B.08 Specs Vol. 2, Jax Harbor (W912EP23B0015).pdf

W912EP23B0015

Jacksonville District

Jacksonville Harbor, Maintenance Dredging, 47-Foot & 40-Foot Project

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Jacksonville Harbor, Maintenance Dredging 47-Foot & 40-Foot Project, Duval County, Florida

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

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

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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

35 20 23 DREDGING

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 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: USACE MAYPORT ARP

PID: BBGZ80

Stamping: N/A Stability: May hold, commonly subject to ground movement

Setting: Large structures with deep foundations Description: Station is located on US Naval Station Mayport and is operated by the USACE

Jacksonville District Hydrographic Survey Section. Station is located approximately 50 feet above ground level on a metal tower structure. Tower is adjacent to building 351 & 1388, Training Support Detachment Mayport. Reference point is located approximately 8 feet south of the northeast corner of the top level of the tower and 15 feet north of the southeast corner of the tower.

SECTION 00 31 21 Page 2

DESIGNATION - 872 0218 A TIDAL

PID - DI9221

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 0218 A 1995

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 OBSERVATIONS - May 23, 2007

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED NOS

HISTORY - 2006 GOOD FLDEP

HISTORY - 20070523 GOOD FLDEP

STATION DESCRIPTION (2007)

TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE HIGHWAY

10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT, GO

NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI TO THE JUNCTION OF

STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET) AND STATE HIGHWAY A1A NORTH

(STATE ROAD) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE

ROAD-OCEAN STREET) AND GO NORTHWEST FOR 3.65 MI TO THE ENTRANCE TO THE

SAINT JOHNS BAR PILOT ASSOCIATION AND THE MARK ON THE LEFT.

MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.8 FT WITH

A NOS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH OCEAN STREET, THE

DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS LOGO CAP.

LOCATED 462.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF OCEAN STREET,

218.5 FT WEST OF THE CENTER OF THE PILOT ASSOCIATION DOCK, 218.0 FT

SOUTHWEST OF THE PILOT ASSOCIATION BUILDING, 122.6 FT WEST OF THE

NORTHWEST CORNER OF THE PILOT ASSOCIATION CLUB, 63.0 FT NORTH-NORTHWEST OF

A POWER POLE WITH TWO LIGHTS ATTACHED AND 1.0 FT SOUTHWEST OF THE

NORTHWEST END OF A 6.0 FT TALL CHAIN LINK FENCE.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.

SECTION 00 31 21 Page 3

DESIGNATION - 872 0218 A TIDAL (continued)

SECTION 00 31 21 Page 4

Designation: USACE BIMT ARP

PID: BBGM25

Stamping: NONE Setting: Unspecified setting

Description: To reach mark, proceed to the Marine Corps Support Facility Blount Island Command on the northeast side of Jacksonville, Duval County, FL. Permission must be granted for entry into base through a controlled entry point. Station is located just before an area called Navy Point and is attached to a group of electrical junction boxes, on the east side of the road. Point is a GPS antenna attached with an aluminum pole attached to a larger pipe which is part of the stand for the junction boxes.

SECTION 00 31 21 Page 5

DESIGNATION - 872 0221 M TIDAL

PID - DH8953

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

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

STAMPING: 0221 M 2004

MARK LOGO: NGS

PROJECTION: RECESSED 5 INCHES BELOW GROUND LEVEL

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - April 18, 2004

HISTORY - Date Condition Report By

HISTORY - 20040418 MONUMENTED FLDEP

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)

THE MARK IS NEAR JACKSONVILLE, IN SECTION 47, TOWNSHIP 1 SOUTH, RANGE 28

EAST.

TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT CAROLINE

ROAD IN THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND SOUTHWEST ON FORT

CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, TURN RIGHT ON FULTON ROAD

AND GO NORTH AND NORTHEASTERLY FOR 0.9 MI TO THE MARK ON THE LEFT, ABOUT

250.0 FT SOUTH OF THE ST JOHNS RIVER, A STAINLESS STEEL ROD DRIVEN TO

REFUSAL AT A DEPTH OF 48.0 FT WITH AN NGS LOGO CAP RECESSED 0.5 FT BELOW

THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF FULTON ROAD, THE DATUM

POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 81.5 FT NORTHWEST OF WOODEN POWER POLE NUMBER 5049, 26.5 FT WEST

OF THE CENTERLINE OF FULTON ROAD, 9.8 FT SOUTH-SOUTHEAST OF THE SOUTH

GATEPOST FOR A 6.0 FT HIGH WOODEN FENCE GATE, 3.0 FT EAST OF A CHAIN LINK

FENCE AND 1.8 FT EAST OF A CARSONITE WITNESS POST.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.

SECTION 00 31 21 Page 6

DESIGNATION - 872 0219 A TIDAL

PID - DI0931

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

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

STAMPING: 0219 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - October 04, 2002

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20021004 GOOD FLDEP

STATION DESCRIPTION

THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF

JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 27 EAST.

TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE HIGHWAY

105 (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO WEST ON

STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 0.1 MI TO THE INTERSECTION OF NEW

BERLIN ROAD, TURN LEFT ON NEW BERLIN ROAD AND GO SOUTH FOR 1.0 MI TO THE

JUNCTION OF DAMES POINT ROAD ON THE RIGHT, TURN RIGHT ON DAMES POINT ROAD

AND GO SOUTHERLY FOR 0.65 MI TO THE JUNCTION OF A PAVED ROAD ON THE LEFT

LEADING TO DAMES POINT PARK, TURN LEFT ON THE PAVED ROAD AND GO SOUTHERLY

FOR 0.3 MI TO THE ENTRANCE TO DAMES POINT PARK, PASSING THROUGH THE

ENTRANCE, CONTINUE SOUTHERLY FOR 0.05 MI TO THE DEAD END AND THE MARK IN

THE EXTENDED CENTER OF THE ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL

AT A DEPTH OF 53.2 FT WITH AN NOS LOGO CAP FLUSH WITH THE GROUND AND ABOUT

LEVEL WITH DAMES POINT ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE

LEVEL OF THE NOS LOGO CAP.

LOCATED 142.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK

RESTROOM, 100.4 FT WEST OF THE EAST END OF THE GUARDRAIL, 74.0 FT EAST OF

THE WEST END OF THE GUARDRAIL AND 1.0 FT WEST OF THE GUARDRAIL.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.

SECTION 00 31 21 Page 7

Designation: USACE JHFO ARP

PID: BBGL18

Stamping: N/A Stability: Monuments of questionable or unknown reliability

Setting: Unspecified setting Description: Station is located in Jacksonville, Florida at the US Army Corps of Engineers District

Warehouse. Station is operated by the USACE Jacksonville District Hydrographic Survey Section. Station is located approximately 30 feet high at the top of an aluminum latter mounted to the NE corner of the district warehouse, 70' West of the NW corner of the USACE boat slip and 10' South of the chain link fence running the North side of the USACE property line.

SECTION 00 31 21 Page 8

DESIGNATION - 872 0215 TIDAL 2

PID - BC0274

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: TIDAL STATION DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: CULVERT HEADWALL

STAMPING: NO 2 1958

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 24, 2004

HISTORY - Date Condition Report By

HISTORY - 1958 MONUMENTED CGS

HISTORY - 20040624 GOOD FLDEP

STATION DESCRIPTION (2004)

THE MARK IS IN JACKSONVILLE, IN SEC. 55, T1S, R27E, TALLAHASSEE MERIDIAN.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN

STREET) AND HECKSCHER DRIVE (STATE ROAD 105) ONTHE NORTH SIDE OF

JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR 0.6 MI TO THE JUNCTION OF

SOMMERS ROAD ON THE RIGHT, TURN RIGHT ON SOMMERS ROAD AND GO SOUTH AND

EAST FOR 0.6 MI TO THE ENTRANCE TO THE U.S. NAVY FUEL DEPOT, CONTINUE EAST

ON SOMMERS ROAD FOR 0.5 MI TO THE JUNCTION OF FOURTH STREET ON THE RIGHT,

TURN RIGHT ON FOURTH STREET AND GO SOUTH FOR 0.2 MI TO THE MARK ON THE

LEFT, SET FLUSH IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL

OF A CULVERT UNDER A-ROAD, ABOUT LEVEL WITH FOURTH STREET.

