B.08.02_W912EP19R0016_S-252_Culvert_V2.pdf

W912EP19R0016

Jacksonville District

C&SF - Upper St. Johns River Basin S-252D, E, F, and L78R Canal Cross Over Culvert Repairs

Indian River County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

C&SF - Upper St . Johns Ri ver Basi n S- 252D, E, F, and L78R Canal Cr oss Over Cul ver t Repai r s, I ndi an Ri ver Count y, Fl or i da

PROJECT TABLE OF CONTENTS

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

00 31 32 GEOTECHNI CAL DATA REPORT

00 33 50 WEATHER AND WATER STAGE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 25 OWNER SAFETY REQUI REMENTS - DI VI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

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

01 45 04 CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

01 57 25 TURBI DI TY MONI TORI NG

01 78 02 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

DI VI SI ON 05 - METALS

05 50 14 STRUCTURAL METAL FABRI CATI ONS

05 50 15 CI VI L WORKS FABRI CATI ONS

DI VI SI ON 31 - EARTHWORK

31 68 13 VERTI CAL SOI L AND ROCK ANCHORS FOR UPLI FT RESI STANCE

DI VI SI ON 33 - UTI LI TI ES

33 01 98 SLI P LI NI NG OF EXI STI NG PI PI NG FOR LEVEE APPLI CATI ONS

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

PROJECT TABLE OF CONTENTS Page 1

W912EP19R0016 RTA

SECTION 00 31 32

Geotechnical Data Report for

C&SF – Upper St. Johns River Basin Culvert Repairs

Structures S-252D, S-252E, and S-252F Indian River County, Florida

Prepared by

Geosystems Branch

Engineering Division

Jacksonville District Corps of Engineers

31 January 2019

GEOTECHNICAL DATA REPORT

Table of Contents

1 SCOPE

2 CHARACTER OF MATERIALS

2.1 The Local Geology

2.2 Materials Encountered

3 DEFINITIONS

3.1 Definitions of Basic Terms

3.2 Current Logging Terms

3.3 Previous Logging Terms

3.4 Testing and Procedure Methods

4 GEOTECHNICAL DATA

4.1 Summary of Field Investigations

4.2 Summary of Index Testing Data

4.3 Boring Log Notes

4.4 Inspection of Recovered Materials

4.5 Boring Logs

List of Tables

Table 1. Available Boring Data Table 2. Index Testing Available for this Project

List of Plates

Plate 1. Vicinity Map Plate 2. Core Boring Location Map, Culvert Structure S-252D Plate 3. Core Boring Location Map, Culvert Structures S-252E and S-252F………………………12

2.2.1 Culvert S-252D

2.2.2 Culverts S-252E and S-252F

4.6 Laboratory Testing Data

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F Indian River County, FL

GEOTECHNICAL DATA REPORT

1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings. The associated boring logs and laboratory data are presented in paragraphs 4.5 and 4.6, respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing historical knowledge of the project area. Also included in this section are definitions of terms and boring log notes, which provide additional explanation of the boring logs and drilling techniques.

Items discussed in the character of materials paragraph may not appear explicitly on the boring logs. Based on historic knowledge of the project area, the character of materials paragraph includes items that supplement the data documented by the boring logs. When reviewing the boring logs, use all of the data on the logs, including the materials description, legend, and blow counts. When evaluating the subsurface conditions, use all of the data, including the character of materials paragraphs and boring logs.

During the solicitation period, any questions that pertain to the information provided in this section should be addressed to the contract specialist identified in Block 9 of SF1442. After contract award, questions should be addressed to the appointed ACO/COR, which will coordinate with Geosystems Branch.

2 CHARACTER OF MATERIALS

2.1 THE LOCAL GEOLOGY

The project site lies within the Eastern Valley geomorphic feature contained within the Atlantic Coastal Lowlands province of eastern Florida. The Eastern Valley consists of a broad valley of marine beach ridge and beach plain sediments between the Atlantic Coastal Ridge to the east and the Osceola Plain to the west. The project location is shown on Plate 1.

Based on mapping conducted by the Florida Geological Survey (FGS), the surficial geologic deposits in the project area consist of Holocene sediments (Qh) and Tertiary-Quaternary Fossiliferous Sediments (TQsu). The Holocene sediments typically consist of quartz sands, carbonate sands and muds, and organics. The Tertiary-Quaternary sediments include shelly sands and carbonate rock with an abundance of fossil mollusks. The Tertiary-Quaternary Fossiliferous Sediments, also referred to as Tertiary-Quaternary Shelly Sediments, includes sediments formerly attributed to several formations, including the late Pleistocene, Fort Thompson Formation.

2.2 MATERIALS ENCOUNTERED

2.2.1 Culvert S-252D

The materials encountered in borings CB-252D-1 and CB-252D-2 consist primarily of poorly graded, fine grained quartz sand, clay, and silt with peat and shell. The boring locations are shown on Plate 2.

