23R0031HHDRPPSS4S131SWRVolume2Specs_RTA.pdf

W912EP23R0031

Jacksonville District

Herbert Hoover Dike Rehabilitation Project, Pump Stations S-4 & S-131 Stilling Well Replacements

Glades County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Her ber t Hoover Di ke Rehabi l i t at i on Pr oj ect Pump St at i ons S- 4 & S- 131 St i l l i ng Wel l Repl acement s

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER AND WATER STAGE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

01 45 04 CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

01 57 25 TURBI DI TY MONI TORI NG

01 78 02 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST- I N- PLACE CONCRETE FORMI NG

03 15 00 CONCRETE ACCESSORI ES

03 20 00 CONCRETE REI NFORCI NG

03 31 01 CAST- I N- PLACE STRUCTURAL CONCRETE FOR CI VI L WORKS

03 35 00 CONCRETE FI NI SHI NG

03 39 00 CONCRETE CURI NG

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 50 14 STRUCTURAL METAL FABRI CATI ONS

05 50 15 CI VI L WORKS FABRI CATI ONS

05 51 00 METAL STAI RS

05 52 00 METAL RAI LI NGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 50 00 I NSTRUMENTATI ON AND MONI TORI NG

DI VI SI ON 26 - ELECTRI CAL

26 00 00 BASI C ELECTRI CAL MATERI ALS AND METHODS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 05 26 GROUNDI NG AND BONDI NG FOR ELECTRONI C SAFETY AND SECURI TY

DI VI SI ON 31 - EARTHWORK

31 62 13 PRESTRESSED CONCRETE PI LES

31 62 19 TI MBER PI LES

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

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - P 524

PID - AJ6203

STATE/COUNTY- FL/GLADES

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

STAMPING: P 524 2001 CERP

MARK LOGO: USACE

PROJECTION: RECESSED 0.3 FEET

MAGNETIC: SEE DESCRIPTION

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - June 11, 2013

STATION DESCRIPTION BY EMC INCORPORATED 2001 (CHP)

THE STATION IS LOCATED APPROXIMATELY 0.5 MILES NORTHWEST OF PUMP STATION

S4.

TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY

ROAD 720 APPROXIMATELY 2.0 MILES WEST OF CLEWISTON, FLORIDA GO NORTH ON

COUNTY ROAD 720 FOR 3.7 MILES TO GRIFFIN ROAD SOUTHEAST ON RIGHT, THENCE

NORTH ON GRIFFIN ROAD SOUTHEAST 0.75 MILES TO THE TOP OF HERBERT HOOVER

LEVEE, THENCE SOUTHEAST (RIGHT) ON THE LEVEE 0.1 MILES TO A GATE, THENCE

CONTINUE SOUTHEAST ON THE LEVEE 1.5 MILES TO THE MARK ON LEFT, ON THE

LAKESIDE TOP OF THE LEVEE.

THE STATION IS 177.4 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE

BRIDGE, 62.0 FEET SOUTHWEST OF THE EDGE OF RIP-RAP ON RIM CANAL, 7.6 FEET

NORTHEAST OF THE CENTER OF THE LEVEE, 3.3 FEET WEST OF A CARSONITE

WITNESS POST.

THE MARK IS A STAINLESS-STEEL ROD DRIVEN TO REFUSAL AT 7.31 METERS

LOCATED INSIDE A 5-INCH LOGO COVER RECESSED 0.3 FEET BELOW GROUND. A

MAGNET WAS PLACED INSIDE THE LOGO COVER.

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

STATION RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)

LOGO CAP IS BROKEN IN HALF.

SECTION 00 31 21 Page 2

DESIGNATION - CP3

NAIL AND DISK MARKED “LB7203”

DESIGNATION - CP5

5/8” DIAMETER IRON ROD WITH CAP MARKED “LB7203”

DESIGNATION - BM1

NO MARKING REPORTED.

SECTION 00 31 21 Page 3

DESIGNATION - Q 524

PID - AJ6204

STATE/COUNTY- FL/GLADES

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: Q 524 2001 CERP

MARK LOGO: USACE

PROJECTION: FLUSH

MAGNETIC: SEE DESCRIPTION

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - June 11, 2013

STATION DESCRIPTION BY EMC INCORPORATED 2001 (MKC)

THE STATION IS LOCATED APPROXIMATELY 9.5 MILES SOUTHEAST OF MOORE HAVEN,

FLORIDA AND APPROXIMATELY 2.5 MILES NORTHWEST OF CLEWISTON, FLORIDA ON

THE HERBERT HOOVER LEVEE APPROXIMATELY 0.5 MILES SOUTHEAST OF PUMP

STATION S4.

TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY

ROAD 720 APPROXIMATELY 2.0 MILES WEST OF CLEWISTON, FLORIDA GO NORTH ON

COUNTY ROAD 720 FOR 3.7 MILES TO GRIFFIN ROAD SOUTHEAST ON RIGHT, THENCE

NORTH ON GRIFFIN ROAD SOUTHEAST 0.75 MILES TO THE TOP OF HERBERT HOOVER

LEVEE, THENCE SOUTHEAST (RIGHT) ON THE LEVEE 0.1 MILES TO A GATE, THENCE

CONTINUE SOUTHEAST ON THE LEVEE 2.0 MILES TO PUMP STATION S4 ON THE

LEVEE, THENCE CONTINUE 0.45 MILES SOUTHEAST ON THE LEVEE TO THE MARK ON

LEFT. TO REACH THE INTERSECTION OF U.S. HIGHWAY 27 AND FRANCISCO STREET

IN CLEWISTON, FLORIDA GO NORTHEAST ON FRANCISCO STREET 0.35 MILES TO

HOOVER DIKE ROAD ON LEFT, THENCE LEFT ON HOOVER DIKE ROAD 0.5 MILES TO AN

INTERSECTION ON TOP OF HERBERT HOOVER LEVEE, MAKE A LEFT U-TURN TO THE

TOE OF THE LEVEE AND CONTINUE NORTHWEST 0.4 MILES THROUGH A PARK, AND

RETURNING TO THE TOP OF THE LEVEE AT A GATE THENCE CONTINUE NORTHWEST

2.35 MILES ON THE LEVEE TO THE MARK ON RIGHT, ON THE LAKESIDE TOP OF THE

LEVEE.

THE STATION IS 76.4 FEET SOUTHWEST OF THE EDGE OF CONCRETE BANK PAVING ON

RIM CANAL, 11.2 FEET NORTHEAST OF THE CENTER OF THE LEVEE, 3.6 FEET WEST

OF A CARSONITE WITNESS POST AND 0.8 FEET SOUTH OF A MAGNET BURIED 0.3

FEET BELOW GROUND.

STATION RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)

RECOVERED AS DESCRIBED.

CARSONITE WITNESS POST IS MISSING.

SECTION 00 31 21 Page 4

DESIGNATION - W 523

PID - AJ6185

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: W 523 2001 CERP

MARK LOGO: USACE

PROJECTION: FLUSH

MAGNETIC: OTHER; SEE DESCRIPTION

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 11, 2013

THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF LAKE PORT,

FLORIDA, ON THE EAST RIGHT OF WAY OF STATE ROAD 78.

OWNERSHIP THE MARK IS ON THE HIGHWAY RIGHT OF WAY

TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND STATE

ROAD 78 IN LAKE PORT, FLORIDA GO SOUTH ON STATE ROAD 78 FOR 1.4 MILES

TO THE MARK ON LEFT ON THE EAST RIGHT OF WAY.

THE STATION IS 131.6 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF

BRIDGE NUMBER 050056, 46.3 FEET EAST OF THE CENTER OF STATE ROAD 78

(TWO LANE ROAD), 20.3 FEET SOUTHWEST OF A POWER POLE NUMBER 097, 26.6

FEET WEST OF A CARSONITE WITNESS POST AND EDGE OF BRUSH AND 0.8 FEET

SOUTH OF A MAGNET BURIED 0.3 FEET BELOW GROUND.

SECTION 00 31 21 Page 5

DESIGNATION - V 523

PID - AJ6184

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

STAMPING: V 523 2001 CERP

MARK LOGO: USE

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

ROD/PIPE-DEPTH: 24.3 meters

STATION DESCRIBED BY EMC INCORPORATED 2001 (CHP)

THE STATION IS LOCATED APPROXIMATELY 0.3 MILES SOUTH OF LAKEPORT,

FLORIDA ON HERBERT HOOVER LEVEE NEAR THE INTERSECTION OF STATE ROAD 78

AND HERBERT HOOVER LEVEE. OWNERSHIP SOUTH FLORIDA WATER MANAGEMENT

DISTRICT

TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND STATE

ROAD 78 GO SOUTH ON STATE ROAD 78 FOR 0.3 MI TO THE TOP OF HERBERT

HOOVER LEVEE, THENCE NORTHEAST 197.0 FT ON THE LEVEE TO THE MARK ON

LEFT.

THE STATION IS 197.0 FT NORTHEAST OF THE CENTERLINE INTERSECTION STATE

ROAD 78 AND HERBERT HOOVER LEVEE, 49.9 FT WEST OF THE NORTH GATE POST

ON LEVEE, 43.4 FT EAST OF A POWER POLE (NO. 078), 10.2 FT NORTH,

NORTHWEST ON THE CENTER OF THE LEVEE AND 3.3 FT SOUTH OF A CARSONITE

WITNESS POST. THE MARK IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO

COVER RECESSED 0.3 FT BELOW GROUND.

A MAGNET WAS PLACED INSIDE THE LOGO COVER.

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

SECTION 00 31 21 Page 6

DESIGNATION - FLGPS 57

PID - AD7895

CBN - This is a Cooperative Base Network Control Station.

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD IN SLEEVE

STAMPING: FLGPS 57 1989

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 11, 2013 ROD/PIPE-DEPTH: 17.1 meters SLEEVE-DEPTH : 0.9 meters

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1989

THE STATION IS LOCATED ABOUT 10.15 MI NORTH OF MOORE HAVEN,

IN THE COMMUNITY OF LAKEPORT, ON THE WEST SIDE OF LAKE OKEECHOBEE, IN

THE RIGHT-OF-WAY OF STATE ROUTE 78.

TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 74 AND STATE

ROUTE 78 IN LAKEPORT, GO NORTHEASTERLY ALONG STATE ROUTE 78 FOR 0.40

MI TO THE STATION ON RIGHT.

THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 7.9 FT NORTHWEST

OF THE NORTH EDGE OF A CANAL, 29.2 FT SOUTHEAST OF THE CENTERLINE OF

STATE ROUTE 78, 152.9 FT NORTHEAST OF A 20-INCH CABBAGE PALM TREE NEXT

TO A 12-INCH CABBAGE PALM AND 6.0 FT NORTHWEST OF A WITNESS POST.

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 7

DESIGNATION - FLGPS 57 AZ MK

PID - AD7921

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD IN SLEEVE

STAMPING: FLGPS 57 AZ MK 1989

MARK LOGO: NGS

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 11, 2013 ROD/PIPE-DEPTH: 14.8 meters SLEEVE-DEPTH : 0.91 meters

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1989

THE STATION IS LOCATED ABOUT 10.20 MI NORTH OF MOORE HAVEN, IN THE

COMMUNITY OF LAKEPORT, ON THE WEST SIDE OF LAKE OKEECHOBEE, IN THE

RIGHT-OF-WAY OF STATE ROUTE 78.

OWNERSHIP--STATE OF FLORIDA DOT.

TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 74 AND STATE

ROUTE 78 IN LAKEPORT, GO NORTHEASTERLY ALONG STATE ROUTE 78 FOR 0.75

MI TO THE STATION ON RIGHT.

THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 13.8 FT WEST OF A

UNITED TELEPHONE SERVICE PEDESTAL, 14.1 FT NORTHWEST OF THE NORTH EDGE

OF A CANAL, 27.2 FT SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 78 AND

6.0 FT NORTHWEST OF A WITNESS POST.

CARSONITE WITNESS POST DESTROYED.

SECTION 00 31 21 Page 8

DESIGNATION - LP 1

PID - AE6453

MARKER: SURVEY DISK SET IN THE ABUTMENT OR PIER OF A

LARGE BRIDGE

SP_SET: BRIDGE ABUTMENT

STAMPING: LP 1

MARK LOGO: FLSRD

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

STATION DESCRIPTION BY FL DEPT OF ENV PRO 1995 (VAJ)

THE MARK IS ABOUT 1.5 MI NORTHEAST OF LAKEPORT.

TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 74 AND STATE

ROAD 78 IN LAKEPORT, GO NORTHEAST ON STATE ROAD 78 FOR 1.45 MI TO A

BRIDGE AND THE MARK ON THE RIGHT SET FLUSH IN THE SOUTHWEST CORNER OF

THE BRIDGE ABUTMENT. LOCATED 19.0 FT NORTHEAST OF A POWER POLE WITH

THREE GUY WIRES ATTACHED, 15.9 FT SOUTHEAST OF THE APPROXIMATE

CENTERLINE OF STATE ROAD 78 AND 3.6 FT SOUTHEAST OF A METAL GAURDRAIL.

MONUMENT HAS NO STAMPING. POWER POLE HAS BEEN REMOVED. HIGHWAY HAS

BEEN RE-ROUTED. MONUMENT IS 47.5 FT SOUTHEAST OF THE APPROXIMATE

CENTERLINE OF STATE ROAD AND 1 FT SOUTHEAST OF A METAL GUARDRAIL.

SECTION 00 31 21 Page 9

DESIGNATION - U 523

PID - AJ6183

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: U 523 2001 CERP

MARK LOGO: USACE

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: OTHER; SEE DESCRIPTION

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

SURFACE MOTION

THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTHEAST OF LAKE PORT,

FLORIDA, ON THE SOUTH RIGHT OF WAY OF STATE ROAD 78 IN THE PROJECTED

CENTER OF CITRUS LANE NORTHWEST.

OWNERSHIP THE MARK IS ON THE HIGHWAY RIGHT OF WAY

TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND STATE

ROAD 78 IN LAKE PORT, FLORIDA GO NORTHEAST ON STATE ROAD 78 FOR 1.5

MILES TO THE MARK ON RIGHT, IN THE PROJECTED CENTER OF CITRUS LANE

NORTHWEST TO THE NORTH.

