) 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 include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is available for most stations. The website address for data relevant to Florida projects is http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical systems June through November and to windy and rainy weather any time of the year. The climate of the area is essentially tropical, as temperatures below freezing are seldom. During the wet season (May through October), rainfall events are usually short and sporadic and closely associated with convective activity. Winter months generally constitute the dry season, where rainfall is typically associated with mid-latitude, or extratropical, systems and distributed in a more spatially uniform pattern. Daily rainfall events in the dry season are occasionally heavy when mid-latitude systems impact northeast Florida.

Notably, hazardous thunderstorms can occur in this area at any time of the year.

1. It is 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 data relevant to this region. Available data include quality-controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data

SECTION 00 33 50 Page 4 and 30-year climate normals.

NOAA’s Climate Data Online website also includes 1981 – 2010 Monthly Normals at the following website: http://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides monthly average values for temperature, precipitation, and other information. NOAA’s Melbourne International Airport, FL station (ID USW00012838) lies roughly 18.0 miles southwest of the North Reach at 28° 6.066' N, 80° 38.634' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

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 SUBMITTALS

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.2 Location

1.4.3 Safety Requirements

1.4.4 Work Restrictions

1.4.5 Work Performed by Others

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

1.7 PHYSICAL DATA

1.7.1 Physical Conditions

1.7.2 Weather, Water Stage and Tide Data

1.7.3 Contractor Investigation

1.7.4 Maritime Traffic

1.7.5 Obstruction of Channel

1.7.6 Surveys

1.8 PATRICK AIR FORCE BASE OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.8.1 Damage To Existing Equipment

1.8.2 New Material and Construction Equipment

1.8.3 Construction Area Access and Control Requirements

1.8.3.1 Access Control

1.8.3.2 Admittance to PAFB

1.8.3.3 Responsibilities

1.8.4 Vehicle Parking Requirements

1.9 ON-SITE PERMITS (PAFB ONLY)

1.9.1 Utility Outage Requests and Connection Requests

1.9.1.1 Requirements

1.9.2 Protection of Work

1.9.3 Burn Permits

1.10 LAYOUT OF WORK

1.10.1 Established Project Control

1.10.2 Layout

1.10.3 Survey

1.11 DAMAGE TO WORK

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

1.12.1 Contractor Responsibility

1.13 CONSTRUCTION FORMS AND DETAILS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 11 00 Page 1

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

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. AIR FORCE (USAF)

AF 103 (1994) Base Civil Engineering Work Clearance

45 SFS Form Cape Canaveral Air Station Badge/Visitor Request

PAFB Restrictions Cape Canaveral Air Forces Station Access Restrictions

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32 Geotechnical Data Report for Canaveral Shoals II.

EM 385-1-1 Safety and Health Requirements Manual

Surveys Electronic Survey Files Provided for:

Survey Number 20-162 and 19-303

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.

c. 1 on # defines a slope as 1 foot vertical to number of feet horizontal, e.g. a 1 on 8 slope is defined as a slope 1 foot vertical to 8 feet horizontal.

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

SECTION 01 11 00 Page 3 that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Dig Permit ; G, RO

Refer to paragraph PATRICK AIR FORCE BASE OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS below for submittal.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

Project work consists of dredging beach compatible sand from Canaveral Shoals II (CSII) borrow area, transporting, and placing the excavated material at the base and optional beach placement areas. The base portion of the project is located in the southern area of the North Reach Segment from Florida Department of Environmental Protection (FDEP) Range Monuments R-40 to to R-54A. Option A is located immediately north of the Base between R-37 to R-40A and Option B is located immediately north of Option A between R-34 to R-37A. Placement operations will occur in Patrick Air Force Base where the Contractor must obtain a dig permit from Cape Canaveral Air Force Station (CCAFS). Refer to Section 35 20 25 BEACH FILL for more details on attaining access to CCAFS and obtaining a DIG PERMIT.CSII is located east of Cape Canaveral, and is centered approximately 4.5 miles offshore of Cape Canaveral Air Force Station (CCAFS) and 8 miles east of Port Canaveral. CSII is approximately 1,233 acres with existing depths ranging from -13 to - 47 feet NAVD88.