2.2.2 Culverts S-252E and S-252F

The materials encountered in the borings located in the immediate vicinity of the two structures (CB-FD-16, CB-FD-18, CB-FD-19, and CB-L78-40) consisted primarily of poorly graded, fine grained quartz sand, silty sand, clay, and shell. The boring locations are shown on Plate 3.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

3 DEFINITIONS

Definitions not explicitly indicated in the sections below are typical industry standard definitions from their respective ASTMs.

3.1 DEFINITIONS OF BASIC TERMS

Carbonate – Soil component that reacts with HCl of an indeterminate origin (shell, rock, etc.).

Fill – Material that has been placed by man, described with all soil characteristics.

Layer – Rock or soil with a thickness of 6 inches or less.

Lens – A geologic deposit of variable thickness, which disappears laterally in all directions and cannot be correlated to adjacent borings.

Rock – A naturally occurring substance composed of one or more minerals bound together. This geologic term includes a range of engineering properties: strength, hardness, permeability, weathering, and discontinuity. These properties are noted or can be inferred from the boring logs as blow counts, penetration rate, RQD, hardness, etc.

Shell – Material composed of predominantly (>75%) coarse-grained sand to gravel-sized whole or broken shell.

3.2 CURRENT LOGGING TERMS

Definition of terms used on boring logs dated since 2000:

Banded - 0.02' (6 mm) to 0.1' (3.0 cm).

Boulder-Sized – Particles greater than 12 inches in diameter.

Cavity - Voids greater than the diameter of the core.

Coarse Grained - Grain diameter greater than 0.079" (2 mm) for sedimentary rocks or 0.197" (5

mm) for igneous or metamorphic rocks.

Coarse Grained Sand-Sized – Less than 10 percent of fine and medium grained sand sizes are present.

Coarse Gravel-Sized – Particles greater than 3/4 of an inch but less than 3 inches in diameter.

Cobble-Sized – Particles greater than 3 inches but less than 12 inches in diameter.

Decomposed – Applicable to saprolitic rock; rock is essentially reduced to a soil with a relic rock texture; can be molded or crumbled by hand.

Dipping (Dip) - 20 to 45 degrees.

Discontinue – Particles were present within the unit above but are no longer present.

Fine Grained - Grain diameter between 0.004" (0.1 mm) and 0.016" (0.4 mm) for sedimentary rocks or 0.039" (1 mm) for igneous or metamorphic rocks.

Fine Grained Sand-Sized - Less than 10 percent of medium and coarse grained sand sizes are present.

Fine Gravel-Sized – Particles greater than No. 4 sieve but less than 3/4 of an inch in diameter.

Flat (Dip) - 0 to 20 degrees.

Fossiliferous – Greater than 40 percent fossils.

Hard (Hardness) - Difficult to scratch with a knife (cannot be pitted with a geology hammer, but can be chipped with moderate blows of the hammer).

Highly Fractured - Spacing 0.3' (9.1 cm) to 1' (30.5 cm).

Highly Weathered - Entire section is discolored; alteration is greater than 50%; some areas of slightly weathered rock are present; some minerals are leached away; retains only a fraction of its original strength (wet strength usually lower than dry strength).

Intact – Spacing greater than 6' (1.8 m).

Intensely Fractured - Spacing less than 0.3' (9.1 cm).

Massive – Over 3' (0.9 m) thick.

Medium-Bedded - 0.3' (9.1 cm) to 1' (30.5 cm) thick.

Medium Grained - Grain diameters between 0.016" (0.4 mm) to 0.079" (2 mm) for sedimentary rocks or 0.039" (1 mm) to 0.197" (5 mm) for igneous or metamorphic rocks.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

Medium Grained Sand-Sized - Less than 10 percent of fine and coarse grained sand sizes are present.

Moderately Fractured - Spacing 1' (30.5 cm) to 3' (0.9 m).

Moderately Hard (Hardness) - Can be scratched easily with a knife, but cannot be scratched by a fingernail (can be pitted with moderate blows of a geology hammer).

Moderately Open (Fracture Aperture) - 0.020" (0.5 mm) to 0.098" (2.5 mm).

Moderately Weathered - Discoloration is evident; surface is pitted and altered, with alterations penetrating well below rock surfaces; 10% to 50% of the rock is altered; strength is noticeably less than unweathered rock.

Non-fossiliferous – No observed fossils.

Open (Fracture Aperture) - 0.098" (2.5 mm) to 0.394" (10 mm).

Pitted - Voids 0.039" (1mm) to 0.236" (6mm) in diameter.

Porous - Voids less than 0.039" (1mm) in diameter.

Slightly Fractured - Spacing 3' (0.9 m) to 6' (1.8 m).

Slightly Weathered - Superficial discoloration, alteration and/or discoloration along discontinuities;

less than 10% of the rock volume is altered; strength is essentially unaffected.

