DRAFT CEPPSC1_L67A_Vol2_SPECS (002).pdf

W912EP-21-R-0021

Jacksonville District

CENTRAL EVERGLADES PLANNING PROJECT (CEPP)

SOUTH CONTRACT 1,

L-67A STRUCTURES (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND L-67C GAP

PROJECT

MIAMI-DADE COUNTY, FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

18 May 2020 BCOES/ATR

Draf t

CEPP South Contract 1, L-67A Structures (S-631, S-632 & S-633), Soil Pile Removal & L-67C Gap Project, Miami-Dade County, FL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 78 02 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 23 PRECAST CONCRETE BUILDINGS

13 51 00 INSTRUMENTATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 31 01 STRUCTURE REMOTE TERMINAL UNIT (RTU)

PROJECT TABLE OF CONTENTS Page 1

W912EP21R0021 BCOES/ATR

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 10 ELECTRIC MOTOR ACTUATOR FOR LIFT GATES

26 31 00 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 32 16 PROPANE FUELED GENERATOR 50 KW

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 33 00.00 40 FUEL-GAS DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING, GRUBBING AND STRIPPING

31 23 00.00 20 EXCAVATION AND FILL

31 23 16.26 BLASTING AND ROCK REMOVAL

31 41 16 METAL SHEET PILING

31 62 13 PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 SHELLROCK

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 23 LIQUID PETROLEUM PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16 SLIDE GATES AND ELECTRIC MOTOR ACTUATORS

35 31 19 STONE PROTECTION FOR STRUCTURES

35 41 00 LEVEE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

W912EP21R0021 BCOES/ATR

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

CENTRAL EVERGLADES PLANNING PROJECT (CEPP)

SOUTH CONTRACT 1

L-67A STRUCTURES, (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND L-67C GAP

MIAMI-DADE COUNTY, FLORIDA

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

DESIGNATION - N 237

PID - AC0511

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: N 237 1965

MARK LOGO: CGS

PROJECTION:RECESSED 8 CENTIMETERS

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - November 02, 2014

STATION DESCRIPTION BY MAPTECH INCORPORATED 2002 (CDP)

THE MARK IS ABOUT 76.03 MI SOUTHEAST OF NAPLES, ABOUT 24.41 MI WEST OF

WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP – FLORIDA DEPARTMENT OF

TRANSPORTATION.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI

TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 5.25 MI WEST OF WEST MIAMI), GO

WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 6.0 MI TO ITS INTERSECTION

WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 12.48 MI TO

CONCRETE WEIR STRUCTURE S12D, CONTINUE WEST ON U.S. HIGHWAY 41 0.70 MI

TO THE MARK ON THE RIGHT.

THE MARK IS 52.0 FT EAST OF (PARELLEL WITH AND ACROSS THE HIGHWAY

FROM) ATT UNDERGROUND FIBER OPTIC WARNING SIGN NUMBER 1170, 33.5 FT

SOUTH OF THE SOUTH EDGE OF A CANAL, 33.0 FT NORTH OF THE CENTERLINE OF

THE HIGHWAY, AND 29.8 FT SOUTH OF A CARSONITE WITNESS POST. THE MARK

IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED 25 FT

BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT BELOW THE HIGHWAY.

STATION RECOVERY NOTE BY GEOCACHING 2014 (KEN)

RECOVERED IN GOOD CONDITION 5 FT NORTH OF A 3-WIRE GUARD RAIL AND 30.1

FT SOUTH OF A SURVEY MARKER.

DESIGNATION - FCE 3888

PID - AC4775

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: FCE 3888 1980

MARK LOGO: USE

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 04, 1992

HISTORY - Date Condition Report By

HISTORY - 1980 MONUMENTED USE

HISTORY - 19920304 GOOD NGS

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1992

23.05 MI WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN WEST

MIAMI, THENCE 6.50 MI NORTHERLY ALONG A ROAD ON TOP OF LEVEE NUMBER

67A, 30.8 FT EAST OF THE SOUTH END OF A TURN OUT, 24.3 FT SOUTHEAST OF

AND LEVEL WITH THE CENTER OF THE ROAD, 2.0 FT NORTHWEST OF A WITNESS

POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.

DESIGNATION - FCE 3889

PID - AC4776

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: FCE 3889 1980

MARK LOGO: USE

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 04, 1992

HISTORY - Date Condition Report By

23.05 MI WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN WEST

MIAMI, THENCE 7.50 MI NORTHERLY ALONG A ROAD ON TOP OF LEVEE NUMBER

67A, 20.0 FT SOUTH OF THE NORTH END OF A TURN OUT, 16.1 FT SOUTHEAST

OF THE CENTER OF THE ROAD, 2.3 FT NORTHWEST OF A WITNESS POST, AND THE

MONUMENT IS FLUSH WITH THE GROUND SURFACE.

DESIGNATION - BUZZARD

PID - AC4421

STATE/COUNTY- FL/MIAMI-DADE

MARKER: TRIANGULATION STATION DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: BUZZARD 1971

MARK LOGO: CGS

PROJECTION:FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 04, 1992

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1971 (NCA)

THE STATION IS 17 MI NORTHWEST OF SWEETWATER, 14.5 MI WEST OF HIALEAH

GARDENS, 7.5 MI NORTH OF U.S. HIGHWAY 41 AND ON PROPERTY OWNED BY THE

STATE.

TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE

HIGHWAY 27 ABOUT 6.5 MI WEST OF SWEETWATER, GO WEST ON HIGHWAY 41 FOR

5.0 MILES TO COOPERTOWN BAIT AND TACKLE STORE AND A LARGE MICROWAVE

TOWER ON THE LEFT. CONTINUE WEST ON HIGHWAY 41 FOR 7.05 MILES TO A

SIDE ROAD RIGHT AT A CURVE IN THE HIGHWAY. TURN RIGHT AND GO NORTH ON

A GRAVELED ROAD FOR 0.5 MI TO A LOCKED METAL GATE. PASS THROUGH THE

GATE AND CONTINUE NORTH AND NORTHEAST ON A GRAVELED ROAD ATOP A LEVEE

FOR 7.6 MI TO A WIDE AREA ON THE LEVEE AND THE STATION ON THE LEFT AS

DESCRIBED.

STATION MARK, STAMPED BUZZARD 1971 IS A STANDARD DISK SET IN A ROUND

CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 25 FT

NORTHWEST OF THE SOUTHEAST EDGE OF THE LEVEE, 18 FT NORTHWEST OF THE

CENTER OF THE LEVEE ROAD, 11 FT SOUTHEAST OF THE NORTHWEST EDGE OF THE

LEVEE AND 11 FT SOUTHEAST OF A METAL WITNESS POST.

NOTE--THE KEY NECESSARY TO ENTER CONSERVATION AREA 4 CAN BE OBTAINED

FROM THE FLORIDA FLOOD CONTROL.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992

23.05 MI WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN WEST

MIAMI, THENCE 8.00 MI NORTHERLY ALONG A ROAD ON TOP OF LEVEE NUMBER

67A, 49.9 FT NORTHWEST OF THE CENTER OF THE ROAD, 38.4 FT NORTH OF

REFERENCE MARK 2, 3.3 FT SOUTHEAST OF A WITNESS POST, AND THE MONUMENT

IS FLUSH WITH THE GROUND SURFACE.

DESIGNATION - FCE 3890

PID - AC4779

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK SET IN A BOULDER

STAMPING: FCE 3890 1980

MARK LOGO: USE

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 04, 1992

HISTORY - Date Condition Report By

37.1 KM (23.05 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST

OFFICE IN WEST MIAMI, THENCE 13.6 KM (8.45 MI) NORTHERLY ALONG A ROAD

ON TOP OF LEVEE NUMBER 67A, 7.3 M (24.0 FT) SOUTHEAST OF THE CENTER

OF THE ROAD, 0.9 M (3.0 FT) NORTHWEST OF A WITNESS POST, AND THE

MONUMENT IS FLUSH WITH THE GROUND SURFACE.

DESIGNATION - FCE 3891

PID - AC4780

STATE/COUNTY- FL/MIAMI-DADE

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: FCE 3891 1980

MARK LOGO: USE

MAGNETIC: NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 04, 1992

HISTORY - Date Condition Report By

5.90 MI SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EASTBOUND

INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 0.60 MI WESTERLY ALONG

STATE HIGHWAY 818 (GRIFFIN ROAD), THENCE 0.20 MI SOUTHWESTERLY ALONG A

PAVED ROAD THROUGH HOLIDAY PARK, THENCE 16.45 MI SOUTHWESTERLY ALONG A

ROAD ON TOP OF LEVEE NUMBER 67A, 23.6 FT SOUTHEAST OF THE CENTER OF

THE ROAD, 1.3 FT NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS

FLUSH WITH THE GROUND SURFACE.

DESIGNATION - X 408

PID - AC4781

STATE/COUNTY- FL/MIAMI-DADE

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE (6.1 meters)

STAMPING: X 408 1992

MARK LOGO: NGS

PROJECTION:FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 03, 2015

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED NGS

HISTORY - 20050603 GOOD FLDEP

HISTORY - 20150303 GOOD USGS

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1992

5.90 MI SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EASTBOUND

INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 0.60 MI WESTERLY ALONG

STATE HIGHWAY 818 (GRIFFIN ROAD), THENCE 0.20 MI SOUTHWESTERLY ALONG A

PAVED ROAD THROUGH HOLIDAY PARK, THENCE 15.65 MI SOUTHWESTERLY ALONG A

ROAD ON TOP OF LEVEE NUMBER 67A, 42.0 FT EAST-NORTHEAST OF THE SOUTH

END OF A TURN OUT, 23.0 FT SOUTHEAST OF THE CENTER OF THE ROAD, 3.3 FT

NORTHWEST OF A WITNESS POST, AND 1.0 FT BELOW THE LEVEL OF THE ROAD.

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

STATION RECOVERY NOTE BY US GEOLOGICAL SURVEY 2015 (CJW)

RECOVERED IN GOOD CONDITION.

FCE 4950

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 2 MILES TO MONUMENT.

MONUMENT LIES 235 FEET NORTH OF A TREE LINE, 17 FEET EAST OF THE CENTERLINE OF LEVEE, AND 25 FEET FROM THEINTERSECTION OF THE EAST TOP OF BANK OF LEVEE AND THE EAST TOP OF BANK OF A

GRAVEL ROAD.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4950 2002, JAX DISTRICT.

FIELD BOOK “2002 DADE 521”. Draf

FCE 4952

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 3 MILES TO MONUMENT.

MONUMENT LIES 17 FEET EAST OF THE CENTERLINE OF LEVEE, 4 FEET WEST OF THE EAST TOP OF BANK OF A GRAVEL ROAD, AND 23 FEET NORTH OF THE INTERSECTION OF THE EAST TOP OF BANK OFSAID

LEVEE AND EAST TOP OF BANK OF SAID GRAVEL RAMP.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4952 2002, JAX DISTRICT.

FIELD BOOK “2002 DADE 521”.

FCE 4954

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 4 MILES TO MONUMENT.

MONUMENT LIES 19 FEET EAST OF THE CENTERLINE OF LEVEE, 2 FEET WEST OF THE EAST TOP OF FILL OF A GRAVEL ROAD, AND 34 FEET NORTH OF THE INTERSECTION OF THE EAST TOP OF LEVEE AND EAST

TOP OF FILL OF SAID GRAVEL RAMP.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4954 2002, JAX DISTRICT.

FCE 4956

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 5 MILES TO MONUMENT.

MONUMENT LIES 16 FEET EAST OF THE CENTERLINE OF LEVEE, 3 FEET WEST OF THE EAST TOP OF FILL OF A GRAVEL ROAD, AND 59 FEET NORTH OF THE INTERSECTION OF THE EAST TOP OF LEVEE AND EAST

TOP OF FILL OF SAID GRAVEL RAMP.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4956 2002, JAX DISTRICT.

FCE 4958

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 6 MILES TO MONUMENT.

MONUMENT LIES 35 FEET EAST OF THE CENTERLINE OF LEVEE, 2 FEET WEST OF THE EAST TOP OF FILL OF A GRAVEL RAMP, AND 11 FEET NORTH OF THE INTERSECTION OF THE EAST TOP OF LEVEE AND EAST

TOP OF FILL OF SAID GRAVEL RAMP.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4958 2002, JAX DISTRICT.

FCE 4960

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 7 MILES TO MONUMENT.

MONUMENT LIES 11 FEET EAST OF THE CENTERLINE OF LEVEE, 3 FEET WEST OF THE EAST TOP OF FILL OF A GRAVEL RAMP, AND 41 FEET NORTH OF THE INTERSECTION OF THE EAST TOP OF LEVEE AND EAST

TOP OF FILL OF SAID GRAVEL RAMP.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4960 2002, JAX DISTRICT.

FCE 4962

IN MIAMI DADE COUNTY, WEST OF MIAMI. FROM THE INTERSECTION OF US 41 AND KROME AVE. (SR 997), TRAVEL WEST 12.2 MILES TO STRUCTURE S-333. PROCEED NORTH 0.4 MILES TO YELLOW GATE (L-

67A CANAL). PROCEED EAST 0.1 MILE TO YELLOW GATE (L-67C), FROM SAID GATE PROCEED

NORTHEASTERLY 8 MILES TO MONUMENT.

MONUMENT LIES 14 FEET EAST OF THE CENTERLINE OF LEVEE, 33 FEET NORTH OF THE INTERSECTION OF THE EAST TOP OF LEVEE AND EAST TOP OF FILL OF A GRAVEL RAMP, SAID MONUMENT BEING 150

FEET NORTH OF THE CENTER OF A GRAVEL AREA.

MONUMENT IS A STANDARD USACE BRASS DISK SET IN AN 8 INCH CONCRETE MONUMENT FLUSH WITH

THE GROUND. DISK IS STAMPED “FCE 4962 2002, JAX DISTRICT.

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

CENTRAL EVERGLADES PLANNING PROJECT (CEPP)

SOUTH CONTRACT 1

L-67A STRUCTURES, (S-631, S-632, and S-633), SPOIL PILE REMOVAL AND L-67C GAP

MIAMI-DADE COUNTY, FLORIDA

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

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 are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

2. The Central Everglades Planning Project (CEPP) South Contract 1, Levee 67A (L-67A) is located in western Miami-Dade County, between Water Conservation Area 3A and 3B (WCA-3A and WCA-3B), west of Canal 111 (C-111), north of the Tamiami Trail (US-41) as indicated in the Plans and Specifications.

3. Water stages in the project area are mainly affected by rainfall, runoff, evapotranspiration, groundwater and the water management operation of the Central and Southern Florida (C&SF) Project structures. The structures in the project area, which are listed below, are operated by the U.S. Army Corps of Engineers (USACE) and South Florida Water Management District (SFWMD).

4. Structures 11A, 11B and 11C (S-11A, S-11B and S-11C, respectively) are reinforced concrete, gated spillways with the releases of each controlled by four vertical lift gates. The structures are located in Levee 38-W between WCA 2A and WCA 3A, upstream of the project area, about 20 miles west of Fort Lauderdale. The purpose of these three structures is to make releases via gravity from WCA-2A to WCA 3A. The structures operate according to the WCA-2A regulation schedule that varies seasonally from 11.0 to 13.0 feet, NGVD and may be found at the following link:

http://w3.saj.usace.army.mil/h2o/plots/wca2ahp.pdf.

5. Structure 151 (S-151) is a six-barreled corrugated metal pipe culvert located at the point where L-67A crosses the Miami Canal. This culvert has a design discharge of 1,105 cfs and is controlled by remotely operated sluice gates. S-151 is located within L-67A, approximately 20 miles west of Miami.

The purpose of S-151 is to release water from WCA-3A to South Miami-Dade County and along the Miami Canal to meet water supply needs and to release water into WCA-3B. S-151 also provides capacity for water releases through Structure 31 (S-31) to the east coast. S-151 is currently out of service, but is projected to return to service in Summer 2020. The new structure is a four eight by eight foot cast-in-place concrete box culvert and releases are controlled with single leaf slide gates.

6. Structure 340 (S-340) is a sheet pile barrier dam located across the Miami Canal (C-123) approximately 2.7 miles south of Alligator Alley (SR 84) with a design discharge of 1,100 cfs controlled by three manually-operated sluice gates. S-340 is located on C-123 upstream of the project area. The purpose of the structure is to prevent overdrainage of the northern portion of WCA-3A by forcing flows from C-123 out into the marsh. S-340 also provides the ability to transfer water to Everglades National Park (ENP), the Metropolitan Miami, and the South Dade County areas. The structure is closed most of the time, but may be opened fully in accordance with the WCA- 3A - Site 62 "Deer Gage" operations schedule. This schedule is governed primarily by the stage at Gage 62 (Deer Gage) and may be found at the following link: http://w3.saj.usace.army.mil/h2o/plots/st62hp.pdf.

7. Structure 152 (S-152) is a ten barreled, 60-inch diameter, high density polypropylene culvert located in the L-67A canal approximately 12.3 miles

Draf t http://w3.saj.usace.army.mil/h2o/plots/wca2ahp.pdf http://w3.saj.usace.army.mil/h2o/plots/st62hp.pdf southwest of S-151. S-152 flow is controlled by manually-operated vertical slide gates and has a design discharge of 750 cfs. The purpose of S-152 is to move water from WCA-3A into WCA-3B. S-152 is meant to be a temporary structure constructed as part of the Decomp Physical Model (DPM) field test.

8. Structure 9 (S-9) is a three unit pump station with a design capacity of 2,880 cfs. S-9 is at the west end of Canal 11 in the alignment of

Levee 37, approximately 0.5 miles west of U.S. Highway 27 and consists of reinforced concrete and concrete block masonry superstructure. The purpose of the structure is to pump surplus water into WCA-3A via the South New River Canal from the Davie agricultural area west of control Structure 13A (S-13A) and to pump seepage under Levees 33 and 37 back into WCA-3A. at the rate of 3/4 inch per day from the tributary drainage area plus approximately the same quantity of seepage.

9. Structure 9A (S-9A) is a four unit pumping station with a design capacity of 500 cfs and is located just north of and directly adjacent to the S-9 Pump Station in Broward County. The purpose of S-9A is to improve the quality and timing of stormwater releases from the Western C-11 basin by back pumping seepage lost from WCA-3A back into WCA-3A. The use of the S-9A reduces the operational dependency placed on the larger S-9.

10. Structure 333 (S-333) is a reinforced concrete, gated spillway with releases controlled by one cable operated, vertical lift gate. The structure is located on L-67 at the southeast corner of WCA-3A and south of the project area about 30 miles west of Miami. The purpose of this structure is to make water deliveries from WCA-3A to south and east Miami-Dade County to Shark River Slough and Taylor Slough areas of the ENP.

11. Structures 12A, 12B, 12C and 12D(S-12A, S-12B, S-12C and S-12D, respectively) are reinforced concrete, gated spillways with the releases of each controlled by six vertical lift gates. The structures are located in Levee 29 (U.S. Highway 41) on the south perimeter of WCA-3A, southwest of the project area, approximately 30 miles west of Miami. The purpose of these four structures is to make releases from WCA-3A to ENP. The structures operate according to the WCA-3A regulation schedule that varies seasonally from 8.75 to 10.5 feet, NGVD and the Rain-driven Plan for Water Deliveries to Everglades National Park. These operational criteria are expected to change when the Combined Operating Plan (COP) is approved (currently estimated for Fall 2020).

12. Historical S-151 headwater elevations for the period of record from August 10, 1962 to April 27, 2020, were obtained from the SFWMD’s DBHYDRO site, and are provided in Figure 1. A maximum elevation of 13.02 feet, NGVD was recorded on December 23, 1994. SFWMD’s DBHYDRO site may be found at:

https://my.sfwmd.gov/dbhydroplsql/show_dbkey_info.main_menu.

13. Historical Site 71 gage elevations for the period of record from July 19, 1991 to April 26, 2020, were obtained from the SFWMD’s DBHYDRO site, and are provided in Figure 2. A maximum elevation of 9.76 feet, NGVD was recorded on October 16, 1999. SFWMD’s DBHYDRO site may be found at:

https://my.sfwmd.gov/dbhydroplsql/show_dbkey_info.main_menu.

14. All stage data provided in this Section 00 33 50 are provisional and subject to revision. In general, historic water levels and releases are not

Draf t https://my.sfwmd.gov/dbhydroplsql/show_dbkey_info.main_menu https://my.sfwmd.gov/dbhydroplsql/show_dbkey_info.main_menu necessarily indicative of future water levels and releases. It is possible that historic water levels and releases will be exceeded during the contract period.

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

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

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

17. The climate in the project area is subtropical and humid. The project area is subject to tropical storms and hurricanes from June through November and to windy and/or rainy weather during any time of the year. Temperatures below freezing are rare. May is generally a transitional month in which storms that typically occur in June through September may begin. The typical rainfall of October through May is associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. Typical June through September rainfall is closely associated with convective activity. These rainfall events are normally of short duration and amounts are quite variable spatially. Occasionally, daily rainfall during the typical rainfalls of October through May could be quite heavy as mid-latitude systems penetrate into Florida. Weather forecasts as well as actual rainfall information from the National Weather Service Miami-South Florida Forecast Office can be accessed at:

http://www.weather.gov/mfl/. The contractor may also 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 the South Florida Water Management District’s (SFWMD) website which can be found at: https://www.sfwmd.gov.

18. Temporary deviations from the water management operating criteria for the above listed structures can be conducted from time to time. It is possible that historic water levels, historic releases, and design discharges will be exceeded from time to time. Historical hydrometeorological data is not necessarily indicative of future conditions.

The contractor should not expect that water levels and/or flows will be manipulated for the contractor. The contractor shall not attempt to operate any of the existing structures mentioned in this Section 00 33 50.

19. The following data are provided:

t https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.sfwmd.gov/ http://www.ncdc.noaa.gov/ http://www.weather.gov/mfl/ https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.saj.usace.army.mil/Missions/Civil-Works/Water-Management/ https://www.sfwmd.gov/

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON 5-DAY WORK WEEK

The average number of days in each calendar month with precipitation greater than, or equal to 0.10 inches is provided for the project area in the following table. This information is based on data obtained from station Tamiami Trail 40 Mile Bend, located at latitude 25.7608 and longitude -80.8242. The data were 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 the table have been rounded to the nearest whole number.

Average Number of Days Per Month With

Precipitation >= 0.10 Inches

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

Tamiami Trail 40 Mile Bend

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 EXISTING WORK

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

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 UNITS OF MEASURE

1.12 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for South Contract 1 - L 67 A Structures (S-631, S-632, & S-633) , Spoil Pile Removal, and L 67 C Gap for the Central Everglades Planning Project (CEPP)

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Scope of Work for this project includes the construction of the following four items:

(A) Install three proposed L 67 A levee structures; S-631, S-632, and S-633. Each structure location will have two 6’ x 6’ gated box culverts equipped with dewatering apparatus features. Each box culvert will have a vertical lift gate that can be operated remotely.

Power for the lift gates will be provided by an on-site propane generator housed in a concrete building.

(B) Removal of the existing spoil piles directly to the northwest of the proposed S-631 and S-632 structure locations on the opposite site of the L-67A canal.

(C) Excavate a 3000’ gap within the L-67 C levee to convey water from WCA 3A to WCA 3B.

(D) Backfill the existing east-west agricultural ditch between the L 67 A and L 67 C levees. Backfill material will be generated on site by using the east-west agricultural ditch spoil pile located on the north side of the ditch. In addition, material from excavating the 3000’ gap and spoil piles are other sources of backfill material.

Any excess excavated material will be disposed of by filling in a portion of the L-67 Extension.

1.2.2 Location

The project is located in western Miami-Dade County, between WCA-3A and

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WCA-3B, west of L-30, north of the Tamiami Trail (US-41). The entrance to the project is from Tamiami Trail (US-41) and is approximately 18 miles west of State Road 821.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

b. In addition to the above, the following shall apply: The time for completion does not include establishment of grass. Grass shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass as set forth in the Section 32 92 19 SEEDING.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 Physical Conditions

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

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.6 LAYOUT OF WORK

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

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1.6.1 Established Project Control

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

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

1.6.3 Survey

Provide equipment, tools, material, and all labor required in laying out any part of the work from the monuments, control data and elevations established by the Government. Maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

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

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satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

a. The responsibility for damage to any part of the work to be performed under this contract shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

However, if the cofferdam(s) is constructed in accordance with plans and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if any part of the permanent work is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precaution or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs ordered by the Contracting Officer.

The Contractor shall be compensated for any such repairs in accordance with the Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume

1. The equitable adjustment shall be based on the contract unit or lump sum prices applicable to any part of the damaged work.

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

1.9 EXISTING WORK

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

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

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

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

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

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

b. The unusually severe weather must actually cause a delay to the

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completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

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

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

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

reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded to the nearest whole number.

1.10.2 Contractor Responsibility

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

1.11 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission, unprofessional or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S.

system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S.

system.

1.12 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

It is understood and agreed by the parties hereto that the project works being performed under this contract are for the benefit of the South Florida Water Management District, which agency, as the representative of the State of Florida, is responsible for acquisition of lands upon which the construction is to take place. This responsibility is pursuant to

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authorizing legislation of the Congress of the United States of America.

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 7

W912EP21R0021 BCOES/ATR

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Access (Line Item 0001, 0027, 0029 & 0031)

1.4.2 Gated Culvert (Line Item 0004)

1.4.3 Earthen Cofferdam (Line Item 0005)

1.4.4 Utility Exploration (Line Item 0008)

1.4.5 Excavation (Line Item 0009)

1.4.6 Demolition (Line Item 0010)

1.4.7 Reinforced Concrete (Line Item 0011)

1.4.8 Embedded Metals (Line Item 0012)

1.4.9 Miscellaneous Metals, Guard Rails & Stantions (Line Item 0013)

1.4.10 Embankment (Line Item 0015)

1.4.11 Embankment Fill (Line Item 0016)

1.4.12 Site Signage (Line Item 0018)

1.4.13 Electrical and Telecommunications Work and Equipment for each

Structure (Line Item 0019)

1.4.14 Vibration Monitoring and Control (Line Item 0021)

1.4.15 Propane Fueled Generator (Line Items 0022)

1.4.16 Propane Gas System (Line Items 0023)

1.4.17 Structure (Line Item 0025)

1.4.18 Utility Connection and Relocation (Line Item 0026)

1.4.19 Backfill (Line Item 0032)

1.4.20 Mass Rock Excavation

1.4.21 Dental Concrete

1.4.22 Soil Removal and Replacement with Concrete

1.4.23 Concrete Filling of Voids

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation (Line Item 0003, 0028, & 0030)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Armoring (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Seepage Protection (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Rip Rap (Line Item 0009)

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1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Bedding Stone (Line Item 0010)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Mass Rock Excavation (Line Item 0011)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Dental Concrete (Line Item 0012)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Vertical Slide Gate with Actuator (Mechanical & Manual) (Line

Item 0014)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Shellrock Surface (Line Item 0017)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Sodding (Line Item 0020)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 Erosion Protection & Sediment Control (Line Item 0033)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 Traffic Control (Line Item 0034)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 Unit of Measure

1.5.13 KO Field Office (Line Item 0035)

1.5.13.1 Payment

1.5.13.2 Measurement

1.5.13.3 Unit of Measure

1.5.14 Partnering Regroup (Line Item 0036)

1.5.14.1 Payment

1.5.14.2 Measurement

1.5.14.3 Unit of Measure

1.6 MEASUREMENT PROCEDURES

1.6.1 Excavation

1.6.2 Piping Trench Excavation

1.6.3 Rock Excavation

1.6.4 Overhaul Requirements

1.6.5 Select Granular Material

1.7 PAYMENT PROCEDURES

1.7.1 Classified Excavation

1.7.2 Piping Trench Excavation

1.7.3 Rock Excavation

1.7.4 Unclassified Excavation

1.7.5 Authorized Overhaul

1.7.6 Sheeting and Bracing

1.7.6.1 Timber Sheeting

1.7.6.2 Steel Sheeting and Soldier Piles

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1.8 Storm Drainage Utilities

1.8.1 UNIT PRICES from 33 40 00

1.8.1.1 Pipe Culverts and Storm Drains

1.8.1.2 Storm Drainage Structures

1.8.1.3 Walls and Headwalls

1.8.1.4 Flared End Sections

1.8.1.5 Sheeting and Bracing

1.8.1.6 Rock Excavation

1.8.1.7 Backfill Replacing Unstable Material

1.8.1.8 Pipe Placed by Jacking

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

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W912EP21R0021 BCOES/ATR

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Utility Invoices

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes and Phone

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.5.3 Joint Risk Register

1.5.4 List of Subcontractors

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

W912EP21R0021 BCOES/ATR

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

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

QUALITY CONTROL.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only.