BCWPA_CNT2_DRAFT_VOL2_SPECS_SEP23.pdf

W912EP24R0003

Jacksonville District

Comprehensive Everglades Restoration Project (CERP), Broward County

Water Preserve Areas Project, Contract 2 C-11 Impoundment and Mitigation Area A, Broward County, Florida

Technical Specifications Volume 2 of 2

29 September 2023 k3endlml Rectangle k3endlml Rectangle k3endlml Architect

DRAFT

CERP, Broward County Water Preserve Areas Project, Contract 2 C-11 Impoundment and Mitigation Area A, Broward County, Florida FINAL DESIGN

PROJECT TABLE OF CONTENTS

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

00 00 10 01/23 LINE ITEMS AND PRICING SCHEDULE

00 31 21 04/18 CONTROL MONUMENT DESCRIPTIONS

00 31 32 04/18 GEOTECHNICAL DATA REPORT

00 33 50 04/18 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 03/20 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 22 00 07/20 MEASUREMENT AND PAYMENT

01 30 00 09/21 ADMINISTRATIVE PROCEDURES

01 32 01 01/22 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 17 02/21 STRUCTURAL DESIGN, SUPPORT AND

ANCHORAGE

01 35 26 01/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 03/20 DATA MANAGEMENT AND DATA REQUIREMENTS

01 45 04 02/22 CONTRACTOR QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 02 02/22 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 02/22 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 01/22 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 57 50 03/20 DRILLING PROGRAM PLAN

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 02 01/22 CLOSEOUT SUBMITTALS

01 78 23 01/22 OPERATION AND MAINTENANCE DATA

01 86 12.07 40 02/18 RELIABILITY CENTERED ACCEPTANCE FOR

MECHANICAL SYSTEMS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 02/17 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES

02 32 00 04/06 VERIFICATION DRILLING AND PERMEABILITY

TESTING OF IN-PLACE SLURRY WALL

02 32 10 12/22 SUBSURFACE DRILLING AND SAMPLING FOR

PIEZOMETER INSTALLATION

02 35 29 04/06 SLURRY WALL

02 41 00 05/10 DEMOLITION

02 66 10 02/10 TEST FILL

DI VI SI ON 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 34 00 06/21 CONTROLLED LOW STRENGTH MATERIAL

03 37 26 11/21 CONCRETE PLACED UNDERWATER

03 45 32 08/21 FOUNDATION PILING (PRESTRESSED

CONCRETE)

03 45 33 05/16 PRECAST STRUCTURAL CONCRETE

03 45 35 05/16 MISCELLANEOUS PRECAST CONCRETE

BUILDINGS

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DI VI SI ON 05 - METALS

05 05 20.00 27 02/21 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 50 14 08/18 CIVIL WORKS METAL FABRICATIONS

05 50 15 08/18 CIVIL WORKS MISCELLANEOUS METALS

05 52 00 02/18 METAL RAILINGS

05 59 20 08/18 FABRICATION OF HYDRAULIC STEEL

STRUCTURES

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 71 00 02/16 DOOR HARDWARE

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 90 00 05/11 PAINTS AND COATINGS

09 97 02 02/20 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 08/20 INTERIOR SIGNAGE

10 44 16 11/19 FIRE EXTINGUISHERS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.00 28 04/19/2022 CYBERSECURITY FOR CIVIL WORKS

OPERATIONAL TECHNOLOGY

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

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SYSTEMS

26 05 71.00 40 02/17 LOW VOLTAGE OVERCURRENT PROTECTIVE

DEVICES

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 08/19 LIGHTING CONTROL DEVICES

26 24 16.00 40 08/19 PANELBOARDS

26 31 00 05/15 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 36 14 06/21 PROPANE FUELED GENERATOR

26 42 13 05/21 GALVANIC (SACRIFICIAL) ANODE CATHODIC

PROTECTION (GACP) SYSTEM

26 51 00 05/20 INTERIOR LIGHTING

26 56 00 05/20 EXTERIOR LIGHTING

26 56 13.00 40 11/14 LIGHTING POLES AND STANDARDS

26 60 13.00 40 05/19 LOW-VOLTAGE MOTORS

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 13.00 10 06/21 RADIO DATA TRANSMISSION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 02/11 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 10 00 08/08 CLEARING FOR CIVIL WORKS

31 11 00 11/18 RESTORED MITIGATION AREA "A" SELECTIVE

INVASIVE SPECIES VEGETATION MANAGEMENT

31 35 19.13 02/21 GEOGRID SOIL REINFORCEMENT

31 41 16 11/20 METAL SHEET PILING

31 42 00 10/21 EMBANKMENT SOIL-BENTONITE FILL

31 52 10 05/20 DEWATERING AND COFFERDAM

31 60 00 11/08 FOUNDATION PREPARATION

31 62 16.16 11/20, CHG 1: 05/22 STEEL H-PILES

31 62 19 11/20 TIMBER PILES

31 63 26 08/08 DRILLED SHAFTS

31 75 00 12/22 EMBANKMENT INSTRUMENTATION

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 21 08/17 BASES FOR FLEXIBLE PAVING

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 15 00 05/17 AGGREGATE SURFACING

32 17 13.19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 92 19 08/17 SEEDING

32 92 23 04/06 SODDING

32 93 00 08/17 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 29 00 07/21 PLUGGING AND ABANDONMENT OF WELLS

33 40 00 02/10 DRAINAGE PIPES AND STRUCTURES

33 41 00 07/22 HIGH-DENSITY POLYETHYLENE PIPING

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 83 18 09/23 ANTENNAS

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

35 20 14 04/08 STOPLOGS

35 20 16.54 05/21 SLIDE GATES AND ACTUATORS

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35 20 17 02/21 FLAP GATES

35 31 19 10/21 STONE PROTECTION FOR STRUCTURES

35 31 19.20 01/08 ARTICULATING CONCRETE BLOCK REVETMENTS

35 31 20 11/21 FLOATING TRASH BARRIER

35 42 01 05/16 CONSTRUCTION DATA REPORT

35 42 34 08/20 SOIL-CEMENT SLOPE PROTECTION

35 42 35 10/21 FILTER MATERIAL

35 73 13 11/18 EMBANKMENT FOR EARTH DAMS AND LEVEES

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 60 00 05/20 PROCESS CONTROL

-- End of Project Table of Contents --

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DESIGNATION - C 409 X

PID - AD8110

STATE/COUNTY- FL/BROWARD

MARKER: FLANGE-ENCASED ROD

SETTING: METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL

INFORMATION.

SP_SET: METAL ROD DRIVEN INTO GROUND

STAMPING: C 409 X 1992

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - September 21, 2009 ROD/PIPE-DEPTH: 2.3 meters

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED NGS

HISTORY - 20090921 GOOD GCT

STATION DESCRIPTION -*- DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 2.60 MI

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

HIGHWAY 75 (ALLIGATOR ALLEY), 74.8 FT WEST OF THE CENTERLINE OF THE

SOUTHBOUND LANES OF THE HIGHWAY, 20.7 FT NORTH OF THE CENTER OF A GRAVELED

ROAD, 3.0 FT BELOW THE LEVEL OF THE HIGHWAY, AND 2.3 FT EAST OF A WITNESS

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

STATION RECOVERY (2009) -*- RECOVERED AS DESCRIBED (HANDHELD GPS 26 06 27.1

N, 080 26 05.6 W)

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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BCWPA C-11 Topographic Survey Contract No. W91278-10-D-0103

EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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DESIGNATION - A 422

PID - AB7789

STATE/COUNTY- FL/BROWARD

MARKER: VERTICAL CONTROL DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: A 422 1993

MARK LOGO: NGS

PROJECTION: RECESSED 18 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 - October 02, 2014

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED FLDEP

HISTORY - 20141002 GOOD GEOCAC

STATION DESCRIPTION -*- THE MARK IS IN A MEDIAN CROSSOVER OF U.S. HIGHWAY 27

ON THE WEST OF COOPER CITY IN SECTION 34, TOWNSHIP 50 SOUTH, RANGE 39 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND

LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S. HIGHWAY 27 FOR 5.9

MI TO THE INTERSECTION OF STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON

U.S. HIGHWAY 27 FOR 0.50 MI TO A CROSSOVER IN THE MEDIAN ON THE LEFT AND THE

MARK ON THE LEFT, IN THE TOP OF A CONCRETE MONUMENT 1.0 FT BELOW LEVEL OF

U.S. HIGHWAY 27 AND RECESSED 0.6 FT BELOW LEVEL OF THE GROUND, 76.2 FT WEST

OF THE WEST EDGE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 27, 61.8 FT EAST OF

THE EAST EDGE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 27, 6.7 FT SOUTH OF THE

SOUTH EDGE OF THE CROSSOVER PAVEMENT AND 5.0 FT NORTH OF A CARSONITE WITNESS

POST.

STATION RECOVERY (2014) -*- RECOVERED AS DESCRIBED EXCEPT THERE IS NO WITNESS

POST AT THE SITE.

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Appendix E

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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VSeverance Text Box k3endlml Rectangle k3endlml

FCE 4783

STATION IS LOCATED 5.5 MILES SOUTH OF INTERSTATE I-75 ON U.S. HIGHWAY

NO. 27 TO SOUTH NEW CANAL BRIDGE. STATION IS 100 FEET EAST OF EAST

SIDE OF NORTH BOUND BRIDGE. 35 FEET SOUTH OF TOP BANK OF SOUTH NEW

CANAL. STATION IS A USACOE BRONZE DISK SET FLUSH WITH GROUND, STAMPED

\"FCE 4783 1998 JACKSONVILLE FLORIDA\".

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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FCE 4860

STATION IS LOCATED IN BROWARD COUNTY, FLORIDA. TO REACH STATION FROM

THE INTERSECTION OF U.S. HIGHWAY NO. 27 AND GRIFFITH ROAD; GO EAST ON

GRIFFITH ROAD APPROXIMATE 1.0 MILES TO THE STATION ON THE RIGHT.

STATION IS 12.8 FEET SOUTH OF THE EDGE OF GRIFFFITH ROAD, 384 FEET

EAST OF THE CENTERLINE OF GRIFFITH ROAD AND SOUTHEAST 202ND AVENUE.

STATION IS 1.5 FEET NORTH OF WOODEN HOG WIRE FENCE. SURVEY MONUMENT IS

A USACOE BRONZE DISK SET FLUSH WITH THE GROUND.

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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15-113-1

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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15-113-2

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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15-113-3

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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15-113-4

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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15-113-5

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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EN J15-113

Contractor: Gustin, Cothern & Tucker, Inc. (GCT)

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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DESIGNATION - Y 408

PID - AD8107

STATE/COUNTY- FL/BROWARD

COUNTRY - US

USGS QUAD - COOPER CITY SW (1983)

*CURRENT SURVEY CONTROL

NAD 83(1986) POSITION- 26 03 50.9 (N) 080 26 00.1 (W) HD_HELD2

NAVD 88 ORTHO HEIGHT - 1.677 (meters) 5.50 (feet) ADJUSTED GEOID HEIGHT - -24.90 (meters) GEOID12B DYNAMIC HEIGHT - 1.675 (meters) 5.50 (feet) COMP MODELED GRAVITY - 979,053.5 (mgal) NAVD 88

VERT ORDER - FIRST CLASS II

The horizontal coordinates were established by autonomous hand held GPS observations and have an estimated accuracy of +/- 10 meters.

The orthometric height was determined by differential leveling and adjusted by the NATIONAL GEODETIC SURVEY in March 1997.

Photographs are available for this station.