Soft (Hardness) - Can be scratched with a fingernail (cannot be crumbled between fingers, but can be easily pitted with light blows of a geology hammer).

Solid - Absence of voids.

Sparsely Fossiliferous – Less than 40 percent fossils.

Steeply Dipping (Dip) - 45 to 90 degrees.

Thick-Bedded – 1' (30.5 cm) to 3' (0.9 m) thick.

Thin-Bedded - 0.1' (3.0 cm) to 0.3' (9.1 cm) thick.

Thin Parting - Paper thin to 0.002' (0.6 mm).

Tight (Fracture Aperture) - 0.004" (0.1 mm) to 0.020" (0.5 mm).

Unweathered - No evidence of any mechanical or chemical alteration.

Very Fine Grained - Grain diameter less than 0.004" (0.1 mm); individual grains or crystals are too small to be seen with the naked eye.

Very Hard (Hardness) - Cannot be scratched with a knife (chips can be broken off only with heavy blows of a geology hammer).

Very Soft (Hardness) - Can be deformed by hand (has a rock-like character, but can be easily broken by hand).

Very Tight (Fracture Aperture) - less than 0.004" (0.1 mm).

Very Wide (Fracture Aperture) - 0.394" (10 mm) to 0.984" (25 mm).

Vuggy - Voids 0.236" (6mm) to the diameter of the core.

3.3 PREVIOUS LOGGING TERMS

Definition of terms used on boring logs dated before 2000:

Dense – Equivalent to SPT N-value of 30 to 50.

Incompetent – Rock that disintegrates while coring; weak.

Indurated – Rock or soil hardened or consolidated by pressure or cementation. Very difficult to break by hand.

Poorly-Indurated – See semi-indurated.

Seam – Rock or soil with average thickness of 2 to 3 inches.

Semi-Indurated – Rock or soil with a lesser degree of hardening or consolidation by pressure or cementation. Crumbles with little effort by hand.

3.4 TESTING AND PROCEDURE METHODS

Test/Procedure Method Abrasion Resistance of Large-Size Coarse Aggregate, Los Angeles Machine ASTM C535

Abrasion Resistance of Small-Size Coarse Aggregate, Los Angeles Machine ASTM C131

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

Test/Procedure Method Air Content by the Pressure Method ASTM C231 Air Content by the Volumetric Method ASTM C173 Air-Entraining Admixtures for Concrete ASTM C233 Atterberg Limits, wet preparation method, test method a multipoint ASTM D4318 Bulk Specific Gravity of Bituminous Mixtures ASTM D2726 Capping Cylindrical Concrete Specimens ASTM C617 Carbonate Content ASTM D4373 Compaction: 4" Mold, Modified Proctor ASTM D1557 Compaction: 4" Mold, Standard Proctor ASTM D698 Compaction: 6" Mold, Modified Proctor ASTM D1557 Compaction: 6" Mold, Standard Proctor ASTM D698 Compressive Strength of Cast in Place Concrete Cylinders ASTM C873 Compressive Strength of Cylindrical Concrete Specimens (Set of 4) ASTM C39 Compressive Strength of Lightweight Concrete ASTM C495 Consolidation, each load of rebound increment with complete time ASTM D2435

Density and Water Content of Soil by Nuclear Methods (Minimum 4) ASTM D2922/D3017

Density of Bituminous Concrete in Place by Nuclear Methods (Minimum 4) ASTM D2950

Density of Soil in Place by the Sand-Cone Method ASTM D1556 Direct Shear ASTM D3080 Drilled Cores and Sawed Beams of Concrete ASTM C42 Extraction of Bituminous Paving Mixtures ASTM D2172 Freezing and Thawing (up to 55 cycles) ASTM D5312 Grain size sieve Analysis ASTM D422 Hydrometer Analysis ASTM D422 Making and Curing Concrete Test Specimens in the Field (Set of 6) ASTM C31 Making and Curing Concrete Test Specimens in the Lab (Set of 4) ASTM C192 Marshall Resistance to Plastic Flow (Set of 3) ASTM D1559 Material Passing No. 200 Sieve ASTM D1140 Modulus of Elasticity ASTM D3148 Moisture Content ASTM D2216

Munsell Color Munsell Soil Color Charts

Organic Content, Test Method C ASTM D2974 Organic Impurities in Fine Aggregate ASTM C40 Permeability: Constant Head Permeability ASTM D2434 Permeability: Falling Head Permeability ASTM D5084 Petrographic Examination ASTM C295 Sampling Aggregate (Minimum 4 hours) ASTM D75 Sampling Freshly Mixed Concrete ASTM C172 Sedimentation Rate No ASTM Sieve Analysis of Aggregate ASTM C136 Slump of Hydraulic-Cement Concrete ASTM C143 Soil Classification (Boring logs) ASTM D 2488 Specific Gravity and Absorption of Fine Aggregate ASTM C128 Specific Gravity for Rock ASTM C127

