A.07.23_18B0015Volume2Specs.pdf

W912EP18B0015

Jacksonville District

Flood Control and Coastal Emergency Beach Erosion Control Project Broward County, Florida Broward County, Segment III

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

FCCE, Beach Er osi on Cont r ol Pr oj ect , Br owar d Count y, Fl or i da Br owar d Count y Segment I I I

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

01 45 04 CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 55 10 CLEARI NG AND GRUBBI NG FOR ACCESS AND STAGI NG AREAS

01 55 26 TRAFFI C CONTROL

01 57 20 ENVI RONMENTAL PROTECTI ON

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

02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR EXI STI NG STRUCTURES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 93 00 COASTAL VEGETATI ON PLANTI NG

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

35 30 00 BEACH FI LL

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - DANIA 3

PID - AD7811

MARKER: HORIZONTAL CONTROL DISK

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

SP_SET: SIDEWALK

STAMPING: DANIA 3 1985

MARK LOGO: NGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - August 15, 2018

HISTORY - Date Condition Report By

HISTORY - 1985 MONUMENTED NGS

HISTORY - 1986 GOOD FLDNR

HISTORY - 20180815 GOOD LOCSUR

STATION DESCRIPTION

THE STATION IS LOCATED, ABOUT 2.00 MI EAST OF DANIA, 0.15 MI WEST OF THE

BEACH OF ATLANTIC OCEAN, 0.15 MI SOUTH OF A LARGE BUILDING SEAFAIR, 0.05

MI EAST OF CENTER OF DRAW BRIDGE OVER WATERWAY AND ON THE SOUTH SIDE OF

LOOP OF DANIA BEACH BOULEVARD. TO REACH THE STATION FROM THE JUNCTION OF

U.S. HIGHWAY 1 AND DANIA BEACH BOULEVARD IN DANIA, GO EAST ON DANIA BEACH

BOULEVARD FOR 1.90 MI TO DRAW BRIDGE AND STATION ON RIGHT, JUST AFTER

PASSING OVER DRAWBRIDGE.

THE STATION IS A STANDARD NGS DISK STAMPED--DANIA 3 1985--, CEMENTED IN A

DRILL HOLE IN THE CENTER OF A SQUARE OF A CONCRETE SIDEWALK. LOCATED

141.01 FT EAST OF THE SOUTHEAST CORNER OF BRIDGE OVER INTERCOASTAL

WATERWAY. 70.01 FT NORTH OF THE CENTER OF SERVICE ROAD TO BEACH, 31.00

FT SOUTH OF THE CENTER OF MEDIAN OF DANIA BEACH, 29.99 FT WEST OF THE

CENTER OF A PROJECTED LINE N TERR.

REFERENCE MARK 5, A STANDARD NGS DISK STAMPED-- DANIA 3 NO 5 1985--, SET

IN A DRILLHOLE IN CONCRETE SIDEWALK. LOCATED 81.50 FT NORTH OF THE CENTER

OF THE SERVICE ROAD TO BEACH, 37.50 FT SOUTHEAST OF THE CENTER OF MEDIAN

OF DANIA BEACH BOULEVARD, 49.02 FT EAST OF THE CENTER OF A PROJECTED LINE

OF N 4 TERR AND 0.98 FT NORTH OF SOUTH EDGE OF CONCRETE SIDEWALK.

REFERENCE MARK 6, A FLORIDA DEPT. OF TRANSPORTATION DISK STAMPED --DANIA

3 NO 6 1985--, SET IN THE CONCRETE CURB OF DRAWBRIDGE. LOCATED 27.00 FT

NORTH OF THE CENTER OF MEDIAN OF DANIA BEACH BOULEVARD, 55.51 FT WEST OF

THE CENTER OF BRIDGE CAUTION LIGHT, 0.49 FT SOUTH OF THE NORTHEAST BRIDGE

ABUTMENT.

AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--DANIA 2 1934 1971--,

SET IN A DRILL HOLE IN CONCRETE RETAINING WALL. LOCATED 345.01 FT

NORTHWEST OF THE NORTHWEST CORNER OF A PIER RUNNING OUT INTO THE OCEAN.

166.99 FT NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A PARKING AREA,

150.00 FT SOUTH OF A TWIN TRUNKED AUSTRALIAN PINE TREE AND 9.19 FT EAST

OF THE CORNER OF THE RETAINING WALL. TO REACH AZIMUTH MARK 1, FROM THE

STATION CONTINUE EAST AND NORTH ON DANIA BEACH BOULEVARD FOR 0.10 MI TO

SECTION 00 31 21 Page 2

DESIGNATION - DANIA 3 (continued)

ACCESS ROAD ON RIGHT. KEEP RIGHT AND FOLLOW ASPHALT ROAD TO THE RIGHT OF

SEAFAIR BUILDING AND GO NORTH FOR 0.50 MI TO MARK ON LEFT.

STATION RECOVERY (1986)

BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN

DANIA, GO 1.8 MILES EAST ON A1A TO THE BRIDGE OVER THE INTRACOASTAL

WATERWAY AND A1A SOUTHBOUND. THE MARK IS SET FLUSH IN THE SIDEWALK.

THE MARK BEARS 140.8 FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE

20.5 FEET SOUTH OF THE EASTBOUND LANE OF A1A, 4.3 FEET SOUTH OF A

WITNESS POST AND THE MARK IS ABOUT IN THE CENTER OF THE SIDEWALK.

STATION RECOVERY (2018)

RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2018 (ATP)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 3

DESIGNATION - DANIA 3 AZ MK 2

PID - AD7812

TIDAL BM - This is a Tidal Bench Mark.

MARKER: AZIMUTH MARK DISK

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

SP_SET: BRIDGE GUTTER

STAMPING: DANIA 3 1985

MARK LOGO: NGS

MAGNETIC: OTHER; SEE DESCRIPTION

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

HISTORY - Date Condition Report By

HISTORY - 1985 MONUMENTED NGS

HISTORY - 1986 GOOD FLDNR

HISTORY - 20161225 GOOD USPSQD

STATION DESCRIPTION

THE AZIMUTH MARK IS ABOUT 2.00 MI EAST OF DANIA, 0.15 MI WEST OF THE

BEACH OF THE ATLANTIC OCEAN 0.05 MI WEST OF A LARGE BUILDING, SEAFAIR AND

AT THE SOUTHWEST CORNER OF BRIDGE OVER NEW RIVER SOUND. TO REACH THE

JUNCTION OF U.S. HIGHWAY 1 AND DANIA BEACH BOULEVARD IN DANIA, GO EAST

ON DANIA BEACH BOULEVARD FOR 1.90 MI TO A DRAW BRIDGE AND STATION DANIA 3

ON RIGHT. CONTINUE AROUND LOOP TO LEFT FOR 0.10 MI TO STOP SIGN. TURN

RIGHT AND FOLLOW NORTH FOR 0.05 MI TO BRIDGE AND STATION ON LEFT. A

STANDARD NGS DISK STAMPED--DANIA 3 1985--, SET IN A DRILL HOLE AT THE

SOUTHWEST CORNER OF BRIDGE OVER NEW RIVER SOUND. LOCATED 14.99 FT WEST

OF THE CENTER OF ROAD TO JOHN LLOYD STATE PARK AND 1.51 FT NORTH OF A

WITNESS POST.

STATION RECOVERY (1986)

BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN DANIA,

GO 2 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH TO

JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED ROAD

TO A SMALL BRIDGE. THE MARK IS SET NEAR THE SOUTHWEST CORNER OF THE

BRIDGE. THE MARK BEARS 2.7 FEET EAST OF THE SOUTHWEST CORNER OF THE

BRIDGE, 14.8 FEET WEST OF THE CENTERLINE, 35.5 FEET WEST-SOUTHWEST OF

BENCH MARK 24.71 AND 0.7 FEET NORTH OF THE SOUTH END OF THE CONCRETE.

STATION RECOVERY (2016)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 4

DESIGNATION - DANIA 3 AZ MK 2 (continued)

SECTION 00 31 21 Page 5

DESIGNATION - SOUTH JETTY

PID - AD2441

MARKER: SURVEY DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: S JETTY 1938

MARK LOGO: USE

PROJECTION: PROJECTING 2 CENTIMETERS

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

HISTORY - Date Condition Report By

HISTORY - 1938 MONUMENTED DOD

HISTORY - 1955 GOOD USE

HISTORY - 1970 GOOD NGS

HISTORY - 20041213 GOOD FLDT

STATION DESCRIPTION/STATION RECOVERY (1970)

TO REACH THE STATION FROM THE INTERCHANGE OF THE FLORDIA 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 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 FEET SOUTH OF THE NORTH EDGE OF CONCRETE RETAINING WALL

OF PORT EVERGLADES INLET, 37 FEET EAST OF THE NORTHEAST CORNER OF

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

A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION USN NORTH RANGE

1955 AND THE DISTANCE IS (17.97 FT) OR 5.4778 METERS. A TRAVERSE

CONNECTION WAS ALSO MADE TO TRIANGULATION STATION USN NORTH RANGE 1955 RM

1 AND THE DISTANCE IS (71.42 FEET) OR 21.7694 METERS.

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.

SECTION 00 31 21 Page 6

DESIGNATION - SOUTH JETTY (continued)

STATION RECOVERY (1970)

ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION OF U.S.

HIGHWAY 1 AT DANIA, THENCE 2.6 MILES 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 FEET SOUTH OF THE SOUTH FACE OF A SEAWALL, 37 FEET EAST OF

THE EAST CORNER OF A CONCRETE BLOCK BUILDING, 18 FEET 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 (1971)

STATION MARK RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS

ADEQUATE FOR RECOVERY. 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 (1981)

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. FOR TO REACH THIS

STATION SEE DESCRIPTION OF USN NORTH RANGE 2.

STATION RECOVERY (2004)

RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)

RECOVERED AS DESCRIBED.

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 nourishment of the Broward County Segment III beaches from Port Everglades to R-94 and in Hollywood and Hallandale from R-98 to R-128. The datums in Table 1 are taken from tide station 8722899 (LAUDERDALE-BY-THE-SEA, FL) and are based on a control station in Miami Beach, FL. This station is located approximately 10 miles north of the project area. The datums in Table 2 are based on tide station 8723050 (NORTH MIAMI BEACH, FL) and are based on a control station in Miami Beach, FL. This station is located approximately 8 miles south of 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 8722899 (LAUDERDALE-BY-THE-SEA, FL)

Highest Observed Water Level (10/25/1973) = 4.54 Feet Mean Higher High Water (MHHW) = 2.86 Feet Mean High Water (MHW) = 2.74 Feet NAVD88 = 2.30 Feet Mean Sea Level (MSL) = 1.46 Feet Mean Tide Level (MTL) = 1.45 Feet Mean Low Water (MLW) = 0.17 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (01/31/1975) = -1.34Feet

Table 2: Tidal Datum Information for Station 8723050 (NORTH MIAMI BEACH FL)

Highest Observed Water Level (10/25/1973) = 4.31 Feet Mean Higher High Water (MHHW) = 2.76 Feet Mean High Water (MHW) = 2.65 Feet NAVD88 = 2.38 Feet Mean Sea Level (MSL) = 1.42 Feet Mean Tide Level (MTL) = 1.41 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (06/29/1973) = -1.40Feet http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida

SECTION 00 33 50 Page 2

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 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 63468 is locate between the two areas to be dredged, approximately 10 miles west 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 267 meters (876 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 rarely occur. 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 http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/ http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml

SECTION 00 33 50 Page 3 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 is available at the following web link which provides monthly average values for temperature, precipitation, and other information. The Hollywood, Florida 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 26.0283° N, longitude -80.1342° W and data can be accessed through:

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

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

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 DEFI NI TI ONS

1. 3 WORK COVERED BY CONTRACT DOCUMENTS

1. 3. 1 Pr oj ect Descr i pt i on

1. 3. 2 Locat i on

1. 3. 3 Saf et y Requi r ement s

1. 3. 4 Wor k Rest r i ct i ons

1. 3. 4. 1 Del i ver y of mat er i al

1. 3. 4. 2 Wor k on t he Beach

1. 3. 4. 3 St agi ng Ar eas f or Const r uct i on Equi pment on t he Beach

1. 3. 5 Wor k Per f or med by Ot her s

1. 4 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

1. 5 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 6 PHYSI CAL DATA

1. 6. 1 Weat her , Wat er St age and Ti de Dat a

1. 6. 2 Cont r act or I nvest i gat i on

1. 6. 3 Sur veys

1. 7 LAYOUT OF WORK

1. 7. 1 Est abl i shed Pr oj ect Cont r ol

1. 7. 2 Layout

1. 7. 3 Sur vey

1. 8 DAMAGE TO WORK

1. 9 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( 31 OCT 1989)

1. 9. 1 Schedul e of Mont hl y Ant i c i pat ed Adver se Weat her Del ays

1. 9. 2 Cont r act or Responsi bi l i t y

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 Saf et y and Heal t h Requi r ement s Manual

1. 2 DEFINITIONS

a. " Adver se weat her " occur s when at mospher i c condi t i ons at a def i ni t e t i me and pl ace t hat ar e unf avor abl e t o const r uct i on act i v i t i es and i s based on c l i mat ol ogi cal and met eor ol ogi cal obser vat i ons and dat a sour ces pr ovi ded i n Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA.

b. " Unusual l y sever e weat her " i s weat her t hat i s mor e sever e t han t he adver se weat her ant i c i pat ed by t he Cont r act or f or t he season or l ocat i on i nvol ved. Adver se weat her del ays ar e consi der ed unusual l y sever e weat her i f adver se weat her del ay days pr event wor k f or 50 per cent or mor e of t he Cont r act or ' s schedul ed wor k day.

1. 3 WORK COVERED BY CONTRACT DOCUMENTS

1. 3. 1 Pr oj ect Descr i pt i on

Pr oj ect wor k wi l l r enour i sh t wo segment s of cr i t i cal l y er oded shor el i ne usi ng upl and mat er i al . A 1. 5 mi l e l ong segment bet ween Fl or i da Depar t ment of Envi r onment al Pr ot ect i on ( FDEP) Range Monument s R- 86 t o R- 94, known l ocal l y as t he Mi zel l - Eul a Johnson St at e Par k and 5. 8 mi l es l ong segment R- 98 t o R- 128 wi t hi n t he Ci t i es of Dani a, Hol l ywood, and Hal l andal e. The wi dt h of t he r enour i shed ar ea i s cont r ol l ed bet ween t he pr e- pr oj ect mean hi gh wat er ( MHW) shor el i ne and t he Er osi on Cont r ol Li ne ( ECL) . Because of ext ensi ve har d bot t om ar eas of f shor e of t he pr oj ect , f i l l pl aced seawar d of t he MHW shal l not occur . The sand sour ce f or t he pr oj ect wi l l come f r om an upl and sour ce and wi l l be t r ucked haul t o t he pl acement l ocat i ons. The upl and sour ce wi l l be sel ect ed by t he Cont r act or meet i ng cr i t er i a r equi r ed i n t he speci f i cat i ons and subj ect t o Cont r act i ng Of f i cer ' s appr oval .

Pr oj ect wor k al so i ncl udes endanger ed speci es and vi br at i on moni t or i ng.

1. 3. 2 Location

The wor k i s l ocat ed on t he bar r i er i s l and sout h of Por t Ever gl ades and r uns sout h t o t he Br owar d Count y Li ne.

1. 3. 3 Saf et y Requi r ement s

See Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS and EM 385- 1- 1.

SECTI ON 01 11 00 Page 2

1. 3. 4 Wor k Rest r i ct i ons

Ni ght t i me wor k i s not per mi t t ed under t hi s cont r act .

1. 3. 4. 1 Del i ver y of mat er i al

Del i ver y of t he mat er i al f r om t he Cont r act or ' s sel ect ed sour ce t o t he desi gnat ed st agi ng and access ar eas shown on t he dr awi ngs wi l l be per mi t t ed bet ween t he hour s of 6: 00am and 11: 00pm.

1. 3. 4. 2 Wor k on t he Beach

No wor k shal l be per f or med seawar d of t he Er osi on Cont r ol Li ne ( ECL) pr i or t o sunr i se or af t er sunset . Sunr i se and sunset wi l l var y dependi ng on t he t i me of year ; however , no wor k wi l l be per mi t t ed pr i or t o 7: 00am or af t er 7: 00pm shoul d t he sun r i se bef or e 7: 00am and/ or t he sun set af t er 7: 00pm.

1. 3. 4. 3 St agi ng Ar eas f or Const r uct i on Equi pment on t he Beach

See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON f or per i ods when st agi ng ar eas f or const r uct i on equi pment on t he beach i s not per mi t t ed.

1. 3. 5 Wor k Per f or med by Ot her s

See par agr aph PROJECT COORDI NATI ON of Sect i on 01 30 00 ADMI NI STRATI VE

PROCEDURES.

1. 4 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

a. Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR 52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

b. I n addi t i on t o t he above, t he f ol l owi ng shal l appl y: The t i me f or compl et i on does not i ncl ude est abl i shment of coast al veget at i on.

Veget at i on shal l be est abl i shed not l at er t han t he t i me st at ed i n t he Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR

52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 pl us t he t i me st at ed f or t he est abl i shment of veget at i on. See par agr aph ORDER OF WORK of Sect i on 32 93 00 COASTAL VEGETATI ON PLANTI NG.

1. 5 LI QUI DATED DAMAGES - CONSTRUCTI ON

Ref er t o t he Cl ause LI QUI DATED DAMAGES - CONSTRUCTI ON ( FAR 52. 211- 12) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 6 PHYSI CAL DATA

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause PHYSI CAL DATA ( FAR

52. 236- 4) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 6. 1 Weat her , Wat er St age and Ti de Dat a

See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA f or appl i cabl e dat a l i nks and i nf or mat i on t o wher e t he Cont r act or can ascer t ai n t he weat her condi t i ons t hat coul d be encount er ed at t he pr oj ect l ocat i on. The i nf or mat i on pr ovi ded does not pr ecl ude t he Cont r act or f r om assessi ng and schedul i ng f or adver se weat her .

SECTI ON 01 11 00 Page 3

1. 6. 2 Cont r act or I nvest i gat i on

Ref er t o t he Cl ause SI TE I NVESTI GATI ON AND CONDI TI ONS AFFECTI NG THE WORK ( FAR 52. 236- 3) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 6. 3 Surveys

Sur vey shown on t he dr awi ngs was per f or med by Mor gan and Ekl und f or Br owar d Count y ( 2017) .

1. 7 LAYOUT OF WORK

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause LAYOUT OF WORK ( FAR

52. 236- 17) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 7. 1 Est abl i shed Pr oj ect Cont r ol

The Gover nment has est abl i shed monument s al ong t he wor k s i t e( s) . Each monument i s r epr esent ed i n t he cont r act dr awi ngs by a Desi gnat i on and i n most cases, an al phanumer i c Per manent I dent i f i er ( PI D) . I nf or mat i on concer ni ng t he l ocat i on and el evat i ons can be f ound wi t hi n t he Sur vey Not es on t he pl an sheet s. The Sur vey Not es f or each i nc l uded f i el d sur vey wi l l c i t e a par t i cul ar sur vey number , and speci f y t he cont r ol used t o conduct t hat sur vey. Addi t i onal i nf or mat i on i s i ncl uded i n t he Sur vey Not es t hat must be dupl i cat ed i f an at t empt t o r ecr eat e t he subj ect sur vey i s desi r ed.

For navi gat i on channel s, t he Gover nment has est abl i shed t i dal cal i br at i on s i t es f or pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um. Each t i dal cal i br at i on s i t e i s r epr esent ed i n t he pl an sheet dr awi ngs by St at i on I D, and i s c i t ed i n t he Sur vey Not es. Al l pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um shal l be cal i br at ed t o t he St at i on I D speci f i ed i n t he pl an sheet dr awi ngs. I nf or mat i on r egar di ng t he l ocat i on and associ at ed benchmar ks of t he r ef er enced St at i on I D i s i ncl uded i n t he Monument Descr i pt i on sect i on of t hese speci f i cat i ons.

See Sect i on 00 31 21 CONTROL MONUMENT DESCRI PTI ONS f or descr i pt i ons f r om Sur vey Number 18- 204.

1. 7. 2 Layout

Fr om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment , t he Cont r act or shal l compl et e t he l ayout of t he wor k and shal l be r esponsi bl e f or al l measur ement s t hat may be r equi r ed f or t he execut i on of t he wor k t o t he l ocat i on and l i mi t mar ks pr escr i bed i n t he speci f i cat i ons or on t he cont r act dr awi ngs, subj ect t o such modi f i cat i ons as t he Cont r act i ng Of f i cer may r equi r e t o meet changed condi t i ons or as a r esul t of necessar y modi f i cat i ons t o t he cont r act wor k.

1. 7. 3 Survey

The Cont r act or shal l f ur ni sh, at hi s own expense, such st akes, t empl at es, pl at f or ms, equi pment , t ool s and mat er i al , and al l l abor as may be r equi r ed i n l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment . I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l s t akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks ar e dest r oyed by t he Cont r act or or t hr ough hi s negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng

SECTI ON 01 11 00 Page 4

Of f i cer , at hi s di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or . The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 8 DAMAGE TO WORK

The r esponsi bi l i t y f or damage t o any par t of t he per manent wor k shal l be as set f or t h i n Cl ause PERMI TS AND RESPONSI BI LI TI ES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. However , i f , i n t he j udgment of t he Cont r act i ng Of f i cer , any par t of t he per manent wor k per f or med by t he Cont r act or i s damaged by f l ood, ear t hquake, hur r i cane, or t or nado, whi ch damage i s not due t o t he f ai l ur e of t he Cont r act or t o t ake r easonabl e pr ecaut i ons or t o exer ci se sound engi neer i ng and const r uct i on pr act i ces i n t he conduct of t he wor k, t he Cont r act or wi l l make t he r epai r s as or der ed by t he Cont r act i ng Of f i cer and f ul l compensat i on f or such r epai r s wi l l be made at t he appl i cabl e cont r act uni t or l ump sum pr i ces as f i xed and est abl i shed i n t he cont r act . I f , i n t he opi ni on of t he Cont r act i ng Of f i cer , t her e ar e no cont r act uni t or l ump sum pr i ces appl i cabl e t o any par t of such wor k, an equi t abl e adj ust ment pur suant t o Cl ause CHANGES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 wi l l be made as f ul l compensat i on f or t he r epai r s of t hat par t of t he per manent wor k f or whi ch t her e ar e no appl i cabl e cont r act uni t or l ump sum pr i ces. Except as her ei n pr ovi ded, damage t o al l wor k ( i ncl udi ng t empor ar y const r uct i on) , ut i l i t i es, mat er i al s, equi pment and pl ant shal l be r epai r ed t o t he sat i sf act i on of t he Cont r act i ng Of f i cer at t he Cont r act or ' s expense, r egar dl ess of t he cause of such damage.

1. 9 TI ME EXTENSI ONS FOR UNUSUALLY SEVERE WEATHER ( 31 OCT 1989)

Thi s pr ovi s i on speci f i es t he pr ocedur e f or t he det er mi nat i on of t i me ext ensi ons f or unusual l y sever e weat her i n accor dance wi t h t he Cl ause DEFAULT ( FI XED- PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. I n or der f or t he Cont r act i ng Of f i cer t o awar d a t i me ext ensi on under t hi s c l ause, t he f ol l owi ng condi t i ons must be sat i sf i ed:

a. The weat her exper i enced at t he pr oj ect s i t e dur i ng t he cont r act per i od must be f ound t o be unusual l y sever e; t hat i s , mor e sever e t han t he adver se weat her ant i c i pat ed f or t he pr oj ect l ocat i on dur i ng any gi ven mont h.

b. The unusual l y sever e weat her must act ual l y cause a del ay t o t he compl et i on of t he pr oj ect . The del ay must be beyond t he cont r ol and wi t hout t he f aul t or negl i gence of t he Cont r act or .

1. 9. 1 Schedul e of Mont hl y Ant i c i pat ed Adver se Weat her Del ays

The schedul e of mont hl y ant i c i pat ed adver se weat her del ays i s based upon Nat i onal Oceani c and At mospher i c Admi ni st r at i on ( NOAA) or s i mi l ar dat a f or t he pr oj ect l ocat i on and wi l l const i t ut e t he base l i ne f or mont hl y weat her t i me eval uat i ons. The Cont r act or ' s pr ogr ess schedul e must r ef l ect t hese ant i c i pat ed adver se weat her del ays i n al l weat her dependent act i v i t i es.

See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA.

1. 9. 2 Cont r act or Responsi bi l i t y

The pr oj ect ar ea may be af f ect ed by st or my, wi ndy and/ or r ai ny weat her , i ncl udi ng t hunder st or ms, dur i ng any t i me of t he year . The Cont r act or shal l be r esponsi bl e f or obt ai ni ng i nf or mat i on concer ni ng r ai n, wi nd and wave

SECTI ON 01 11 00 Page 5 condi t i ons t hat coul d i nf l uence saf et y, haul i ng and pl acement oper at i ons pr i or t o submi t t i ng a pr oposal or bi d. The Cont r act or ' s pr ogr ess schedul e must r ef l ect t hese ant i c i pat ed adver se weat her del ays i n al l - weat her dependent act i v i t i es. A l i s t of pot ent i al sour ces pr ovi di ng c l i mat ol ogi cal and met eor ol ogi cal obser vat i ons and dat a f or t he pr oj ect ar ea i s pr ovi ded.

a. Cont r act or shal l r esear ch t he pr oj ect s i t e condi t i ons and i ncor por at e pot ent i al adver se weat her del ays i nt o t hei r schedul e pr i or t o submi t t i ng a pr oposal or bi d. The Cont r act or shal l devel op a schedul e of mont hl y ant i c i pat ed adver se weat her based on t he equi pment t o be used t o compl et e t he pr oj ect and det er mi ne t he condi t i ons t hat woul d cause t hem t o cease oper at i ons usi ng t he sour ces pr ovi ded i n Section 00 33 50 WEATHER, WATER STAGE AND TI DE DATA. The Cont r act or ' s pr ogr ess schedul e must r ef l ect t hese ant i c i pat ed adver se weat her del ays i n al l weat her dependent act i v i t i es.

b. Upon acknowl edgment of t he Not i ce t o Pr oceed ( NTP) and cont i nui ng t hr oughout t he cont r act , t he Cont r act or wi l l r ecor d on t he dai l y CQC r epor t t he occur r ence of adver se weat her and unusual l y sever e weat her wi t h t he pur pose t o not e i mpact t o nor mal l y schedul ed wor k. Act ual adver se weat her del ay days must pr event wor k on cr i t i cal act i v i t i es f or 50 per cent or mor e of t he Cont r act or ' s schedul e t o be consi der ed " unusual l y sever e weat her " .

c. The number of act ual adver se weat her del ay days shal l i ncl ude days i mpact ed by act ual adver se weat her , be cal cul at ed chr onol ogi cal l y f r om t he f i r st t o t he l ast day of each mont h, and be r ecor ded as f ul l days.

I f t he number of act ual adver se weat her del ay days exceeds t he number of days ant i c i pat ed f or adver se weat her by t he Cont r act or , t he Cont r act i ng Of f i cer may conver t any qual i f y i ng del ays t o cal endar days, gi v i ng f ul l consi der at i on f or equi val ent f ai r weat her wor k days t hat shoul d have been ant i c i pat ed f or t he condi t i ons at t he pr oj ect l ocat i on.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 6

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

1. 2. 2 I nst r uct i ons

1. 3 DEFI NI TI ONS

1. 3. 1 Compensat i ng Sl opes

1. 4 SUBMI TTALS

1. 5 JOB PAYMENT I TEMS

1. 5. 1 Const r uct i on/ Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0003)

1. 5. 2 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0004)

1. 6 UNI T PRI CE PAYMENT I TEMS

1. 6. 1 Beach Fi l l ( Li ne I t em 0001)

1. 6. 1. 1 Payment

1. 6. 1. 2 Measur ement

1. 6. 1. 3 Uni t of Measur e

1. 6. 2 Beach Ti l l i ng ( Li ne I t em 0002)

1. 6. 2. 1 Payment

1. 6. 2. 2 Measur ement

1. 6. 2. 3 Uni t of Measur e

1. 6. 3 St andby Ti me ( Li ne I t em 0005)

1. 6. 3. 1 Payment

1. 6. 3. 2 Measur ement

1. 6. 3. 3 Uni t of Measur e

1. 6. 4 Par t ner i ng Regr oup ( Li ne I t em 0006)

1. 6. 4. 1 Payment

1. 6. 4. 2 Measur ement

1. 6. 4. 3 Uni t of Measur e

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

3. 1. 1 Request i ng Pr ogr ess Payment

3. 1. 2 Opt i ons and Modi f i cat i on CLI NS

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 22 00 Page 1

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

Thi s sect i on descr i bes how Li ne I t ems wi l l be measur ed and pai d f or when maki ng pr ogr ess payment s. Wor k t o be measur ed i s descr i bed i n speci f i cat i on sect i ons l i s t ed f or each Li ne I t em. Measur ement pr ocedur es f or payment , r equi r ed quant i t y sur vey or pr ocur ement document at i on and payment r est r i c t i ons ar e descr i bed i n appl i cabl e speci f i cat i on sect i ons.

Al l ocat e cost s f or wor k not speci f i cal l y ment i oned t o t he Li ne I t em most c l osel y associ at ed wi t h wor k i nvol ved. Unl ess t her e i s a speci f i c Li ne I t em f or admi ni st r at i ve cost s, such as Qual i t y Cont r ol and Saf et y, al l ocat e such cost s pr opor t i onal l y acr oss al l Li ne I t ems.

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Definition

The t er ms " Cont r act Li ne I t em Number ( CLI N) " and " Li ne I t em" ar e i nt er changeabl e her ei n ( e. g. : CLI N 0001 i s Li ne I t em 0001) . The t er m " CLI N" i s a cont r act i ng t er m used i n t he Resi dent Management Syst em ( RMS) payment dat a base.

1. 2. 2 Instructions

See Sect i on 01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) f or mor e i nf or mat i on on CLI Ns, schedul e of val ues of pay act i v i t i es and const r uct i on schedul e, and payment pr ocedur es. The Cont r act or mode user manual wi t h i n- dept h i nst r uct i ons can be downl oaded f r om t he RMS web si t e i ndi cat ed i n Sect i on 01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE

( RMS CM) .

1. 3 DEFINITIONS

1. 3. 1 Compensat i ng Sl opes

The al l owance f or mat er i al t o be pl aced above t he speci f i ed f i l l t ol er ance t o compensat e f or t he speci f i ed f or eshor e s l ope bei ng bel ow gr ade due t o sedi ment r el ocat ed by nat ur al f or ces bet ween t he t i me of pl acement and payment sur veys. Thi s i s per mi t t ed f or payment pur poses onl y.

1. 4 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

SECTI ON 01 22 00 Page 2

Schedul e of Val ues; G, RO

Pr ovi de a br eakdown of j ob i t ems i nt o pr oposed pay act i v i t i es as par t of t he i ni t i al pr oj ect schedul e. Schedul e of Val ues wi l l become basi s f or CLI N and Pay Act i v i t y dat a i n t he RMS payment dat a base.

1. 5 JOB PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act l ump sum payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE wi t h t he uni t " JOB" and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar j ob or uni t pr i ce payment i t em, shal l be i ncl uded i n t he l i s t ed j ob i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The j ob pr i ce and payment made f or each i t em l i s t ed shal l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

Pr ogr ess payment s f or j ob CLI Ns wi l l be made i n accor dance wi t h t he Payment s Under Fi xed- Pr i ce Const r uct i on Cont r act s c l ause of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Submi t a l i s t of pay act i v i t i es, ( Schedul e of Val ues) t o br eakdown bi d f or each j ob CLI N. The Schedul e of Val ues shal l be submi t t ed f or Gover nment appr oval wi t h t he basel i ne schedul e submi t t al ( see Sect i on 01 32 01 PROJECT SCHEDULE) . An unbal anced Schedul e of Val ues and Pay Act i v i t y Schedul e wi l l be r et ur ned f or r evi s i on. I f t hi s cont r act cont ai ns ei t her t he Cont i nui ng Cont r act s c l ause or t he Cont i nui ng Cont r act s ( Al t er nat e) c l ause, t he Cont r act or shoul d t ake i nt o account t he amount r eser ved f or cont r act payment s when pr epar i ng t he const r uct i on schedule.

1. 5. 1 Const r uct i on/ Vi br at i on Cont r ol and Moni t or i ng ( Li ne I t em 0003)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o t he pr ot ect i on of ex i st i ng st r uct ur es f r om const r uct i on act i v i t i es and moni t or i ng. See Sect i on 02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR

EXI STI NG STRUCTURES.

1. 5. 2 Envi r onment al Speci es Moni t or i ng ( Li ne I t em 0004)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o dai l y coor di nat i on wi t h Br owar d Count y on t hei r dai l y management of t he moni t or i ng of sea t ur t l es, mi gr at or y bi r ds, and ot her endanger ed speci es.

Cont act s t o Br owar d Count y wi l l be pr ovi ded at t he Pr e- const r uct i on conf er ence. See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 6 UNI T PRI CE PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act on whi ch t he cont r act uni t pr i ce payment s wi l l be made ar e l i s t ed i n t he LI NE I TEMS AND PRI CI NG SCHEDULE and descr i bed bel ow. The uni t pr i ce and payment made f or each i t em l i s t ed shal l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s , and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or each of t he uni t pr i ce i t ems.

SECTI ON 01 22 00 Page 3

Each Uni t Pr i ce CLI N may be a s i ngl e pay act i v i t y i t em or may be br oken down i nt o pay act i v i t i es wi t h smal l er quant i t i es equal t o CLI N t ot al .

Cont r act uni t pr i ce mul t i pl i ed by agr eed quant i t y i s f ul l compensat i on.

1. 6. 1 Beach Fi l l ( Li ne I t em 0001)

1. 6. 1. 1 Payment

a. Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o pr epar at i on of access ar eas, bar r i cades and si gns, debr i s r emoval , pi pel i ne cr ossi ng, excavat i on and t r anspor t at i on of beach f i l l , const r uct i ng t he beach pr of i l e and f i nal dr essi ng; noi se cont r ol ;

condi t i on sur veys; and r est or at i on of al l access ar eas t o pr econst r uct i on condi t i on or as ot her wi se i ndi cat ed on t he dr awi ngs.

See Sect i on 35 30 00 BEACH FI LL.

b. I n addi t i on t o t he above, payment wi l l be made f or i n- pl ace beach f i l l t o t he t ol er ance l i ne i ndi cat ed i n Sect i on 35 30 00 BEACH FI LL.

Payment quant i t i es wi l l be det er mi ned by t he Gover nment usi ng Di gi t al Ter r ai n Model ( DTM) sur f ace- t o- sur f ace met hod of cal cul at i on. When beach f i l l i s pl aced above t he s l ough zone t o compensat e f or wave act i on, payment wi l l be based on a cut and f i l l cal cul at i on. No payment wi l l be made f or mat er i al pl aced i n excess of t he t ol er ance t empl at e A( T) i ndi cat ed on t he dr awi ngs.

c. The Gover nment wi l l pay 95 per cent ( wi t hhol d 05 per cent ) of pr ogr ess and t ot al payment made under t hi s l i ne i t em unt i l al l access ar eas have been r est or ed as i ndi cat ed above. Thi s i s not consi der ed r et ai nage under c l ause PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS of Sect i on 00700 CONTRACT CLAUSES. Thi s i s consi der ed payment wi t hhel d f or wor k pai d f or under t hi s l i ne i t em whi ch has not been per f or med. Accept ance of r epai r s t o access r out es may be subj ect t o f i nal appr oval of l ocal per mi t t i ng aut hor i t i es.

1. 6. 1. 2 Measurement

a. The maps and/ or dr awi ngs al r eady pr epar ed ( c l ause CONTRACT DRAWI NGS, MAPS, AND SPECI FI CATI ONS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1) ar e bel i eved t o r epr esent accur at el y t he exi st i ng condi t i ons at t he t i me t he sur veys wer e per f or med, but t he dept hs and el evat i ons shown t her eon may be ver i f i ed and cor r ect ed by el evat i ons and soundi ngs t aken bef or e commenci ng t he wor k. Once quant i t i es wi t hi n a speci f i ed r each or sect i on have been det er mi ned t hr ough t he use of i n- pl ace measur ement , t hey wi l l not be r eopened except on evi dence of col l us i on, f r aud, or obvi ous er r or .

b. Beach f i l l sat i sf act or i l y pl aced wi l l be measur ed f or payment by use of Di gi t al Ter r ai n Model ( DTM) sur f ace- t o- sur f ace di f f er ence met hod. The quant i t i es wi l l be comput ed by t he Gover nment i n accor dance wi t h c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Measur ement of quant i t y pl aced f or pay pur poses wi l l be based on or i gi nal and f i nal cr oss sect i ons made on t he sect i on or r each i ndi cat ed on t he dr awi ngs. The Cont r act or shal l gi ve 3 cal endar days advance not i ce, i n wr i t i ng, t o t he Cont r act i ng Of f i cer ' s Repr esent at i ve of t he need t o per f or m t he or i gi nal and f i nal sur veys.

Qual i t y Cont r ol Sur veys shal l be t he r esponsi bi l i t y of t he Cont r act or .

Mont hl y par t i al payment s wi l l be based on appr oxi mat e quant i t i es det er mi ned by measur ement of t he i n- pl ace beach f i l l and i n accor dance

SECTI ON 01 22 00 Page 4 wi t h c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

c. I n accor dance wi t h c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1, t he Gover nment wi l l per f or m pr e- and post - const r uct i on t opogr aphi c sur vey at 100- f oot s t at i ons wi t h el evat i ons t aken at 10- f oot r ange i nt er val s f r om t he basel i ne t o t he t oe s l ope el evat i on. I n or der t o achi eve f i nal gr ade i n s l ough zone, and account f or nat ur al f enci ng pr i or t o Gover nment sur vey, t he Cont r act or shal l pl ace mat er i al t o f i nal gr ade wi t hi n t ol er ance f or t he ent i r e s l ope or may st ockpi l e beach f i l l up- sl ope of t he swash zone as l ong as t he upsl ope f i l l vol ume above t ol er ance does not exceed vol ume on t he f or eshor e s l ope bel ow t ol er ance, known her ei n as t he compensat i ng s l opes. Af t er st ockpi l ed beach f i l l i s measur e f or payment , t he Cont r act or shal l pr oduce a smoot h uni f or m sl ope t o wi t hi n t he accept abl e t ol er ances of t he f i nal gr ade f r om t he t op of s l ope t o t he wat er l i ne. Once post - const r uct i on sur vey i s per f or med, no measur ement s wi l l be r evi sed except on suspi c i on of f r aud or obvi ous error.

1. 6. 1. 3 Uni t of Measur e

Cubi c yar d.

1. 6. 2 Beach Ti l l i ng ( Li ne I t em 0002)

1. 6. 2. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o beach t i l l i ng. See Sect i ons 01 57 20 ENVI RONMENTAL PROTECTI ON and 35 30 00 BEACH

FILL.

1. 6. 2. 2 Measurement

Beach t i l l i ng wi l l be measur ed f or payment by t he act ual ar ea t i l l ed t o t he t ent h of an acr e.

1. 6. 2. 3 Uni t of Measur e

Acre.

1. 6. 3 St andby Ti me ( Li ne I t em 0005)

1. 6. 3. 1 Payment

St andby t i me, when exer ci sed by t he Cont r act i ng Of f i cer , wi l l be pai d f or each hour or par t t her eof t hat beach f i l l act i v i t i es ar e not i n oper at i on.

St andby t i me shal l be ut i l i zed when t he pr esence of a Fl or i da Depar t ment of Tr anspor t at i on ( FDOT) cont r act or i n t he i mmedi at e v i c i ni t y of t he st agi ng/ access ar ea( s) whi ch t he Cont r act or i s act i vel y usi ng pr ohi bi t s t he Cont r act or f r om del i ver i ng and pl aci ng Beach Fi l l . I t wi l l not be ut i l i zed f or del ays caused by i ncr eased t r af f i c as a r esul t of FDOT const r uct i on or any ot her condi t i ons unl ess di r ect ed by t he Cont r act i ng Of f i cer . St andby t i me i s not af f or ded f or del ays caused by adver se weat her condi t i ons or i f t he Cont r act i ng Of f i cer det er mi nes t he del ay i s caused by t he Cont r act or oper at i ng i n a negl i gent manner . Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o st andby of Beach Fi l l act i v i t i es onl y upon i mpl ement at i on of t hi s l i ne i t em. I f per f or mance of t hi s l i ne i t em i s not r equi r ed or i mpl ement ed per t he NOTES i n Sect i on 00010A LI NE I TEMS AND

SECTI ON 01 22 00 Page 5

PRI CI NG SCHEDULE, no payment wi l l be made t o t he Cont r act or f or t hi s l i ne item.

1. 6. 3. 2 Measurement

St andby Ti me, i f r equi r ed and i mpl ement ed as descr i bed i n Payment above, wi l l be measur ed and pai d f or each hour or par t t her eof i n 1/ 6 hour i ncr ement s, or 10 mi nut e i nt er val s, t hat t he Beach Fi l l act i v i t i es ar e not i n oper at i on by r equest of t he Cont r act i ng Of f i cer .

1. 6. 3. 3 Uni t of Measur e

Hour

1. 6. 4 Par t ner i ng Regr oup ( Li ne I t em 0006)

1. 6. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o conduct i ng a par t ner i ng r egr oup. Thi s l i ne i t em i s not subj ect t o t he VARI ATI ON I N ESTI MATED QUANTI TY cl ause, and t he Cont r act or wi l l onl y be pai d f or t he act ual number of par t ner i ng r egr oups conduct ed. See Sect i on 01 30 00 ADMI NI STRATI VE PROCEDURES. The i ni t i al par t ner i ng meet i ng wi l l not be pai d f or under t hi s l i ne i t em as i t i s a di st r i but ed cost mandat or y admi ni st r at i ve act i on.

1. 6. 4. 2 Measurement

The basi s f or payment wi l l be f or t he compl et i on of each par t ner i ng r egr oup meet i ng and Gover nment r ecei pt of al l compl et ed wor k pr oduct s.

1. 6. 4. 3 Uni t of Measur e

Each.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

Upon r ecei v i ng i ni t i al Resi dent Management Syst em i mpor t f i l e, go t o " Pay Act i v i t i es" and est abl i sh a l i nk bet ween bi d br eakdown schedul e of val ues of " Pay Act i v i t i es" t o cont r act CLI Ns usi ng " Schedul e Act i v i t i es" dat a ent r y page.

3. 1. 1 Request i ng Pr ogr ess Payment

For pr ogr ess payment s, ensur e " Act i v i t y Schedul e" , " Feat ur e Schedul e" , submi t t al r egi st er , and punchl i st s ar e al l up t o dat e. Use " Pr ogr ess Payment s" t o " Request Act i v i t y Ear ni ngs" f or bot h " Act i v i t y Ear ni ngs" dat a ent r y page and " Ot her Ear ni ng" .