Incidental work at the placement area includes beach tilling, turbidity monitoring, vibration control monitoring, coordination with Government shorebird and sea turtle monitors, and endangered species monitors. Other offshore work other than dredging depends on the type of dredge to be used, such as sea turtle trawling and sweeping if a hopper dredge is used and specific endangered species monitors for the type of dredge. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.2 Location

Project work is located in Brevard County, Florida.

1.4.3 Safety Requirements

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

1.4.4 Work Restrictions

Dredging, beach fill placement, debris removal, mechanical conveyance and grading, and tilling work known herein as beach fill work, is restricted from May 1st through October 31st. Therefore, all construction equipment must be off the beach by 11:59 PM on April 30, 2021. For work within Patrick Airforce Base (south of R-53, the Contractor must provide 2 week advance notice to the Contracting Officer and the 45th space wing before working along R53-R54A to get the dig permit. November 1 to November 30, 2020 and March 1 to April 30, 2021, there are construction nightitme and early morning operation restrictions associated Sea Turtle Beach Nest Monitoring. From April 1 to September 1, 2021, shorebird buffer zones and travel corridors may be established within the project footprint. Refer to subparagraphes SEA TURTLE BEACH NEST MONITORING and PROTECTION OF

SECTION 01 11 00 Page 4

SHOREBIRD SPECIES in Section 01 57 20 ENVIRONMENTAL PROTECTION. Also refer to Section 01 57 20 ENVIRONMENTAL PROTECTION for lighting restrictions for the work areas from November 1 through November 30 and from March 1 through April 30.

1.4.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.5 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. In addition to the above, the following shall apply: Prior to beginning work operations, a mutual understanding meeting shall be conducted by the Governement and Contractor (Refer to section 01 30 00 ADMINISTRATIVE PROCEDURES. The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.7 PHYSICAL DATA

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

1.7.1 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 Section 00 31 32 GEOTECHNICAL DATA REPORT - CANAVERAL SHOALS II (CSII) ( GDR in paragraph REFERENCES above). The core boring locations are shown on the drawings for each dredging area.

1.7.2 Weather, Water Stage and Tide Data

The work area is affected by wind, waves, tides, current, and beach erosion and accretion on a daily basis. Conditions are highly variable and constantly changing. Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA is provided to assist the Contractor with applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The Contractor shall be responsible for visiting the work site in order to develop their own understanding of the physical site conditions and scheduling for adverse weather.

1.7.3 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.

SECTION 01 11 00 Page 5

1.7.4 Maritime Traffic

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

1.7.5 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 will 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, promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.7.6 Surveys

Surveys indicated in paragraph REFERENCES above are provided as separate electronic files.

1.8 PATRICK AIR FORCE BASE OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

All of the work area is east of State Route A1A, outside of the security area of Patrick Air Force Base. Base access passes are not required to conduct construction, except for attendance at meetings held within the security (access gates) of Patrick Air Force Base.

Building(s) subject to occupancy are not located within the work area. No part of the work requires the Contractor to temporarily occupy or otherwise access building(s) within or adjacent to the work area.

Building(s) adjacent to the work area will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area. Contractor shall post warning signs in accordance with OSHA requirements.

1.8.1 Damage To Existing Equipment

Any damage must be reported to the Contracting Officer immediately.

Damage to existing materials, equipments, systems, or properties occurring from Contractor activities or neglect, shall, at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.8.2 New Material and Construction Equipment

Only material and construction equipment designated for performance of contract work may be stored at the construction site or located in Government-controlled warehouses or shop facilities.

SECTION 01 11 00 Page 6

1.8.3 Construction Area Access and Control Requirements

1.8.3.1 Access Control

All on-site project work is confined to non-restricted areas and areas that are outside of the Patrick AFB security area. That is, no access badge and no restricted area badge shall be necessary to accomplish the on-site work. However, normal access requirements into PAFB must be accomplished for attendance at meetings, including weekly meetings, that are not otherwise held at the beach work site.

1.8.3.2 Admittance to PAFB

a. Submit the 45 SFS Form for all persons accessing PAFB to USACE Badging official. Designate, in writing, to the Jacksonville District Badging Official, one of the Contractor's officials (usually the Project Manager) as the Contractor's representative responsible for securing and turning in the PAFB badges mentioned above. The written designation must include the contract number, estimated commencement and completion dates, and a local mailing address and telephone number. This official may, in turn, designate two other officials of the Contractor as assistants, and these three persons, after submission of a letter of authorization by the Jacksonville District Badging Official to the Range Contractor's Pass and Identification Section, will be authorized to sign requests for issuance of PAFB badges .

b. Upon submittal, processing said request takes 4 to 7 days. Access will not be authorized for any person falling into any of the categories listed in the PAFB Restrictions .

c. Upon completion of the contract, all badges must be turned in or satisfactorily accounted for. The work will not be accepted and final payment will not be made until this has been accomplished.

d. The details as to wearing of the badges and accounting for those issued shall be in accordance with job site procedures established by the Director, Security Police, U.S. Air Force . Any questions or problems concerning security procedures or the issue or turn-in of badges should be directed to the Jacksonville District Security Officer.

e. Include the Contracting Officer's Representative (COR) on all developments relating to access to PAFB.

1.8.3.3 Responsibilities

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

1.8.4 Vehicle Parking Requirements

Job and support vehicles for workers will be parked in designated parking

SECTION 01 11 00 Page 7 areas, staging and access areas indicated in the drawings, and additional temporary areas along State Route A1A approved by the Government within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor shall be responsible for repairing or replacing any facility/grounds damaged areas.

1.9 ON-SITE PERMITS (PAFB ONLY)

Project work within PAFB requires a United States Air Force (USAF) Work Clearance request, know herein as DIG PERMIT, is issued by the USAF.

Contractor shall attain a digging permit, AF 103 , from United States Air Force. AF 103 serves to notify base agencies of the upcoming project as well as identify any underground utilities in the area. Base meetings are held each Thursday at 0830 in Bldg 1060 on base. The AF 103 must be submitted by noon Wednesday to be reviewed at the Thursday meeting. The Contractor shall be at the Thursday meeting to answer questions. The permit must be renewed every 30 days, so there's not much point in starting anything until they're ready to start work at Patrick. The form can be submitted to the following e-mail:

45ces.ceors.customerservice@us.af.mil. Their phone number is 321-494-7882. All information about attaining the DIG PERMIT form will be provided within ten (10) days after Notice to Proceed. Please make sure you reference the project title when contacting.

1.9.1 Utility Outage Requests and Connection Requests

a. Work shall be conducted such that no utility outages are required.

b. Utility outages and Connection Requests required during the execution of work that affect existing systems shall be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

c. Each Utility Outage and Connection Requests shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.9.1.1 Requirements

a. A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, fire detection and suppression systems, etc.) must be submitted to the Contracting Officer at least 14 calendar days in advance of the desired outage.

Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization shall be carefully observed. A utilities outage without prior approval and coordination is prohibited.

b. Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch.

c. Since many systems are critical to facility operations, the number and duration of utility outages shall be kept to an absolute minimum. All work effort shall be coordinated and sufficient manpower, materials, and equipment shall be provided to complete the work within the authorized outage window.

