EXEMPT_1190713ab_DRAFT_IRLSC44RSTASMF_Specs.pdf

CERP, IRL-S, C-44 Reservoir and Stormwater Treatment Area Seepage Management Feature - Relief Wells Contract A

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 00.25 10 CONSTRUCTION MANAGEMENT PLATFORM (CMP)

01 50 00.00 35 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 52 10.00 35 CONTRACTING OFFICER'S FIELD OFFICE

01 57 20.00 35 ENVIRONMENTAL PROTECTION

01 57 25.00 35 TURBIDITY AND DISPOSAL MONITORING

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 26 00.00 10 RELIEF WELLS

33 42 13 PIPE CULVERTS

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DRAFT

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 Location

1.2.3 Safety Requirements

1.2.4 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 Survey Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 EXISTING WORK

1.10 LOCATION OF UNDERGROUND UTILITIES

1.10.1 Notification Prior to Excavation

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

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

1.12 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Attachment A - CONTROL MONUMENT DESCRIPTIONS

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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 Geotechnical Data Report for INDIAN RIVER

LAGOON SOUTH (IRL-S), C-44 RESERVOIR AND

STORMWATER TREATMENT AREA (C-44 RSTA),

SEEPAGE MANAGEMENT FEATURE - RELIEF WELLS

CONTRACT A

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project work includes furnishing all plant, labor and materials for the C-44 Seepage Management Feature Project, consisting of installing 126 relief wells, documenting the well installation, performing pump testing, abandoning existing piezometers, and constructing the associated relief well outfall systems along the Western Reservoir Perimeter Canal at distinct locations on the west and south sides of the C-44 Reservoir site.

This work also includes excavation and grading, dewatering, cofferdam and surface water management necessary to place the manhole, outfall pipe and U-type endwall, removal and disposal of existing TRM, removal and disposal of existing riprap, demolition and disposal of existing concrete, disposal of excess materials, site grading and restoration to restore the work to pre-existing conditions or better, abandoning existing piezometers, and work incidental to the drawings and specifications.

The contract Base includes construction of 116 relief wells and associated outfall systems (RW-W01 through RW-W97, and RW-S01 through RW-S19) along the west and south embankment of the C-44 Reservoir.

Option A includes construction of 10 relief wells and associated outfall systems (RW-S20 through RW-S29) along the south embankment of the C-44 Reservoir.

1.2.2 Location

The project is located in Martin County, Florida.

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1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

REQUIREMENTS.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

The time for completion does not include establishment of grass. Grass must be established not later than the time stated in the COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK plus the time stated for the establishment of grass as set forth in the paragraph SOD ESTABLISHMENT PERIOD of Section 32 92 23 SODDING.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12).

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

The physical conditions on the drawings and in the specifications are the result of site investigations by surveys and 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 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are indicated 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 01 32 01.00 10 PROJECT SCHEDULE.

1.5.3 Contractor Investigation

Refer to the clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK

(FAR 52.236-3).

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the clause LAYOUT OF WORK (FAR 52.236-17).

1.6.1 Established Project Survey 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 field survey included 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.

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For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID and is cited in the Survey Notes. Calibrate all projects constructed and maintained to a tidal datum to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the reference Station ID is included in the Monument Description section of these specifications.

See Attachment A - CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain 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

Provide equipment, tools, material, labor for laying out of the work from the monuments, control data, and elevations established by the Government. 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 negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended 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 the permanent work will be as set forth in clause PERMITS AND RESPONSIBILITIES. However, if 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 the work, an equitable adjustment pursuant to clause CHANGES 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, repair damage to all work (including temporary construction), utilities, materials, equipment and plant at the Contractor's expense, regardless of the cause of such damage.

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

a. The responsibility for damage to the work to be performed under this Contract is set forth in clause PERMITS AND RESPONSIBILITIES.

However, if the cofferdam(s) is constructed in accordance with plans

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and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if part of the permanent work is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precaution or to exercise sound engineering and construction practices in the conduct of the work, make the repairs ordered by the Contracting Officer. Compensation will be made for repairs in accordance with the clause CHANGES. The equitable adjustment will be based on the Contract unit or job prices applicable to the damaged work.

b. The Contracting Officer may order the Contractor to flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Flooding or breaching will be considered the same as though the cofferdam, if constructed in accordance with plans and progress schedules approved by the Contracting Officer, had been overtopped, in which event an equitable adjustment will be made for damages to the cofferdam and the permanent work, as provided in subparagraph a. above.

