18B0003Volume2Specs.pdf

W912EP-18-B-0003

Jacksonville District

Jacksonville Harbor, Maintenance Dredging, 38- and 40-Foot Projects, Cut-7 Through Cut-45, Cut-55, Cut-G, and The Lower Terminal Channel

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Jacksonvi l l e Har bor , Mai nt enance Dr edgi ng 38- and 40- Foot Pr oj ect s

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 25 OWNER SAFETY REQUI REMENTS - DI VI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG

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

35 20 23 DREDGING

35 20 26 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM SCOW -

TRACKI NG PROFI LE

35 20 27 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM PI PELI NE

HYDRAULI C DREDGE

35 20 28 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM HOPPER DREDGE

- - 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 - 872 0215 TIDAL 2

PID - BC0274

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: TIDAL STATION DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: CULVERT HEADWALL

STAMPING: NO 2 1958

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 24, 2004

HISTORY - Date Condition Report By

HISTORY - 1958 MONUMENTED CGS

HISTORY - 20040624 GOOD FLDEP

STATION DESCRIPTION (2004)

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

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

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

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

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

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

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

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

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

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

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

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

AND 1.0 FT WEST OF A CARSONITE WITNESS POST.

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

AT THE ENTRANCE GATE PROIR TO ACCESS.

SECTION 00 31 21 Page 2

DESIGNATION - 872 0218 A TIDAL

PID - DI9221

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

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

STAMPING: 0218 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - May 23, 2007 ROD/PIPE-DEPTH: 20.7 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED NOS

HISTORY - 2006 GOOD FLDEP

HISTORY - 20070523 GOOD FLDEP

STATION DESCRIPTION (2007)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

NORTHWEST END OF A 6.0 FT TALL CHAIN LINK FENCE.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS LOGO

CAP.

SECTION 00 31 21 Page 3

DESIGNATION - 872 0219 A TIDAL

PID - DI0931

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

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

STAMPING: 0219 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - October 04, 2002 ROD/PIPE-DEPTH: 16.2 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20021004 GOOD FLDEP

STATION DESCRIPTION

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

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

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

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

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

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

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

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

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

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

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

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

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

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

BELOW THE LEVEL OF THE NOS LOGO CAP.

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

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

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

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

SECTION 00 31 21 Page 4

Designation: 872 0242 A

PID: BBBZ31

Stamping: 0242 A 1995

Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

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

To reach from the intersection of Main St. (U.S. 17) and 21st St., go east on 21st St. 1.7 miles to Talleyrand Ave. Turn right and then make an immediate left into the USACE District Warehouse Facility. Proceed east through gate to the east side of the warehouse at the St. Johns River and station location. Station is located at the northeast corner of boat slip.

Observed: 2010-06-29T11:39:00Z

Source: OPUS - page5 1209.04

SECTION 00 31 21 Page 5

Designation: BIMT-101

PID: BBBX61

Stamping: BIMT-101, 2010, JAX DIST

Setting: Set in top of concrete monument

Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility.

Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.

Observed: 2010-05-26T14:41:00Z

SECTION 00 31 21 Page 6

Designation: CHARLIE TOWER ARP

PID: BBDC09

Stamping: CHARLIE TOWER ARP

Setting: Unspecified setting

Description: Station is located at the U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport Naval Station on Mayport Road, go north then east on Main Street 2.1 miles until reaching the peninsula that protrudes east toward the Atlantic Ocean, bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Proceed to the lookout tower and station location. Point is the GPS antenna attached to an aluminum pole mounted to the south handrail of C-Tower.

Observed: 2013-06-01T19:00:00Z

SECTION 00 31 21 Page 7

Designation: DUNNS CREEK

PID: BBCT64

Stamping: DUNNS CREEK JAX DIST 2012

Stability: May hold, commonly subject to ground movement

Setting: Pavement (street, sidewalk, curb, etc.)

Description: Station is located in Jacksonville, FL (Duval Co.) adjacent to Heckscher Drive on bridge over Dunn's Creek. To reach from the intersection of FL-9A / I-295 and Heckscher Drive, travel approximately 1.4 miles to bridge over Dunn's Creek and mark on left. Station is a bronze disk set in the concrete sidewalk on south side of bridge. Station is located 0.50' from the southern edge of sidewalk, 5.47' from the southern edge of the concrete wall, and 45.0' west of aluminum light pole #2990.