THE STATION IS 52.3 FEET SOUTH OF THE CENTER OF STATE ROAD 78 (TWO

LANE ROAD), 16.1 FEET SOUTHEAST OF A TELEPHONE BOX, 15.6 FEET NORTH OF

BRUSH LINE, 2.5 FEET WEST OF A CARSONITE WITNESS POST AND 0.8 FEET

SOUTH OF A MAGNET BURIED 0.3 FEET BELOW GROUND.

SECTION 00 31 21 Page 10

DESIGNATION - H 439

PID - AE6452

MARKER: VERTICAL CONTROL DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: H 439 1995

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

SURFACE MOTION

SATELLITE OBSERVATIONS - June 10, 2013

STATION DESCRIPTION BY FL DEPT OF ENV PRO 1995 (VAJ)

THE MARK IS ABOUT 2.5 MI NORTHEAST OF LAKEPORT.

TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 74 AND STATE

ROAD 78 IN LAKEPORT, GO NORTHEAST ON STATE ROAD 78 FOR 2.55 MI TO THE

JUNCTION OF OKURA STREET ON THE RIGHT (A DIRT ROAD) AND THE MARK ON

THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT, ON THE EXTENDED

CENTERLINE OF OKURA ROAD AND RECESSED 0.3 FT BELOW THE LEVEL OF THE

GROUND.

LOCATED 89.1 FT NORTHWEST AND ACROSS STATE ROAD 78 FROM A STOP SIGN,

45.5 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 78, 36.8

FT SOUTHWEST OF AN OAK TREE, 34.0 FT NORTHWEST OF THE PAVEMENT EDGE OF

STATE ROAD 78 AND 8.5 FT SOUTHEAST OF THE BRUSH CUT.

3 FT SOUTH OF CARSONITE WITNESS POST. 5.5 FT NORTH OF A GUARD RAIL.

SECTION 00 31 21 Page 11

DESIGNATION - POND

PID - AE6404

MARKER: SURVEY DISK SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE

SP_SET: BRIDGE ABUTMENT

STAMPING: POND 1985 JAX FLA

MARK LOGO: USE

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE OBSERVATIONS - June 10, 2013

STATION DESCRIPTION 1995

THE MARK IS ABOUT 3.4 MI NORTHEAST OF LAKEPORT IN SECTION 13, TOWNSHIP

40 SOUTH, RANGE 32 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 78 AND STATE

ROAD 74 IN LAKEPORT, GO NORTHEAST ON STATE ROAD 78 FOR 3.4 MI (5.5 KM)

TO THE WEST END OF THE BRIDGE OVER CANAL C 41 (HARNEY POND CANAL) AND

THE MARK SET FLUSH IN THE NORTHWEST ABUTMENT OF THE BRIDGE. LOCATED

32.5 FT (9.9 M) SOUTH OF THE MOST EASTERLY GATEPOST, 17.6 FT (5.4 M)

NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 78 AND 2.3 FT (0.7

M) SOUTH OF A CARSONITE WITNESS POST.

CARSONITE WITNESS POST MISSING

SECTION 00 33 50

WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 1

1. The below stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans.

All elevations in this Section 00 33 50 are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

2. The Herbert Hoover Dike (HHD) Rehabilitation Project-Dam Modification Cutoff Wall Multiple Award Task Order Contract: Task Order five is located in Reach six with the western extent starting at Structure 283 (S-283), formerly known as FC-1, , and extending approximately 3 miles northeast to Structure 131 (S-131).

3. Water levels at the project locations are mainly affected by rainfall, evaporation, local runoff, water supply demands, groundwater levels, (e.g., seepage from Lake Okeechobee) and the operation of Lake Okeechobee. Lake Okeechobee is managed by the Jacksonville District, U.S. Army Corps of Engineers (Corps) in accordance with the 2008 Lake Okeechobee Regulation Schedule (2008 LORS), which is shown in Figures 1 through 4. The lake’s optimum range of elevations is between 12.5 and 15.5 feet, NGVD on a seasonally varying basis. This optimum elevation range may be exceeded due to rainfall events over the lake’s watershed, and/or wind effects on the lake.

4. S-283 is a culvert that consists of two corrugated metal pipes with combination slide/flap gates on the lake side that can be manually operated by the Corps to allow gravity drainage of a 12 square mile area north of Levee 61(L-61) as well as irrigation water when needed and flash boards at the inlet to control the borrow canal stage. S-283 is located at the intersection of L-50 and L-61 which is north of Fisheating Creek.

5. S-131 is a structure that consists of a 250 cubic feet per second (cfs) design pump station with two 125 cfs capacity pumps and a navigation lock.

This pump station has a gated culvert that allows flows to bypass the pump.

