VOLUME 2 Manatee Offloading.pdf

W912EP20B0006

Jacksonville District

Manatee Harbor DMMA Off-loading 2020

Manatee County, Florida

Construction Solicitation and Specifications

Volume 2 of 2

See Volume 1 of 2 for Issue Date 22 JULY 2020

Manatee Harbor DMMA Off-loading 2020 Manatee County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21.10 CONTROL MONUMENT DESCRIPTIONS - EXCAVATION SITE

00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - DISPOSAL SITE

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912EP-20-B-0006

SECTION 00 31 21.10 CONTROL MONUMENT DESCRIPTIONS

EXCAVATION SITE

00 31 21.10 Page 1

SECTION 00 31 21.10

CONTROL MONUMENTS DESCRIPTIONS – EXCAVATION SITE

Designation: J13-191-1

PID: BBDH92

Stamping: J13-191-1 2013

Stability: May hold, commonly subject to ground movement

Setting: Set into or on top of metal pipe driven into ground

Description: Mark is located in Manatee County at the Manatee County Disposal Area.

To reach the mark from the intersection of US 275 and US 41 (Tamiami Trail) travel

North on US 41 for 3.3 miles to Piney Point Rd. Turn left on Piney Point Rd and go

Northwest for 0.35 miles to Hardee Rd and the entrance to the Manatee County

Disposal Area on the right. Turn onto the entrance road and travel 0.2 miles to the mark on the left, at the Southwest corner of the Dike around the disposal area.

Observed: 2013-09-27T12:21:00Z

Source: OPUS - page5 1209.04

SECTION 00 31 21.10 CONTROL MONUMENT DESCRIPTIONS

EXCAVATION SITE

00 31 21.10 Page 2

Designation: J13-191-2

PID: BBDH93

Stamping: J13-191-2 2013

Stability: May hold, commonly subject to ground movement

Setting: Set into or on top of metal pipe driven into ground

Description: Mark is located in Manatee County, FL., at the Manatee County Disposal Area.

To reach the Mark from the intersection of US 275 and US 41 (Tamiami Trail), travel

North on US 41 for 3.3 miles to Piney Point Rd on the left. Turn left and go Northwest on Piney Point Rd for 0.2 miles to Hardee Rd and the entrance road to Manatee County

Disposal Area on the right. Turn right on entrance road and travel along entrance road and follow the top of levee for 0.8 miles, to the Mark on the left at the North

Observed: 2013-09-28T12:38:00Z

Source: OPUS - page5 1209.04

SECTION 00 31 21.20 CONTROL MONUMENT DESCRIPTION – DISPOSAL SITE

SECTION 00 31 21.20 Page 1

DESIGNATION - PALM BAY

PID - DO5107

STATE/COUNTY- FL/MANATEE

MARKER: SURVEY DISK

SETTING: METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL

INFORMATION.

STAMPING: PALM BAY 2011

MARK LOGO: FL-081

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

ROD/PIPE-DEPTH: 2.4 meters

STATION DESCRIPTION BY ZNS ENGINEERING 2011 (TBB)

THE MARK IS ABOUT 9.5 MI WEST-SOUTHWEST OF PARRISH, 3.1 MI NORTH OF

BRADENTON, 1.5 MI NORTH OF PALMETTO, IN SECTION 11, TOWNSHIP 34 SOUTH,

RANGE 17 EAST, OWNERSHIP—ROAD RIGHT-OF-WAY.

TO REACH THE MARK FROM THE POST OFFICE IN PALMETTO, GO WEST ON SEVENTH

STREET WEST FOR 0.12 MI TO THE INTERSECTION OF EIGHTH AVENUE WEST (U.S.

HIGHWAY 41). TURN RIGHT ON EIGHTH AVENUE WEST (U.S. HIGHWAY 41) AND GO

NORTH FOR 1.12 MI TO THE JUNCTION OF 23RD STREET WEST ON THE LEFT. TURN

LEFT ON 23RD STREET WEST AND GO NORTHWEST FOR 0.08 MI TO THE JUNCTION OF

EIGHTH AVENUE WEST ON THE RIGHT. TURN RIGHT ON EIGHTH AVENUE WEST AND GO

NORTH FOR 0.63 MI TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO

REFUSAL AT A DEPTH OF 8.0 FT WITH AN ALUMINUM DISK ATTACHED AND ENCASED

IN A 4-INCH PVC PIPE RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND.

LOCATED 100.0 FT EAST-SOUTHEAST OF A FIRE HYDRANT, 50.1 FT WEST OF THE

NORTHEAST CORNER OF A CHAIN LINK FENCE, 40.7 FT SOUTH OF A SEWER

MANHOLE, 23.3 FT NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE

AND 1.0 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST.

STATION RECOVERY NOTE BY HYATT SURVEY SERVICES 2016 (DR)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21.20 Page 2

DESIGNATION - PALM SHORES

PID - DO5109

SETTING: ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)

STAMPING: PALM SHORES 2011

MARK LOGO: ZNS

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

ROD/PIPE-DEPTH: 5.1 meters

STATION DESCRIPTION BY ZNS ENGINEERING 2011 (TBB)

THE MARK IS ABOUT 9.2 MI WEST-SOUTHWEST OF PARRISH, 3.6 MI NORTH OF

BRADENTON, 2.0 MI NORTH OF PALMETTO, IN SECTION 2, TOWNSHIP 34 SOUTH,

RANGE 17 EAST, OWNERSHIP—ROAD RIGHT-OF-WAY.

TO REACH THE MARK FROM THE POST OFFICE IN PALMETTO, GO WEST ON SEVENTH

STREET WEST FOR 0.12 MI TO THE INTERSECTION OF EIGHTH AVENUE WEST (U.S.

HIGHWAY 41). TURN RIGHT ON EIGHTH AVENUE WEST (U.S. HIGHWAY 41) AND GO

NORTH FOR 1.12 MI TO THE JUNCTION OF 23RD STREET WEST ON THE LEFT. TURN

LEFT ON 23RD STREET WEST AND GO NORTHWEST FOR 0.08 MI TO THE JUNCTION OF

EIGHTH AVENUE WEST ON THE RIGHT. TURN RIGHT ON EIGHTH AVENUE WEST AND GO

NORTH FOR 0.62 MI TO THE INTERSECTION OF 33RD STREET WEST. TURN RIGHT ON

33RD STREET WEST AND GO EAST FOR 0.26 MI TO THE JUNCTION OF FIFTH AVENUE

WEST ON THE LEFT. TURN LEFT ON FIFTH AVENUE WEST AND GO NORTH FOR 0.54

MI TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH

OF 16.8 FT WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)

PVC PIPE RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND.

LOCATED 64.0 FT SOUTHWEST OF A FIRE HYDRANT, 45.6 FT NORTHEAST OF A

SQUARE CUT IN THE CENTER OF A HEADWALL, 42.8 FT WEST-NORTHWEST OF A NAIL

AND DISK IN THE WEST SIDE OF A WOODEN POWER POLE, 36.8 FT SOUTHEAST OF A

NAIL AND DISK IN THE EDGE OF PAVEMENT AND 1.0 FT NORTH-NORTHWEST OF A

CARSONITE WITNESS

POST.

SECTION 00 31 21.20 Page 3

DESIGNATION - M 005

PID - AG9110

INFORMATION.

STAMPING: GIS 005

MARK LOGO: FL-081

PROJECTION: RECESSED 30 CENTIMETERS

MAGNETIC: BAR MAGNET IMBEDDED IN MONUMENT

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - 1987

ROD/PIPE-DEPTH: 1.8 meters

STATION DESCRIPTION BY MANATEE COUNTY FLORIDA 1987 (TMJ)

THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF PALMETTO AND 3 MILES

NORTHWEST OF ELLENTON.

TO REACH THE STATION FROM THE NORTH END OF THE DESOTO MEMORIAL BRIDGE

OVER THE MANATEE RIVER ON STATE ROAD 55(US41-301), GO NORTH ON STATE ROAD

55 FOR 3.7 MILES TO THE INTERSECTION WITH 49TH STREET EAST (EXPERIMENTAL

FARM ROAD), TURN RIGHT, GO EAST FOR 0.6 MILES TO THE INTERSECTION WITH

16TH AVENUE EAST (CANAL ROAD) AND THE STATION ON THE LEFT.

THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED---MANATEE

COUNTY GEOGRAPHIC INFORMATION SYSTEM GIS 005---SET ON ONE THREE FOOT

SECTION OF BERNTSEN TS-R-3 ROD ATTACHED TO ONE THREE FOOT SECTIONS OF

BERNTSEN HDR-R-3 ROD HAMMERED TO REFUSAL.

THE MARK IS 12 INCHES BELOW GROUND SURFACE. IT IS ABOUT 15 FEET WEST OF

THE CENTER OF CANAL ROAD AND 64 FEET NORTHWEST OF THE CENTER LINE

INTERSECTION OF 49TH STREET EAST AND 16TH AVENUE EAST.

A CARSONITE WITNESS POST WAS SET AT THE STATION.

STATION RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)

SECTION 00 31 21.20 Page 4

DESIGNATION - SUMTER

PID - DO4867

INFORMATION.

STAMPING: NAVD 1988 SUMTER 2011

MARK LOGO: FL-081

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

ROD/PIPE-DEPTH: 1.5 meters

STATION DESCRIPTION BY MANATEE COUNTY FLORIDA 2011 (TC)

THE STATION IS LOCATED ABOUT 7.8 MI WEST-SOUTHWEST OF PARRISH, 4.4 MI

NORTH-NORTHEAST OF BRADENTON AND 2.9 MI NORTH-NORTHEAST OF PALMETTO.

OWNERSHIP-MANATEE COUNTY-ROAD RIGHT-OF-WAY.

TO REACH FROM THE OVERPASS OF INTERSTATE 275 AND US HIGHWAY 41, GO SOUTH-

SOUTHWEST ON US HIGHWAY 41 FOR 1.40 MI TO AN INTERSECTION. TURN LEFT AND

GO SOUTH ON CANAL ROAD/16TH AVENUE EAST FOR 0.58 MI TO THE STATION ON THE

LEFT.

IT IS 28.8 FT EAST OF THE EAST EDGE OF CANAL ROAD/16TH AVENUE EAST, 25.8

FT SOUTH OF THE SOUTH EDGE OF 49TH STREET EAST/EXPERIMENTAL FARM ROAD,

24.2 FT NORTHEAST OF A STOP SIGN, 26.1 FT NORTH OF A CHAIN LINK FENCE,

0.8 FT WEST OF A FIBERGLASS WITNESS POST AND ABOUT 0.1 FT LOWER THAN THE

GROUND.

NOTE-ROD WAS DRIVEN TO REFUSAL.

SECTION 00 31 21.20 Page 5

DESIGNATION - CHARLOTTE

PID - DN9438

STAMPING: CHARLOTTE 2010

MARK LOGO: FL-081

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017

ROD/PIPE-DEPTH: 4.4 meters

STATION DESCRIPTION BY ZNS ENGINEERING 2010 (TBB)

THE MARK IS LOCATED ABOUT 6.6 MI WEST-SOUTHWEST OF PARRISH, 4.9 MI

NORTHEAST OF BRADENTON AND 3.7 MI NORTHEAST OF PALMETTO, IN SECTION 5,

TOWNSHIP 34 SOUTH, RANGE 18 EAST, OWNERSHIP--ROAD RIGHT-OF-WAY.

TO REACH THE MARK FROM THE POST OFFICE IN ELLENTON, GO SOUTH ON 72ND

AVENUE EAST FOR 0.10 MI TO THE JUNCTION OF U.S. 301 ON THE RIGHT. TURN

RIGHT ON U.S. 301 AND GO WEST-SOUTHWEST FOR 2.55 MI TO THE JUNCTION OF

ELLENTON GILLETTE ROAD ON THE RIGHT. TURN RIGHT ON ELLENTON GILLETTE

ROAD AND GO NORTH FOR 2.43 MI TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY

ROD DRIVEN INTO THE GROUND AT A DEPTH OF 14.5 FT WITH AN ALUMINUM DISK

ATTACHED, WITH A CONCRETE CYLINDER POSITIONED AROUND THE ROD AND DISK,

BACKFILLED WITH CLEAN SAND AND BEING FLUSH WITH THE GROUND.

LOCATED 65.85 FT SOUTH OF A NAIL AND DISK IN THE EAST SIDE OF A WOOD

POWER POLE, 34.28 FT NORTHEAST OF A NAIL AND DISK IN THE SOUTHEAST SIDE

OF A PALM TREE, 27.06 FT WEST OF A NAIL AND DISK IN THE EDGE OF PAVEMENT,

22.15 FT EAST OF A NAIL AND DISK IN THE NORTH SIDE OF AN OAK TREE AND 2.3

FT EAST OF THE EDGE OF A SIDEWALK.

STATION RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2017 (TEC)

SECTION 00 31 21.20 Page 6

DESIGNATION - SEMINOLE

PID - DO4866

STAMPING: NAVD 1988 SEMINOLE 2011

MARK LOGO: FL-081

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

ROD/PIPE-DEPTH: 3.7 meters

STATION DESCRIPTION BY MANATEE COUNTY FLORIDA 2011 (TC)

THE STATION IS LOCATED ABOUT 8.0 MI WEST-SOUTHWEST OF PARRISH, 3.7 MI

NORTH-NORTHEAST OF BRADENTON AND 2.3 MI NORTHEAST OF PALMETTO.

OWNERSHIP-MANATEE COUNTY-ROAD RIGHT-OF-WAY.

GO SOUTH ON CANAL ROAD/16TH AVENUE EAST FOR 1.32 MI TO THE STATION ON THE

IT IS 20.2 FT EAST OF THE EAST EDGE OF CANAL ROAD/16TH AVENUE EAST, 11.0

FT NORTH OF THE NORTH EDGE OF MENDOZA ROAD/37TH STREET EAST, 6.2 FT

SOUTHWEST OF A UTILITY PEDESTAL, 8.6 FT NORTHWEST OF A STOP SIGN, 0.9 FT

SOUTH OF A FIBERGLASS WITNESS POST AND ABOUT 0.1 FT LOWER THAN THE

SECTION 00 31 21.20 Page 7

DESIGNATION - SANTA ROSA

PID - DO4869

INFORMATION.

STAMPING: NAVD 1988 SANTA ROSA 2011

MARK LOGO: FL-081

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

ROD/PIPE-DEPTH: 1.6 meters

DESCRIBED BY MANATEE COUNTY FLORIDA 2011 (TC)

THE STATION IS LOCATED ABOUT 8.4 MI WEST-SOUTHWEST OF PARRISH, 2.8 MI

NORTHEAST OF BRADENTON AND 1.7 MI EAST-NORTHEAST OF PALMETTO. OWNERSHIP-

MANATEE COUNTY-ROAD RIGHT-OF-WAY.

GO SOUTH ON CANAL ROAD/16TH AVENUE EAST FOR 2.36 MI TO THE STATION ON THE

IT IS 44.5 FT SOUTH OF THE CENTERLINE OF MEMPHIS ROAD/21ST STREET EAST,

40.6 FT EAST OF THE CENTERLINE OF CANAL ROAD/16TH AVENUE EAST, 22.0 FT

SOUTHWEST OF A FIRE HYDRANT, 12.2 FT SOUTHEAST OF A WOOD UTILITY POLE,

0.8 FT SOUTH OF A FIBERGLASS WITNESS POST AND ABOUT 0.1 FT LOWER THAN THE

NOTE-ROD WAS DRIVEN TO REFUSAL.

SECTION 00 31 21.20 Page 8

DESIGNATION - R 695

PID - DL1764

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

STAMPING: R 695 2007

MARK LOGO: NGS

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - August 28, 2015

ROD/PIPE-DEPTH: 4.4 meters

STATION DESCRIPTION BY FL DEPT OF ENV PRO 2007

THE MARK IS IN PALMETTO, NEAR THE JUNCTION OF U.S. BUSINESS HIGHWAY 41

AND THE OVERPASS OF U.S. HIGHWAY 41.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND LANES

(MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET, TAMIAMI TRAIL)

IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH STREET, TAMIAMI

TRAIL) FOR 3.25 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN

TO REFUSAL AT A DEPTH OF 14.5 FT WITH A NGS LOGO CAP RECESSED 0.1 FT

BELOW THE LEVEL OF THE GROUND AND ABOUT 0.8 FT BELOW THE LEVEL OF U.S.

BUSINESS HIGHWAY 41, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL

OF THE NGS LOGO CAP.

LOCATED 114.3 FT NORTH OF A DRIVEWAY AT 34221 U.S. BUSNINESS HIGHWAY 41,

50.6 FT WEST OF THE CENTERLINE OF U.S. BUSINESS HIGHWAY 41, 2.2 FT NORTH

OF A CONCRETE POWER POLE, 2.1 FT NORTH OF A CARSONITE WITNESS POST AND

1.4 FT SOUTH OF THE SOUTH END OF A VINYL PRIVACY FENCE.

NOTE: A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE

MONUMENT.

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

STATION RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (TC)

IT IS 162 FT SOUTH OF THE CENTERLINE OF LEISURE WAY AT LEISURE LAKE

COOPERATIVE AND 115 FT NORTH OF THE NORTHERLY CIRCULAR ASPHALT DRIVEWAY

AT 2815 BUSINESS HIGHWAY 41.

STATION RECOVERY NOTE BY HYATT SURVEY SERVICES 2015 (MJW)

RECOVERED AS DESCRIBED.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The below stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans. All elevations in this section of the report are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

2. The project area includes two locations: Port Manatee Dredge Material Management Area (DMMA) and Washington Park. Water levels in the project area are affected by rainfall, evaporation, wind, local runoff, and groundwater levels.

3. Note that all hydrometeorological data in this Section are provisional and subject to revision. In general, historic water levels and discharges are not necessarily indicative of future levels and discharges. The contractor should be able to obtain hydrometeorological data from the Southwest Florida Water Management District’s (SWFMD) website which can be found at: https://www.swfwmd.state.fl.us/.

4. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data – Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area. Subscription price and ordering information is available from the National Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http://www.ncdc.noaa.gov/

5. The climate of the area is essentially subtropical and humid. Temperatures below freezing are rare. The wet season in the project area is from May through October.

The hurricane season is from June through November. In general, the winter months constitute the dry season, and rainfall is usually associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. The summer months comprise the wet season and rainfall is closely associated with convective activity. These rainfall events are normally of short duration, and amounts are quite variable spatially. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into South Florida.

The project site is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather throughout the year. Weather forecasts as well as actual rainfall information from the National Weather Service Tampa Bay Area, Florida forecast office can be found at:

https://www.weather.gov/tbw/

6. The following data are provided:

https://www.swfwmd.state.fl.us/ http://www.ncdc.noaa.gov/ https://www.weather.gov/tbw/

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK

DAYS BASED ON 5-DAY WORK WEEK

The average number of work days in each calendar month with precipitation greater than or equal to 0.50 inches is provided for the Port Manatee DMMA and for Washington Park in the below respective tables. These tables are based on data obtained from two stations: Station PARRISH located at latitude 27.6089 and longitude -82.3478; and Station BRADENTON 5 ESE located at latitude 27.4467 and longitude -82.5014.

Average Number of Work Days per Month With Precipitation >= 0.50 Inches

Station PARRISH is to be used for the Port Manatee DMMA.

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

PARRISH 1 1 2 1 1 4 4 4 3 1 1 1

Station BRADENTON 5 ESE is to be used for Washington Park.

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

BRADENTON 5 ESE 1 1 2 1 1 4 4 5 3 1 1 1

The data was obtained from Climatography of the United States No. 20 Monthly Station Climate Summaries for Florida, published by the National Climatic Data Center, NOAA, for the period of record 1981-2010. The values in this table have been rounded to the nearest whole number.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Working Hours

1.2.3 Working Outside Regular Hours

1.2.4 Location

1.2.5 Safety Requirements

1.2.6 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Surveys

1.6 LAYOUT OF WORK

1.7 DAMAGE TO WORK

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

1.8.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.8.2 Contractor Responsibility

1.9 UNITS OF MEASURE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Manatee Harbor DMMA OFF-loading 2020, Manatee County, Florida.

EM 385-1-1 Safety and Health Requirements Manual

Surveys Electronic Survey Files Provided forHydrographic ODMDS Survey

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists of excavating material out of the Manatee Harbor Dredge Material Management Area (DMMA) located in Manatee County, Florida. The material will be transported via truck haul approximately

7.5 miles south to the Washington Park Placement Site. Project work consists of the construction of a haul road using satisfactory material from a site other than the DMMA to a finished crest elevation of 18.6 feet (NAVD88). Material from the DMMA will be excavated and placed at the southern end of the haul road from Sta. 21+00 to Sta. 31+00 to elevations up to 35 feet (NAVD88) or until fill material is exhausted. Contractor may not fill entire placement area as quantity of suitable material is unknown. The placed material will be surrounded by a perimeter silt fence. The Contractor is not responsible for the construction and maintenance of the Entrance road. Project work also includes clearing and grubbing, seeding, installation of HDPE culverts, and environmental monitoring.

1.2.2 Working Hours

Regular working hours must consist of a 12 hour period between 7:00 a.m.

and 7:00 p.m. Monday through Saturday, excluding Government holidays.

1.2.3 Working Outside Regular Hours

Work outside regular working hours requires Contracting officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, SECTION 01 11 00 Page 2 contract number and project title. Based on the justification provided, the Contracting officer may provide work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.2.4 Location

The Excavation site is located at the Manatee Harbor Dredge Material Management Area (DMMA). Washington Park Placement Site is located east of a railroad, south of 39th St. E., west of 8th Ave. E. and north of 30th St. E. situated in Palmetto, Florida.

1.2.5 Safety Requirements

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

1.2.6 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.4 Surveys

Surveys indicated in paragraph REFERENCES above are provided as separate

SECTION 01 11 00 Page 3 electronic files.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7 DAMAGE TO WORK

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

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

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.8.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

SECTION 01 11 00 Page 4

1.8.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include the number of actual adverse weather delay days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.9 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of work. Clearly denote which system of measure is being utilized, referenced or discussed on all survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S. system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S. system.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Culverts (Line Item 0004)

1.4.2 Endangered Species Observers (Line Item 0007)

1.4.3 Entrance Road Maintenance (Line Item 0010)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Clearing and Grubbing (Line Item 0001)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Haul Road Placement Material (Line Item 0002)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Excavation and Placement, Sta. 21+00 to Sta. 31+00 (Line Item

0003)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Seeding (Line Item 0005)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Silt Fencing (Line Item 0006)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Partnering Regroup (Line Item 0008)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Field Office (Line item 0009)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

SECTION 01 22 00 Page 1

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SECTION 01 22 00 Page 3 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Utility Invoices

Request for Progress Payment ; G, RO

1.4 JOB PAYMENT ITEMS

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

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

1.4.1 Culverts (Line Item 0004)

Payment will be made for costs associated with or incidental to installing the HDPE culvert pipes. Items include but is not limited to trenching, bedding, backfilling, compaction, and testing.

1.4.2 Endangered Species Observers (Line Item 0007)

Payment will be made for costs associated with and incidental to endangered species observers. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.3 Entrance Road Maintenance (Line Item 0010)

Payment will be made for costs associated with or incidental to maintenance and restoration of existing entrance road.

1.5 UNIT PRICE PAYMENT ITEMS

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

SECTION 01 22 00 Page 4 price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Clearing and Grubbing (Line Item 0001)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to clearing and grubbing.

1.5.1.2 Measurement

The total area of clearing and grubbing performed, as measured to the nearest 0.1 acre . Payment for clearing and grubbing is made for the total area within the designated limits at the contract unit price. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work.

1.5.1.3 Unit of Measure

Acre.

1.5.2 Haul Road Placement Material (Line Item 0002)

1.5.2.1 Payment

Satisfactory material from a site other than the DMMA will be required to construct the haul road from Sta. 0+00 to Sta. 21+00. Payment will be made for costs associated with or incidental to excavation, dewatering, transportation, placement of material; excavation,hauling and stockpiling of topsoil; post-work survey of material placement site; providing and maintaining access to the work site(s) and placement area(s); noise control; and, debris removal.

1.5.2.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by digital terrain model (DTM) surface to surface computations.

The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume

1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and grubbing and before fill placement, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Fill above required finished grades will not be included in quantities calculated for final payment.

The estimated quantity for this line item does not include tolerances.

SECTION 01 22 00 Page 5

DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below finished grade obtained from progress surveys performed by the Contractor in accordane with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.2.3 Unit of Measure

Cubic yard.

1.5.3 Excavation and Placement, Sta. 21+00 to Sta. 31+00 (Line Item 0003)

1.5.3.1 Payment

Payment will be made for cost associated with hauling satisfactory material from the DMMA and placing between Sta.21+00 to Sta. 31+00 as shown on the drawings. Incidental work includes excavation, dewatering, transportation, placement of material; excavation, hauling, stockpiling, and placement of topsoil; post-work survey of material placement site;

providing and maintaining access to the work site(s) and placement area(s); noise control; and, debris removal.

1.5.3.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by digital terrain model (DTM) surface to surface computations.

The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume

1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and grubbing and before fill placement, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Fill above required finished grades will not be included in quantities calculated for final payment.

The estimated quantity for this line item does not include tolerances.

DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below finished grade obtained from progress surveys performed by the Contractor in accordane with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.3.3 Unit of Measure

Cubic yard.

1.5.4 Seeding (Line Item 0005)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to seeding.

Said payment shall be full and complete compensation for the furnishing of all labor, equipment, materials, supervision, tools, supplies, and incidentals required for excavating, loading, hauling, placing, undercutting of excavation or under filling of embankments, leveling and preparing the topsoil, fertilizing, seeding, placing and anchoring the mulch, and watering the area for 28 days as needed to keep the ground

SECTION 01 22 00 Page 6 continually moist. See the following sections for the placing and measuring of the fertilizer, seed, mulch, and watering.

1.5.4.2 Measurement

The total area of seed placed, as measured to the nearest 0.1 acre.

Payment for seeding is made for the total area within the designated limits at the contract unit price. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work.

1.5.4.3 Unit of Measure

Acre.

1.5.5 Silt Fencing (Line Item 0006)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to furnishing and installing silt fencing.

1.5.5.2 Measurement

The total length of silt fence placed. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work.

1.5.5.3 Unit of Measure

Linear foot.

1.5.6 Partnering Regroup (Line Item 0008)

1.5.6.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.6.2 Measurement

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.6.3 Unit of Measure

Each.

1.5.7 Field Office (Line item 0009)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 50 02 TEMPORART CONSTRUCTION FACILITIES. Costs for such provision and maintenance of the Contractor's own field office

SECTION 01 22 00 Page 7 and other facilities will not be paid for under this line item.

1.5.7.2 Measurement

The amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

1.5.7.3 Unit of Measure

Month.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

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

3.1.1 Requesting Progress Payment

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

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

g. Progress photographs.

h. Working/current as-built drawings.

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

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.3.3 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes and Phone

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.5.3 Joint Risk Register

1.5.4 List of Subcontractors

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 04 CONTRACTOR

QUALITY CONTROL.

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

Signature Authority

Drug-Free Work Place Record

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

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

CONTRACTOR MODE (RMS CM).

1.3.2 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law

SECTION 01 30 00 Page 2 enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.3 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor will be responsible for neatly mowing all grass and vegetation (not to include established trees or other protected vegetation designated as wetland areas) within the construction limits for the duration of the Contract.

Areas not accessible to mowers must be edged or trimmed neatly. Mowing or trimming must be performed every three weeks or when vegetation exceeds twelve inches in height.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

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

Project meetings are described in detail in subparts below.

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP) acknowledgment. (Refer to subparagraph PRECONSTRUCTION CONFERENCE SUBMITTALS below.) Contracting Officer will notify Contractor of time, place, and agenda. Notify key subcontractors and suppliers to attend.

Contracting Officer will discuss contract ground rules and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- 00700 Contract Clauses -- 00800 Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- FDEP Permit Requirements -- Joint Risk Management Processes

1.5.1 Preconstruction Conference Minutes and Phone

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio

SECTION 01 30 00 Page 3 or video tapes if used will be made available for Contractor to review or copy at Area Office. Provide a professional-grade conference phone system for the preconstruction conference. The system must be comprised of a conference phone with at least four (4) microphones for full audio coverage of the conference room.

1.5.2 Preconstruction Conference Submittals

The timing of submission of submittals and completion of the Preconstruction Conference is intended to allow the Contractor and the Government adequate time to prepare for commencement of work. However, should the Contractor fail to submit required items and receive acceptance and/or approval within the times stated, the Contractor will not be permitted to commence work until these requirements have been satisfied.

Any delays attributable to the Contractor's failure to comply with these pre-work requirements must be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Submittals required by this Section are described in paragraph SUBMITTALS above.

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE

-- Accident…