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

Test/Procedure Method Specific Gravity for Soil ASTM D854

SPLITTING TENSILE STRENGTH ASTM D3967

Splitting Tensile Strength of Concrete Cylinders ASTM C496 Subsample Preparation ASTM D4220, Group B ASTM D4220, Sulfate Soundness ASTM C88 Total Evaporable Moisture Content ASTM C566 Triaxial Compression Test for Rock with Strain Gages or LVDTs (per confining pressure) ASTM D2664

Triaxial compression: Consolidated Undrained (CU) Triaxial Compression Test R Test with Pore Pressure Measurements (per confining pressure)

ASTM D4767

Triaxial compression: Unconsolidated Undrained (UU) Triaxial Compression Test Q Test with Pore Pressure Measurements (per confining pressure)

ASTM D2850

Unbonded Caps for Compressive Strength ASTM C1231 Unconfined Compressive Strength for Rock Greater than 9,000 psi with Strain ASTM D2938

Unconfined Compressive Strength for Rock up to 9,000 psi with Strain ASTM D2938

Unconfined Compressive Strength for Soil ASTM D2166 Unit Weight and Absorption ASTM C127 Unit Weight of Aggregate ASTM C29 - Visual Percent Shell No ASTM Wetting and Drying ASTM D5313

4 GEOTECHNICAL DATA

4.1 SUMMARY OF FIELD INVESTIGATIONS

The table below summarizes the field investigations data set available for this project.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

Table 1. Available Boring Data

Designation State Plane, FL-East, NAD83

Project Area Available for Inspection X Y

CB-252D-1 760166 1201624 S-252D No

CB-252D-2 760162 1201459 S-252D No

CB-FD-16 731786 1199388 S-252F No

CB-FD-18 731992 1198935 S-252E No

CB-FD-19 731790 1199418 S-252F No

CB-L78-40 732099 1199270 S-252E No

Coordinates correspond to the project coordinate system and datum.

4.2 SUMMARY OF INDEX TESTING DATA

The table below summarizes the index testing available for this project.

Table 2. Index Testing Available for this Project

Boring Designation

Sample Designation USCS LL PL PI Org

% wn GS Munsell Color

CB-252D-1 8 SC 48 13 35 - 31.0 2.64 -

CB-252D-1 14 SC 25 9 16 - 14.3 - -

CB-252-D-1 19 SC 21 11 10 - 22.2 2.67 -

CB-252D-2 10 SC 63 20 43 - 27.1 2.62 -

CB-252D-2 17 SC 52 13 39 - 35.7 2.63 -

CB-252D-2 24 SM-SC 25 18 7 - 26.4 2.71 -

CB-252D-2 28 SC 23 12 11 - 27.2 - -

CB-FD-16 4 SP - - - - - 2.64 -

CB-FD-16 12 SM - - - - - - -

CB-FD-18 3 SP - - - - - - -

CB-FD-18 6 CL 35 16 19 - 19.87 - -

CB-L78-40 3 SP - - - - - - -

CB-L78-40 5 SC 31.7 17.8 13.9 - 18.61 - -

CB-L78-40 6 SC-SM 21.7 17.1 4.6 - 20.86 - -

USCS: Unified Soil Classification System; LL: Liquid Limit; PL: Plastic Limit; PI: Plasticity Index;

Org%: Organic Content; wn: Moisture Content; Gs: Specific Gravity.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

4.3 BORING LOG NOTES

Borings CB-252D-1, CB-252D-2, CB-FD-16, CB-FD-18, CB-FD-19, and CB-L78-40 were driven using the Standard Penetration Test (SPT) procedure with a 140 pound hammer with a 30-inch drop using a 2.0 foot split spoon (1 3/8-inch I.D. and 2-inch O.D.). Borings were advanced in 18-inch intervals, or until refusal was encountered. Refusal is defined as a total of 50 blows of the hammer within any 6-inch increment, a total of 100 blows within any 1-foot increment, or no observed advance of the sampler after 10 successive blows of the hammer. Refusal was not encountered in the project borings.

4.4 INSPECTION OF RECOVERED MATERIALS

Materials recovered from the project borings are no longer available for inspection. All previously collected core borings have been discarded.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

0 4 8 12 162

Miles

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE

1KJN

KJN

KJN

24JAN19

Dsn by:

C&SF- UPPER ST. JOHNS RIVER BASIN

CULVERT REPAIRS

STRUCTURES S-252D, S-252E, and S-252F

INDIAN RIVER COUNTY, FLORIDA

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

Project Location

PLATE 2PLATE 3

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

H

CB-252D-2

CB-252D-1

0 50 100 150 20025

Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE

2KRH

KRH

KRH

30JAN19

Dsn by:

