B.08.02_W912EP19R0013_C-44_Intake_Canal_V2.pdf

W912EP19R0013

Jacksonville District

C-44 Reservoir/STA Project, C-44 Intake Canal – Bank Stabilization (ICBS)

Martin County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

C- 44 Reser voi r / STA Pr oj ect , C- 44 I nt ake Canal - Bank St abi l i zat i on ( I CBS) , Mar t i n Count y, Fl or i da

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 25 OWNER SAFETY REQUI REMENTS - DI VI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

01 45 04 CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 52 10 CONTRACTI NG OFFI CER' S FI ELD OFFI CE

01 55 26 TRAFFI C CONTROL

01 57 20 ENVI RONMENTAL PROTECTI ON

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

01 78 02 CLOSEOUT SUBMI TTALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 19 SEEDI NG AND SODDI NG

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

35 31 19 RI PRAP SYSTEM

- - 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 - F007

PID - AF7685

MARKER: FLANGE-ENCASED ROD

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

STAMPING: F007 1992

MARK LOGO: NGS

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - October 06, 2014 ROD/PIPE-DEPTH: 4.40 meters

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED KEISCH

HISTORY - 20141006 GOOD FLDT

STATION DESCRIPTION/RECOVERY (2003)

RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES---REFERENCES--SET CARSONITE

WITNESS POST ON A MAGNETIC AZIMUTH OF 274 DEGREES AT A DISTANCE OF 15.60 FT.

STATION DESCRIPTION/RECOVERY (2004)

THE MARK IS ABOUT 25.5 MI SOUTHEAST OF OKEECHOBEE, 20.0 MI SOUTHWEST OF

STUART, 0.5 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 0.45 MI TO THE MARK ON THE LEFT, AN

ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP FLUSH WITH THE

GROUND AND LEVEL WITH COUNTY ROAD 609, THE DATUM POINT IS RECESSED 0.4 FT

BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 105.0 FT SOUTH OF THE EXTENDED CENTERLINE OF THE ENTRANCE TO THE

INDIANWOOD GOLF COURSE, 15.4 FT EAST OF A CARSONITE WITNESS POST, 11.3 FT

WEST OF THE WEST EDGE OF THE PAVEMENT OF COUNTY ROAD 609.

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 (2014)

RECOVERED IN GOOD CONDITION BY FLORIDA DEPARTMENT OF TRANSPORTATION 2014

SECTION 00 31 21 Page 2

DESIGNATION - J 522

PID - AJ8245

MARKER: FLANGE-ENCASED ROD

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

STAMPING: J 522 2001 CERP

MARK LOGO: NONE

PROJECTION: RECESSED 8 CENTIMETERS

MAGNETIC: OTHER; SEE DESCRIPTION

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - September 20, 2011 ROD/PIPE-DEPTH: 13.7 meters

HISTORY - Date Condition Report By

HISTORY - 20010903 MONUMENTED FOST

HISTORY - 20100728 GOOD FL-085

HISTORY - 20110920 GOOD FLDT

STATION DESCRIPTION/RECOVERY (2002)

THE MONUMENT IS LOCATED 1.15 MILES (1.85 KM) EAST OF INDIANTOWN, FL. AND

12.75 MILES (20.52 KM) WEST OF THE I-95 AND STATE ROAD 76 INTERCHANGE

SOUTHWEST OF STUART, FL., SECTION 3, TOWNSHIP 40 SOUTH, RANGE 39 EAST.

OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION.

TO REACH MONUMENT FROM THE JUNCTION OF THE STATE ROAD 710 RAMP AND STATE ROAD

76 IN INDIANTOWN, GO EAST 1.15 MILES (1.85 KM) ALONG STATE ROAD 76 TO THE

MONUMENT ON THE SOUTH (RIGHT) SIDE OF THE ROAD IN THE RIGHT OF WAY. THE

MONUMENT LOCATION IS ON THE SOUTHEAST SIDE OF BRIDGE NO. 890141 NEAR THE END

OF THE GUARDRAIL ANCHOR.

THE MONUMENT IS 31.7 FEET (9.66 M) SOUTH OF THE CENTERLINE OF THE ROAD, 4.0

FEET (1.22 M) SOUTHWEST OF THE LAST POST OF THE GUARDRAIL AND 5.0 FEET (1.52

M) SOUTHEAST OF THE NEXT TO LAST POST OF THE GAURDRAIL. ACCESS TO THE DATUM

POINT (TOP OF A STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH LOGO CAP.

NOTE A MAGNET WAS PLACED INSIDE THE PVC PIPE.

STATION RECOVERY (2011)

RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2011 (PED)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 3

DESIGNATION - N 522

PID - AJ8248

MARKER: SURVEY DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: N 522 2001 CERP

MARK LOGO: USE

PROJECTION: RECESSED 20 CENTIMETERS

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: SATELLITE OBSERVATIONS - December 20, 2015

HISTORY - Date Condition Report By

HISTORY - 20010904 MONUMENTED FOST

HISTORY - 20020424 GOOD MAPTEC

HISTORY - 20151220 GOOD WOOLPT

STATION DESCRIPTION/RECOVERY (2002)

THE MONUMENT IS LOCATED 5.0 MILES (8.05 KM) EAST OF INDIANTOWN, FL. AND 8.9

MILES WEST OF THE I-95 AND STATE ROAD 76 INTERCHANGE SOUTHWEST OF STUART, FL.

- OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION.

TO REACH MONUMENT FROM THE JUNCTION OF THE STATE ROAD 710 RAMP AND STATE ROAD

76 IN INDIANTOWN, GO EAST 5.0 MILES ALONG STATE ROAD 76 TO THE MONUMENT

LOCATION ON THE NORTH (LEFT) SIDE OF THE ROAD IN THE RIGHT OF WAY. THE

MONUMENT LOCATION IS A CONCRETE POST SET 39.2 FT SOUTHWEST OF THE EAST GATE

POST OF THE WESTERN MOST ENTRANCE OF A NURSERY AT 8775 SW KANNER ROAD (STATE

ROAD 76).

THE MONUMENT IS 48.6 FEET (14.81 M) NORTH OF THE CENTERLINE OF THE ROAD, 37.0

FEET (11.28 M) SOUTH OF A POWER POLE WITH GUY WIRE ON THE WEST SIDE OF

ENTRANCE GATE AND 85.8 FEET (26.15 M) WEST OF THE WEST END OF A DRIVEWAY

CULVERT (8775 SW KANNER ROAD (STATE ROAD 76)).

NOTE: A MAGNET WAS BURIED NEARBY AT AN UNSPECIFIED POSITION.

STATION RECOVERY (2015)

RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (RMC)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 4

Designation: STU APPELBAUM

PID: BBCV07

Stamping: STU APPELBAUM 2012 Stability: Most reliable; expected to hold position well

Setting: Abutment or pier of large bridge Description: From the intersection of highway 710 (SW Warfield Blvd) and SW Citrus Blvd proceed easterly along

SW Citrus Blvd for 0.5 miles to the intersection with County Rd 726 and turn left. Proceed Northeasterly along County Rd 726 for 3.3 miles to the mark on the left. Mark is set in the Northeast abutment of a concrete bridge over a canal.

SECTION 00 31 21 Page 5

DESIGNATION - C44RV3 RESET

PID - N/A

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.

1. The below stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract related hydrographic surveying purposes, as noted on the control drawing(s) of the contract plans. All elevations in this section of the report are in feet, National Geodetic Vertical Datum of 1929 (ft., NGVD29).

2. The C-44 Intake Canal – Bank Stabilization Project area is located in southern Martin County directly north of the C-44 Canal (also known as the St. Lucie River Canal), approximately halfway between Lake Okeechobee and the Atlantic Ocean. Spillway and lock Structure 308 (S-308), at Lake Okeechobee, is approximately 12.25 miles upstream from the project area, and spillway and lock Structure 80 (S-80) is approximately 15.5 miles downstream.

3. Water levels are mainly affected by rainfall, evaporation, local runoff, and the operation of Lake Okeechobee which 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 ft., NGVD29, on a seasonally varying basis. This optimum elevation range may be exceeded due to rainfall events over Lake Okeechobee’s watershed, and/or wind effects on Lake Okeechobee.

4. S-308 is also known as Port Mayaca Lock and Spillway. It is located at the head of the C-44 Canal on the east shore of Lake Okeechobee, and consists of four vertical lift gates and a reinforced concrete lock with two sector gates. S-308 and Structure 77 (S-77), located on the southwest side of Lake Okeechobee, provide the main capacity outlets for Lake Okeechobee.

S-308 also provides means for passing boat traffic between Lake Okeechobee and the C-44 Canal. In addition, S-308 prevents hurricane tides on Lake Okeechobee from entering the C-44 Canal. The lock may open full when the Lake Okeechobee water elevation is below 14.5 ft., NGVD29.

5. S-80 is located in the C-44 Canal approximately 8 miles southwest of Stuart; this structure consists of seven taintor gates that can pass the 100-Yr and standard project flood (SPF) and a reinforced concrete lock with two sector gates. S-80 along with S-308 controls the easterly discharge of Lake Okeechobee water to tidewater. In addition, S-80 provides means for passing boat traffic through the C-44 Canal. When S-308, is closed, S-80 will maintain an upstream elevation from 14.0 to 15.0 ft., NGVD29 in so far as is possible.

6. Historical average daily Lake Okeechobee water surface elevations from 1932 through July 24, 2018 are provided graphically in Figure 5. A maximum peak lake elevation of 18.77 ft., NGVD29 was recorded on November 3, 1947. These elevations may be exceeded due to rainfall events over the lake’s watershed, and/or wind effects on the Lake. Exceedance curves for Lake

SECTION 00 33 50 WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 1

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 the period of record. 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. The graph may also be used as a rough indicator of the probable seasonal variations in elevations.

7. Historical S-308 flows for the period from May 1, 1996 through July 22, 2018 are provided graphically in Figure 7. A maximum flow of 7,695 cubic feet per second (CFS) was recorded on September 27, 2005.

8. Historical C-44 elevations as recorded at the headwater of S-80 for the period from September 25, 1995 through July 22, 2018 are provided graphically in Figure 8. A maximum elevation of 16.95 ft., NGVD29 was recorded on October 16, 1999.

9. Note that all hydrometeorological data in this section are provisional and subject to revision.

In general, historic water levels and discharges are not necessarily indicative of future levels and discharges. The contractor should be able to obtain hydrometeorological data from the Jacksonville District, Water Management Section’s website, which can be found at:

http://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ and also from the South Florida Water Management District’s (SFWMD’s) website, which can be found at:

http://www.sfwmd.gov.

10. 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 Climatic Data Center, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http://www.ncdc.noaa.gov/.

11. 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

SECTION 00 33 50 WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 2 http://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ http://www.ncdc.noaa.gov/ 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:

http://www.srh.noaa.gov/mfl/.

12. .The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK

DAYS BASED ON A 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 Stuart, Florida located at latitude 27.1897 and longitude -80.2397.

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

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

Stuart 1 1 2 2 2 3 3 4 3 3 1 1

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

SECTION 00 33 50 Page 3 http://www.srh.noaa.gov/mfl/

SECTION 00 33 50 Page 4

SECTION 00 33 50 Page 5

SECTION 00 33 50 Page 6

SECTION 00 33 50 Page 7

Figure 5

5.00

7.00

9.00

11.00

13.00

15.00

17.00

19.00

21.00

E le va tio n ( f t, N

G V

D

Lake Okeechobee Elevation ( 1932 Through July, 24, 2018)

A maximum elevation of 18.77 ft, NGVD29 was recorded on November 3, 1947.

SECTION 00 33 50 Page 8

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 t, N

G V

D

Lake Okeechobee Elevation Exceedance Curves (1932 through July 24, 2018)

10% Exceedance 25% Exceedance

50% Exceedance 75% Exceedance

90% Exceedance

SECTION 00 33 50 Page 9

Figure 7

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

9,000

1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018

FL

ow s ( cf

s) S-308 Flows(May 1, 1996 through July 22, 2018)

A maximum flow of 7,695 cfs was recorded on September,27,2005.

SECTION 00 33 50 Page 10

Figure 8

5.00

8.00

11.00

14.00

17.00

20.00

E le va tio ns (f t, N

G V

D

C-44 Elevation as measured at

S-80 Headwater (September 25, 1995 through July 22, 2018)

A maximum elevation of 16.95 feet, NGVD was recorded on October 16, 1999.

SECTION 00 33 50 Page 11

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. 1. 1 Base

1. 2. 1. 2 Opt i on A

1. 2. 2 Locat i on and Access

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. 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

1. 10 SOUTH FLORI DA WATER MANAGEMENT DI STRI CT

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

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

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

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

FLORI DA DEPARTMENT OF TRANSPORTATI ON ( FDOT)

FDOT Fl or i da Depar t ment of Tr anspor t at i on ( FDOT) St andar d Speci f i cat i ons f or Road and Br i dge Const r uct i on, l at est Edi t i on.

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

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or C- 44 I nt ake Canal - Bank St abi l i zat i on Pr oj ect , I ndi ant own, FL

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

The scope of wor k f or t hi s pr oj ect consi st s of gr adi ng of t he s l opes of t he C- 44 I nt ake Canal st ar t i ng f r om t he nor t h s i de of t he Ci t r us Boul evar d Br i dge at St at i on 9+45 up t o t he cr ossi ng i n t he I nt ake Canal at St at i on 189+00 and pl aci ng geot ext i l e f abr i c wi t h a 12 t o 18 i nch t hi ck l ayer of r i pr ap on t op. Si nce most of t he pr oposed geot ext i l e and r i pr ap wi l l be pl aced under wat er ( 18 i nches t hi ck up t o el evat i on 13. 0' , NAVD) hydr ogr aphi c and t opogr aphi c sur veys shal l be secur ed bef or e, dur i ng and af t er const r uct i on. The bot t om t oe and t he 1V: 3H si de s l opes of t he canal shal l be gr aded f or pl acement of t he geot ext i l e and r i pr ap t o t he desi gn t op el evat i on of 15. 3' NAVD, as shown on t he dr awi ngs. Al l const r uct i on wi l l be done i n t he wet , dewat er i ng of t he canal i s not al l owed f or r i pr ap pl acement . The mat er i al r emoved f r om t he gr adi ng of t he s l opes shal l be pl aced i n t he desi gnat ed di sposal ar ea. The Cont r act or i s r esponsi bl e f or mai nt ai ni ng dr ai nage i n t he st ockpi l e ar ea and t he access t o t he di sposal ar ea. Swal es ar ound st ockpi l es may be r equi r ed based on t he Cont r act or st ockpi l e pl an. The Cont r act or i s r esponsi bl e f or pr ovi di ng st abi l i zat i on of t he st ockpi l ed ar ea. Maxi mum si de s l ope f or st ockpi l e ar ea i s 3: 1.

Thi s cont r act has a base and an opt i on. The base has an or der of wor k t hat wi l l be compl et ed i n t wo phases. Phase I shal l be compl et ed f i r st . The second or der of wor k shal l be Phase I I . The Cont r act or shal l not i f y t he Gover nment when Phase I I i s t hr ee mont hs f r om compl et i on. The f ol l owi ng descr i bes each phase i n t he base cont r act and t he opt i on:

SECTI ON 01 11 00 Page 2

1. 2. 1. 1 Base

a. Phase I ( Fi r st Or der of Wor k) - Gr adi ng of t he t oe and sl ope of t he east s i de of t he C- 44 I nt ake Canal and t he i nst al l at i on of t he geot ext i l e and r i pr ap. Thi s wor k shal l s t ar t f r om t he east bank St at i on 120+00 and end at t he east bank St at i on 189+00 ( as shown on t he drawings).

b. Phase I I ( Second Or der of Wor k) - Gr adi ng of t he t oe and sl ope of t he C- 44 I nt ake Canal and i nst al l at i on of t he geot ext i l e and r i pr ap.

Thi s wor k shal l s t ar t on t he east bank St at i on 9+75 and west bank St at i on 9+45 of t he I nt ake Canal and end at St at i on 120+00 on t he east bank and St at i on 189+00 on t he west bank.

1. 2. 1. 2 Opt i on A

Ther e ar e exi st i ng f eat ur es wi t hi n t he l i mi t s of const r uct i on of t hi s opt i on t hat wi l l be r emoved and/ or modi f i ed by ot her s. Feat ur es shown i n dr awi ngs depi ct bot h pr oposed and exi st i ng condi t i ons. Upon const r uct i on compl et i on by ot her s, t he ar ea i n t hi s opt i on wi l l be r e- sur veyed by t he Gover nment and pr ovi ded t o t he Cont r act or . The Opt i on i ncl udes gr adi ng of t he t oe and sl ope of t he r emai ni ng C- 44 I nt ake Canal and pl aci ng geot ext i l e and r i pr ap. Thi s wor k shal l s t ar t f r om St at i on 189+00 and t i e i nt o t he exi st i ng ar t i cul at ed concr et e bl ock mat s near St at i on 202+37.

1. 2. 2 Locat i on and Access

The Pr oj ect i s l ocat ed i n Mar t i n Count y, FL j ust nor t h of t he C- 44 Canal ( St . Luci e Canal ) bet ween Lake Okeechobee and t he At l ant i c Ocean. The C- 44 I nt ake Canal i s l ocat ed about 3 mi l es east of I ndi ant own, FL al ong CR 726 ( Ci t r us Boul evar d) .

Pr oj ect access f r om t he east i s pr ovi ded by t he exi st i ng paved pr oj ect access r oad. Pr oj ect access f r om t he west i s by t he exi st i ng pr i vat e Mi nut e Mai d Road. The Cont r act or i s r esponsi bl e f or obt ai ni ng a per mi t t o use Mi nut e Mai d Road t hr ough The Tr oop I ndi ant own Wat er Cont r ol Di st r i c t ( TI WCD) . The cont act i s Amy Eason, Di st r i c t Engi neer f or TI WCD, 561- 684- 3375, AMY. EASON@AECOM. COM.

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. The t i me f or compl et i on does not i nc l ude est abl i shment of gr ass. Gr ass shal l be est abl i shed not l at er t han t he t i me st at ed i n 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 pl us t he t i me st at ed f or t he est abl i shment of gr ass as set f or t h i n par agr aph ACCEPTANCE OF ESTABLI SHED GRASS AREAS of Sect i on 32 92 19 SEEDI NG AND SODDI NG.

SECTI ON 01 11 00 Page 3

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

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

1. 5 PHYSI CAL DATA

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

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

1. 5. 1 Physi cal Condi t i ons

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

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

See Sect i on 00 33 50 WEATHER 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. 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 nc l uded f i el d sur vey wi l l c i t e a par t i cul ar sur vey number , and speci f y t he cont r ol used t o conduct t hat sur vey. Addi t i onal i nf or mat i on i s i ncl uded i n t he Sur vey Not es t hat must be dupl i cat ed i f an at t empt t o r ecr eat e t he subj ect sur vey i s desi r ed.

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

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

1. 6. 2 Layout

Fr om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he

SECTI ON 01 11 00 Page 4

Gover nment , t he Cont r act or shal l compl et e t he l ayout of t he wor k and shal l be r esponsi bl e f or al l measur ement s t hat may be r equi r ed f or t he execut i on of t he wor k t o t he l ocat i on and l i mi t mar ks pr escr i bed i n t he speci f i cat i ons or on t he cont r act dr awi ngs, subj ect t o such modi f i cat i ons as t he Cont r act i ng Of f i cer may r equi r e t o meet changed condi t i ons or as a r esul t of necessar y modi f i cat i ons t o t he cont r act wor k.

1. 6. 3 Survey

The Cont r act or shal l f ur ni sh, at hi s own expense, such st akes, t empl at es, pl at f or ms, equi pment , t ool s and mat er i al , and al l l abor as may be r equi r ed i n l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment . I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l 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 hi s negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at hi s di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or . The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 7 DAMAGE TO WORK

The r esponsi bi l i t y f or damage t o any par t of t he per manent wor k shal l be as set f or t h i n Cl ause PERMI TS AND RESPONSI BI LI TI ES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. However , i f , i n t he j udgment of t he Cont r act i ng Of f i cer , any par t of t he per manent wor k per f or med by t he Cont r act or i s damaged by f l ood, ear t hquake, hur r i cane, or t or nado, whi ch damage i s not due t o t he f ai l ur e of t he Cont r act or t o t ake r easonabl e pr ecaut i ons or t o exer ci se sound engi neer i ng and const r uct i on pr act i ces i n t he conduct of t he wor k, t he Cont r act or wi l l make t he r epai r s as or der ed by t he Cont r act i ng Of f i cer and f ul l compensat i on f or such r epai r s wi l l be made at t he appl i cabl e cont r act uni t or 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, damage t o al l wor k ( i ncl udi ng t empor ar y const r uct i on) , ut i l i t i es, mat er i al s, equi pment and pl ant shal l be r epai r ed t o t he sat i sf act i on of t he Cont r act i ng Of f i cer at t he Cont r act or ' s expense, r egar dl ess of t he cause of such damage. Repai r s t o t he pr oj ect access r oad and/ or Mi nut e Mai d Road shal l be per FDOT specifications.

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 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 shal l be i n a condi t i on

SECTI ON 01 11 00 Page 5 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 , t he Cont r act or wi l l 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. The number of act ual adver se weat her del ay days shal l i ncl ude 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 Section 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.

1. 10 SOUTH FLORI DA WATER MANAGEMENT DI STRI CT

I t i s under st ood and agr eed by t he par t i es her et o t hat t he pr oj ect wor ks bei ng per f or med under t hi s cont r act ar e f or t he benef i t of t he Sout h Fl or i da Wat er Management Di st r i c t , whi ch agency, as t he r epr esent at i ve of t he St at e of Fl or i da, i s r esponsi bl e f or acqui s i t i on of l ands upon whi ch t he const r uct i on i s t o t ake pl ace. Thi s r esponsi bi l i t y i s pur suant t o aut hor i z i ng l egi s l at i on of t he Congr ess of t he Uni t ed St at es of Amer i ca.

SECTI ON 01 11 00 Page 6

I t i s c l ear l y under st ood t hat t he pr oj ect wor ks t o be const r uct ed her ei n, upon compl et i on, wi l l be t ur ned over t o t hat agency f or oper at i on and mai nt enance as par t of t he Gover nment ' s pr oj ect agr eement obl i gat i on.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 7

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 Tempor ar y Access Roads and St agi ng Ar ea ( Li ne I t em 0016)

1. 5 UNI T PRI CE PAYMENT I TEMS

1. 5. 1 Excavat i on ( Li ne I t ems 0001, 0005, 0009 and 0018)

1. 5. 1. 1 Payment

1. 5. 1. 2 Measur ement

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

1. 5. 2 Geot ext i l e ( Li ne I t ems 0002, 0006, 0010 and 0019)

1. 5. 2. 1 Payment

1. 5. 2. 2 Measur ement

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

1. 5. 3 Ri pr ap ( Li ne I t ems 0003, 0007, 0011 and 0020)

1. 5. 3. 1 Payment

1. 5. 3. 2 Measur ement

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

1. 5. 4 Soddi ng ( Li ne I t ems 0004, 0008, 0012 and 0021)

1. 5. 4. 1 Payment

1. 5. 4. 2 Measur ement

1. 5. 4. 3 Uni t of Measur e

1. 5. 5 Par t ner i ng Regr oup at Resi dent or Fi el d Of f i ce ( Li ne I t em 0013)

1. 5. 5. 1 Payment

1. 5. 5. 2 Measur ement

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

1. 5. 6 Par t ner i ng Regr oup at Separ at e Venue ( Li ne I t em 0014)

1. 5. 6. 1 Payment

1. 5. 6. 2 Measur ement

1. 5. 6. 3 Uni t of Measur e

1. 5. 7 Cont r act i ng Of f i cer ' s Fi el d Of f i ce ( Li ne I t em 0015)

1. 5. 7. 1 Payment

1. 5. 7. 2 Measur ement

1. 5. 7. 3 Uni t of Measur e

1. 5. 8 Fi l l Pl acement ( Li ne I t em 0017)

1. 5. 8. 1 Payment

1. 5. 8. 2 Measur ement

1. 5. 8. 3 Uni t of Measur e

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

SECTI ON 01 22 00 Page 1

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 2

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 c t 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 Definition

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

1. 2. 2 Instructions

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

( RMS CM) .

1. 3 SUBMITTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Tr ansmi t submi t t al i t ems i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES. 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

Pr ovi de a br eakdown of j ob i t ems i nt o pr oposed pay act i v i t i es as par t of t he i ni t i al pr oj ect 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.

SECTI ON 01 22 00 Page 3

SD- 07 Cer t i f i cat es

Request f or Pr ogr ess Payment ; G, RO

Submi t mont hl y i n accor dance wi t h subpar agr aph " Request i ng Pr ogr ess Payment " bel ow.

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, shal 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 s t ed shal l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

Pr ogr ess payment s f or 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 a l i s t of pay act i v i t i es, ( Schedul e of Val ues) t o br eakdown bi d f or each j ob CLI N. The Schedul e of Val ues shal l be submi t t ed f or Gover nment appr oval wi t h t he basel i ne schedul e submi t t al ( see Sect i on 01 32 01 PROJECT SCHEDULE) . An unbal anced Schedul e of Val ues and Pay Act i v i t y Schedul e wi l l be r et ur ned f or r evi s i on. I f t hi s cont r act cont ai ns ei t her t he Cont i nui ng Cont r act s c l ause or t he Cont i nui ng Cont r act s ( Al t er nat e) c l ause, t he Cont r act or shoul d t ake i nt o account t he amount r eser ved f or cont r act payment s when pr epar i ng t he const r uct i on schedule.

1. 4 Tempor ar y Access Roads and St agi ng Ar ea ( Li ne I t em 0016)

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o act i v i t i es i ncl udi ng pr epar at or y wor k, est abl i shment of s i t e access r oads, haul r oads, st agi ng ar eas, di sposal ar eas, 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, and est abl i shment and mai nt enance of pr oj ect cont r ol s and any i ni t i al mai nt enance cl ear i ng and gr ubbi ng r equi r ed, and r est or e t he pr oj ect t o t he or i gi nal condi t i ons. Pr e and Post sur vey of t he di sposal ar ea i s al so i ncl uded.

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 s t ed shal l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s , and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al and endanger ed speci es pr ot ect i on, t ur bi di t y cont r ol and moni t or i ng, 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.

SECTI ON 01 22 00 Page 4

1. 5. 1 Excavat i on ( Li ne I t ems 0001, 0005, 0009 and 0018)

1. 5. 1. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o excavat i on, t r anspor t at i on, and di sposal of mat er i al s; excavat i on, haul i ng and st ockpi l i ng of t opsoi l ; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) and di sposal ar ea( s) ; seedi ng; er osi on and t ur bi di t y cont r ol ; noi se cont r ol ; and, debr i s r emoval .

1. 5. 1. 2 Measurement

The t ot al amount of mat er i al r emoved, and t o be pai d f or under t hi s cont r act , wi l l be measur ed by t he vol ume i n- pl ace pr i or t o excavat i on wi t h quant i t i es det er mi ned by di gi t al t er r ai n model ( DTM) sur f ace t o sur f ace comput at i ons. The Gover nment wi l l per f or m i ni t i al and f i nal sur veys i n accor dance wi t h t he c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. The i ni t i al and f i nal DTM sur f aces used f or cal cul at i on of f i nal quant i t i es wi l l be det er mi ned f r om t he or i gi nal ( i ni t i al sur f ace) sur vey per f or med by t he Gover nment af t er c l ear i ng and bef or e excavat i on, and t he f i ni shed gr ades ( f i nal sur f ace) as shown on t he dr awi ngs. The f i nal sur vey per f or med by t he Gover nment wi l l be used t o ver i f y t hat excavat i on i s compl et e t o t he r equi r ed f i ni shed gr ades, and t hat t ol er ances have not been exceeded. Excavat i on bel ow r equi r ed f i ni shed gr ades wi l l not be i ncl uded i n quant i t i es cal cul at ed f or f i nal payment .

The est i mat ed quant i t y f or t hi s l i ne i t em does not i ncl ude t ol er ances. The Cont r act or i s r esponsi bl e f or consi der i ng t he cost of r equi r ed t ol er ances, and i ncl udi ng t hi s cost i n t he uni t pr i ce f or t hi s l i ne i t em ( See Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE i n Vol ume 1) . DTM sur f aces used f or cal cul at i on of quant i t i es f or pr ogr ess payment s wi l l be det er mi ned f r om t he or i gi nal sur vey per f or med by t he Gover nment , and el evat i ons above f i ni shed gr ade obt ai ned f r om pr ogr ess sur veys per f or med by t he Cont r act or i n accor dance wi t h t he c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

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

Cubi c yar d.

1. 5. 2 Geot ext i l e ( Li ne I t ems 0002, 0006, 0010 and 0019)

1. 5. 2. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o f ur ni shi ng, t r anspor t at i on, and pl acement of geot ext i l e; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) ; and noi se cont r ol .

1. 5. 2. 2 Measurement

Geot ext i l e wi l l be measur ed f or payment by t he ar ea pl aced

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

Squar e yar d.

SECTI ON 01 22 00 Page 5

1. 5. 3 Ri pr ap ( Li ne I t ems 0003, 0007, 0011 and 0020)

1. 5. 3. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o pr ocessi ng and f ur ni shi ng, t r anspor t at i on, and pl acement of r i pr ap, i ncl udi ng sampl i ng and eval uat i on t est sect i on wor k ( f i el d qual i t y cont r ol ) ; pr ovi di ng and mai nt ai ni ng access t o t he wor k s i t e( s) ; and noi se cont r ol .

1. 5. 3. 2 Measurement

The t ot al amount of r i pr ap pl aced, and t o be pai d f or under t hi s cont r act , wi l l be measur ed by t he vol ume i n- pl ace wi t h quant i t i es det er mi ned by di gi t al t er r ai n model ( DTM) sur f ace t o sur f ace comput at i ons. The Gover nment wi l l per f or m i ni t i al and f i nal sur veys i n accor dance wi t h t he c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. The i ni t i al and f i nal DTM sur f aces used f or cal cul at i on of f i nal quant i t i es wi l l be det er mi ned f r om t he or i gi nal ( i ni t i al sur f ace) sur vey per f or med by t he Gover nment af t er excavat i on and si t e pr epar at i on and bef or e r i pr ap pl acement , and t he f i ni shed gr ades ( f i nal sur f ace) as shown on t he dr awi ngs. The f i nal sur vey per f or med by t he Gover nment wi l l be used t o ver i f y t hat r i pr ap pl acement i s compl et e t o t he r equi r ed f i ni shed gr ades, and t hat t ol er ances have not been exceeded. Ri pr ap above r equi r ed f i ni shed gr ades wi l l not be i ncl uded i n quant i t i es cal cul at ed f or f i nal payment .

The est i mat ed quant i t y f or t hi s l i ne i t em does not i ncl ude t ol er ances. The Cont r act or i s r esponsi bl e f or consi der i ng t he cost of r equi r ed t ol er ances, and i ncl udi ng t hi s cost i n t he uni t pr i ce f or t hi s l i ne i t em ( See Sect i on 00010A LI NE I TEMS AND PRI CI NG SCHEDULE i n Vol ume 1) . DTM sur f aces used f or cal cul at i on of quant i t i es f or pr ogr ess payment s wi l l be det er mi ned f r om t he or i gi nal sur vey per f or med by t he Gover nment , and el evat i ons bel ow f i ni shed gr ade obt ai ned f r om pr ogr ess sur veys per f or med by t he Cont r act or i n accor dance wi t h t he c l ause QUANTI TY SURVEYS of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

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

Cubi c yar d.

1. 5. 4 Soddi ng ( Li ne I t ems 0004, 0008, 0012 and 0021)

1. 5. 4. 1 Payment

Payment wi l l be made f or al l cost s associ at ed wi t h or i nci dent al t o seedi ng and soddi ng as speci f i ed i n Sect i on 32 92 19 SEEDI NG AND SODDI NG. Payment const i t ut es f ul l compensat i on f or f ur ni shi ng, pl ant i ng or pl aci ng and mai nt ai ni ng seeded ar eas or sod, t hat r esul t s i n a heal t hy st and of gr ass cover as r equi r ed, i ncl udi ng t he pr ovi s i on and use of equi pment , er osi on cont r ol met hods and mat er i al s, f er t i l i zer s, soi l amendment s, mul ch, pest i c i des and wat er .

1. 5. 4. 2 Measurement

Soddi ng wi l l be measur ed f or payment by t he ar ea sodded. Seedi ng wi l l not be measur ed separ at el y f or payment . Al l cost s associ at ed wi t h seedi ng shal l be i ncl uded i n t he uni t pr i ce f or t he ar ea t hat i s sodded.

1. 5. 4. 3 Uni t of Measur e

Squar e yar d.

SECTI ON 01 22 00 Page 6

1. 5. 5 Par t ner i ng Regr oup at Resi dent or Fi el d Of f i ce ( Li ne I t em 0013)

1. 5. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o conduct i ng a par t ner i ng r egr oup, i ncl udi ng f aci l i t at or expenses, and addi t i onal of f i ce suppl i es and equi pment . Thi s l i ne i t em wi l l be used i f a par t ner i ng r egr oup i s conduct ed i n t he Resi dent Of f i ce or an exi st i ng f i el d of f i ce wi t h t he appr oval of t he Cont r act i ng Of f i cer , and wi l l not i ncl ude payment t o pr ovi de a separ at e venue. See Sect i on 01 30 00 ADMI NI STRATI VE PROCEDURES. Thi s l i ne i t em i s not subj ect t o t he VARI ATI ON I N ESTI MATED QUANTI TY cl ause, and t he Cont r act or wi l l onl y be pai d f or t he act ual number of par t ner i ng r egr oups conduct ed. 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.

1. 5. 5. 2 Measurement

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. 5. 3 Uni t of Measur e

Each.

1. 5. 6 Par t ner i ng Regr oup at Separ at e Venue ( Li ne I t em 0014)

1. 5. 6. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h or i nci dent al t o conduct i ng a par t ner i ng r egr oup, i ncl udi ng f aci l i t at or…