The purpose of S-131 is to pump accumulated water from the lake to supply the drainage area. S-131 is located on the northwest shore of Lake Okeechobee.

6. S-77 is an ogee spillway that consists of four bays with a design capacity of 9,300 cfs. The purpose of S-77 is to provide discharges from Lake Okeechobee to the Caloosahatchee River. S-77 is located at the Caloosahatchee River at the Lake Okeechobee outlet in Levee Division three

(LD-3).

7. Historical average daily Lake Okeechobee elevations from January 1932 through June 12, 2019 are provided graphically in Figure 5. The maximum average daily lake elevation of 18.77 feet, NGVD was recorded on November 3, 1947. These average daily water elevations may be exceeded due to rainfall events over the lake’s watershed, and/or wind effects on the lake.

Exceedance curves for the Lake Okeechobee average daily water elevations for the above referenced period of record are contained in Figure 6. The graph contains the 10, 25, 50, 75 and 90 percent exceedance values through the calendar year. For example, for a given day in the calendar year, the “10% Exceedance” curve shows the water elevation at which 10 percent of the values on that day were greater for the period of record. These graphs may also be used as a rough indicator of the probable seasonal variations in elevation.

SECTION 00 33 50 Page 2

8. Historical S-131 pump flows from June 19, 2000 through June 19, 2019 are provided in Figure 7. A maximum flow of 310 cfs was recorded on August 24, 2008.

9. Historical S-77 spillway flows from September 29, 1995 through June 12, 2019 are provided graphically in Figure 8. A maximum flow of 8,984 cfs was recorded on February 11, 2016.

10. 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.

11. Note that all hydrometeorological data in this Section are provisional and subject to revision. In general, historic water levels and flows are not necessarily indicative of future levels and flows. The contractor should 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

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

NOAA also has an internet information page at: https://www.ncdc.noaa.gov/.

13. The climate of the area is essentially subtropical and humid. Temperatures below freezing are rare. The wet season in the project area is from May through October. The hurricane season is from June through November. In general, the winter months constitute the dry season, and rainfall is usually associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. The summer months comprise the wet season and rainfall is closely associated with convective activity. These rainfall events are normally of short duration, and amounts are quite variable spatially. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into South Florida. The project site is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather throughout the year. Weather forecasts as well as actual rainfall information from the National Weather Service Miami-South Florida forecast office can be found at:

https://www.weather.gov/mfl/ .

14. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK

DAYS BASED ON 5-DAY WORK WEEK

The average number of work days in each calendar month with precipitation greater than or equal to 0.50 inches is provided for the project area in the below table.

This information is based on data obtained from Station MOORE HAVEN LOCK 1 located at latitude 26.84 and longitude -81.0872.

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

SECTION 00 33 50 Page 3

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

MOORE HAVEN LOCK 1 1 1 1 1 2 4 4 4 3 1 1 1

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

16.5

17.5 High Lake Management Band

14.5

15.5

G V

D

12.5

13.5 le va ti o n fe et

, N G

Operational Band

9 5

10.5

11.5E

Water Shortage Management

8.5

9.5

May DecNovOctSepAugJulJunAprMarFebJan

CENTRAL AND SOUTHERN FLORIDA PROJECT

2008 LAKE OKEECHOBEE

INTERIM REGULATION SCHEDULE

PART A

DATED: M arch 2008

NOTES:

High Lake Management Band: Outlet canals may be maintained above their optimum w ater management elevations.

Operational Band: Outlet canals should be maintained w ithin their optimum w ater management elevations.

Water Shortage Management Band: Outlet canals may be maintained below optimum w ater management elevations DATED: M arch 2008

DEPARTM ENT OF THE ARM Y, JACKSONVILLE

DISTRICT

CORPS OF ENGINEERS, JACKSONVILLE, FLORIDA

management elevations.

FIGURE 1

17.5

HIGH LAKE MANAGEMENT BAND

15.5

16.5

HIGH LAKE MANAGEMENT BANDHigh

Intermediate U p p er

M id d le

13.5

14.5

N

G V

D

Low

Base Flow

Lo wer R

Lake stage w ithin 1

ft. of Intermediate

10.5

11.5

12.5

E le v a ti o n fe e t

Beneficial Use

OPERATIONAL BAND

8.5

9.5

WATER SHORTAGE MANAGEMENT BAND

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Decp y g p

CENTRAL AND SOUTHERN FLORIDA PROJECT

2008 LAKE OKEECHOBEE

INTERIM REGULATION SCHEDULE

PART B

DATED: M arch 2008

NOTES:

High Lake Management Band: Outlet canals may be maintained above their optimum w ater management elevations.

Operational Band: Outlet canals should be maintained w ithin their optimum w ater management elevations.

Water Shortage Management Band: Outlet canals may be maintained below optimum w ater DATED: M arch 2008

DEPARTM ENT OF THE ARM Y, JACKSONVILLE DISTRICT

CORPS OF ENGINEERS, JACKSONVILLE, FLORIDA

Water Shortage Management Band: Outlet canals may be maintained below optimum w ater management elevations.

FIGURE 2

2008 LORS

Part C: Establish Allowable Lake Okeechobee Releases to the Water Conservation Areas

Apply TributaryApply Multi-Seasonal

Pump Maximum

Practicable to WCAs

High Lake Management Band

Condition Criteria Daily

Climate/Hydrologic Outlooks on a Monthly Basis

All Downstream WCAs < max of upper

Maximum Practicable to WCAs to WCAs

TRUE

High

START

Lake Okeechobee

Water Level pp schedule +0.25 ft No

Releases to WCAs

All

Maximum PracticableTRUE

FALSE

g

All Downstream WCAs < max of upper schedule +0.25 ft to WCAs

No Releases to WCAsFALSE

Intermediate

NORMAL TO

VERY WETTributary

Hydrologic Conditions

Multi- Seasonal

Climate/Hydro Outlook

Desirable OR with minimum

Everglades impacts

Up to Maximum Practicable to WCAs

No Releases

OTHERWISE

TRUELow

Base Flow Releases to WCAs

DRY

FALSE

Note: This operational guidance provides essential supplementary information to be used in conjunction with other supporting documentation including text within the Water Control Plan.

Base Flow

DRY

FIGURE 3

2008 LORS

Part D: Establish Allowable Lake Okeechobee Releases to Tide (Estuaries)

Note: This operational guidance provides essential supplementary information to be used in conjunction with other supporting documentation including text

Apply Meteorological Forecasts on a Weekly Basis; apply Seasonal and

M lti S l Cli t /H d l i O tl k

When conducting Base Flow releases, flows can be distributed East and West up to 650 cfs as needed

Up to 30 day Meteorological

Forecast

Lake level projected to rise to High Lake Management Band

Up to Maximum Discharge Capacity

To Tidewater

S-77 Up to 6500 cfs

VERY WET

pp g g within the Water Control Plan.

High Lake Management Band

Multi-Seasonal Climate/Hydrologic Outlooks on a Monthly Basis p to minimize impacts or provide benefits through S-80 and S-79

Forecast

START

Tributary Hydrologic Conditions S-79 Up to 3000 cfs

S-80 Up to 1170 cfs

S 77 Up to 6500 cfs S-80 Up to 2800 cfs

Up to 30 day Meteorological

Forecast

Seasonal Climate/Hydrologic

Outlook

NORMAL TO WET

DRY

NORMAL TO

VERY WET

WET TO VERY WET

DRY

NORMAL

TO DRY

NORMAL TO DRY

High

VERY WET

NORMAL TO DRY

START

Lake Okeechobee

Level

Tributary Hydrologic

S-77 Up to 4000 cfs S-80 Up to 1800 cfs

Forecast

Up to 30 day Meteorological

Forecast

S-77 Up to 6500 cfs S-80 Up to 2800 cfs

NORMAL TO WET

Lake level projected to rise to High

Intermediate

VERY WET

S-79 Up to 3000 cfs S-80 Up to 1170 cfs

S-79 Up to 450 cfs S-80 Up to 200 cfs y g Conditions

Lake Stage Seasonal

Multi- Seasonal

Climate/Hydro Outlook

S 77 Up to 4000 cfsTRUE VERY WET

DRY

EITHER FORECAST INDICATES

NORMAL TO VERY WET

BOTH FORECASTS

INDICATE DRY

NORMAL TO VERY WET

DRY

Intermediate

Seasonal Climate/Hydro

Outlook & Meteorological

Forecast

VERY WET

FALSE

WET TO

WETTributary Hydrologic Conditions

NORMAL OR

Lake Stage within 1.0 ft of Intermediate

Seasonal Climate/Hydrologic

Outlook S-77 Up to 4000 cfs S-80 Up to 1800 cfs

TRUE VERY WET

OTHERWISE

Low *

WET TO

VERY WETMulti-

Seasonal Climate/Hydro

Outlook

S-79 Up to 450 cfs S-80 Up to 200 cfs

DRY *

NORMAL OR

WETTERSeasonal

Climate/Hydrologic Outlook

S-79 Up to 3000 cfs S-80 Up to 1170 cfs

* Very Dry Conditions may require that releases to tide (estuaries) be discontinued

NORMAL

OTHERWISE OTHERWISE

(NORMAL TO DRY)Base Flow *

S-79 Up to 450 cfs S-80 Up to 200 cfs

FIGURE 4

FIGURE 5

5.00

7.00

9.00

11.00

13.00

15.00

17.00

19.00

21.00 1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

1-

Ja n-

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

V D

Lake Elevation (January 1932 through June12, 2019)

A maximum elevation of 18.77 feet, NGVD was recorded on November 3, 1947.

FIGURE 6

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

20.00

1-Jan 1-Feb 1-Mar 1-Apr 1-May 1-Jun 1-Jul 1-Aug 1-Sep 1-Oct 1-Nov 1-Dec

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

V D

Lake Okeechobee Elevation Exceedance Curves

10% Exceedance 25% Exceedance

50% Exceedance 75% Exceedance

90% Exceedance

FIGURE 7

2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

Fl ow

(c fs

S-131 Pump Flow, (June 19, 2000 through June 19, 2019)

A maximum flow of 310 cfs was recorded on August 24, 2008.

FIGURE 8

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

9,000

10,000 Fl ow s ( cf s)

S-77 Flow (September 29, 1995 through June 12, 2019)

A maximum flow of 8,984 cfs was recorded on February 11, 2016.

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

1. 2. 2 Locat i on

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

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

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

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

1. 5. 1 Physi cal Condi t i ons

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

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

1. 5. 4 Obst r uct i on of Channel

1. 6 LAYOUT OF WORK

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

1. 6. 2 Layout

1. 6. 3 Sur vey

1. 7 DAMAGE TO WORK

1. 8 EXI STI NG WORK

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

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

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

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON ( NOT USED)

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

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

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

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

GDR SECTI ON 00 31 32, Geot echni cal Dat a Repor t f or Her ber t Hoover Di ke Pump St at i ons S- 4 and S- 131 St i l l i ng Wel l Repl acement s

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

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

Pr oj ect consi st s of t he r epl acement of t he st i l l i ng wel l s at Her ber t Hoover Di ke Pump St at i ons S- 4 and S- 131 whi ch wer e damaged dur i ng cut - of f wal l const r uct i on.

1. 2. 2 Locat i on

The pr oj ect i s l ocat ed i n Gl ades Count y, Fl or i da.

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

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

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

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

PROCEDURES.

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

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

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

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

1. 5 PHYSI CAL DATA

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

SECTI ON 01 11 00 Page 2

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

1. 5. 1 Physi cal Condi t i ons

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

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

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

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

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

1. 5. 4 Obst r uct i on of Channel

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

1. 6 LAYOUT OF WORK

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

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

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

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

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

SECTI ON 01 11 00 Page 3

Monument Descr i pt i on sect i on of t hese speci f i cat i ons.

See Sect i on 00 31 21 CONTROL MONUMENT DESCRI PTI ONS.

1. 6. 2 Layout

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

1. 6. 3 Sur vey

Pr ovi de equi pment , t ool s, mat er i al , l abor f or l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a, and el evat i ons est abl i shed by t he Gover nment . Mai nt ai n and pr eser ve al l monument s, st akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks or monument s ar e dest r oyed by t he Cont r act or or t hr ough negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at t hei r di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or .

The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 7 DAMAGE TO WORK

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

1. 8 EXI STI NG WORK

I n addi t i on t o FAR 52. 236- 9, Pr ot ect i on of Exi st i ng Veget at i on, St r uct ur es, Equi pment , Ut i l i t i es, and I mpr ovement s:

a. Remove or al t er exi st i ng wor k i n such a manner as t o pr event i nj ur y or damage t o any por t i ons of t he exi st i ng wor k whi ch r emai n.

b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed

SECTI ON 01 11 00 Page 4 dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k must be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.

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

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

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

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

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

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

See Sect i on 00 33 50 WEATHER AND WATER STAGE DATA t o obt ai n MONTHLY

ANTI CI PATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5- DAY WORK WEEK. A

r easonabl e number of ant i c i pat ed weat her del ay wor k days i s obt ai ned f r om t he aver age number of days per mont h ( r ounded t o t he near est whol e number ) wi t h pr eci pi t at i on gr eat er t han t hat i ndi cat ed i n Sect i on 00 33 50 WEATHER

AND WATER STAGE DATA.

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

Upon acknowl edgment of t he Not i ce t o Pr oceed ( NTP) and cont i nui ng t hr oughout t he Cont r act , r ecor d on t he dai l y CQC r epor t t he occur r ence of adver se weat her and r esul t ant i mpact t o nor mal l y schedul ed wor k. Act ual adver se weat her del ay days must pr event wor k on cr i t i cal act i v i t i es f or 50 per cent or mor e of t he Cont r act or ' s schedul ed wor k day. I ncl ude t he number of act ual adver se weat her del ay days i mpact ed by act ual adver se weat her ( even i f adver se weat her occur r ed i n pr evi ous mont h) , be cal cul at ed chr onol ogi cal l y f r om t he f i r st t o t he l ast day of each mont h, and be r ecor ded as f ul l days. I f t he number of act ual adver se weat her del ay days exceeds t he number of days ant i c i pat ed i n Sect i on 00 33 50 WEATHER AND WATER STAGE DATA ( r ounded t o t he near est whol e number ) , t he Cont r act i ng Of f i cer wi l l conver t any qual i f y i ng del ays t o cal endar days, gi v i ng f ul l consi der at i on f or equi val ent f ai r weat her wor k days, and i ssue a modi f i cat i on i n accor dance wi t h t he Cl ause DEFAULT ( FI XED PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

SECTI ON 01 11 00 Page 5

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON ( NOT USED)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 6

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

1. 2. 2 I nst r uct i ons

1. 3 SUBMI TTALS

1. 4 JOB PAYMENT I TEMS

1. 4. 1 Pr oj ect I ni t i at i on Act i v i t i es ( Li ne I t em 0001)

1. 4. 2 Pump St at i on S- 4 St i l l i ng Wel l ( Li ne I t em 0002)

1. 4. 3 Pump St at i on S- 131 St i l l i ng Wel l ( Li ne I t em 0003)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Par t ner i ng Regr oup ( Li ne I t em 0004)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

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

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

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

SECTI ON 01 22 00 Page 1

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

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

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

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i on

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

1. 2. 2 I nst r uct i ons

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

( RMS CM) .

1. 3 SUBMI TTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES. Submi t t he f ol l owi ng pr econst r uct i on submi t t al i t ems no l at er t han 30 cal endar days af t er Not i ce t o Pr oceed:

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

Schedul e of Val ues; G, RO

SD- 07 Cer t i f i cat es

Request f or Pr ogr ess Payment ; G, RO

SECTI ON 01 22 00 Page 2

1. 4 JOB PAYMENT I TEMS

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

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

1. 4. 1 Pr oj ect I ni t i at i on Act i v i t i es ( Li ne I t em 0001)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o act i v i t i es i ncl udi ng pr epar at or y wor k, document i ng exi st i ng condi t i ons, mobi l i zat i on and demobi l i zat i on, est abl i shment of st agi ng ar eas and associ at ed secur i t y f enci ng, and ot her i nf r ast r uct ur e t o mai nt ai n Gover nment and Cont r act or access t o and use of t he s i t e, est abl i shment of i ni t i al pr oj ect management and coor di nat i on t o i ncl ude an i ni t i al and f ol l ow- up/ r e- gr oup par t ner i ng meet i ng, est abl i shment and mai nt enance of pr oj ect cont r ol s, and obt ai ni ng use of t est i ng f aci l i t i es i ncl udi ng val i dat i on, equi pment and f ur ni shi ngs. See Cl ause PAYMENT FOR MOBI LI ZATI ON AND PREPARATORY WORK of Sect i on 00700 Cont r act Cl auses i n Vol ume 1.

1. 4. 2 Pump St at i on S- 4 St i l l i ng Wel l ( Li ne I t em 0002)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o i nst al l at i on of a pump st at i on st i l l i ng wel l . Payment under t hi s l i ne i t em i ncl udes, but i s not l i mi t ed t o, const r uct i on of t he access and pl at f or m, pl acement of t he st i l l i ng wel l , i nst al l at i on of equi pment , and el ect r i cal and t el ecommuni cat i ons connect i ons.

1. 4. 3 Pump St at i on S- 131 St i l l i ng Wel l ( Li ne I t em 0003)

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o i nst al l at i on of a pump st at i on st i l l i ng wel l . Payment under t hi s l i ne i t em i ncl udes, but i s not l i mi t ed t o, const r uct i on of t he access and pl at f or m, pl acement of t he st i l l i ng wel l , i nst al l at i on of equi pment , and el ect r i cal and t el ecommuni cat i ons connect i ons.

SECTI ON 01 22 00 Page 3

1. 5 UNI T PRI CE PAYMENT I TEMS

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

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

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

1. 5. 1 Par t ner i ng Regr oup ( Li ne I t em 0004)

1. 5. 1. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h and i nci dent al t o conduct i ng a par t ner i ng r egr oup. See Sect i on 01 30 00 ADMI NI STRATI VE PROCEDURES. The i ni t i al par t ner i ng meet i ng wi l l not be pai d f or under t hi s l i ne i t em as i t i s a di st r i but ed cost mandat or y admi ni st r at i ve act i on. Payment wi l l onl y be made f or act ual number of par t ner i ng r egr oups conduct ed.

1. 5. 1. 2 Measur ement

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

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

Each.

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 PAYMENT PROCEDURES

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

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

For pr ogr ess payment s, ensur e ACTI VI TY SCHEDULE, FEATURE SCHEDULE, submi t t al r egi st er , and punchl i st s ar e al l up t o dat e. Use PROGRESS PAYMENTS t o REQUREST ACTI VI TY f or bot h ACTI VI TY EARNI NGS dat a ent r y page and OTHER EARNI NG. Pr ovi de har d copi es of suppor t i ng i nvoi ces and quant i t y measur ement s t o suppor t al l r equest ed ear ni ngs.