SECTION 01 11 00 Page 8

d. Existing utility services may be interrupted only when approved by the Contracting Officer. The interruption shall be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings shall be performed at no additional cost to the Government.

e. If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.9.2 Protection of Work

All construction work requires a Work Clearance Request, AF 103 . This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Contractor must obtain (from technical representative), prepare, and properly complete "Base Civil Engineering Work Clearance Request" AF 103 .

Prior to submitting AF 103 for review and approval, mark in white paint all locations requiring utility locates and a commercial utility locate ticket number must be obtained by calling SUNSHINE at 1-800-432-4770.

Provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. Contact the COR to schedule locates prior to any excavation. The COR will be the first and the last to coordinate on the AF 103 .

After excavation permit has been obtained and prior to any excavating, verify with Cape Support (853-5211) that there are no "Critical Days" that would prevent excavation.

Contractor must temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.9.3 Burn Permits

Burn permits are required for any spark, flame, or welding activity.

Obtain Burn Permits thru PAFB Fire Department (494-7642). Post permits at a conspicuous location in the construction area. Burning of trash or rubbish is not permitted on any USAF facility.

1.10 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.

1.10.1 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

SECTION 01 11 00 Page 9 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-PLACEMENT AREAS AND

00 31 21.20 CONTROL MONUMENT DESCRIPTIONS-BORROW AREA.

1.10.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain 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.

1.10.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. 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 negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their 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.

1.11 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will 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, 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 10

1.12 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.

1.12.1 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 must research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. 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, 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 must 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.

SECTION 01 11 00 Page 11

1.13 CONSTRUCTION FORMS AND DETAILS

From the Jacksonville District Home Page, click the links ENGINEERING DIVISION, then CONSTRUCTION FORMS AND DETAILS. See web site address http://www.saj.usace.army.mil/About/Divisions-Offices/Engineering/Design-Branch/S pecifications-Section/.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 12

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 SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 DEFINITIONS

1.3.1 Compensating Slopes

1.4 SUBMITTALS

1.5 JOB PAYMENT ITEMS

1.5.1 Mobilization and Demobilization (Line Item 0001)

1.5.2 Construction/Vibration Controls and Monitoring (Line Items

0007, 0018, and 0025)

1.5.3 Environmental Species Monitoring (Line Items 0008, 0019, and

0026)

1.5.4 Turbidity Monitoring (Line Items 0009, 0020, and 0027)

1.5.5 Mobilization and Demobilization for non-capture Sea Turtle

Trawl Sweeping and relocation (Hopper Dredge Only, Line Item 0012)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Beach Fill (Line Items 0002, 0014, and 0021)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Screening (Line Items 0003, 0015, and 0022)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Beach Tilling (Line Items 0004, 0016, and 0023)

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 Unit of Measure

1.6.4 Remediation of Placed Material (Line Item 0005)

1.6.4.1 Payment

1.6.4.2 Measurement

1.6.4.3 Unit of Measure

1.6.5 Transportation and Disposal of Unacceptable Material (Line

Items 0006, 0017, and 0024)

1.6.5.1 Payment

1.6.5.2 Measurement

1.6.5.3 Unit of Measure

1.6.6 Standby Time (Line Item 0010)

1.6.6.1 Payment

1.6.6.2 Measurement

1.6.6.3 Unit of Measure

1.6.7 Partnering Regroup (Line Item 0011)

SECTION 01 22 00 Page 1

1.6.7.1 Payment

1.6.7.2 Measurement

1.6.7.3 Unit of Measure

1.6.8 Sea Turtle Non-Capture Trawl Sweeping and Relocation (Hopper

Dredge Only Line Item 0013)

1.6.8.1 Payment

1.6.8.2 Measurement

1.6.8.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

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 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 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 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 DEFINITIONS

1.3.1 Compensating Slopes

The allowance for material to be placed above the specified fill tolerance to compensate for the specified foreshore slope being below grade due to sediment relocated by natural forces between the time of placement and payment surveys. This is permitted for payment purposes only.

SECTION 01 22 00 Page 3

1.4 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

1.5 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…