1.9 EXISTING WORK

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

a. Remove or alter existing work to prevent injury or damage to portions of the existing remaining work.

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

1.10 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact "CALL SUNSHINE BEFORE YOU DIG" at 1-800-432-4770 7 days prior to excavating. Contractor is responsible for marking all utilities not marked by "CALL SUNSHINE BEFORE YOU DIG".

1.11 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). In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

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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 a 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.

1.11.1 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. Include these anticipated adverse weather delays in the progress schedule for weather dependent activities. See Section 01 32 01.00 10 PROJECT SCHEDULE 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 01 32 01.00 10 PROJECT SCHEDULE.

1.11.2 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 01 32 01.00 10 PROJECT SCHEDULE (rounded to the nearest whole number), the Contracting Officer will convert 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).

1.12 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 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 used.

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PART 3 EXECUTION

Not used.

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DESIGNATION - F008

MARKER: FLANGE-ENCASED ALUMINUM ALLOY ROD W/O SLEEVE

STAMPING: F008 1992

MARK LOGO: NGS

PROJECTION: RECESSED 15 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 16, 2023

STATION DESCRIPTION

DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1992

THE STATION IS LOCATED ABOUT 6 MI NORTH OF INDIANTOWN IN THE

WEST RIGHT-OF-WAY OF C.R. 609.

TO REACH THE STATION FROM THE INTERSECTION OF C.R. 714 AND I-95, WEST

OF STUART, GO WEST ON C.R. 714 FOR 5.5 MI TO INTERSECTION

WITH C.R. 609. TURN LEFT AND GO SOUTH ON C.R. 609 FOR 3.05 MI TO A GRASS

DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.

THE STATION LIES 45.7 FT EAST OF A STEEL GATE, 3.7 FT

NORTH OF A DRAINAGE DITCH, 22.3 FT WEST OF THE WEST

EDGE OF PAVEMENT, AND 2.2 FT NORTHEAST OF A CARSONITE WITNESS POST.

ACCESS TO THE DATUM POINT--THE STATION IS RECESSED INSIDE A NGS LOGO

CAP WHICH IS MOUNTED A 5 INCH DIAMETER PVC PIPE SET IN A CONCRETE

COLLAR SET FLUSH WITH THE GROUND.

REFERENCES--

KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC

AZIMUTH OF 10 DEGREES AT 73.55 FT.

KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC

AZIMUTH OF 96 DEGREES AT 24.28 FT.

FOUND 1 INCH IRON PIPE WITH CAP, STAMPED LB 87, MAGNETIC AZIMUTH OF 178

DEGREES AT 88.22 FT.

KEITH AND SCHNARS NAIL AND DISC, SET IN GATE POST, MAGNETIC AZIMUTH OF

266 DEGREES AT 45.45 FT.

SET CARSONITE WITNESS POST, 2.2 FT SOUTHWEST.

DESIGNATION - F008 (CONTINUED NEXT PAGE)

ATTACHMENT A - CONTROL MONUMENT DESCRIPTIONS

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DESIGNATION - F008 (CONTINUED FROM PREVIOUS PAGE)

STATION RECOVERY (2003)

RECOVERY NOTE BY CREECH ENGINEERS INC 2003 (TIK)

RECOVERY NOTE BY CREECH ENGINEERS, INCORPORATED. - MELBOURNE 2006

(DTB) RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES---

REFERENCES-- SET MAG NAIL AND DISK --- GIS REFERENCE. PT. --- IN THE

SOUTHEAST FACE OF A WOODED GATE POST ON A MAGNETIC AZIMUTH OF 298 DEGREES

AT A DISTANCE OF 49.50 FT.

STATION RECOVERY (2004)

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

THE MARK IS ABOUT 22.0 MI SOUTHEAST OF OKEECHOBEE, 17.0 MI SOUTHWEST

OF STUART, 6.0 MI NORTH OF INDIANTOWN.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 710 (SOUTHWEST

WARFIELD BLVD) AND COUNTY ROAD 609 (ALLAPATTAH ROAD) IN INDIANTOWN, GO

NORTH ON COUNTY ROAD 609 (ALLAPATTAH ROAD) FOR 6.05 MI TO THE JUNCTION OF

A ROAD ON THE LEFT LEADING WEST AND THE MARK ON THE LEFT, AN ALUMINUM

ALLOY ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP RECESSED 0.3 FT

BELOW THE LEVEL OF THE GROUND AND ABOUT 0.1 FT ABOVE THE LEVEL OF COUNTY

ROAD 609. THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF STATE

HIGHWAY 714 (SOUTHWEST MARTIN HIGHWAY) AND COUNTY ROAD 609, ABOUT 5.6 MI

WEST OF INTERSTATE 95 (EXIT 110), GO SOUTH ON COUNTY ROAD 609 FOR 2.95 MI

TO THE MARK ON THE RIGHT.

LOCATED 45.7 FT EAST OF AND ACROSS THE ROAD LEADING WEST FROM THE CENTER

OF A METAL GATE ACROSS THE ROAD LEADING WEST, 35.0 FT WEST OF THE

CENTERLINE OF COUNTY ROAD 609, 22.3 FT WEST OF THE WEST EDGE OF THE

PAVEMENT OF COUNTY ROAD 609 AND 3.0 FT EAST OF A CARSONITE WITNESS POST.

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

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

STATION RECOVERY (2023)

RECOVERY NOTE BY GEOCACHING 2023 (RLM)

THE CARSONITE WITNESS POST IS MISSING.

DESIGNATION - F008 (CONTINUED NEXT PAGE)

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DESIGNATION - F008 (CONTINUED FROM PREVIOUS PAGE)

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DESIGNATION - E 616

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

STAMPING: E 616 2004

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - November 27, 2023

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)

THE MARK IS ABOUT 23.5 MI SOUTHEAST OF OKEECHOBEE, 18.5 MI SOUTHWEST OF

STUART, 3.5 MI NORTH OF INDIANTOWN.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 710 (SOUTHWEST

WARFIELD BOULEVARD) AND COUNTY ROAD 609 (ALLAPATTAH ROAD) IN INDIANTOWN,

GO NORTH ON COUNTY ROAD 609 (ALLAPATTAH ROAD) FOR 3.45 MI TO THE MARK ON

THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.8 FT

WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COUNTY

ROAD 609, THE DATUM POINT IS RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS

LOGO CAP. THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF STATE

HIGHWAY 714 (SOUTHWEST MARTIN HIGHWAY) AND COUNTY ROAD 609, ABOUT 5.6 MI

WEST OF INTERSTATE 95 (EXIT 110), GO SOUTH ON COUNTY ROAD 609 FOR 5.6 MI

TO THE MARK ON THE RIGHT.

LOCATED 100.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A ROAD LEADING

WEST WITH A METAL GATE, 80.0 FT SOUTHWEST OF A GREEN MAILBOX, 63.0 FT

WEST OF THE CENTERLINE OF COUNTY ROAD 609, 19.5 SOUTHEAST OF THE CENTER

OF A METAL GATE, 10.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A ROAD

LEADING WEST WITH A METAL GATE AND 9.5 FT EAST OF A CARSONITE WITNESS

POST IN A BARBWIRE FENCE LINE.

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

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

STATION RECOVERY (2023)

RECOVERY NOTE BY GEOCACHING 2023 (RLM)

RECOVERED IN GOOD CONDITION.

DESIGNATION - E 616 (CONTINUED NEXT PAGE)

ATTACHMENT A - CONTROL MONUMENT DESCRIPTIONS

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DESIGNATION - E 616 (CONTINUED FROM PREVIOUS PAGE)

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Designation: ALLAP 10 Stamping: ALLAP PT 10 2003 Stability: Monument will probably hold position well

Setting: Set in top of concrete monument Description: FROM THE INTERSECTION OF COUNTY ROAD 609 AND COUNTY ROAD 714, GO

SOUTH ON COUNTY ROAD 609 A DISTANCE OF 3.0 MILES TO ALLAPATTAH

ROAD. THEN GO EAST ON ALLAPATTAH ROAD A DISTANCE OF 3.0 MILES AND

STATION LOCATION. THE STATION IS 65.0 FEET WEST OF THE CENTERLINE OF

A SAND ROAD, 18 FEET NORTH OF THE CENTERLINE OF ALLAPATTAH ROAD,

AND 1.0 FEET SOUTH OF THE FENCE WITH A CARSONITE WITNESS SIGN.