LOCATED 73.0 FT NORTH OF SURVEY MARK OIL 3, 28.5 FT NORTH-NORTHEAST OF THE

CENTERLINE OF A-ROAD, 23.4 FT EAST OF THE CENTERLINE OF FOURTH STREET AND

1.0 FT WEST OF A CARSONITE WITNESS POST.

NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE OBTAINED AT

THE ENTRANCE GATE PRIOR TO ACCESS.

SECTION 00 31 21 Page 9

Designation: 872 0242 A

PID: BBBZ31

Stamping: 0242 A 1995 Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Description: Located in Jacksonville, FL (Duval Co.) at the U.S. Army Corps of Engineers District Warehouse Facility at 3077 Talleyrand Ave.

To reach from the intersection of Main St. (U.S. 17) and 21st St., go east on 21st St. 1.7 miles to Talleyrand Ave. Turn right and then make an immediate left into the USACE District Warehouse Facility.

Proceed east through gate to the east side of the warehouse at the St. Johns River and station location.

Station is located at the northeast corner of boat slip.

SECTION 00 31 21 Page 10

DESIGNATION: STJO 347

MARKER: STANDARD USACE BRONZE DISK

STAMPING: STJO 347

TO REACH FROM THE INTERSECTION OF McCORMICK ROAD (STATE ROAD 116) AND

MONUMENT ROAD IN JACKSONVILLE FLORIDA, HEAD NORTH ON MONUMENT ROAD FOR 1.3

MILES TO FORT CAROLINE ROAD. TURN RIGHT ONTO FORT CAROLINE ROAD AND HEAD

EAST FOR 0.2 MILE. TAKE THE FIRST LEFT, STAYING ON FORT CAROLINE ROAD.

CONTINUE ON FORT CAROLINE ROAD FOR 1.0 MILE, TO A CUL-DE-SAC.

MONUMENT IS SOUTH 45° EAST 41.5 FEET FROM THE APPARENT CENTER OF THE CUL-

DE-SAC, FROM SAID MONUMENT A FENCE CORNER BEARS SOUTH 17° WEST 31.5 FEET,

A WOODEN POWER POLE BEARS SOUTH 43° WEST 25.5 FEET, AND IS LOCATED 10.5

FEET SOUTHWESTERLY OF THE APPARENT CENTERLINE OF A DIRT ROAD. MONUMENT IS

A 3.5" DIAMETER BRONZE DISK SET IN A CONCRETE COLLAR.

SECTION 00 31 21 Page 11

DESIGNATION: 8 (TBM A)

MARKER: IRON PIPE WITH ALUM CAP

STAMPING: 8 LB4603

NO DESCRIPTIVE TEXT

SECTION 00 31 21 Page 12

DESIGNATION: 9 (TBM B)

MARKER: IRON PIPE WITH ALUM CAP

STAMPING: 9 LB4603

NO DESCRIPTIVE TEXT

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 stations shown in Figure 1 and Tables 1-4. 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 at Mayport (Ferry Depot) (NOAA Tide Station 8720220) for the Fulton (8720221), Mayport (Bar Pilots Dock 8720218) for Dames Point (8720219) and Southbank Riverwalk (8720226) stations, and a controlling tide station Fernandina Beach, FL (8720030) for the Mayport (Bar Pilot Dock 8720218) station. 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 were taken from NOAA’s Tide Station 8720226 (Southbank Riverwalk, FL).