Observed: 2012-04-25T13:00:00Z

Source: OPUS - page5 1209.04 See Also Original

SECTION 00 31 21 Page 8

Designation: NEW BERLIN

PID: BBDH77

Designation: NEW BERLIN

Stamping: NEW BERLIN 2013 CUT-G

Setting: Stainless steel rod in sleeve (10FT+ or 3.048M+)

Description: Station is located at the east end of New Berlin Road in Jacksonville, Duval County, Florida. Mark is 7.0 feet from guardrail along the extended centerline of New Berlin Road, 16.0 feet south from a chain link fence and 45.3 feet from JEA electric light pole #116324. Point is a stainless steel rod driven to refusal.

Observed: 2013-11-08T17:24:00Z

SECTION 00 31 21 Page 9

Designation: STARK

PID: BBBZ99

Stamping: STARK 1987 JAX FLA

Setting: Set in top of concrete monument

Description:

Station is located at U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport Naval Station, go east on Main Road 1.5 miles to Carrier Basin. Proceed east 0.5 miles until reaching peninsula that protrudes east toward the Atlantic Ocean and bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Mark is 21 ft from NE corner of chain-link fence and 31.6 ft from SE corner of chain-link fence which surrounds signal gun emplacement.

Observed: 2010‐08‐02T21:12:00Z

Source: OPUS ‐ page5 1209.04

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 semi-diurnal tidal fluctuations in the Atlantic Ocean, and storm water runoff in the St Johns River. 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 table.

All datum elevations in this table are referred to mean lower low water (MLLW). These datums are based on field measurements from three tide stations located on the St. Johns River near Fulton, the Dames Point Bridge and the Terminal Channel. These tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). All tidal stations are based on the 1983-2001 tidal epoch. Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/map/index.shtml?type=Datums&region=Florida

Station ID: 8720221 PUBLICATION DATE: 01/23/2004 Name: FULTON, ST. JOHNS RIVER, FLORIDA Latitude: 30° 23.4' N Longitude: 81° 33.4' W

Mean Higher High Water (MHHW) = 3.91 Feet Mean High Water (MHW) = 3.71 Feet North American Vertical Datum – 1988 (NAVD) = 2.36 Feet Mean Sea Level (MSL) = 1.93 Feet Mean Tide Level (MTL) = 1.90 Feet Mean Low Water (MLW) = 0.10 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

Station ID: 8720219 PUBLICATION DATE: 01/09/2017 Name: DAMES POINT, ST. JOHNS RIVER, FLORIDA Latitude: 30° 23.2' N Longitude: 81° 33.5' W

Highest Observed Water Level (10/07/2016) = 6.40 Feet Mean Higher High Water (MHHW) = 3.63 Feet Mean High Water (MHW) = 3.48 Feet North American Vertical Datum – 1988 (NAVD) = 2.22 Feet Mean Sea Level (MSL) = 1.86 Feet Mean Tide Level (MTL) = 1.80 Feet Mean Low Water (MLW) = 0.11 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (1/08/2002) = -1.59 Feet http://tidesandcurrents.noaa.gov/map/index.shtml?type=Datums&region=Florida

SECTION 00 33 50 Page 2

Station ID: 8720242 PUBLICATION DATE: 03/25/2010 Name: LONGBRANCH (USE-DDP) ST. JOHNS RIVER, FLORIDA Latitude: 30° 21.6' N Longitude: 81° 37.2' W

Highest Observed Water Level (10/07/1998) = 5.17 Feet Mean Higher High Water (MHHW) = 2.71 Feet Mean High Water (MHW) = 2.62 Feet North American Vertical Datum – 1988 (NAVD) = 1.65 Feet Mean Sea Level (MSL) = 1.37 Feet Mean Tide Level (MTL) = 1.36 Feet Mean Low Water (MLW) = 0.10 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (1/10/1996) = -5.78 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 as well as 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, and are available for review in the Jacksonville District Office or may be ordered directly from the agencies indicated.

