19B0021PicayuneStrandMillerTramRoadRemovalSPECV2_RTA.pdf

W912EP19B0021

Jacksonville District

Picayune Strand Restoration Project Miller Tram and Road Removal and Associated Works

Collier County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Tram Road, Road Removal and Associated Works, Collier County, Florida

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

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 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 78 02 CLOSEOUT SUBMITTALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

DESIGNATION - C 584

PID - DG7301

STATE/COUNTY- FL/COLLIER

USGS QUAD - BELLE MEADE NE (1973)

MARKER: F = FLANGE-ENCASED ROD

SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: C 584 2003

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003 ROD/PIPE-DEPTH: 10.5 meters

HISTORY - Date Condition Report By

HISTORY - 20030612 MONUMENTED FLDEP

HISTORY - 20110507 GOOD INDIV

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)

THE MARK IS ABOUT 15.5 MI EAST OF NAPLES, ESTIMATED SECTION 31,

TOWNSHIP 49 SOUTH, RANGE 28 EAST.

TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 951 (COLLIER

BOULEVARD) AND COUNTY ROAD 876 (GOLDEN GATE BOULEVARD) ABOUT 8.0 MI

NORTHEAST OF NAPLES, GO EAST ON GOLDEN GATE BOULEVARD FOR 5.0 MI TO

THE INTERSECTION OF WILSON BOULEVARD, CONTINUE EAST ON GOLDEN GATE

BOULEVARD FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD,

TURN RIGHT ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.0 MI TO THE

INTERSECTION OF 40TH AVENUE SOUTHEAST AND THE MARK ON THE RIGHT, A

STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.6 FT WITH AN

NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH 40TH AVENUE

SOUTHEAST, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE LEVEL OF THE

NGS LOGO CAP.

LOCATED 96.0 FT SOUTHWEST OF POWER POLE NUMBER 581-10, 82.1 FT SOUTH

OF THE APPROXIMATE CENTERLINE OF 40TH AVENUE SOUTHEAST, 52.5 FT EAST

OF THE APPROXIMATE CENTERLINE OF EVERGLADES BOULEVARD AND 0.8 FT EAST

OF A CARSONITE WITNESS POST.

NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.

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

STATION RECOVERY (2011)

RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JH)

MARK FOUND ON WEST SIDE OF EVERGLADES BOULEVARD.

Picayune Strand Restoration Project

Section 00 31 21 -- Page 1 of 7

DESIGNATION - I75 90 A35

PID - AH1919

STATE/COUNTY- FL/COLLIER

USGS QUAD - CATHERINE ISLAND (1990)

MARKER: DD = SURVEY DISK

SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: DROP INLET APRON

STAMPING: I75 90 A35

MARK LOGO: FLDT

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007

HISTORY - Date Condition Report By

HISTORY - 1990 MONUMENTED FLDT

HISTORY - 20010612 GOOD LDBLS

HISTORY - 20020320 GOOD MAPTEC

HISTORY - 20070802 GOOD PICKET

STATION DESCRIPTION

STATION RECOVERY (2001)

RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 104.3 KM (64.8 MI) WEST OF ANDYTOWN, ABOUT 20.76 KM

(12.9 MI) EAST OF I-75 (EXIT 15) OVERPASS OVER COUNTY ROAD 951 NEAR

NAPLES IN COLLIER COUNTY FLORIDA. OWNERSHIP-FLORIDA DEPARTMENT OF

TRANSPORTATION

TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND STATE ROAD 29 (I-75

EXIT 14 A, ABOUT 45.1 KM (28.0 MI) EAST OF NAPLES) GO WEST ON I-75, 13.4

KM (8.35 MI) TO THE MARK ON THE LEFT IN THE MEDIAN.

THE MARK IS SET FLUSH WITH THE TOP OF A DROP INLETS CONCRETE APRON, FLUSH

WITH THE GROUND, AND ABOUT 1.5 M (5 FT) BELOW THE LEVEL OF THE I- 75

TRAFFIC LANES, 18.23 M (59.8 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND

LANES OF I- 75, 15.91 M (52.2 FT) NORTH OF THE CENTERLINE OF THE EAST

BOUND LANES OF I-75, 0.24 M (0.8 FT) NORTH OF THE EDGE OF THE CONCRETE

APRON AND 0.24 M (0.8 FT) EAST OF THE WEST EDGE OF THE CONCRETE APRON.

STATION RECOVERY (2007)

RECOVERY NOTE BY PICKETT AND ASSOCIATES 2007 (KR)

RECOVERED IN GOOD CONDITION.

Section 00 31 21 -- Page 2 of 7

DESIGNATION - I75 H 33

PID - AH1934

STATE/COUNTY- FL/COLLIER

USGS QUAD - CATHERINE ISLAND (1990)

MARKER: DD = SURVEY DISK

SETTING: 36 = SET IN A MASSIVE STRUCTURE

SP_SET: BRIDGE GUARDRAIL

STAMPING: BM I 75 H33

MARK LOGO: FLDT

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002

HISTORY - Date Condition Report By

HISTORY - 1990 MONUMENTED FLDT

HISTORY - 20010612 GOOD LDBLS

HISTORY - 20020320 GOOD MAPTEC

STATION DESCRIPTION

STATION RECOVERY (2001)

RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 97.8 KM (60.8 MI) WEST OF ANDYTOWN, ABOUT 27.2 KM (16.9

MI) EAST OF I-75 (EXIT 15) OVERPASS OVER COUNTY ROAD 951 NEAR NAPLES IN

COLLIER COUNTY FLORIDA. OWNERSHIP-FLORIDA DEPARTMENT OF TRANSPORTATION

TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND STATE ROAD 29 (I-75

EXIT 14 A , ABOUT 45.1 KM (28.0 MI) EAST OF NAPLES) GO WEST ON I-75, 7.0

KM (4.35 MI) TO THE EAST END OF THE OF CONCRETE BRIDGE NO. 030225 AND THE

MARK ON THE RIGHT.

THE MARK IS SET FLUSH ON THE TOP OF THE CONCRETE GUARDRAIL ON THE

NORTHEAST ABUTMENT OF BRIDGE NO.030227 (WEST BOUND LANE BRIDGE), ABOUT

0.9 M (3 FT) ABOVE THE LEVEL OF THE WESTBOUND LANES OF I-75, 7.10 M (23.3

FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF I-75, 0.58 M (1.9

FT) WEST OF THE EAST END OF THE CONCRETE GUARDRAIL AND 0.30 M (1.0 FT)

EAST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND ABUTMENT).

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)

RECOVERED AS DESCRIBED.

Section 00 31 21 -- Page 3 of 7

DESIGNATION - I75 P 32

PID - AH1900

STATE/COUNTY- FL/COLLIER

USGS QUAD - BELLE MEADE NE (1973)

MARKER: DD = SURVEY DISK

SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: BOX CULVERT HEADWALL

STAMPING: BM I75 P32

MARK LOGO: FLDT

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002

HISTORY - Date Condition Report By

HISTORY - 1990 MONUMENTED FLDT

HISTORY - 20010615 GOOD LDBLS

HISTORY - 20020319 GOOD MAPTEC

STATION DESCRIPTION

STATION RECOVERY (2001)

RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 22.0 KM (13.7 MI) EAST ALONG I-75 FROM NAPLES IN

SECTION 2, TOWNSHIP 50 SOUTH, RANGE 27 EAST, COLLIER COUNTY FLORIDA.

OWNERSHIP- FLORIDA DEPARTMENT OF TRANSPORTATION

TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NUMBER

951 (I- 75 EXIT 15 NEAR NAPLES) GO EAST ON I-75 10.0 KM (6.2 MI) TO THE

MARK ON THE RIGHT.

THE MARK IS SET FLUSH ON THE TOP OF A CONCRETE ENDWALL ON THE SOUTH END

OF A CONCRETE BOX CULVERT (CROSS-DRAIN), FLUSH WITH THE LEVEL OF THE

GROUND ON THE NORTH SIDE OF THE ENDWALL, AND ABOUT 0.9 M (3.0 FT) BELOW

THE LEVEL OF THE EASTBOUND LANES OF I-75, 16.09 M (52.8 FT) SOUTH OF THE

CENTERLINE OF THE EASTBOUND LANES OF I-75, 4.27 M (14.0 FT) EAST OF THE

WEST END OF CONCRETE ENDWALL.

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)

RECOVERED AS DESCRIBED.

Section 00 31 21 -- Page 4 of 7

DESIGNATION - I75 S 32

PID - AH1907

STATE/COUNTY- FL/COLLIER

USGS QUAD - BELLE MEADE NE (1973)

MARKER: DD = SURVEY DISK

SETTING: 36 = SET IN A MASSIVE STRUCTURE

SP_SET: BRIDGE GUARDRAIL

STAMPING: BM I75 S32

MARK LOGO: FLDT

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 04, 2002

HISTORY - Date Condition Report By

HISTORY - 1990 MONUMENTED FLDT

HISTORY - 20010615 GOOD LDBLS

HISTORY - 20020404 GOOD MAPTEC

STATION DESCRIPTION

STATION RECOVERY (2001)

RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 24.5 KM (15.2 MI) EAST ALONG I-75 FROM NAPLES IN

COLLIER COUNTY FLORIDA. OWNERSHIP-FLORIDA DEPARTMENT OF TRANSPORTATION

TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NUMBER

951 (I- 75 EXIT 15 NEAR NAPLES) GO EAST ON I-75 13.2 KM (8.2 MI) TO THE

EAST END OF CONCRETE BRIDGE NUMBER 030001 AND THE MARK ON THE LEFT. ALSO

FROM THE EVERGLADES BOULEVARD OVERPASS (BRIDGE NUMBER 030285 OVER I-75,

ABOUT 25.7 KM (16.0 MI) EAST ALONG I-75 FROM NAPLES) GO WEST ON I-75 1.1

KM (0.7 MI) TO THE EAST END OF BRIDGE NUMBER 030214 AND THE MARK ON THE

RIGHT.

THE MARK IS SET FLUSH ON THE TOP OF THE CONCRETE GUARDRAIL ON THE

NORTHEAST ABUTMENT OF BRIDGE NUMBER 030214 (WESTBOUND LANE BRIDGE), ABOUT

0.9 M (3.0 FT) ABOVE THE LEVEL OF WESTBOUND LANES OF THE I-75 TRAFFIC

LANES, 7.22 M (23.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF

I-75, 0.40 M (1.3 FT) WEST OF THE OF THE CONCRETE GUARDRAIL AND 0.40 M

(1.3 FT) EAST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND ABUTMENT).

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)

RECOVERED AS DESCRIBED.

Section 00 31 21 -- Page 5 of 7

DESIGNATION - I75 Z 32

PID - AH1922

STATE/COUNTY- FL/COLLIER

USGS QUAD - CATHERINE ISLAND (1990)

MARKER: DD = SURVEY DISK

SETTING: 36 = SET IN A MASSIVE STRUCTURE

SP_SET: BRIDGE GUARDRAIL

STAMPING: BM I75 Z32

MARK LOGO: FLDT

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002

HISTORY - Date Condition Report By

HISTORY - 1990 MONUMENTED FLDT

HISTORY - 20010612 GOOD LDBLS

HISTORY - 20020320 GOOD MAPTEC

STATION DESCRIPTION

STATION RECOVERY (2001)

RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)

THE MARK IS ABOUT 103.0 KM (64.0 MI) WEST OF ANDYTOWN, ABOUT 22.0 KM

(13.7 MI) EAST OF I-75 (EXIT 15) OVERPASS OVER COUNTY ROAD 951 NEAR

NAPLES IN COLLIER COUNTY FLORIDA. OWNERSHIP-FLORIDA DEPARTMENT OF

TRANSPORTATION

TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND STATE ROAD 29 (I-75

EXIT 14 A, ABOUT 45.1 KM (28.0 MI) EAST OF NAPLES) GO WEST ON I-75, 12.2

KM (7.55 MI) TO THE EAST END OF THE OF CONCRETE BRIDGE NO. 030219 AND THE

MARK ON THE RIGHT.

THE MARK IS SET FLUSH ON THE TOP OF THE CONCRETE GUARDRAIL ON THE

NORTHEAST ABUTMENT OF BRIDGE NO.030219 (WEST BOUND LANE BRIDGE), ABOUT

0.9 M (3 FT) ABOVE THE LEVEL OF THE WESTBOUND LANES OF I-75, 7.25 M (23.8

FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF I-75, 0.40 M (1.3

FT) WEST OF THE EAST END OF THE CONCRETE GUARDRAIL AND 0.43 M (1.4 FT)

EAST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND ABUTMENT).

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)

RECOVERED AS DESCRIBED.

Section 00 31 21 -- Page 6 of 7

DESIGNATION - M 598

PID - DG8590

HT_MOD - This is a Height Modernization Survey Station.

MARKER: F = FLANGE-ENCASED ROD

SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: M 598 2004

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 23, 2004 ROD/PIPE-DEPTH: 4.0 meters

HISTORY - Date Condition Report By

HISTORY - 20040204 MONUMENTED FLDEP

HISTORY - 20040123 GOOD FLDEP

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)

THE MARK IS ABOUT 16.0 MI EAST OF NAPLES, ESTIMATED SECTION 30, TOWNSHIP

50 SOUTH, RANGE 28 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY ROAD

951 (EXIT 101, COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO NORTH

ON COUNTY ROAD 951 (COLLIER BOULEVARD) FOR 3.6 MI TO THE JUNCTION OF

COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT AND WHITE BOULEVARD ON THE

RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER BOULEVARD) FOR 1.2 MI

TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY ROAD 876) ON THE RIGHT,

TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY ROAD 876) AND GO EAST FOR 5.0

MI TO THE INTERSECTION OF WILSON BOULEVARD, CONTINUE EAST ON GOLDEN GATE

BOULEVARD (COUNTY ROAD 876) FOR 3.85 MI TO THE INTERSECTION OF

EVERGLADES BOULEVARD, TURN RIGHT ON EVERGLADES BOULEVARD AND GO SOUTH FOR

5.3 MI TO THE UNDERPASS OF INTERSTATE 75, CONTINUE SOUTH ON EVERGLADES

BOULEVARD FOR 4.8 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD

DRIVEN TO REFUSAL AT A DEPTH OF 13.2 FT WITH A NGS LOGO CAP FLUSH WITH

THE GROUND AND LEVEL WITH EVERGLADES BOULEVARD, THE DATUM POINT IS

RECESSED 0.5 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 22.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF 84TH AVENUE SE,

20.8 FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES BOULEVARD AND

1.4 FT WEST OF A CARSONITE WITNESS POST.

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

NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.

STATION RECOVERY (2004)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)

RECOVERED AS DESCRIBED.

Section 00 31 21 -- Page 7 of 7

SECTION 00 33 50

WEATER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The below stated water levels 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 00 33 50 are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD) unless otherwise noted.

2. The Miller Tram and Tram Road Removal and Associated Works project area is located as indicated in the Plans and Specifications. Within and near the project area there are four large drainage canals flowing from north to south. From west to east, they include the Miller, Faka Union, Merritt and Prairie Canals. Near the south end of the project area, the Prairie Canal merges with the Merritt Canal, and the Merritt Canal and Miller Canal merge with the Faka Union Canal. The Miller, Faka Union and Merritt Pump Stations have been constructed in the vicinity of the Miller, Faka Union and Merritt Canals respectively.

3. Various types of weirs have been installed on the four canals to prevent overdrainage. Water levels in Miller Canal are regulated by structures Faka Union Weir #1 (FU-1), Miller-1 through Miller-3 and Golden Gate Canal Weirs #3 and #4 (GG-3 and GG-4). FU-1 is the outfall weir of the Faka Union Canal downstream of the project area. The South Florida Water Management District (SFWMD) operates these structures. Information about these and other South Florida Water Management District (SFWMD) Big Cypress Basin structures and gages can be requested from the SFWMD.

4. Water stages in the project area are mainly affected by flow in the Miller Canal; Miller Weir #3 (Miller-3), Miller Weir #2 (Miller-2), and Miller Weir #1 (Miller-1); and rainfall, runoff, and evapotranspiration.

5. Although Merritt Pump Station is an operational pump station, the Faka Union Pump Station and Miller Pump Station are not yet fully operational. The Faka Union and Miller Pump Stations are anticipated to become fully operational in FY-2023 at the time of Special Plug construction in the respective canals at their sites. In Miller Canal, a broad crested weir has been constructed approximately 400 feet downstream of the Miller Pump Station tieback levee location and will maintain upstream flood damage reduction levels consistent with and as a supplement to the upstream Miller-2 weir.

Water can flow over the Miller broad crested weir when it exceeds the crest elevation of 4.9 ft NAVD (6.24 ft NGVD respectively). The design discharge of this broad crested weir is 1,250 cfs. The Miller Canal stages will be managed through use of the broad crested weir at least until Special Plug construction in Miller Canal at the site of Miller Pump Station. Miller Canal Special Plug construction is anticipated to occur in FY-2023. At the time of construction of the Miller Special Plug, Miller Pump Station will become fully operational. Subsequently, Miller-1, Miller-2 and the Miller broad crested weir will no longer be needed and are expected to be removed.

6. Water surface elevations at the MLRI75 gage for the period of record July 7, 2000 to April 2, 2019 are shown in Figure 1. This gage is located upstream of the project area at the intersection of Miller Canal and Interstate 75. The maximum stage at MLRI75 during the period of record was

10.91 feet, NGVD on September 11, 2017. The minimum stage at MLRI75 during the period of record was 3.99 feet, NGVD on May 20, 2017. Headwater

SECTION 00 33 50 Page 2 elevations for FU-1 are shown in Figure 2. The maximum and minimum stages at FU-1 headwater during the period of record July 14, 2000 to April 7, 2019 were 5.46 feet, NGVD on September 11, 2017 and 0.30 feet, NGVD on June 4 and 5, 2001, respectively. All stage data provided in this Section 00 33 50 are provisional and subject to revision. In general, historic water levels and discharges are not necessarily indicative of future water levels and discharges. It is possible that historic water levels and discharges will be exceeded during the contract period.

7. The contractor should not expect that water levels/flows will be manipulated for contractor. The contractor should not expect “no flow” or dry conditions during the contract period. The contractor may be able to obtain hydrometeorological data from the Jacksonville District, Water Management Section’s website, which can be found at:

https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ and also the SFWMD’s website which can be found at: https://www.sfwmd.gov

8. Water levels and flows in the project area may change suddenly. There may be extended periods of high flows during the contract period, depending on hydrometeorologic conditions.

9. 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.

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: https://www.ncdc.noaa.gov/

10. The climate of the project area is essentially subtropical and humid.

Temperatures below freezing are rare. The wet season 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. 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 Miami-South Florida forecast office can be found at: https://www.weather.gov/mfl/.

11. The following data are provided:

SECTION 00 33 50 Page 3

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 0.10 inches is provided for the project area in the below table. This information is based on data obtained from Station NAPLES located at latitude: 26.1686 and longitude: -81.7158.

Average Number of Days per Month With Precipitation >= 0.10 Inches

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

NAPLES 2 3 2 2 4 8 9 10 9 4 2 2

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.

Figure 1

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

12.00

2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018

E le va tio n (f ee t, N G

V D

MLR175 Water Level (July 7, 2000 through April 2, 2019)

A maximum elevation of 10.91 feet, NGVD was recorded on September 11, 2017.

A minimum elevation of 3.99 feet, NGVD was recorded on May 20, 2017.

Figure 2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

E le va tio n (f ee t, N G

V D

FU1 Headwater Elevation (July 14, 2000 through April 7, 2019)

A maximum headwater elevation of 5.46 feet, NGVD was recorded on September 11, 2017.

A minimum headwater elevation of 0.3 feet, NGVD was recorded on June 4 and 5, 2001.

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 Objective

1.2.2 Project Description

1.2.2.1 Base

1.2.2.2 Option 1

1.2.2.3 Option 2

1.2.2.4 General Requirements

1.2.3 Location

1.2.4 Safety Requirements

1.2.5 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

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 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

1.10 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Objective

The objective of this project is to return the graded roadways and logging trams to a natural topographic profile based on the adjacent undisturbed ground to re-establish sheetflow. High spots that are not historic uplands, such as berms or spoil piles that obstruct or channelize flow are not acceptable.

1.2.2 Project Description

1.2.2.1 Base

Contractor shall remove and regrade all east-west roads (shown on plans), to level undisturbed ground (including logging trams, existing roads and adjacent ditches, swales, and spoil in the area) bounded by Miller Canal to the east, the Tieback Levee to the north, 82nd Avenue SE to the south, and to the ends of the roads on the west. Miller Boulevard shall not be degraded; however, the spoil and swales along Miller Boulevard shall be leveled to undisturbed ground. Heavy equipment involved in this work will be allowed to travel across and along Miller Boulevard. Additionally, 68th Avenue SE shall not be degraded, but the adjacent spoil and swales shall be leveled.

1.2.2.2 Option 1

Option 1 work includes the removal and regrading of all existing logging trams, east-west roads (asphalt surface where present) and their adjacent ditches and spoil in the area bounded by 84th Avenue SE to the north, Miller Canal to the east, 100th Avenue SE to the south, and the ends of the east-west roads to the west. Miller Boulevard shall not be degraded;

however, the spoil and swales along Miller Boulevard shall be leveled to undisturbed ground.

1.2.2.3 Option 2

Option 2 work includes the removal and regrading of all existing remaining east-west roads (asphalt surface where present) and their adjacent ditches

SECTION 01 11 00 Page 2 and spoil in the area bounded by 102nd Avenue SE to the north, Miller Canal to the east, the end of Miller Boulevard at the gate below 128th Avenue SE and the ends of the east-west roads to the west. Miller Boulevard shall not be degraded; however, the spoil and swales along Miller Boulevard shall be leveled to undisturbed ground.

1.2.2.4 General Requirements

The west ends of the east-west roads are variable. The roads west of Miller Boulevard increase in length from 70th Avenue SE (about 0.25 miles) to 128th Avenue SE (about 0.35 miles) because the boundary of the project and Miller Boulevard are not exactly parallel. Additionally, 66th and 68th Avenue SE end about 1.25 miles west of the centerline of Miller Boulevard. Portions of 126th Avenue SE west of Miller Boulevard and 128th Avenue SE just east and west of Miller Boulevard have adjacent environmentally sensitive areas (hazardous waste sites) and shall not be degraded. These road sections shall be clearly marked in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION.

All of the roads, with the exception of the actual roadbeds along the rehabilitation sites mentioned above, shall require degrading out to about 10 ft beyond the spoil mounds. The width of the major roads to be cleared and degraded, including 100th and 128th, is typically approximately 220 ft; however, these widths will vary somewhat. Contractor shall clear and grub along all roads within the limits of construction as shown on the plans. Vegetative debris from clearing shall be consolidated and burned.

Any large woody remnants from burning the vegetation shall be stockpiled along the Miller Canal. Any human-made trash encountered on the construction footprints shall be removed from the site for appropriate disposal.

The Contractor shall fill the adjacent swales and road ditches to undisturbed ground using suitable material recovered from the adjacent existing roads and berms or spoils. The material placed in the adjacent swales and ditches shall be compacted with heavy equipment during leveling of the site. Expect some-to-many large boulders to be encountered. Where large boulders are encountered, bury with 2 ft of spoil cover.

Any culverts encountered shall be removed and disposed. The culverts are oval shaped approximately 12 inches high and 24 inches wide, are corrugated steel, and many have collapsed and been covered with fill to level the road.

Logging trams shall typically have vegetation cleared out to a width of approximately 75 ft, after which the raised trams and adjacent swales shall be leveled to the adjacent natural grade beyond the construction footprint.

After completion of the road and logging tram removal and degrading, the Contractor shall perform a survey of the area to establish the extent of construction for as-builts and progress payment purposes.

1.2.3 Location

The Picayune Strand Restoration project is located within the land owned by the State of Florida Board of Trustees of the Internal Improvement Trust Fund and controlled by the Florida Forest Service. It is located south of I-75, west of Prairie Canal/Basil Road, north of Tamiami Trail, and east of Belle Meade.

SECTION 01 11 00 Page 3

1.2.4 Safety Requirements

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

1.2.5 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 or observed field conditions.

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.

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

SECTION 01 11 00 Page 4

1.6.2 Layout

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

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs shall 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

SECTION 01 11 00 Page 5 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.

1.8.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall 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. The number of actual adverse weather delay days shall include 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 of measure shall be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this specification is the standard U.S. system. 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.

1.10 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

It is understood and agreed by the parties hereto that the project works being performed under this contract are for the benefit of the South

SECTION 01 11 00 Page 6

Florida Water Management District, which agency, as the representative of the State of Florida, is responsible for acquisition of lands upon which the construction is to take place. This responsibility is pursuant to authorizing legislation of the Congress of the United States of America.

It is clearly understood that the project works to be constructed herein, upon completion, will be turned over to that agency for operation and maintenance as part of the Government's project agreement obligation.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Clearing and Grubbing (Line Items 0001, 0006, and 0011)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Road Removal (Line Items 0002, 0007, and 0012)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Tram Road Removal (Line Items 0003 and 0008)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Contracting Officer's Field Office (Line Items 0004, 0009, and

0013)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Partnering Regroup (Line Items 0005, 0010, and 0014)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

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

SECTION 01 22 00 Page 2

1.4 JOB PAYMENT ITEMS

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

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

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed 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 Items 0001, 0006, and 0011)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to the clearing and grubbing the site and disposal of vegetation and debris encountered and environmental monitoring/coordination. See Section 31 11 00 CLEARING AND GRUBBING and plans for limits.

1.5.1.2 Measurement

The total amount of area to be paid for under this contract will be measured by the area of land cleared and grubbed determined by surveys at 100-ft intervals.

SECTION 01 22 00 Page 3

1.5.1.3 Unit of Measure

Acre.

1.5.2 Road Removal (Line Items 0002, 0007, and 0012)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to removing existing trams (where applicable), degrading roadways and spoil/berm piles, and environmental monitoring/coordination. This includes access road maintenance, culvert removal, spreading the degraded spoil/berm, asphalt (where applicable), traffic control, and burying or processing boulders. See Section 31 00 00 EARTHWORK.

1.5.2.2 Measurement

The total amount of area to be paid for under this contract will be measured by the area of road degraded determined by surveys at 100-ft intervals. The Contractor shall perform the surveys to support progress payments. The Government will perform surveys for final payment through conventional topographic and aerial survey methods.

1.5.2.3 Unit of Measure

Acre.

1.5.3 Tram Road Removal (Line Items 0003 and 0008)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to removing existing trams and spoil/berm piles and environmental monitoring/coordination. This includes access road maintenance, spreading the degraded spoil/berm, traffic control, and burying or processing boulders. See Section 31 00 00 EARTHWORK.

1.5.3.2 Measurement

Measurement shall be made per acre of tram road degraded as indicated on the drawings. The Contractor shall perform the surveys to support progress payments. The Government will perform QA verifications as needed through conventional topographic and aerial survey methods.

1.5.3.3 Unit of Measure

Acre.

1.5.4 Contracting Officer's Field Office (Line Items 0004, 0009, and 0013)

1.5.4.1 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 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

SECTION 01 22 00 Page 4

1.5.4.2 Measurement

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

1.5.4.3 Unit of Measure

Month.

1.5.5 Partnering Regroup (Line Items 0005, 0010, and 0014)

1.5.5.1 Payment

Payment will be made for costs associated with or 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.

1.5.5.2 Measurement

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

1.5.5.3 Unit of Measure

Each.

PART 2 PRODUCTS (NOT APPLICABLE)

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 "Request Activity Earnings" 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. Current as-built drawings.

SECTION 01 22 00 Page 5

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.

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SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Coordination with Other Contracts

1.3.2.1 Contractor Shared Space or Facilities

1.3.2.2 Work by Others

1.3.3 Access by Others

1.3.4 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

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

-- 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. Contractor shall 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. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Draft Joint Risk Register

Contractor shall request a sample template from Contracting Officer Representative or receive Government approval for a Contractor's template form prior to submission. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700…