CORE BORING LOCATION MAP

CULVERT STRUCTURE S-252D

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

Legend H Core Boring

S-252D

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

H

HCB-FD-16

CB-FD-19

CB-FD-18

CB-L78-40

0 75 150 225 30037.5

Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE

3KRH

KRH

KRH

30JAN19

Dsn by:

CORE BORING LOCATION MAP

CULVERT STRUCTURES S-252E & S-252F

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

Legend H Core Boring

S-252F

S-252E

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

4.5 BORING LOGS

Applicable boring logs are presented on the following pages. While the Government’s borings are representative of subsurface conditions at their respective locations and vertical reaches, local variations in the characteristics of the subsurface materials of this region are to be expected.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

4.6 LABORATORY TESTING DATA

Applicable laboratory testing data are presented on the following pages.

C&SF - Upper St. Johns River Basin Culvert Repairs Structures S-252D, S-252E, and S-252F

SECTION 00 33 50 Page 1

SECTION 00 33 50

WEATHER AND WATER STAGE DATA

1. The below stated water levels 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.

Structure 252D (S-252D), S-252E, and S-252F are features of the Upper St.

Johns River Basin component of the Central and Southern Florida Project that are operated and maintained by the St. Johns River Water Management District (SJRWMD), in accordance with the 1991 Upper St. Johns River Basin Preliminary Water Control Manual (1991 PWCM). All elevations in this Section 00 33 50 are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD). The value to convert the S-252D water level and the S-252E water level in this Section 00 33 50 from feet, NGVD to feet, North American Vertical Datum of 1988 (feet, NAVD) is -1.47 and -1.49, respectively.

2. S-252D is located at the Fort Drum Marsh Conservation Area (FDMCA), in the alignment of Levee 79 (L-79), south of the northeast corner of the FDMCA, upstream of the L-79 Flow-way and the Blue Cypress Water Management Area (BCWMA). The S-252D tailwater is downstream of the St. Johns Improvement District (SJID) Reservoir. S-252D consists of one 72-inch diameter corrugated metal pipe (CMP) culvert with a manually operated slide gate at its headwater (FDMCA). S-252D serves as an outlet for water in the FDMCA.

FDMCA water released at S-252D flows into the L-79 Flow-way and the BCWMA.

S-252D has a discharge capacity of 100 cubic feet per second (cfs).

3. S-252E is located at the FDMCA, in the alignment of L-78, adjacent to the L-78 Borrow Canal, and south of the northwest corner of the FDMCA. S-252E consists of five 72-inch diameter CMP culverts which each have a flap gate on the FDMCA side. S-252E serves to convey L-78 Borrow Canal water into the FDMCA when FDMCA water levels allow and to prevent excess FDMCA water from entering the L-78 Borrow Canal. S-252E has a design discharge capacity of 500 cfs.

4. S-252F is located in the L-78 Borrow Canal adjacent to the alignment of L-78 and exterior to the northwest corner of the FDMCA. S-252F is north of S-252E and is upstream (south) of the southern end of the Blue Cypress Marsh Conservation Area (BCMCA). S-252F consists of two 72-inch diameter CMP culverts, each with a manually operated screw gate at the headwater (L-78 Borrow Canal at S-252E). When FDMCA water levels cause S-252E flap gates to close, preventing L-78 Borrow Canal water from entering the FDMCA, S-252F is operated to release L-78 Borrow Canal water to the BCMCA. S-252F has a design discharge capacity of 200 cfs.

5. Water levels at S-252D are mainly affected by rainfall, evaporation, local runoff, water supply demands, groundwater levels, BCWMA water management operations, FDMCA water management operations, and St. Johns Improvement District (SJID) Reservoir releases into the L-79 Flow-way (S-252D tailwater). FDMCA water management operating criteria from the 1991 PWCM are intended to maintain the FDMCA water level at S-252D between 23.5 and 26.0 feet, NGVD; however, water levels outside of this range are possible. In general, S-252D is open during the dry season months, of February through May and closed during the rest of the year. However, hydrometeorological conditions influence whether the SJRWMD will open or close S-252D at any time during the year. If rainfall/runoff conditions warrant, the SJID may make

SECTION 00 33 50 Page 2 releases from the SJID Reservoir to the L-79 Flow-way. Occasionally, water levels in the L-79 Flow-way may exceed water levels in the FDMCA. The Blue Cypress Water Management Area Regulation Schedule from the 1991 PWCM shown in Figure 1 is utilized by the SJRWMD to guide management of (release or store) BCWMA water. Historic and daily FDMCA and BCWMA water level data may be obtained from the SJRWMD at https://www.sjrwmd.com/ or at 4040 Reid Street, Palatka, Florida 32177.

6. Water levels at S-252E are mainly affected by rainfall, evaporation, local runoff, groundwater levels, and FDMCA water management operations.