These datums are based on a 24-month analysis from February 2015-January 2017 from a gauge on the St. Johns River, located at the south end of the Main Street Bridge. The elevations in Table 2 were taken from NOAA’s Tide Station 8720219 (Dames Point, FL). These datums are based on a 24-month analysis from January 2016-December 2017 from a gauge on the St. Johns River, less than 1 miles east of Blount Island. The elevations in Table 3 were taken from NOAA’s Tide Station 8720221 (Fulton, St. Johns River, FL). These datums are based on a -month analysis from October 1977-February 1978 from a gauge on the St. Johns River, which is roughly 1 mile west of the Buck Island disposal area. The elevations in Table 4 were taken from NOAA’s Tide Station 8720218 (Mayport (Bar Pilots Dock), FL). These datums are based on a 16-year analysis from January 2001 to December 2010, January 2012 to December 2014, and January 2016 to December 2018 from a gauge on the St. Johns River, which is roughly 2 miles west of the Mayport Entrance Channel.

Figure 1. NOAA Tide Stations in the Vicinity of the Project Area https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

SECTION 00 33 50 Page 2

Table 1. Datums from NOAA Station 8720226 (Southbank Riverwalk, FL)

Location: 30° 19.2 N, 81° 39.5 W Analysis Period: Feb. 2015-Jan. 2017

Datum Elevation (ft-MLLW)

Highest Observed Water Level (09/11/2017) 6.84

Mean Higher-High Water (MHHW) 1.95

Mean High Water (MHW) 1.89

North American Vertical Datum of 1988 (NAVD) 1.30

Mean Tide Level (MTL) 1.00

Mean Sea Level (MSL) 1.06

Mean Low Water (MLW) 0.10

Mean Lower-Low Water (MLLW) 0.00

Lowest Observed Water Level (04/14/2004) -1.78

Table 2. Datums from NOAA Station 8720219 (Dames Point, FL)

Location: 30° 23.2 N, 81° 33.5 W Analysis Period: Jan. 2016-Dec. 2017

Datum Elevation (ft-MLLW)

Highest Observed Water Level (09/11/2017) 7.33

Mean Higher-High Water (MHHW) 3.66

Mean High Water (MHW) 3.50

North American Vertical Datum of 1988 (NAVD) 2.24

Mean Tide Level (MTL) 1.80

Mean Sea Level (MSL) 1.86

Mean Low Water (MLW) 0.11

Lowest Observed Water Level (02/08/2020) -1.79

SECTION 00 33 50 Page 3

Table 3. Datums from NOAA Station 8720221 (Fulton, St. Johns River, FL)

Location: 30° 23.4 N, 81° 30.4 W Analysis Period: Oct. 1977-Feb. 1978

Datum Elevation (ft-MLLW)

Highest Observed Water Level NA

Mean Higher-High Water (MHHW) 3.91

Mean High Water (MHW) 3.71

North American Vertical Datum of 1988 (NAVD) 2.36

Mean Tide Level (MTL) 1.90

Mean Sea Level (MSL) 1.93

Mean Low Water (MLW) 0.10

Lowest Observed Water Level NA

Table 4. Datums from NOAA Station 8720218 Mayport (Bar Pilots Dock), FL

Location: 30° 23.9 N, 81° 25.7 W Analysis Period: Jan. 2001-Dec 2010, Jan. 2012 to Dec 2014, and Jan. 2016-Dec. 2018

Datum Elevation (ft-MLLW)

Highest Observed Water Level (10/7/2016) 8.16

Mean Higher-High Water (MHHW) 4.95

Mean High Water (MHW) 4.69

North American Vertical Datum of 1988 (NAVD) 2.99

Mean Tide Level (MTL) 2.42

Mean Sea Level (MSL) 2.47

Mean Low Water (MLW) 0.15

Lowest Observed Water Level (3/8/2008) -2.55

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 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.

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

SECTION 00 33 50 Page 4

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.

i. 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.

ii. 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 ST63407 is located in roughly 15.0 meters (49.2 feet) of water relative to the Mean Sea Level (MSL) datum at 30° 25.2' N, 81° 15.0' W. This station is located approximately 9 miles east of the mouth of the St. Johns River. Available data includes a hindcast time series of wave height, wave spread, wave period, wave and wind direction, and wind speed at 1-hour intervals for the 41-year period of January 1980 - January 2021. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: https://wisportal.erdc.dren.mil/.

iii. 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. Data relevant to Florida projects are found at the following website:

https://www.ndbc.noaa.gov/.

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.

i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://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 and 15- to 30-year climate normals.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006- 2020. NOAA’s Jacksonville Craig Municipal Airport, FL (ID USW00053860) is closest to the project area and lies roughly 3 miles south of Blount Island at 30° 20.2' N, 81° 30.9' W. The most applicable period for data at this site is likely 1991-2020 and is found at the following website:

https://www.ncei.noaa.gov/maps/normals/.

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html https://wisportal.erdc.dren.mil/ https://www.ndbc.noaa.gov/ https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- 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, Geotechnical Data Report for Jacksonville Harbor Maintenance Dredging, 47-Foot & 40-Foot Project, Duval County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work consists of maintenance dredging in the Jacksonville Harbor channel. The contract is split between a Base and two Options. The contract Base element consists of maintenance dredging between portions of Cut-42 and Turning Basin. Option A includes portions of Cut-17 through Cut-42. Option B includes portions of Cut-52 through the Lower Terminal Channel. Base and Option A work will be disposed of in the Ocean Dredge Material Disposal Site (ODMDS), while Option B will be disposed into Bartram Island Cell F. Work also includes turbidity monitoring, endangered species observers (hopper dredges only), sea turtle trawl-sweeping (hopper dredges only), and marine animal observers (clamshell dredges only).

1.2.2 Location

The project is located in Duval County on the northeast coast of Florida in the St. Johns River.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

SECTION 01 11 00 Page 2

CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 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 ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 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.

1.5.4 Maritime Traffic

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.

1.5.5 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. 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, promptly move said plant 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.

1.5.6 Hydrographic Surveys

Hydrographic surveys are provided on the eHydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d Survey numbers are indicated on the drawings.

SECTION 01 11 00 Page 3

1.6 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.

1.6.1 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. Calibrate all projects constructed and maintained to a tidal datum to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 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.

1.6.3 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.

1.7 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

SECTION 01 11 00 Page 4 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, repair damage to all work (including temporary construction), utilities, materials, equipment and plant to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 EXISTING WORK

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

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 5

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 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Items 0003, 0009 and 0013)

1.4.3 Endangered Species Observers (Hopper Dredges Only, Line Items

0004, 0010 and 0014)

1.4.4 Marine Animal Observers (Mechanical Dredging Only, Line Items

0005, 0011 and 0015)

1.4.5 Bird Monitoring (Line Item 0016)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0008 and 0012)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Standby Time (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Disposal Area Pumpout (Line Item 0017)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 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 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 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 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.3 SUBMITTALS

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

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

SECTION 01 22 00 Page 2 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values; G, RO

SD-07 Certificates

Request for Progress Payment; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit JOB and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, will be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will 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 Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. 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, 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. In addition to mobilization of the Contractor's plant and associated equipment, this item covers minor preparation of disposal sites including, but not limited to minor repair of dike surfaces, access roadways, and ramp surfaces in the work area, only deemed necessary to perform work on this project. Costs associated with the establishment of initial project management and coordination are also included in this line item. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Items 0003, 0009 and 0013)

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.

1.4.3 Endangered Species Observers (Hopper Dredges Only, Line Items 0004, 0010 and 0014)

Payment will be made for costs associated with or incidental to endangered

SECTION 01 22 00 Page 3 species observers required with the use of a hopper dredge. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Marine Animal Observers (Mechanical Dredging Only, Line Items 0005, 0011 and 0015)

Payment will be made for costs associated with or incidental to marine animal observers required when mechanical dredging. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.4.5 Bird Monitoring (Line Item 0016)

Payment will be made for costs associated with or incidental to bird monitoring which includes nesting surveys throughout the nesting season and during construction as indicated in 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 will 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 Excavation, Unclassified (Line Items 0002, 0008 and 0012)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; and debris removal. 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.

c. Hydrographic surveys for final measurement and payment and for channel clearance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected

SECTION 01 22 00 Page 4 by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place. The volume computed will be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 2 weeks after the work specified in each acceptance section has been completed. Give 10 days advance notice, in writing, to the Contracting Officer of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity will include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23

DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Standby Time (Line Item 0006)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when, at the direction of the Contracting Officer, the dredge is put out of operation for reasons outside the requirements in the contract.