STATION IS A SFWMD ALUMINUM DISK STAMPED ALLAP-10 BM 2003.

ATTACHMENT A - CONTROL MONUMENT DESCRIPTIONS

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Designation: J12 103 4 Stamping: J12-103-4 2012 Stability: Monument will probably hold position well

Setting: Set in top of concrete monument Description: From the intersection of SW Martin Hwy and SW Allapattah Rd in Martin County, FL proceed South along SW Allapattah Rd for 6.0 miles to the intersection with Minute Maid Road. Turn left and proceed East for 1.0 miles to the mark on the left. Station references are as follows, 0 Deg. Az. for 12.9' to chainlink fence, 90 Deg. Az. for 27.7' north en of headwall and 180 Deg. Az. for 80.0' to CL of Minute Maid Road.

ATTACHMENT A - CONTROL MONUMENT DESCRIPTIONS

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Designation: ALLAP 12 Stamping: ALLAP PT 12 2003 Stability: Monument will probably hold position well

Setting: Set in top of concrete monument Description: FROM THE INT OF CR 609 AND CR 714, GO S ON CR 609 A DISTANCE OF 3.0 MI TO

ALLAPATTAH RD. THEN GO E ON ALLAPATTAH RD A DISTANCE OF 1.0 MI AND

STATION LOCATION. STATION IS 47.5 FT W OF THE CL OF A NORTH/SOUTH

SAND RD, 140 FT W OF THE CL OF THE A TRANSMISSION LINE, 14.0 FT N OF THE

CL OF ALLAPATTAH RD, AND 2.1 FT S OF THE FENCE WHERE THE FENCE

INTERSECTS WITH A FENCE TO THE NORTH. STATION IS A SFWMD ALUMINUM

DISK STAMPED ALLAP-10 BM 2003.

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Designation: J12 103 6 Stamping: J12-103-6 2012 Stability: Monument will probably hold position well

Setting: A metal rod driven into ground. Describe below.

Description: From the intersection of SW Martin Hwy and SW Allapattah Rd in Martin County, FL proceed South along SW Allapattah Rd for 6.0 miles to the intersection with Minute Maid Road. Turn left and proceed East for 3.0 miles to the mark on the left. Station references are as follows, 115 deg Az for 17.5' to yellow gate post, 0 deg Az for 14.8' to yellow gate post and 155 deg Az for 40.8' to wooden power pole.

ATTACHMENT A - CONTROL MONUMENT DESCRIPTIONS

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DESIGNATION - C44RV3 RESET

STAMPING - C44RV3 RESET 2011

FROM THE INTERSECTION OF STATE ROAD 710 IN INDIANTOWN AT THE NORTH

BASE OF THE OKEECHOBEE WATERWAY BRIDGE. TURN RIGHT HEADED EAST ON

CITRUS BOULEVARD, CONTINUE FOR 1.2 MILES TO MINUTE MAID ROAD ON THE

RIGHT. HEAD NORTH DOWN MINUTE MAID FOR 4 MILES EXACTLY TO THE

NORTHERN HYDRAULIC PUMP STATION AND FUEL TANK IMPOUND.

THE MONUMENT IS SET 54.5 FEET NORTH OF THE SOUTHERN BARBED WIRE FENCE

INSIDE THE FACILITY. THERE IS A WOOD POWER POLE WEST OF THE MARK AND

IS 5.5 FEET WEST OF THE BARBED WIRE FENCE.

POINT IS CONSIDERED SUITABLE FOR GPS OBSERVATIONS. POINT IS AN IRON

PIPE WITH A SFWMD CAP STAMPED “C44RV3 RESET 2011”, SET WITH 2 80

POUND BAGS OF CONCRETE AND IS RECESSED BELOW THE GROUND 0.2 FEET.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACT COST BREAKDOWN

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Relief Wells, 10-inch Diameter (Line Items 0001 and 0005)

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Pump Tests (Line Items 0002 and 0006)

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Relief Well Outfall Systems (Line Items 0003 and 0007)

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Environmental and Turbidity Monitoring (Line Item 0004)

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.2 REQUESTING PROGRESS PAYMENT

3.2.1 Options and Modification CLINS

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following 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

Cost Breakdown ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.3 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 CLIN SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and performing work required for each of the unit price items.

1.3.1 Relief Wells, 10-inch Diameter (Line Items 0001 and 0005)

1.3.1.1 Payment

Payment will be made for costs associated with relief wells, which price will constitute full compensation for construction of relief wells and abandonment of existing piezometers. Wells ordered abandoned by the Contracting Officer before installation of well screen and riser due to no fault of the Contractor will be paid for at 50 percent of the contract unit price, for CLIN 0001 RELIEF WELLS, 10-INCH DIAMETER. Wells ordered

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abandoned by the Contracting Officer due to no fault of the Contractor will be paid for at the full contract unit price for CLIN 0001 RELIEF WELLS, 10-INCH DIAMETER. See requirements in Section 33 26 00.00 10

RELIEF WELLS.

No payment will be made for placement or replacement of temporary casings or repair of damage resulting from Contractor operations. No separate payment will be made for relief well screen, riser, check valves, angular face ring, aluminum plate with lifting handle and gasket, filter pack, development, backfill, permanent casing, quality control, documentation, chlorine treatment, project equipment, or any other work required install the wells and document the installations and quality control of the work.

No payment will be made for any wells that, in the opinion of the Contracting Officer, are abandoned due to Contractor fault or neglect.

1.3.1.2 Measurement

Relief wells will be measured for payment by the number of completed wells. Wells ordered abandoned by the Contracting Officer, due to no fault of the Contractor, will be measured for payment.

1.3.1.3 Unit of Measure

Unit of measure: each.

1.3.2 Pump Tests (Line Items 0002 and 0006)

1.3.2.1 Payment

Payment will be made for costs associated with pump test, which price will constitute full compensation to perform a satisfactory pump test as specified. No payment will be made for pump test not successfully completed.

1.3.2.2 Measurement

Pump tests will be measured for payment for each hour, measured to the nearest 15 minutes, of pump test successfully performed as specified in Section 33 26 00.00 10 RELIEF WELLS, paragraph PUMP AND SAND TESTING, and as otherwise directed. Testing time will not include time required to place and remove testing and pump equipment.

1.3.2.3 Unit of Measure

Unit of measure: hour.

1.3.3 Relief Well Outfall Systems (Line Items 0003 and 0007)

1.3.3.1 Payment

Payment will be made for costs associated with the Relief Well Outfalls Systems, which price will constitute full compensation for construction of Relief Well Outfalls Systems. Payment will not be made for cost associated with relief well construction or testing. No separate payment will be made for costs associated with or incidental to the labor, equipment, and materials such as, but not limited to, excavation and backfilling, maintenance of stockpiles, concrete, grout, reinforcement, manhole components and ancillary products, pipe and ancillary products, pipe bedding, geotextile, endwall, fill/backfill, sod, topsoil, disposal of

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materials (including TRM), removal and disposal of existing riprap, demolition and disposal of existing concrete, trench boxes, quality control, temporary erosion protection and permanent sodding, protection of work, shoring, dewatering, cofferdam, or restoration of existing project features. Full payment for each outfall system will not be permitted until the entire outfall system has been completed and accepted by the government following testing and verification.

1.3.3.2 Measurement

Per Well Outfall System constructed.

1.3.3.3 Unit of Measure

Unit of measure: each.

1.3.4 Environmental and Turbidity Monitoring (Line Item 0004)

1.3.4.1 Payment

Payment will be made for costs associated with and incidental to environmental monitoring and obtaining, analyzing, and reporting the results of monitoring for turbidity. See Sections 01 57 20.00 35 ENVIRONMENTAL PROTECTION and 01 57 25.00 35 TURBIDITY AND DISPOSAL

MONITORING.

1.3.4.2 Measurement

The basis for payment will be the amount of time that Environmental and Turbidity Monitoring are required within the duration of the contract.

Payment will not be made for this line item if construction extends beyond required contract completion as a result of Contractor delays: however, the monitoring must still be conducted by the Contractor.

1.3.4.3 Unit of Measure

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.

3.2 REQUESTING PROGRESS PAYMENT

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are up to date. Use PROGRESS PAYMENTS to REQUEST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support 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

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PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. 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. Professional Surveyor and Mapper (PSM) or Registered Land Surveyor

(RLS) report and supporting data.

e. Approved submittals on installed property.

f. QA/QC deficiency tracking list.

g. Environmental reports.

h. Progress photographs.

i. 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.

3.2.1 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 TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

1.4.2 Coordination with Other Contracts

1.4.2.1 Work by Others

1.4.3 Access by Others

1.4.4 Inspections by Others

1.5 VIEW LOCATION MAP

1.6 PROGRESS AND COMPLETION PICTURES

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

1.7.2 Minimum Communication Requirements

1.7.3 Duties

1.7.4 Non-Compliance Actions

1.8 PRECONSTRUCTION CONFERENCE

1.8.1 Preconstruction Conference Minutes and Phone

1.9 PARTNERING

1.9.1 Team-Led (Informal) Partnering

1.10 TURNOVER PLANNING MEETINGS (Red Zone Meetings)

1.10.1 Red Zone Checklist

1.10.2 Meetings

1.11 NOTICE TO PROCEED

1.12 SIGNATURE AUTHORITY

1.13 DRUG-FREE WORK PLACE RECORD

1.14 MINIMUM INSURANCE REQUIREMENTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 01.00 10 PROJECT SCHEDULE, and 01 45 00 QUALITY

CONTROL.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map ; G, RO

Progress and Completion Pictures

Superintendent Qualifications ; G, RO

SD-07 Certificates

Signature Authority

Drug-Free Work Place Record

Insurance Requirements

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1.4 PROJECT COORDINATION

1.4.1 Resident Management System (RMS)

Use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00.15 10 RESIDENT MANAGEMENT

SYSTEM CONTRACTOR MODE (RMS CM).

1.4.2 Coordination with Other Contracts

1.4.2.1 Work by Others

During construction period, construction or maintenance work will be performed by others within construction limits. Coordinate work by others with Contracting Officer and schedule activities to avoid problems.

1.4.3 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 enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.4.4 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor is 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.

1.5 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.6 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs to include 10 aerial photographs monthly throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch as a digital file. Include a date and time stamp on each photograph as well as a date designator in the file name. Photographs provided are for unrestricted use by the Government.

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1.7 SUPERVISION

1.7.1 Superintendent Qualifications

Provide project superintendent with a minimum of 5 years experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent.

1.7.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.7.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE.

Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP). Contracting Officer will notify Contractor of time, place, and agenda. At a minimum, Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and key subcontractors and suppliers. Present and discuss basic approach to scheduling the construction work and any required phasing. Contracting Officer will discuss contract ground rules and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- Contract Clauses

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-- Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- Permit Requirements

1.8.1 Preconstruction Conference Minutes and Phone

The Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may record the meeting. 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. Recordings, if used, will be made available for Contractor to review or copy.

1.9 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.9.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.10 TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled Red

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Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.10.1 Red Zone Checklist

a. Contracting Officer will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.10.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings, discuss with the Contracting Officer any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.11 NOTICE TO PROCEED

Notice to proceed (NTP) will be issued 15 to 30 calendar days after award or after all required bonds are in place, whichever is later.

1.12 SIGNATURE AUTHORITY

Submit a power of attorney or a notarized letter of authority identifying local representatives authorized to sign contract documents.

1.13 DRUG-FREE WORK PLACE RECORD

Submit documentation of compliance with Clause DRUG-FREE WORKPLACE (see subparagraphs (b)(1) through (b)(7)).

1.14 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability during the entire period of performance under this contract. Provide other insurance coverage as required by state law.

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PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

1.4 CORRESPONDENCE

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Scheduling Expectations Kickoff Meeting (SEKO)

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Cost Loading of Submittals

3.2.3 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Activities

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Adverse Weather

3.3.9 Calendars

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