FDMCA water management operating criteria from the 1991 PWCM are intended to maintain the FDMCA water level at S-252E between 23.5 and 26.0 feet, NGVD;

however, water levels outside of this range are possible. In addition, FDMCA water levels may exceed the water level in the L-78 Borrow Canal. Historic and daily FDMCA water level data may be obtained from the SJRWMD at https://www.sjrwmd.com/ or at 4040 Reid Street, Palatka, Florida 32177.

7. Water levels at S-252F are mainly affected by rainfall, evaporation, local runoff, groundwater levels, water levels at S-252E, and BCMCA water management operations. Generally, S-252F is closed, however S-252F is opened by the SJRWMD when the S-252E flap gates (located at S-252E tailwater/FDMCA) close and prevent conveyance of L-78 Borrow Canal water to the FDMCA. When open, S-252F conveys L-78 Borrow Canal water to the BCMCA. FDMCA water management operating criteria from the 1991 PWCM are intended to maintain the FDMCA water level at S-252E between 23.5 and 26.0 feet, NGVD; however, water levels outside of this range are possible. The Blue Cypress Marsh Conservation Area Regulation Schedule from the 1991 PWCM shown in Figure 2 is utilized by the SJRWMD to guide management of (release or store) BCWMA water.

Historic and daily FDMCA and BCMCA water level data may be obtained from the SJRWMD at https://www.sjrwmd.com/ or at 4040 Reid Street, Palatka, Florida 32177.

8. In general, historic water levels are not necessarily indicative of future water levels. The contractor should not expect that water levels/flows will be manipulated for contractor. The contractor shall not attempt to operate S-252D, S-252E, or S-252F.

9. 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.

Subscription price and ordering information is available from the National Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: https://www.ncdc.noaa.gov/.

10. The climate of the area that includes S-252D, S-252E, and S-252F is essentially subtropical and humid. Temperatures below freezing are rare.

The wet season 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. S-252D, S-252E, and S-252F may be subject to tropical storms, hurricanes, and windy and/or rainy https://www.sjrwmd.com/ https://www.sjrwmd.com/ https://www.sjrwmd.com/ https://www.ncdc.noaa.gov/

SECTION 00 33 50 Page 3 weather throughout the year. Weather forecasts as well as actual rainfall information from the National Weather Service Forecast Office Melbourne, Florida can be found at: https://www.weather.gov/mlb/.

11. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON 5-DAY WORK WEEK

The average number of work days in each calendar month with precipitation greater than or equal to 0.50 inches is provided for the area that includes S-252D, S-252E, and S-252F in the below table. This information is based on data obtained from Station FORT DRUM located at latitude: 27.5139 and longitude: -80.7694.

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

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

FORT DRUM 1 1 1 1 2 3 3 3 3 2 1 1

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

https://www.weather.gov/mlb/

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JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

BLUE CYPRESS WATER MANAGEMENT AREA (BCWMA)

ZONE RELEASES

A Maximum discharge except when operating near zone limits. Forecasts will be made to bring water level to schedule within 16 days.

B Releases for water supply or environmental purp.oses.

Central and Southern Florida Project

UPPER ST. JOHNS RIVER BASIN

WATER CONTROL MANUAL

REGULATION SCHEDULE

September 1991 USAED Jacksonville

Figure 1 k3enwjez Rectangle

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.JAN FEB MAR APR MAY JUN JUL AU0 SEP OCT NOV DEC

BLUE CYPRESS MARSH CONSERVATION AREA (BCMCA)

ZONE RELEASES

A Maximum discharge except when o'perating near zone limits. Forecasts will be made to bring water level to schedule within 15 days.

B Releases for water supply or environmental purposes.

Central and Southern Florida Project

UPPER ST. JOHNS RIVER BASIN

WATER CONTROL MANUAL

REGULATION SCHEDULE

September 1991 USAED Jacksonville

Figure 2 k3enwjez Rectangle

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

1. 2. 2 Locat i on

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

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

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

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

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

1. 5. 2 Cont r act or I nvest i gat i on

1. 6 LAYOUT OF WORK

1. 6. 1 Layout

1. 6. 2 Sur vey

1. 7 DAMAGE TO WORK

1. 8 EXI STI NG WORK

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

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

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

1. 10 UNI TS OF MEASURE

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

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

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

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

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

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

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

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

The wor k i ncl udes sl i p l i ni ng a quant i t y of t en ( 10) Cor r ugat ed Met al Pi pe ( CMP) cul ver t s, f or a t ot al l engt h of appr oxi mat el y 1, 228 f eet . The exi st i ng cul ver t s ar e al l 72 i nch CMP and shal l be s l i p l i ned wi t h 63 i nch Out er Di amet er ( OD) smoot h HDPE wi t h t he annul ar space st r uct ur al l y grouted.