The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g =

980.6199 gals.).

The modeled gravity was interpolated from observed gravity values.

SUPERSEDED SURVEY CONTROL

NAVD 88 (09/04/92) 1.675 (m) 5.50 (f) SUPERSEDED 1 2 NGVD 29 (09/01/92) 2.131 (m) 6.99 (f) ADJUSTED 1 2

Superseded values are not recommended for survey control.

MARKER: F = FLANGE-ENCASED ROD

SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL

WITH SETTING: INFORMATION.

SP_SET: METAL ROD DRIVEN INTO GROUND

STAMPING: Y 408 1992

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE: SATELLITE OBSERVATIONS - October 02, 2014

ROD/PIPE-DEPTH: 1.5 meters

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED NGS

HISTORY - 19930803 GOOD NGS

HISTORY - 20141002 GOOD GEOCAC

STATION DESCRIPTION- DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 8.9 KM (5.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), 32.1 M (105.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,

15.1 M (49.5 FT) NORTH OF THE CENTER OF THE NORTH ENTRANCE TO A TRUCK STOP PARKING AREA,

10.7 M (35.1 FT) WEST OF THE MOST WESTERLY OF 4 SUPPORT POSTS FOR A BILLBOARD, 1.6 M (5.2 FT)

SOUTH OF A WITNESS POST, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY.

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

REFUSAL AND ANCHORED.

STATION RECOVERY (1993) - RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT) THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST OF COOPER CITY, 7.5 MI (12.1 KM) NORTH OF THE DADE-BROWARD COUNTY LINE, 0.35 MI (0.56 KM) NORTH OF STATE HIGHWAY 818 (GRIFFIN ROAD) IN SECTION 27, TOWNSHIP 50 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S.

HIGHWAY 27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S.

HIGHWAY 27 FOR 5.55 MI (8.93 KM) TO THE NORTH SIDE OF THE TRUCK STOP PARKING AREA AND THE MARK ON THE LEFT, DRIVEN TO REFUSAL AND ANCHORED AT A DEPTH OF 4.9 FT (1.5 M) , 4.6 FT (1.4 M) BELOW THE LEVEL OF U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND. LOCATED 105.3 FT (32.1 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 27, 49.5 FT (15.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE NORTH ENTRANCE TO THE TRUCK STOP PARKING AREA, 35.1 FT (10.7 M) WEST OF THE MOST WESTERLY ONE OF FOUR SUPPORT POSTS FOR A BILLBOARD AND 5.2 FT

(1.6 M) SOUTH OF A CARSONITE WITNESS POST.

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

STATION RECOVERY (2014) - RECOVERY NOTE BY GEOCACHING 2014 (KEN) THE CONCRETE CASING APPEARS TO HAVE SUNK INTO THE GROUND AS ROD IS PROTRUDING ABOVE THE LEVEL OF THE FLANGE.

THE CAP IS BROKEN OFF AND ADJACENT TO THE FLANGE.

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

COMPREHENSIVE EVERGLADES RESTORATION PROJECT,

BROWARD COUNTY WATER PRESERVE AREAS: C-11,

Broward County, Florida

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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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. Water levels in the project area are mainly affected by rainfall, evaporation, local runoff, operation of C-11 which is managed by South Florida Water Management District (SFWMD) and the operation of Water Conservation Area 3A (WCA-3A) which is managed by the Jacksonville District of the U.S.

Army Corps of Engineers (USACE) in accordance with the Combined Operational Plan (COP) Regulation Schedule that is shown in Figure 1. WCA-3A’s optimum range of elevations is between 7.5 and 10.5 ft., NGVD on a seasonally varying basis. This optimum elevation range may be exceeded due to rainfall events over WCA-3A’s watershed and/or wind effects on WCA-3A. The project area for the BCWPA Project (BCWPA) project area is approximately 1.5 miles east of Structure 9 (S-9) which is located at the west end of C-11 in the alignment of Levees 33 and 37 (L-33 and L-37, respectively). SFWMD operates S-9 to pump surplus water into WCA-3A via South New River Canal (C-11) from the Davie agricultural area west of Structure 13A (S-13A).

3. Structure 9 (S-9) is a pump station consisting of three units with a design discharge rate of 2,880 cfs. This pump station is located at the terminus of the C-11 and is approximately 1.5 miles west of the future C-11 Impoundment. SFWMD operates S-9 to pump surplus water into WCA-3A via the South New River Canal (C-11) from the agricultural area west of S-13A.

4. Structure 9A (S-9A) is a four-unit pump station with a design capacity of 500 cubic feet per second (cfs). This structure is located adjacent to S-9.

SFWMD operates S-9A to improve the quality and timing of stormwater discharges from the western C-11 by backpumping seepage from WCA-3A into WCA-3A at the approximate rate it enters C-11 from the agricultural area west of S-13A. The smaller pumps of S-9A also allow reduced pumping of stormwater to WCA-3A by avoiding the operation of the much larger S-9 pumps during small rainfall events.

5. Historical WCA-3A average daily water elevations from January 1, 1992, through May 23, 2022 are provided graphically in Figure 2. A maximum WCA-3A elevation of 10.04 ft., NGVD was recorded on November 23, 2020. These elevations may be exceeded due to rainfall events over WCA-3A and/or wind effects on WCA-3A. Exceedance curves for the WCA-3A average daily water elevation for the above referenced period of record are provided graphically in Figure 3. 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.

6. Structure 13A (S-13A) is a corrugated metal pipe culvert consisting of four barrels with sluice gates mounted on a steel frame on each barrel.

S-13A is operated by SFWMD to maintain water control stages in C-11 and to allow dry season releases to the area east of the structure in order to maintain an optimum headwater elevation of 2.2 ft., NGVD. S-13A is approximately 8 miles east of the C-11 Impoundment.

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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7. Historical C-11 elevations in the approximately 9 mile reach as measured at the headwater of S-9A and S-13A for the period of record from May 28, 2008 through May 22, 2020 are provided in Figure 4.

8. Elevations and flows in the project area may change suddenly. There may be extended periods of high flows during the contract period depending on hydrometeorological conditions. The contractor shall not attempt to operate existing USACE or SFWMD structures.

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

https://www.saj.usace.army.mil/WaterManagement/ and also SFWMD’s website which can be found at: https://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 Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: https://www.ncei.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 South Florida. The project site is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather throughout the year.

Weather forecasts as well as actual rainfall information from the National Weather Service Miami-South Florida forecast office can be found at:

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

12. The following data are provided:

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON 5-DAY WORK WEEK

The average number of workdays 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 FT LAUDERDALE located at latitude 26.1019 and longitude -80.2011.

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

FT LAUDERDALE 3 3 4 3 5 8 8 8 9 6 4 3

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 this table have been rounded to the nearest whole number.

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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Figure 1

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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Elevation, (ft., NGVD)

1-Jan-92

1-Jan-93

1-Jan-94

1-Jan-95

1-Jan-96

1-Jan-97

1-Jan-98

1-Jan-99

1-Jan-00

1-Jan-01

1-Jan-02

1-Jan-03

1-Jan-04

1-Jan-05

1-Jan-06

1-Jan-07

1-Jan-08

1-Jan-09

1-Jan-10

1-Jan-11

1-Jan-12

1-Jan-13

1-Jan-14

1-Jan-15

1-Jan-16

1-Jan-17

1-Jan-18

1-Jan-19

1-Jan-20

1-Jan-21

1-Jan-22

W CA-3A Average daily elevations (from

January 1, 1992 through M ay 23, 2022)

12.00

A m axim um elevation of 10.04 ft., N GVD w as recorded on N ovem ber 23, 2020.

10.00

8.00

6.00

4.00

2.00

0.00

Figure 2

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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El ev at io n (ft

N

GV

D)

10.00

9.00

8.00

7.00

6.00

5.00

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3.00

2.00

1.00

WCA-3A Water Elevation Exceedance Curves (for Period of Record from January 1, 1992 through May 23, 2022)

0.00 1-Jan 1-Feb 1-Mar 1-Apr 1-May 1-Jun 1-Jul 1-Aug 1-Sep 1-Oct 1-Nov 1-Dec

Figure 3

10% Exceedance 25% Exceedance

50% Exceedance 75% Exceedance

90% Exceedance

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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Elevation of C-11 as recorded at S-9A and S-13AW (May 28, 2008 through May 22, 2022)

A maximum S-13A Headwater (S-13AW) elevation of 5.97 ft., NGVD

6 was recorded on November 20, 2020.

S-9A Headwater S-13AW Headwater

Figure 4

El ev at io n ft

N

GV

D)

Water Preserve Areas: C-11 Impoundment, Broward County, Florida

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CERP Broward County Water Preserve Areas Project, Contract 2

SECTION 01 11 00

SUMMARY OF WORK

01/23

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 Broward County Water Preserve Area, C-11 Impoundment, Weston, FL

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Broward County Water Preserve Area (BCWPA), Contract 2 consists of a portion of the overall C-11 Impoundment project. Contract 2 construction consists of dam and levee embankment, a mitigation area, water control structures, environmentally sensitive area (ESA) systems, lake backfill, drainage conveyance, ancillary features, and associated clearing, grubbing, planting, borrow, and material processing.

Contract 2 is the first of two construction phases (combined with future Contract 3) to complete the overall C-11 Impoundment component of the BCWPA project. The overall completed C-11 Impoundment will be an above-ground earthen reservoir targeted to have a total storage of 4,600 acre-feet with an effective interior area of approximately 1,053 acres and a normal pool water storage depth of approximately 4.7 ft.

The Contract 2 dam embankment (D-511) will have an approximate height of 15ft (crest elevation of 18.8 ft NAVD88). The Contract 2 portion of D-511 embankment will include roughly 4,800 LF of slurry wall along the southern alignments between stations 111+00 to 146+00 (east) and stations 204+00 to 218+00 (west). The slurry wall will be 41 ft tall (EL 6.0 ft NAVD88 to EL -35.0 ft NAVD) with a typical width of 2.5 ft.

The proposed Mitigation Area 'A', is approximately 488-acres located north of the impoundment. Work includes approximately 3.5 miles of perimeter levee, clearing, grubbing, selective removal of invasive plant species and replating of native vegetation. It provides 89.7 acres of restored wetland, with 81.5 acres of marsh zone habitat and 8.2 acres of littoral zone habitat. Water levels within the mitigation area will fluctuate approximately 1.0 ft above average ground elevation (5.3 ft NAVD88). The levees surrounding the mitigation area will have an approximate height of 3 ft (crest elevation of 7.3 ft NAVD88).

Contract 2 includes 12 total Water Control Structures:

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- Gated Culverts S-506A, S-508B, S-508D, and S-511

- Ungated Culverts S-500A, S-505E, S-506B, S-508A, and S-509

- Fixed, Broad-crested Weirs S-505B, S-505C, and S-505F

There are two environmentally sensitive areas (ESAs) which are to be protected during construction and will be ultimately excluded from the project by means of embankment alignment. The ESAs will be protected from disturbance during construction and will be avoided by completed project features.

Contact 2 includes a requirement to backfill the existing Central Lake and an existing borrow area. These features are existing quarry pits estimated to be up to 55 feet deep and filled with water. Backfill of the Central Lake and Borrow Area will primarily consist of onsite muck material.

However, the Contractor will be provided approximately 10,800 cubic yards of stockpiled limerock aggregate, located adjacent to SW 26th street and the proposed construction staging area, which is approved to be placed in Central Lake.

Contract 2 will require continuous stormwater management and conveyance of an approximate two square-mile drainage area north of the project site, which flows southward through the project site, plus any stormwater generated within the Contract 2 limits for the duration of the contract.

Since stormwater flows will ultimately need to pass south through the future Contract 3 project limits for discharge into the C-11 Canal, stormwater management will include the following control requirements:

- Stormwater system will convey a 100-year storm to the existing A/5 Canal outfall at the C-11 Canal.

- Contractor will construct a temporary shallow drainage diversion ditch from the eastern C-511 Canal to the existing A/5 canal. The diversion ditch will be located along the boundary between the Contract 2 and Contract 3, in a zone of temporary construction limit for future resumption by others.

- Contractor must not construct S-505F broad-crested weir until the eastern section of C-511 and the temporary diversion ditch to the existing A/5 canal are complete.

Other project features and activities include clearing, grubbing, planting, borrow, material processing, boat ramps, soil cement embankment armoring, emergency stockpiles, instrumentation and monitoring stations, wetland preservation/protection, erosion control, and debris disposal.

1.2.2 Location

The project is located at Broward County Water Preserve Area in Weston, Florida, approximately as indicated.

1.2.3 Safety Requirements

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

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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

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. The time for completion does not include establishment of grass. Grass must 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 paragraph

1.6.1 RESTRICTIONS 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 contract 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 (GDR) and the core boring locations are shown on the contract 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.

1.5.4 Maritime Traffic

Marine Traffic in the project area consists of pleasure and small recreational vessels of all types and sizes, which can be accommodated by existing depths.

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each

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See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

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

1.6.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. Maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from 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 will 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, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, repair damage to all work (including temporary construction), utilities, materials, equipment, and plant must be repaired to the 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

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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, make the repairs ordered by the Contracting Officer. Compensation will be made for any such repairs in accordance with the Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1. The equitable adjustment is be based on the contract unit or job prices applicable to any part of the damaged work.

b. The Contracting Officer may order the Contractor to flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. 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 must be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Florida Sunshine 811 14 days prior to excavating.

Contractor is responsible for marking all utilities not marked by Sunshine 811.

1.11 DELIVERY

1.11.1 Delivery Schedule

Notify the Contracting Officer in writing at least 30 calendar days

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Pick up materials and equipment no later than 30 calendar days after such date.

1.11.2 Delivery Location

The materials and equipment will be delivered to laydown areas designated on the contract drawings.

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

1.12.1 Schedule of Monthly Anticipated Adverse Weather Delays

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

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

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

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.12.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed and continuing throughout the Contract, record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include the number of actual adverse weather delay days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 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.

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1.13 UNITS OF MEASURE

The standard U.S. system will be utilized by the Contractor in the performance of work. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification and the contract drawings is the standard U.S. system.

1.14 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Additional Personnel Requirements

1.3.1.2.1 General Construction and Finish Work

1.3.1.2.2 Electronic Security Systems Equipment

1.3.1.3 No Smoking Policy

1.3.2 Radioactive Materials and Equipment

1.3.3 Working Hours

1.3.4 Work Outside Regular Hours

1.3.5 Utility Cutovers and Interruptions

1.4 REQUIREMENTS AND RESTRICTIONS

1.4.1 Public Release of Information

1.4.2 Responsibility for Physical Security

1.4.3 Employment

1.4.4 Compliance

1.4.5 Cultural Resources

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

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SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Radioactive Equipment Plan

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The C-11 Canal, S-381, SBA Cell Tower, Finger Lakes Recreation Center, FNCC - Florida Nature & Culture Center / Soka Gakkai International-USA, Seminole Travel Center, and Cafe 27 Bar and Grill will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity. C-11 canal operations take precedence over C-11 reservoir construction.

Restriction of C-11 Canal operations is not guaranteed at any time.

b. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption. Interruption will be approved by Contracting Office and Contractor must provide evidence of owner/authorized representative acceptance of the service interruption.

c. All work within the embankment transition areas must be completed and the areas vacated by the contractor [by XX/XX/XX].

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress.