20B0003Volume2Specs_RTA.pdf

W912EP20B0003

Jacksonville District

Port Everglades, South Jetty Rehabilitation 2020

Broward County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Port Everglades, South Jetty Rehabilitation 2020

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 54 50 MARINE PLANT AND EQUIPMENT

01 55 10 CLEARING AND GRUBBING FOR ACCESS AND STAGING AREAS

01 57 20 ENVIRONMENTAL PROTECTION

01 71 23 FIELD SURVEYING AND ENGINEERING

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

35 31 19 ARMOR STONE FOR JETTY REPAIR

-- 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

SECTION 00 31 21 Page 2

DESIGNATION - SOUTH JETTY

PID - AD2441

STATE/COUNTY- FL/BROWARD

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: S JETTY 1938

MARK LOGO: USE

PROJECTION: FLUSH

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

SURFACE MOTION

STATION DESCRIPTION BY US ENGINEERS 1955 (IRR)

THIS SECOND-ORDER STATION IS LOCATED ON THE S SHORE OF THE ENTRANCE

FROM THE ATLANTIC OCEAN TO PORT EVERGLADES, ON THE OCEAN FRONT, 3.1

FT. W OF A STEEL BULKHEAD, AND ON LINE WITH THE CENTER OF THE ROCK

JETTY. THE STATION IS A STANDARD HARBOR-SURVEY DISK, STAMPED S JETTY

1938 AND SET IN A 12-IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 IN.

ABOVE GROUND.

TO REACH FROM PORT EVERGLADES, GO BY BOAT TO THE S JETTY AT THE INLET

AND THE STATION SITE. STATION ALSO MAY BE REACHED BY TRAVELING FROM

DANIA TO THE OCEAN BEACH VIA STATE ROAD A1A, THENCE N ALONG THE BEACH

FOR ABOUT 2.5 MI. TO THE INLET.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH)

RECOVERED AND FOUND IN GOOD CONDITION. A TRAVERSE CONNECTION WAS MADE

TO TRIANGULATION STATION USN NORTH RANGE 1955 AND THE DISTANCE IS

17.97 FT. A TRAVERSE CONNECTION WAS ALSO MADE TO TRIANGULATION

STATION USN NORTH RANGE 1955 RM 1 AND THE DISTANCE IS 71.42 FEET.

DUE TO CHANGES A COMPLETE NEW RECOVERY NOTE FOLLOWS.

STATION IS LOCATED ABOUT 2.5 MI NORTHEAST OF THE FORT LAUDERDALE

HOLLYWOOD INTERNATIONAL AIRPORT, 2.5 MI SOUTHEAST OF CENTER OF FORT

LAUDERDALE, 0.5 MI SOUTHEAST OF PORT EVERGLADES AND IN A FENCED NAVY

INSTALLATION ON THE SOUTH SIDE OF PORT EVERGLADES INLET.

TO REACH THE STATION FROM THE INTERCHANGE OF THE FLORDIA SUNSHINE

PARKWAY AND STATE HIGHWAY 84, GO EAST ON STATE HIGHWAY 84 (SW 24TH

STREET) FOR 4.8 MI TO THE JUNCTION OF U.S. HIGHWAY 1 (SE 6TH STREET).

TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 1 (SE 6TH STREET) FOR 2.8 MI

TO THE JUNCTION OF U.S. HIGHWAY A1A IN DANIA. TURN LEFT AND GO EAST

ON U.S. HIGHWAY A1A FOR 2.0 MI TO THE NORTHWEST CORNER OF THE LOOP ON

U.S. HIGHWAY A1A. TURN RIGHT AND GO NORTH ON NORTH OCEAN DRIVE FOR

1.9 MI TO END OF SURFACED ROAD. CONTINUE NORTH ON NORTH OCEAN DRIVE (A

SAND ROAD) FOR 0.6 MI TO FENCE AND AN EAST-WEST ROAD. TURN RIGHT AND

GO EAST 0.05 MI TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH FOR 75 FT

SECTION 00 31 21 Page 3

TO A GUARD HOUSE. CONTINUE NORTH FOR 100 FT, THEN EAST 200 FT TO

BUILDING NUMBER 40 AND THE STATION AS DESCRIBED.

STATION MARK, A STANDARD HARBOR SURVEY DISK STAMPED S JETTY 1938, IS

SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE

GROUND. IT IS 43 FT SOUTH OF THE NORTH EDGE OF CONCRETE RETAINING

WALL OF PORT EVERGLADES INLET, 37 FT EAST OF THE NORTHEAST CORNER OF

BUILDING NUMBER 40 AND 1 FOOT WEST OF A 7 FOOT HIGH WIRE FENCE.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970

4.6 MI NE FROM DANIA. ABOUT 2.0 MI EAST ALONG STATE HIGHWAY A1A FROM

THE JUNCTION OF U.S. HIGHWAY 1 AT DANIA, THENCE 2.6 MI NORTH ALONG A

BLACK TOPPED ROAD, AT THE NAVY ORDNANCE LABORATORY TEST FACILITY, ON

THE SOUTH SIDE OF THE PORT EVERGLADES INLET, 82 FEET NORTHEAST OF THE

NORTHEAST LEG OF A LOOKOUT TOWER, 38.8 FT SOUTH OF THE SOUTH FACE OF A

SEAWALL, 37 FT EAST OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING,

18 FT EAST OF NORTH RANGE TRIANGULATION STATION DESCRIBED AND SET IN

THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE

GROUND.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)

RECOVERED IN GOOD CONDITION. THE NAVY HAS FACILITIES AT THIS SITE NOW

AND THE STATION MARK IS AT THE EASTERN BOUNDARY FENCE AND NEAR THE

NORTHEAST CORNER OF THE COMPOUND.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NCA)

STATION WAS RECOVERED AS DESCRIBED IN THE 1970 DESCRIPTION. STATE

HIGHWAY A1A IS CALLED A U.S. HIGHWAY IN THE 1970 DESCRIPTION.

STATION RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980

S. JETTY USE RECOVERED EXCELLENT - HARD TO OCCUPY DUE TO FORCE.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)

STATION RECOVERED AS DESCRIBED IN 1970 RECOVERY NOTE BY CLH. STATION

IS NOT IN DANGER OF CONSTRUCTION OF ADDITION TO BUILDING NUMBER 40.

AT THIS VISIT, USN NORTH RANGE 2 WAS ESTABLISHED AND TIE TO.

STATION RECOVERY NOTE BY FLORIDA DOT 2004 (RP)

RECOVERED AS DESCRIBED

SECTION 00 31 21 Page 4

DESIGNATION: CP100

MARKER: P/K NAIL

NO DESCRIPTIVE TEXT AVAILABLE.

SECTION 00 31 21 Page 5

Designation: USN NORTH RANGE NO. 5

PID: CS4034

Stamping: USN NORTH RANGE NO. 5 1981 1985 Setting: Set in top of concrete monument

Description: To reach from the intersection of US-1 and A1A N (E Dania Beach Blvd) in Fort Lauderdale, go east on A1A 2.0 miles to loop in road. Continue around loop and proceed north on N Ocean Dr 0.35 miles to entrance to John U Lloyd State Park. Continue north thru park for 2.25 miles to entrance to Naval Facility NAVSEA Warfare Center. Pass through gate and bear right to station location. Station is located 13 ft west of concrete slab, 32 ft south of asphalt road, and 39.4 ft NE of antenna tower.

SECTION 00 31 21 Page 6

DESIGNATION - USN NORTH RANGE 2

PID - AD5720

STATE/COUNTY- FL/BROWARD

MARKER: TRIANGULATION STATION DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: USN NORTH RANGE 2 1981

MARK LOGO: NGS

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: OTHER; SEE DESCRIPTION

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

SURFACE MOTION

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1981 (CLN)

THE STATION IS IN FENCED IN NAVY INSTALLATION AT NORTH END OF JOHN U.

LLOYD STATE PARK AND ON THE SOUTH SIDE OF PORT EVERGLADE INLET.

THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE FORT

LAUDERDALE HOLLYWOOD INTERNATIONAL AIRPORT, 2-1/2 MILES SOUTHEAST OF

THE CENTER OF FORT LAUDERDALE, 1/2 MILE SOUTHEAST OF PORT EVERGLADES,

AT JOHN U LLOYD STATE PARK AND IN A FENCED NAVY INSTALLATION ON THE

SOUTH SIDE OF PORT EVERGLADE INLET. NOTICE--CONTACT NAVY FORT

LAUDERDALE 305-764-6289 SECURITY OFFICER FOR PASS TO SITE.

TO REACH THE STATION FROM THE INTERCHANGE OF THE FLORIDA SUNSHINE

PARKWAY AND STATE HIGHWAY 84 (EXIT NUMBER 3) WHICH IS LOCATED AT THE

WEST EDGE OF FORT LAUDERDALE, GO EAST ON STATE HIGHWAY 84 (SOUTHWEST

24TH STREET) FOR 4.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 1

(SOUTHEAST 6TH STREET). TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 1

(SOUTHEAST 6TH STREET) FOR 2.75 MILE TO DANIA BEACH BOULEVARD. TURN

LEFT AND GO EAST ON DANIA BEACH BOULEVARD FOR 1.95 MILES TO THE

NORTHWEST CORNER OF THE LOOP. TURN RIGHT AND GO NORTH FOR 0.35 MILE

TO THE ENTRANCE TO JOHN LLOYD STATE PARK. CONTINUE NORTH THROUGH PARK

OR 2.25 MILES TO ENTRANCE TO NAVY FACILITY AT GUARD GATE. PASS

THROUGH GATE AND GO NORTH AND EAST FOR 0.05 MILE TO OBSERVATION TOWER

AND STATION AS DESCRIBED.

THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED ---USN

NORTH RANGE 2 1981--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12

INCHES IN DIAMETER RECESSED 1 INCH BELOW THE GROUND LOCATED 111.5 FT S

FROM THE SOUTHEAST LEG OF OBSERVATION TOWER, 146.0 FT NE FROM THE

NORTHEAST CORNER OF BLDG NO. 76, 247.0 FT ENE FROM THE NORTHEAST

CORNER OF GUARD BUILDING, AND 35.5 FEET W FROM A 7-FOOT WIRE FENCE ON

EAST SIDE OF COMPOUND.

THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK

STAMPED ---USN NORTH RANGE 2 1981--- SET INTO AN IRREGULAR MASS OF

CONCRETE 2.5 FT BELOW THE SURFACE.

SECTION 00 31 21 Page 7

REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED “USN NORTH RANGE 2

NO 2 1981” SET IN THE NW CORNER OF A 5 X 5 FOOT SQUARE CONCRETE SLAB

THAT IS THE FOUNDATION FOR A TESTING STRUCTURE. IT IS LOCATED 111.0

FEET WSW FROM THE NE CORNER OF BUILDING NO. 76, 44.0 FEET W FROM THE

7-FOOT HIGH FENCE, AND 1.8 FEET E FROM A MWP.

REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK

STAMPED ---USN NORTH RANGE 2 NO 3 1981--- SET IN THE SOUTHEAST CORNER

OF A 12 X 24 FOOT CONCRETE SLAB FLUSH WITH PARKING LOT LOCATED 50.0

FEET SW FROM THE CENTER OF SOUTHEAST LEG OF OBSERVATION TOWER, 44.0

FEET S FROM THE CENTER OF SOUTHWEST LEG OF OBSERVATION TOWER, AND 61.0

FEET W FROM 7-FOOT HIGH FENCE.

TRIANGULATION STATION S JETTY 1938 IS A US HARBOR SURVEY DISK SET INTO

THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES ON SIDE FLUSH WITH THE

GROUND 43.0 FEET SOUTH OF THE NORTH EDGE OF CONCRETE RETAINING WALL

37.0 FEET EAST OF THE NORTHEAST CORNER OF BUILDING NUMBER 40, AND 1.0

FOOT WEST OF A 7.0-FOOT HIGH WIRE FENCE.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981

4.6 MI NE FROM DANIA. 1.95 MI EAST ALONG DANIA BEACH BOULEVARD FROM

ITS JUNCTION WITH U.S. HIGHWAY 1 (SOUTHEAST 6TH STREET) IN DANIA,

THENCE 0.35 MI NORTH ALONG SURFACED ROAD FROM THE NORTHWEST CORNER OF

THE LOOP, THENCE CONTINUE NORTH FROM THE ENTRANCE TO JOHN U. LLOYD

STATE PARK GUARD GATE FOR 2.25 MI NORTH FOLLOWING MAIN SURFACED ROAD

TO ENTRANCE GUARD GATE TO NAVY FACILITY, THENCE NORTH AND EAST ON

DRIVEWAY, 247.0 FT EAST-NORTHEAST OF THE NORTHEAST CORNER OF GUARD

BUILDING, 146.0 FTNORTHEAST OF THE NORTHEAST CORNER OF BUILDING NUMBER

76, 111.5 FT SOUTH OF THE SOUTHEAST LEG OF OBSERVATION TOWER, AND 35.5

FT WEST OF A 7-FOOT HIGHWIRE FENCE. THE MARK IS 84 FT N FROM A

WITNESS POST.

STATION RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (SB)

USN NORTH RANGE 2 1981 RECOVERED GOOD.

USN NORTH RANGE 2 NO 1 1981 RECOVERED GOOD.

USN NORTH RANGE 2 NO 2 1981 RECOVERED GOOD.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (EP)

STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD

CONDITION. REFERENCE MARK 2 WAS FOUND DESTROYED. REFERENCE MARK 5

WAS ESTABLISHED AND DNR R86 B.C. WAS USED FOR REFERENCE MARK 4. THE

DISTANCES WERE MEASURED. TO REFERENCE MARKS 3, 4 AND 5. DUE TO A

LARGE SPUR JACK, THE STATION COULD NOT BE OCCUPIED. THE AREA IS UNDER

GOING CHANGES AT THIS TIME AND S JETTY USE 1938 WAS NOT VISIBLE. THE

DISTANCE CHECKED TO REFERENCE MARK 3. AN UP DATE RECOVERY NOTE

FOLLOWS. THE STATION, IN FENCED IN NAVY INSTALLATION AT NORTH END OF

SECTION 00 31 21 Page 8

JOHN U. LLOYD STATE PARK AND ON THE SOUTH SIDE OF PORT EVERGLADE

INLET. THE STATION IS LOCATED ABOUT 2.5 MI NORTHEAST OF THE FORT

LAUDERDALE HOLLYWOOD INTERNATIONAL AIRPORT, 2.5 MI SOUTHEAST OF THE

CENTER OF FORT LAUDERDALE, 1/2 MILE SOUTHEAST OF PORT EVERGLADES, AT

JOHN U LLOYD STATE PARK AND IN A FENCED NAVY INSTALLATION ON THE SOUTH

SIDE OF PORT EVERGLADE INLET. NOTICE, CONTACT NAVY FORT LAUDERDALE

305-764-6289 SECURITY OFFICER FOR PASS TO SITE.

TO REACH THE STATION FROM THE INTERCHANGE OF THE FLORIDA SUNSHINE

PARKWAY AND STATE HIGHWAY 84 WHICH IS LOCATED AT THE WEST EDGE OF FORT

LAUDERDALE, GO EAST ON STATE HIGHWAY 84 (SOUTHWEST 24TH STREET) FOR

4.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 1 (SE 6TH ST). TURN RIGHT

AND GO SOUTH ON U.S. HIGHWAY 1 (SE 6TH ST) FOR 2.75 MILE TO DANIA

BEACH BOULEVARD. TURN LEFT AND GO EAST ON DANIA BEACH BOULEVARD FOR

1.95 MI TO THE NORTHWEST CORNER OF THE LOOP. TURN RIGHT AND GO NORTH

FOR 0.35 MI TO THE ENTRANCE TO JOHN LLOYD STATE PARK. CONTINUE NORTH

THROUGH PARK FOR 2.25 MI TO ENTRANCE TO NAVY FACILITY AT GUARD GATE.

PASS THROUGH GATE AND GO NORTH AND EAST FOR 0.05 MI TO OBSERVATION

TOWER AND STATION AS DESCRIBED.

THE STATION IS A STANDARD NGS DISK STAMPED--USN NORTH RANGE 2 1981--,

SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 IN DIAMETER RECESSED

3 INCHES BELOW THE GROUND. STATION IS LOCATED, 31.50 FT WEST OF THE

WEST EDGE OF BOARD WALK, 46.00 FT SOUTHEAST OF THE CYCLONE FENCE

AROUND RADAR COMPOUND, 119.49 FT SOUTH-SOUTHEAST OF THE CORNER OF

CYCLONE FENCE, 2.99 FT SOUTHWEST OF A WITNESS POST AND 2.00 FT

NORTHWEST OF A WITNESS POST. REFERENCE MARK 3 IS A STANDARD NGS DISK

STAMPED--USN NORTH RANGE 2 NO 3 1981--, CEMENTED IN A DRILL HOLE IN

CONCRETE SLAB INSIDE RADAR COMPOUND. REFERENCE MARK NO 3, IS LOCATED

50.00 FT SOUTHWEST OF THE CENTER OF THE SOUTHEAST LEG OF TOWER, 44.00

FT SOUTH OF THE CENTER OF THE SOUTHWEST LEG OF TOWER. REFERENCE MARK 5

IS A STANDARD NGS DISK STAMPED,--USN NORTH RANGE 2 NO 5 1981 1985--,

SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 IN IN DIAMETER, FLUSH

WITH GROUND. REFERENCE MARK IS LOCATED, 79.00 FT WEST OF THE WEST

EDGE OF BOARD WALK, 1.51 FT SOUTHEAST OF CYCLONE FENCE. 118.50 FT

NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WHITE BUILDING AND 1.31

FT SOUTHEAST OF WITNESS POST. REFERENCE MARK 4 IS A STANDARD FLORIDA

DNR DISK STAMPED,--R 86 BROWARD COUNTY 1974--, SET INTO THE TOP OF A

SQUARE CONCRETE MONUMENT 4 IN IN ON SIDE, PROJECTING 2 INCHES.

REFERENCE MARK NO 4, IS LOCATED 45.01 FT WEST OF THE SHORE LINE, 23.00

FT SOUTHEAST OF A CYCLONE FENCE AROUND COMPOUND AND 1.51 FT NORTHEAST

OF A WITNESS POST.

STATION RECOVERY NOTE BY US POWER SQUADRON 1995

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 9

DESIGNATION - USN NORTH RANGE RM 1

PID - AD6995

STATE/COUNTY- FL/BROWARD

MARKER: REFERENCE MARK DISK

STAMPING: USN NORTH RANGE NO 1 1955 1970

MARK LOGO: NONE

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1970 (CLH)

STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE FORT LAUDERDALE

HOLLYWOOD INTERNATIONAL AIRPORT, 2-1/2 MILES SOUTHEAST OF CENTER OF

FORT LAUDERDALE, 1/2 MILE SOUTHEAST OF PORT EVERGLADES AND IN A FENCED

NAVY INSTALLATION ON THE SOUTH SIDE OF PORT EVERGLADES INLET.

TO REACH THE STATION FROM THE INTERCHANGE OF THE FLORIDA SUNSHINE

PARKWAY AND STATE HIGHWAY 84 (EXIT NUMBER 3), WHICH IS LOCATED AT THE

WEST EDGE OF FORT LAUDERDALE, GO EAST ON STATE HIGHWAY 84 (SOUTHWEST

24TH STREET) FOR 4.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 1

(SOUTHEAST 6TH STREET). TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 1

(SOUTHEAST 6TH STREET) FOR 2.8 MILES TO THE JUNCTION OF U.S. HIGHWAY

A1A IN DANIA. TURN LEFT AND GO EAST ON U.S. HIGHWAY A1A FOR 2.0 MILES

TO THE NORTHWEST CORNER OF THE LOOP ON U.S. HIGHWAY A1A. TURN RIGHT

AND GO NORTH ON NORTH OCEAN DRIVE FOR 1.9 MILES TO END OF SURFACED

ROAD. CONTINUE NORTH ON NORTH OCEAN DRIVE (A SAND ROAD) FOR 0.6 MILE

TO FENCE AND AN EAST-WEST ROAD. TURN RIGHT AND GO EAST 0.05 MILE TO A

SIDE ROAD LEFT. TURN LEFT AND GO NORTH FOR 75 FEET TO A GUARD HOUSE.

CONTINUE NORTH FOR 100 FEET, THEN EAST 200 FEET TO BUILDING NUMBER 40

AND STATION AS DESCRIBED.

STATION MARK, STAMPED USN NORTH RANGE 1955 NO 1 1970, A STANDARD

REFERENCE DISK CEMENTED IN A DRILL HOLE IN CONCRETE RETAINING WALL OF

PORT EVERGLADES INLET. IT IS 45.2 FEET NORTHWEST OF THE NORTHEAST

CORNER OF BUILDING NUMBER 40, 41 FEET NORTHEAST OF THE NORTHWEST

CORNER OF THE BUILDING NUMBER 40 AND 3 FEET SOUTH OF NORTH EDGE OF

RETAINING WALL.

STATION USN NORTH RANGE, A STANDARD DISK STAMPED USN NORTH RANGE 1955,

IS SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE

GROUND. IT IS 76.5 FEET NORTH OF THE NORTHEAST LEG OF OBSERVATION

TOWER, 42.5 FEET SOUTH OF THE NORTH EDGE OF RETAINING WALL, 19 FEET

EAST OF THE NORTHEAST CORNER OF BUILDING NUMBER 40 AND 19 FEET WEST OF

A 7 FOOT WIRE FENCE.

STATION SOUTH JETTY (USE), A STANDARD HARBOR SURVEY DISK STAMPED S

JETTY 1938, IS SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE

SURFACE OF THE GROUND. IT IS 43 FEET SOUTH OF THE NORTH EDGE OF

RETAINING WALL, 37 FEET EAST OF THE NORTHEAST CORNER OF BUILDING

NUMBER 40 AND 1 FOOT WEST OF THE 7 FOOT WIRE FENCE.

SECTION 00 31 21 Page 10

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NCA)

ALL MARKS WERE FOUND IN GOOD CONDITION AND THE STATION WAS RECOVERED

AS DESCRIBED. STATE HIGHWAY A1A IS CALLED A U.S. HIGHWAY IN THE

ORIGINAL DESCRIPTION.

STATION RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 (MS)

USN NORTH RANGE RM 1 1955 1970 - EXCELLENT

STA USN NORTH RANGE ALSO RECOVERED AS DESCRIBED.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)

STATION WAS RECOVERED AS DESCRIBED IN 1970 RECOVERY NOTE BY CLH. THE

STATION IS IN NO DANGER OF BEING DESTROYED. MARK RECOVERED IN GOOD

CONDITION.

STATION RECOVERY NOTE BY GEOCACHING 2019 (JDS)

RECOVERED IN GOOD CONDITION. MARK LOCATED IN A FENCED IN AREA OF A

GOVERNMENT COMPLEX.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized 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 also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables.

All datum elevations in these tables are referred to mean lower low water (MLLW). This project includes operations and maintenance dredging within Port Everglades. The datums in Table 1 are taken from tide station 8722951 (PORT EVERGLADES, LAKE MABEL, FL) and are based on a control station in Miami Beach, FL. This station is located within the project area. The tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) and are applicable within the project vicinity. Additional information on these and other nearby tide stations is available at this NOAA website:

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

Table 1: Tidal Datum Information for Station 8722951 (PORT EVERGLADES, LAKE

MABEL, FL)

Mean Higher High Water (MHHW) = 2.81 Feet Mean High Water (MHW) = 2.69 Feet NAVD88 = 2.25 Feet Mean Sea Level (MSL) = 1.43 Feet Mean Tide Level (MTL) = 1.43 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

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

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

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry, VA to Key West, FL.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida http://tidesandcurrents.noaa.gov/

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2 nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

http://nauticalcharts.noaa.gov/ .

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. WIS Station 63467 is located offshore, approximately 12 miles east of the project area. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 262 meters (860 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website:

http://wis.usace.army.mil/ .

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

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year.

The climate of the area is subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

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

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Fort Lauderdale International Airport, FL Station is the closest NOAA rain gage in proximity to the project location. A summary of monthly normals is provided over the period of record from 1981 through 2010. This station is located at latitude 26.07875° N, longitude -80.16217° W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals .

http://nauticalcharts.noaa.gov/ http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Adverse Weather

1.2.2 Unusually Severe Weather

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Performed by Others

1.4 SUBMITTALS

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 Surveys

1.7.4 Contractor Investigation

1.7.5 Maritime Traffic

1.7.6 Obstruction of Channel

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

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 EXISTING WORK

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

1.13.1 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

1.2.1 Adverse Weather

"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.

1.2.2 Unusually Severe Weather

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

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Work consists of repairs to restore the South Jetty at Port Everglades to its original profile and cross section. Repairs will require substantial moving and manipulation of both new and existing stones to obtain the required interlocking within the tolerances provided. The originally constructed South Jetty is approximately 1,050 feet in length with a variable height between approximately +6.2 and +11.2 feet above Mean Lower Low Water (MLLW). The crest width is 12 feet and the north and south slopes of the structure slope at 1V:2H. The Contractor may utilize land-based methods or water-based methods to complete the work; however, from March 1 to November 11 all work shall be conducted from the water during daylight hours with no work, access, or staging conducted on the beach.

There is an existing concrete walkway running the length of the jetty along its crest. This walkway is not a part of the federal structure and the Contractor will not be responsible for any damage to it as a result of completing the work required in this contract. All required work is located on the side slopes of the jetty as the crest of the structure

SECTION 01 11 00 Page 2 beneath the existing concrete walkway is already at design elevation. As such, the Contractor will not be responsible for achieving design grade along the crest of the structure (i.e. under the concrete walkway).

Manipulation of stone near or partially along the crest may be necessary while completing the required work along the side slopes. The Contractor may remove sections of the walkway or leave it in its current condition and if necessary remove damaged pieces as work progresses. Any sections removed, or areas damaged such that they need to be removed, shall be transported and properly disposed of off-site at the Contractor's expense.

Prior to work on the jetty, a pre-construction benthic community survey shall be performed on the jetty structure and any adjacent submerged areas that may be impacted by the Contractor's operations. Any coral relocations required as a result of the benthic survey shall be completed prior to jetty work. Field personnel conducting coral survey and transplantation activities shall be qualified relocation contractors by the Florida Fish and Wildlife Conservation Commission or shall document having successfully conducted relocation of corals in Florida. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

The Contractor shall be responsible for obtaining information concerning the marine work environment including rain, fog, existing depths, shoaling, scouring, wind, wave, current, and tide conditions that could influence safety and construction operations prior to submitting a proposal or bid.

The survey shown on the drawings depicts the conditions at the time of survey collection. It is possible conditions have changed at the time of construction.

Estimated armor stone quantities were calculated based on 1) the absent volume between the design template neatline and the existing surface generated from the survey, and 2) the expected void space around the placed armor stones. The void space is estimated to be 25% of the absent space. The quantity estimations do not account for the volume between the design template neatline and the upper tolerance neatline. The quantity of material above the design surface but below the tolerance shall not be taken into account in the event of a VEQ claim.

Allowable construction tolerances shall not be used to expand the footprint of work beyond the limits required to establish the neatline grade shown on the drawings. Tolerances will be used as a means to provide minor flexibility for acceptance of the constructed grade even if a few select armor stones project above the neatline grade shown on the drawings.

1.3.2 Location

Port Everglades South Jetty work is located in the City of Fort Lauderdale in Broward County, Florida.

1.3.3 Safety Requirements

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

1.3.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

SECTION 01 11 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-02 Shop Drawings

Pre-Construction Photographic Survey Report ; G, RO

Submit as indicated in paragraph PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY below.

Pre-Construction Cross-Sections ; G, RO

Submit as indicated in paragraph PRE-CONSTRUCTION CROSS-SECTIONS below.

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

1.6 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. See paragraphs PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY and PRE-CONSTRUCTION CROSS-SECTIONS below.

1.7.2 Weather, Water Stage and Tide Data

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

1.7.3 Surveys

Surveys are posted as separate electronic files. Survey numbers are indicated on the drawings.

SECTION 01 11 00 Page 4

1.7.4 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.

1.7.5 Maritime Traffic

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

1.7.6 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 the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

Prior to commencement of construction, the Contractor shall perform a pre-construction photographic survey at the project site to document the pre-construction condition of the South Jetty. The survey shall document the entire jetty, but special attention shall be focused on the condition of existing armor stones, especially armor stones in areas which are not to be rebuilt as part of this contract, but which the Contractor may wish to traverse with construction equipment or which may be subject to damages from other activities. This pre-construction photographic survey shall include still photographs and/or videos in sufficient quantity to fully document the existing conditions which may be impacted by construction activities. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-construction photographic survey photographs and/or videos. The written narrative, together with the photographs and/or videos, shall constitute a Pre-construction Photographic Survey Report , which shall be submitted to the Contracting Officer for approval. No on-site work shall be performed until this "Pre-construction Survey Report" has been approved.

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

a. Prior to the commencement of construction, the Contractor shall perform a pre-construction survey of the jetty.

b. The survey data collected for the cross-sections shall meet the requirements of subparagraph "As-Built Cross-Sections" under Section

01 71 23 FIELD SURVEYING AND ENGINEERING.

c. The Contractor shall process the survey data and prepare and submit drawings to the Contracting Officer showing each cross-section. The Contractor shall also submit all raw survey data, metadata and survey reports.

SECTION 01 11 00 Page 5

d. After the Contracting Officer has received and reviewed the submittal of the cross-section drawings and data, the Contractor and the Administrative Contracting Officer (ACO) will compare the pre-construction cross-sections with the extent of the repair work as shown on the construction drawings. The Contractor and the ACO shall also visually inspect the jetty, to the extent practicable, to determine if existing stone are less than the specified gradation for each area or have cracks and other flaws which may contribute to spalling or breakdown from handling and placing, such that they need to be removed and replaced with new armor stone. If it is found that areas of the jetty have deteriorated beyond the extents of the repair work, or less deterioration has occurred than originally estimated, new repair work extents shall be submitted and approved by the Contracting Officer. If it is agreed upon by the Contractor and the ACO that the repair work for any Work Area requires an increase or decrease of tonnage, then a revised tonnage shall be submitted by the Contractor for approval by the Contracting Officer. If necessary, the work will be done at an equitable adjustment to the contract price in accordance with the Clause 52.243-4 CHANGES of Section 00700 CONTRACT

CLAUSES.

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 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 Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.10.2 Layout

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

SECTION 01 11 00 Page 6

1.10.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting 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. Such suspension will be withdrawn upon proper replacement of the construction control markers.

1.11 DAMAGE TO WORK

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

1.12 EXISTING WORK

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

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

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

1.13 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

SECTION 01 11 00 Page 7

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.

1.13.1 Contractor Responsibility

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

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

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 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 Environmental Monitoring, Benthic Survey and Sea Turtle Nest

Relocation (Line Item 0004)

1.4.3 Permitting Associated With Coral Relocation (Line Item 0005)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Armor Stone

1.5.1.1 Line Items

1.5.1.2 Payment

1.5.1.3 Measurement

1.5.1.4 Unit of Measure

1.5.2 Coral Relocation (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Partnering Regroup (Line Item 0008)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

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

SECTION 01 22 00 Page 2

SD-07 Certificates

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

Weight Scales ; G, RO

For all weight scales used to weigh materials brought to the site for incorporation in this project, Certificates of Calibration testing dated within the last year shall be provided by the Contractor.

Weight Slips ; G, RO

The Contractor shall submit the original weight slips signed by the stone supplier's representative for each load of stone brought to the site for use on the project.

1.4 JOB PAYMENT ITEMS

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

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

1.4.1 Mobilization and Demobilization (Line Item 0001)

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

1.4.2 Environmental Monitoring, Benthic Survey and Sea Turtle Nest Relocation (Line Item 0004)

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

SECTION 01 22 00 Page 3 environmental monitoring, benthic survey and sea turtle nest relocation activities indicated in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.3 Permitting Associated With Coral Relocation (Line Item 0005)

Payment will be made for cost assiciated with or incidental to obtaining all relevant permits associated with coral or octocoral relocation as indicated in Section 01 57 20 ENVIRONMENTAL PROTECTION. The Contractor will only be paid if the Contractor is required to obtain any permits associated with coral or octocoral relocation.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the…