Wor k shal l be per f or med i n t he wet wi t h di ver s, and may have a maxi mum dept h of wat er over t he cul ver t s of appr oxi mat el y 12 f eet . Cof f er dams ar e not al l owed and no wor k shal l be per f or med i n t he dr y based on t he cost of dewat er i ng and r equi r ement t o mai nt ai n f ul l oper at i ons.

The cul ver t s, except at t he L- 78 canal cr ossi ng, have exi st i ng 72 i nch f l ap or s l i de gat es as shown i n t he t abl e bel ow. Sl i de gat es shal l be r eused. The f l ap gat es shal l be r emoved, di scar ded, and r epl aced wi t h 63 i nch di amet er aut omat i c al umi num f l ap gat es. A manual l y oper at ed f l ap gat e i s not r equi r ed, as ar e exi st i ng on S- 252E cul ver t s.

St r uct ur al st eel t i e- down beams f ast ened t o t he exi st i ng wooden pi l i ng at t he S- 252D wal kway st r uct ur e shal l be r epl aced by st ai nl ess st eel t i e- down beams. St ai nl ess st eel t i e- down beams shal l be added at t he S- 252E and S- 252F st r uct ur es. Hel i cal pi l es shal l be i nst al l ed at S- 252E and S- 252F as wooden pi l es don' t exi st at t hese st r uct ur es or have i nsuf f i c i ent capaci t y t o r esi st pot ent i al buoyant f or ces.

A Remot e Oper at ed Vi deo ( ROV) i nspect i on was per f or med i n Sept ember 2018 wi t h Tel edyne' s Bl ueVi ew sonar , and vi deos of al l cul ver t s ar e avai l abl e f or v i ewi ng by t he Cont r act or . The Cont r act or shal l r equest t hese vi deos f r om t he Cont r act i ng Of f i cer or Cont r act i ng Speci al i st ' s cont act i nf or mat i on shown on t he FBO sol i c i t at i on.

The cul ver t s have sever e sect i on l oss and maj or penet r at i ons wher e not cover ed by gr ade. I t i s necessar y t o cut of f t hese pi pes cl ose t o t he gr ade of t he l evee, as t hey cannot be gr out ed wi t h such maj or cor r osi on.

Ref er ence const r uct i on dr awi ngs dat ed 1997 ar e pr ovi ded.

SECTI ON 01 11 00 Page 2

The wor k shal l be per f or med at t he f ol l owi ng st r uct ur es:

St r uct ur e Name Culvert Quant i t y ( CMP)

Culvert Diameter

Flap Gates

Slide Gates

Culvert Lengt h ( Each)

Total Length

S-252D 1 72 i n 0 1 170 f t 170 f t

S-252E 5 72 i n 5 0 142 f t 710 f t

S-252F 2 72 i n 0 2 99 f t 198 f t

L- 78 ( Canal Crossing)

2 72 i n 0 0 75 f t 150 f t

1. 2. 2 Location

The wor k i s l ocat ed i n t he Upper St . John' s Ri ver Basi n, I ndi an Ri ver Count y, Fl or i da. Coor di nat es of t he f our ( 4) st r uct ur es ar e as f ol l ows:

S- 252D: 27° 38' 19. 94" N, 80° 40' 43. 25" W S- 252E: 27° 37' 57. 39" N, 80° 45' 56. 81" W S- 252F: 27° 37' 59. 68" N, 80° 45' 58. 09" W L- 78: 27° 38' 23. 62" N, 80° 46' 0. 60" W

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

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

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

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

PROCEDURES.

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

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

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

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

1. 5 PHYSI CAL DATA

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

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

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

See Sect i on 00 33 50 WEATHER DATA.

SECTI ON 01 11 00 Page 3

1. 5. 2 Cont r act or I nvest i gat i on

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

1. 6 LAYOUT OF WORK

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

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

1. 6. 1 Layout

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

1. 6. 2 Survey

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

1. 7 DAMAGE TO WORK

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

SECTI ON 01 11 00 Page 4

1. 8 EXI STI NG WORK

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

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

b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k shal l be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.

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

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

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

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

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

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

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

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

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

WEATHER, WATER STAGE AND TI DE DATA.

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

Upon acknowl edgment of t he Not i ce t o Pr oceed ( NTP) and cont i nui ng t hr oughout t he cont r act , t he Cont r act or wi l l r ecor d on t he dai l y CQC r epor t t he occur r ence of adver se weat her and r esul t ant i mpact t o nor mal l y schedul ed wor k. Act ual adver se weat her del ay days must pr event wor k on cr i t i cal act i v i t i es f or 50 per cent or mor e of t he Cont r act or ' s schedul ed wor k day. The number of act ual adver se weat her del ay days shal l i ncl ude days i mpact ed by act ual adver se weat her ( even i f adver se weat her occur r ed i n pr evi ous mont h) , be cal cul at ed chr onol ogi cal l y f r om t he f i r st t o t he l ast day of each mont h, and be r ecor ded as f ul l days. I f t he number of act ual adver se weat her del ay days exceeds t he number of days ant i c i pat ed i n Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA ( r ounded t o t he near est whol e number ) , t he Cont r act i ng Of f i cer wi l l conver t any qual i f y i ng