1.5.2.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each hour, or part thereof, that the plant is not in operation.

1.5.2.3 Unit of Measure

Hour.

1.5.3 Partnering Regroup (Line Item 0007)

1.5.3.1 Payment

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

1.5.3.2 Measurement

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

SECTION 01 22 00 Page 5 regroup meeting and Government receipt of all completed work products.

1.5.3.3 Unit of Measure

Each.

1.5.4 Disposal Area Pumpout (Line Item 0017)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to pumping out the disposal area to protect existing bird nests from flooding. This price will include all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required to pump out the disposal area as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.4.2 Measurement

Disposal area pumpout will be measured for payment based upon the duration of performance on a daily basis. A day of pumping is defined as 24 hours of continuous pumping. One (1) day for pump mobilization, pipeline installation, and startup will be afforded if this line item is enacted.

The Contractor will conduct the disposal area pumpout as described in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.4.3 Unit of Measure

Day.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to REQUREST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Professional Land Surveyor report and supporting data.

e. QA/QC deficiency tracking list.

SECTION 01 22 00 Page 6

f. Environmental reports.

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

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

1.4 VIEW LOCATION MAP

1.5 PROGRESS AND COMPLETION PICTURES

1.6 PROJECT MEETINGS

1.7 PROJECT MEETINGS FORMAT

1.8 PRECONSTRUCTION CONFERENCE

1.8.1 Preconstruction Conference Minutes and Phone

1.8.2 Preconstruction Conference Submittals

1.8.2.1 Other Division 01 Submittals

1.8.2.2 Divisions 02 through 48 Submittals

1.8.3 Joint Risk Register

1.8.4 List of Subcontractors

1.9 PARTNERING

1.9.1 Initial Partnering Meeting

1.9.1.1 Contractor Responsibility

1.9.1.2 Tasks and Deliverables

1.9.2 Partnering Regroups

1.9.2.1 Contractor Responsibility (Regroups)

1.9.2.2 Tasks and Deliverables

1.9.3 Cancellation of Partnering Meeting or Regroup

1.10 NOTICE TO PROCEED

1.11 COORDINATION MEETING

1.12 PROGRESS MEETINGS

1.12.1 Progress Meeting Participants

1.13 CONTRACTOR PERFORMANCE EVALUATIONS

1.13.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

3.5 MINIMUM INSURANCE REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget.

Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 05

DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

View Location Map; G, RO

Progress And Completion Pictures

SD-07 Certificates

Partnering Meeting(s) Written Synopsis; G, RO

Signature Authority

Drug-Free Work Place Record

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM).

SECTION 01 30 00 Page 3

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

Active dredging near the project site may impact Contractor work.

Separate contracts are underway for U.S Naval Station Mayport and Marine Corps Support Facility - Blount Island in which each contractor is using the same ODMDS and disposal sites. Coordinate activities to avoid impact to the adjacent contractors and prevent problems from the adjacent contracts.

1.4 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide digital photographs weekly, in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs (including at least 10 aerial) each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

Comply with all applicable aspects of USACE Aviation Policy Letter 20-06 for the collection of aerial data by Small Unmanned Aircraft Systems (SUAS). Further, comply with location specific requirements for SUAS operations within the confines of critical infrastructure or DoD facility. Coordinate any activity associated with USACE Aviation Policy Letter 20-06 through the Local Trusted Agent to ensure proper procedures and reporting to USACE HQ Aviation.

1.6 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

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

Project meetings are described in detail in subparts below.

1.7 PROJECT MEETINGS FORMAT

All project meetings will occur face-to-face or virtually, the default format will be face-to-face. The Contracting Officer will approve or request virtual meeting when a face-to-face meeting format can not be used. Meetings at Contractor's facility will have systems capabilities

SECTION 01 30 00 Page 4 for both audio and video. The audio and video system must provide for full coverage of the conference room.

1.8 PRECONSTRUCTION CONFERENCE

Contracting…