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

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts. It also provides miscellaneous meteorological data. This publication is available through NOAA, and is also available at the following website:

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm.

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (63407) lies approximately 16 miles east of Mayport, Florida. 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 15 meters (49 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/ .

http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/nsd/cpdownload.htm http://wis.usace.army.mil/

SECTION 00 33 50 Page 3

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 essentially subtropical, and the area occasionally experiences temperatures below freezing. The wet season in the project area is from June through September. 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 northeast 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.

2. The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The NOAA rain gage located closest to the project area is in Jacksonville Beach, Florida, at latitude 30.288° N, longitude 81.393°W. Data for this station is available online from the National Climatic Data Center, NOAA, for the period of record from 1981 through 2010 at:

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

http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/

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 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

1. 2. 2 Locat i on

1. 2. 3 Saf et y Requi r ement s

1. 2. 4 Wor k Per f or med by Ot her s

1. 3 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

1. 5. 1 Physi cal Condi t i ons

1. 5. 2 Weat her , Wat er St age and Ti de Dat a

1. 5. 3 Cont r act or I nvest i gat i on

1. 5. 4 Mar i t i me Tr af f i c

1. 5. 5 Obst r uct i on of Channel

1. 5. 6 Hydr ogr aphi c Sur veys

1. 6 LAYOUT OF WORK

1. 6. 1 Est abl i shed Pr oj ect Cont r ol

1. 6. 2 Layout

1. 6. 3 Sur vey

1. 7 DAMAGE TO WORK

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)

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or Jacksonvi l l e Har bor Mai nt enance Dr edgi ng, 40- Foot Pr oj ect , Cut - 8 t hr ough Ter mi nal Channel , and Cut G

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

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

Pr oj ect consi st s of channel mai nt enance dr edgi ng at var i ous l ocat i ons f r om Cut - 7 t o t he Lower Ter mi nal Channel . Mat er i al wi l l be di sposed of i n Bar t r am I s l and Cel l A. Wor k al so i ncl udes t ur bi di t y moni t or i ng, endanger ed speci es obser ver s ( hopper dr edges onl y) and sea t ur t l e non- capt ur e t r awl sweepi ng ( hopper dr edges onl y) . Wor k wi l l be di v i ded i nt o a Base and f our Opt i ons ( A t hr ough D) .

1. 2. 2 Location

The wor k i s l ocat ed i n Jacksonvi l l e Har bor , Duval Count y, Fl or i da.

1. 2. 3 Saf et y Requi r ement s

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

1. 2. 4 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. 3 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 phr ase " commence wor k" means " commence dr edgi ng" . The commencement t i me i ndi cat ed appl i es unl ess pr ecl uded by i ncl ement weat her as det er mi ned by t he Cont r act i ng Of f i cer .

SECTI ON 01 11 00 Page 2

1. 4 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. 5 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. 5. 1 Physi cal Condi t i ons

The i ndi cat i ons of physi cal condi t i ons on t he dr awi ngs and i n t he speci f i cat i ons ar e t he r esul t of s i t e i nvest i gat i ons by sur veys and/ or by cor e bor i ngs. When t he i ndi cat ed physi cal condi t i ons ar e t he r esul t of s i t e i nvest i gat i ons by cor e bor i ngs, t he cor e bor i ng l ogs and l abor at or y dat a ar e i n Sect i on 00 31 32 GEOTECHNI CAL DATA REPORT ( GDR) and t he cor e bor i ng l ocat i ons ar e shown on t he dr awi ngs. Al so, see t he GDR f or i nst r uct i ons concer ni ng avai l abi l i t y of cor e bor i ngs f or i nspect i on.

1. 5. 2 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.

1. 5. 3 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. 5. 4 Mar i t i me Tr af f i c

Mar i ne Tr af f i c i n t he pr oj ect ar ea consi st s of Naval , cr ui se shi ps, commer ci al , pl easur e, and smal l r ecr eat i onal vessel s of al l t ypes and si zes whi ch can be accommodat ed by exi st i ng dept hs.

1. 5. 5 Obst r uct i on of Channel

The Gover nment wi l l not under t ake t o keep t he channel f r ee f r om vessel s or ot her obst r uct i ons, except t o t he ext ent of such r egul at i ons, i f any, as may be pr escr i bed by t he Secr et ar y of t he Ar my, i n accor dance wi t h t he pr ovi s i ons of Sect i on 7 of t he Ri ver and Har bor Act appr oved 8 August 1917. The Cont r act or wi l l be r equi r ed t o conduct t he wor k i n such manner as t o obst r uct navi gat i on as l i t t l e as possi bl e, and i n case t he Cont r act or ' s pl ant so obst r uct s t he channel as t o make di f f i cul t or endanger t he passage of any vessel s, sai d pl ant shal l be pr ompt l y moved on t he appr oach of any vessel t o such an ext ent as may be necessar y t o af f or d a pr act i cabl e passage. Upon compl et i on of t he wor k t he Cont r act or shal l pr ompt l y r emove hi s pl ant , i ncl udi ng r anges, buoys, pi l es, and ot her mar ks pl aced by hi m under t he cont r act i n navi gabl e wat er s or on shor e.

1. 5. 6 Hydr ogr aphi c Sur veys

Hydr ogr aphi c sur veys ar e post ed at t he f ol l owi ng web addr ess:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Sur vey number s ar e i ndi cat ed on t he dr awi ngs.

SECTI ON 01 11 00 Page 3

1. 6 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. 6. 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 ncl 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.

1. 6. 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. 6. 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 st 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 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. 7 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

SECTI ON 01 11 00 Page 4

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.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 5

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. 1. 1 Ref er ence

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 SUBMI TTALS

1. 4 JOB PAYMENT I TEMS

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on ( Li ne I t em 0001)

1. 4. 2 Tur bi di t y Moni t or i ng ( Li ne I t ems 0003, 0010, 0016, 0022 and

0028)

1. 4. 3 Endanger ed Speci es Obser ver s ( Hopper Dr edges Onl y, Li ne I t ems

0004, 0011, 0017, 0023 and 0029)

1. 4. 4 Mobi l i zat i on and Demobi l i zat i on f or Non- Capt ur e Sea Tur t l e

Tr awl Sweepi ng ( Hopper Dr edges Onl y, Li ne I t em 0005)

1. 4. 5 Dedi cat ed Manat ee and Sea Tur t l e Obser ver ( Cl amshel l Dr edgi ng

Onl y, Li ne I t ems 0007, 0013, 0019, 0025 and 0031)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Excavat i on, Uncl assi f i ed ( Li ne I t ems 0002, 0009, 0015, 0021 and 0027)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

1. 5. 1. 3 Uni t of Measur e

1. 5. 2 Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng ( Hopper Dr edges Onl y)

( Li ne I t ems 0006, 0012, 0018, 0024 and 0030)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

1. 5. 2. 3 Uni t of Measur e

1. 5. 3 St andby Ti me ( Li ne I t ems 0008, 0014, 0020, 0026 and 0032)

1. 5. 3. 1 Measur ement and Payment

1. 5. 3. 2 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 ct 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. 1. 1 Reference

The publ i cat i on l i s t ed bel ow f or ms a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. Thi s publ i cat i on i s 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 1110- 2- 1003 ( 2013) Hydr ogr aphi c Sur veyi ng

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 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:

SECTI ON 01 22 00 Page 2

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

Schedul e of Val ues; G, RO

Pr ovi de a br eakdown of l ump sum i t ems i nt o pr oposed pay act i v i t i es. 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. 4 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 l ump sum 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 l ump sum i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The l ump sum pr i ce and payment made f or each i t em l i st 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 l ump sum 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 l ump sum 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 schedul e.

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on ( Li ne I t em 0001)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o mobi l i zat i on and demobi l i zat i on and est abl i shment of i ni t i al pr oj ect management and coor di nat i on. See Cl ause PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 4. 2 Tur bi di t y Moni t or i ng ( Li ne I t ems 0003, 0010, 0016, 0022 and 0028)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o obt ai ni ng, anal yzi ng, and r epor t i ng t he r esul t s of moni t or i ng f or t ur bi di t y. See Section 01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG.

1. 4. 3 Endanger ed Speci es Obser ver s ( Hopper Dr edges Onl y, Li ne I t ems 0004, 0011, 0017, 0023 and 0029)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o endanger ed speci es obser ver s r equi r ed wi t h t he use of a hopper dr edge. See Sect i on

01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 4. 4 Mobi l i zat i on and Demobi l i zat i on f or Non- Capt ur e Sea Tur t l e Tr awl Sweepi ng ( Hopper Dr edges Onl y, Li ne I t em 0005)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o

SECTI ON 01 22 00 Page 3 mobi l i zat i on and demobi l i zat i on f or sea t ur t l e t r awl i ng and r el ocat i on.

See Cl ause PAYMENT FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. Al so, see Sect i on 01 57 20 ENVI RONMENTAL

PROTECTION.

1. 4. 5 Dedi cat ed Manat ee and Sea Tur t l e Obser ver ( Cl amshel l Dr edgi ng Onl y, Li ne I t ems 0007, 0013, 0019, 0025 and 0031)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o dedi cat ed manat ee and sea t ur t l e obser ver s r equi r ed when cl amshel l dr edgi ng. See Section 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 5 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 st 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.

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. 5. 1 Excavat i on, Uncl assi f i ed ( Li ne I t ems 0002, 0009, 0015, 0021 and 0027)

1. 5. 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 excavat i on, t r anspor t at i on, and di sposal of mat er i al s; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) and di sposal ar ea( s) ;

moni t or i ng of speci es i n t he di sposal ar ea( s) and not pai d f or i n ot her l i ne i t ems; noi se cont r ol ; debr i s r emoval ; i nst al l at i on, oper at i on or mai nt enance of t he el ect r oni c t r acki ng syst em f or sur vei l l ance of al l dr edgi ng and di sposal act i v i t i es. See Sect i on

35 20 23 DREDGI NG.

b. I nsof ar as consi st ent wi t h t he par agr aph CONTI NUI TY OF WORK of Section 35 20 23 DREDGI NG, 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 soundi ngs or sweepi ngs per f or med by t he Cont r act or behi nd t he dr edge. The t er m " ar ea desi gnat ed by t he Cont r act i ng Of f i cer " as used i n t he CONTI NUI TY OF WORK par agr aph, i s def i ned as " accept ance sect i on" .

c. Hydr ogr aphi c sur veys f or f i nal measur ement and payment and f or channel c l ear ance wi l l be made by t he Gover nment . Al l sur veys wi l l be per f or med i n accor dance wi t h USACE EM 1110- 2- 1003. Sur vey f r equenci es wi l l be t he same as t hose shown i n t he dr awi ngs and wi l l r emai n consi st ent t hr oughout t he cont r act .

1. 5. 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 aver age exi st i ng condi t i ons, but t he dept hs shown t her eon may be ver i f i ed and cor r ect ed

SECTI ON 01 22 00 Page 4 by soundi ngs t aken bef or e dr edgi ng. 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 usi on, f r aud, or obvi ous er r or .

b. The t ot al amount of mat er i al r emoved, and t o be pai d f or under t he cont r act , wi l l be measur ed by t he cubi c yar d i n pl ace and quant i t i es det er mi ned by t he aver age end ar ea met hod. The vol ume comput ed shal l be bet ween t he bot t om sur f ace shown by soundi ngs t aken wi t hi n 3 weeks bef or e dr edgi ng and t he bot t om sur f ace shown by t he soundi ngs t aken wi t hi n 3 weeks af t er t he wor k speci f i ed i n each accept ance sect i on i ndi cat ed on t he dr awi ngs has been compl et ed. The Cont r act or shal l gi ve 10 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 f or a pr e- dr edgi ng sur vey or af t er - dr edgi ng sur vey f or f i nal accept ance f or each accept ance sect i on. The quant i t y shal l i ncl ude t he vol ume wi t hi n t he l i mi t s of t he s i de sl opes descr i bed i n subpar agr aph " Si de Sl opes" of par agr aph REQUI RED DEPTH, ALLOWABLE OVERDEPTH, AND SI DE SLOPES of Section 35 20 23 DREDGI NG, l ess any deduct i ons t hat may be r equi r ed f or mi spl aced mat er i al descr i bed i n subpar agr aph " Mi spl aced Mat er i al s" of par agr aph DI SPOSAL OF EXCAVATED MATERI AL of Sect i on 35 20 23

DREDGING.

1. 5. 1. 3 Uni t of Measur e

Cubi c yar d.

1. 5. 2 Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng ( Hopper Dr edges Onl y) ( Li ne I t ems 0006, 0012, 0018, 0024 and 0030)

1. 5. 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 Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng. These pr i ces shal l i ncl ude cost s f or f ur ni shi ng l abor , equi pment , f uel , oi l , mat er i al s, and suppl i es r equi r ed f or t r awl sweepi ng t o c l ear and/ or r el ocat e sea t ur t l es f r om i n v i c i ni t y of t he dr edge, and shal l i ncl ude t he cost s of r epor t i ng as speci f i ed. See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

1. 5. 2. 2 Measurement

Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng wi l l be measur ed f or payment based upon t he dur at i on of per f or mance on a dai l y basi s. A day of t r awl sweepi ng i s def i ned as 24 hour s of cont i nuous t r awl i ng. The Cont r act or shal l conduct non- capt ur e t r awl sweepi ng as descr i bed i n par agr aph " Sea Tur t l e Non- Capt ur e Tr awl Sweepi ng" i n Sect i on 01 57 20 ENVI RONMENTAL

PROTECTION.

1. 5. 2. 3 Uni t of Measur e

Day.

1. 5. 3 St andby Ti me ( Li ne I t ems 0008, 0014, 0020, 0026 and 0032)

1. 5. 3. 1 Measur ement and Payment

St andby t i me f or dr edgi ng wi l l be pai d f or each hour or par t t her eof t hat t he pl ant i s not i n oper at i on by r equest of t he Cont r act i ng Of f i cer .

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

SECTI ON 01 22 00 Page 5 t he dr edge pl ant 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 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 i t em. The Cont r act i ng Of f i cer may cease oper at i ons subsequent t o t he i ni t i al 24- hour per i od f ol l owi ng a t ur t l e t ake. However , i f i t i s subsequent l y det er mi ned by t he Gover nment t hat a t ur t l e t ake r esul t ed f r om i mpr oper oper at i onal pr ocedur es, consi der at i on f or t he st andby t i me may be wi t hhel d by t he Gover nment .

1. 5. 3. 2 Uni t of Measur e

Hour.

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 " r equest 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" . Pr ovi de har d copi es of suppor t i ng i nvoi ces and quant i t y measur ement s t o suppor t al l r equest ed ear ni ngs.

Ensur e t hat sum of payment act i v i t i es do not exceed cont r act awar d CLI N f undi ng amount s, or " unbal anced" CLI Ns er r or wi l l pr event pr ocessi ng t he payment.

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

When addi t i onal wor k i s added by modi f i cat i on, exi st i ng CLI Ns f undi ng amount s must be updat ed, or new CLI Ns f or modi f i cat i on wi l l be cr eat ed.

I f cont r act has opt i on CLI Ns not yet awar ded, opt i on CLI Ns wi l l appear as zer o dol l ar CLI Ns unt i l opt i on i s awar ded by modi f i cat i on. No payment may be r equest ed f or Opt i ons or Modi f i cat i on CLI Ns unt i l cont r act modi f i cat i on has been f unded and si gned.

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SECTI ON 01 22 00 Page 6

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

1. 2 SUBMI TTALS

1. 3 PROJECT COORDI NATI ON

1. 3. 1 Resi dent Management Syst em ( RMS)

1. 3. 2 Coor di nat i on wi t h Ot her Cont r act s

1. 3. 2. 1 Adj acent Cont r act or

1. 3. 3 Access by Ot her s

1. 3. 4 I nspect i ons by Ot her s

1. 4 PROJECT MEETI NGS

1. 5 PRECONSTRUCTI ON CONFERENCE

1. 5. 1 Pr econst r uct i on Conf er ence Mi nut es

1. 5. 2 Pr econst r uct i on Conf er ence Submi t t al s

1. 5. 2. 1 Ot her Di v i s i on 01 Submi t t al s

1. 5. 2. 2 Di v i s i ons 02 t hr ough 48 Submi t t al s

1. 6 PARTNERI NG

1. 6. 1 I ni t i al Par t ner i ng Meet i ng

1. 6. 2 Par t ner i ng Regr oups

1. 7 NOTI CE TO PROCEED

1. 8 COORDI NATI ON MEETI NG

1. 9 PROGRESS MEETI NGS

1. 9. 1 Pr ogr ess Meet i ng Par t i c i pant s

1. 10 CONTRACTOR PERFORMANCE EVALUATI ONS

1. 10. 1 Tr ai ni ng

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 GENERAL MEETI NG REQUI REMENTS

3. 2 PROGRESS MEETI NG AGENDA

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SECTI ON 01 30 00

ADMI NI STRATI VE PROCEDURES

PART 1 GENERAL

1. 1 SUMMARY

Manage pr oj ect and coor di nat e act i v i t i es of own empl oyees, subcont r act or s, suppl i er s and of f s i t e f abr i cat or s. Cont r act or shal l use comput er s, E- mai l , and I nt er net r esour ces f or admi ni st r at i ve wor k. Not i f y Cont r act i ng Of f i cer of i mpor t ant meet i ngs, schedul e event s and act i v i t i es. Fur ni sh l abor and mat er i al s and equi pment r equi r ed t o pl an and execut e pr oj ect management f unct i ons and coor di nat i on. Coor di nat e act i v i t i es and manage r esour ces t o const r uct pr oj ect conf or mi ng t o cont r act , on t i me and wi t hi n budget . Rel at ed Sect i ons ar e 01 32 01 PROJECT SCHEDULE, and 01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR

QUALI TY CONTROL.

1. 2 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. Submi t t he f ol l owi ng pr econst r uct i on submi t t al i t ems no l at er t han 30 cal endar days af t er Not i ce t o Pr oceed:

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

Li st of Subcont r act or s

Document at i on of compl i ance wi t h Cl auses SUBCONTRACTS ( LABOR STANDARDS) and LI MI TATI ONS ON SUBCONTRACTI NG of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1, and, i f i ncl uded, par agr aph

LI MI TATI ONS ON SUBSTI TUTI ONS FOR CERTAI N POSI TI ONS AND/ OR

SUBCONTRACTORS of Sect i on 00800 SPECI AL REQUI REMENTS i n Vol ume 1.

As par t of t he i ni t i al pr oj ect schedul e, submi t a l i s t of pr oposed subcont r act or s wi t h company name, per son t o cont act , st r eet addr ess, mai l addr ess, phone number , t ype of speci al t y and est i mat ed subcont r act quot e.

SD- 07 Cer t i f i cat es

Si gnat ur e Aut hor i t y

Fur ni sh a power of at t or ney or a not ar i zed l et t er of aut hor i t y f r om Cont r act or i dent i f y i ng l ocal r epr esent at i ves aut hor i zed t o s i gn cont r act document s.

Dr ug- Fr ee Wor k Pl ace Recor d

Document at i on of compl i ance wi t h Cl ause DRUG- FREE WORKPLACE of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 ( see subpar agr aphs

SECTI ON 01 30 00 Page 2

( b) ( 1) t hr ough ( b) ( 7) ) .

1. 3 PROJECT COORDI NATI ON

1. 3. 1 Resi dent Management Syst em ( RMS)

Cont r act or shal l use Cor ps of Engi neer s ' Resi dent Management Syst em f or const r uct i on i nf or mat i on management . See Sect i on 01 45 00 RESI DENT

MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) .

1. 3. 2 Coor di nat i on wi t h Ot her Cont r act s

1. 3. 2. 1 Adj acent Cont r act or

Act i ve dr edgi ng near t he pr oj ect s i t e may i mpact Cont r act or wor k. A separ at e cont r act i s under way f or Jacksonvi l l e Har bor Deepeni ng f r om Bar Cut - 3 St at i on 187+00 t o St at i on 210+00, f r om Bar Cut - 3 St at i on 210+00 t o Cut - 7 St at i on 10+00 and Advance Mai nt enance Ar ea 1.