SECTI ON 01 11 00 Page 5 del ays t o cal endar days, gi v i ng f ul l consi der at i on f or equi val ent f ai r weat her wor k days, and i ssue a modi f i cat i on i n accor dance wi t h t he Cl ause DEFAULT ( FI XED PRI CE CONSTRUCTI ON) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 10 UNI TS OF MEASURE

The st andar d U. S. syst em or t he met r i c syst ems of measur e may be ut i l i zed by t he Cont r act or i n t he per f or mance of hi s wor k. Al l sur vey r ecor ds, of f i c i al document at i on, engi neer i ng dat a, and al l cor r espondence, i ncl udi ng any submi t t al s and shop dr awi ngs, shal l c l ear l y denot e whi ch syst em of measur e i s bei ng ut i l i zed, r ef er enced or di scussed. Any omi ssi on or i naccur at e use of a uni t of measur e on t he par t of t he Cont r act or shal l not r el i eve hi m of hi s r esponsi bi l i t i es under t he cont r act t er ms. The uni t of measur e used i n t hi s speci f i cat i on i s t he st andar d U. S. syst em. The cont r act dr awi ngs denot e bot h st andar d U. S.

syst em and met r i c syst em wher e appr opr i at e. I f no uni t of measur e i s i ndi cat ed on t he dr awi ng such as on r anges, st at i ons, s l ope el evat i ons, and di st ance number s, t hen t hey ar e t o be consi der ed t he st andar d U. S.

system.

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 6

C&SF - Upper St. Johns River Basin S-252D, E, F, and L78R Canal Cross Over Culvert Repairs, Indian River County, Florida

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 UNIT PRICE PAYMENT ITEMS

1.4.1 Culvert Slip Lining (Line Items 0001, 0003, 0007 , and 0010)

1.4.1.1 Payment

1.4.1.2 Measurement

1.4.1.3 Unit of Measure

1.4.2 Stainless Steel Beam (Line Items 0002, 0005, and 0009 )

1.4.2.1 Payment

1.4.2.2 Measurement

1.4.2.3 Unit of Measure

1.4.3 Flap Gates (Line Item 0006)

1.4.3.1 Payment

1.4.3.2 Measurement

1.4.3.3 Unit of Measure

1.4.4 Helical Pile Installation (Line Items 0004 and 0008)

1.4.4.1 Payment

1.4.4.2 Measurement

1.4.4.3 Unit of Measure

1.4.5

1.4.5.1 Payment

1.4.5.2 Measurement

1.4.5.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

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 --

SECTION 01 22 00 Page 1

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

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

SECTION 01 22 00 Page 2

SD-07 Certificates

Request for Progress Payment; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.4.1 Culvert Slip Lining (Line Items 0001, 0003, 0005, and 0006)

1.4.1.1 Payment

Payment will be made for costs associated with or incidental to slip lining culverts. Payment includes all costs associated with labor, equipment, material, supervision, demolition of existing culverts and slide gates, rip-rap removel and replacement, cleaning, inspection, sheeting, installation, placement and grouting of HDPE pipe, reinstallation of existing slide gates, safety, dust/erosion control, testing, site restoration and all other work specified or not which is reasonably required to provide a completed installation. Any item not specified elsewhere in this specification shall be considered incidental to this line item.

1.4.1.2 Measurement

The total length of culverts slip lined.

1.4.1.3 Unit of Measure

Linear feet.

1.4.2 Stainless Steel Beam (Line Items 0002, 0005 , and 0009)

1.4.2.1 Payment

Payment will be made for costs associated with or incidental to installing stainless steel beams which are attached to the helical piles to secure the culverts in place. Payment includes all costs associated with labor, equipment, and material.

1.4.2.2 Measurement

The total length of beam installed.

SECTION 01 22 00 Page 3

1.4.2.3 Unit of Measure

Linear feet.

1.4.3 Flap Gates (Line Item 0006)

1.4.3.1 Payment

Payment will be made for costs associated with or incidental to installing flap gates to the culvert outlets. Payment includes all costs associated with labor, equipment, material, and testing.

1.4.3.2 Measurement

The total quantity of flap gates installed.

1.4.3.3 Unit of Measure

Each.

1.4.4 Helical Pile Installation (Line Items 0004 and 0008)

1.4.4.1 Payment

Payment will be made for costs associated with or incidental to installing helical piles. Payment includes all costs associated with design labor, equipment, and material. For S-252F, include costs for decking removal and replacement.

1.4.4.2 Measurement

The total quantity of helical piles placed.

1.4.4.3 Unit of Measure

Each.

1.4.5 DELETED

1.4.5.1 DELETED

SECTION 01 22 00 Page 4

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "Request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning".