Appendix C

Pace Water Technical Specifications

WOODBINE RD UTILITY RELOCATION

TABLE OF CONTENTS

Pace Water System i

Mott MacDonald Restricted

TECHNICAL SPECIFICATIONS – TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS

01000 Measurement and Payment 01010 Summary of Work 01300 Submittals 01410 Testing and Testing Laboratory Services 01720 Project Record Documents

DIVISION 2 SITE WORK

02110 Clearing and Grubbing 02150 Bypass Pumping 02215 Excavation, Backfill, and Compaction 02340 Earthwork for Utilities 02400 Water Distribution System 02500 Sewer Collection System 02530 Trench Safety Act Compliance 02600 Reclaimed Water Mains and Accessories 02650 Removing and Replacing Pavement 02710 Jack and Bore Casings 02720 Horizontal Directional Drilling 02720A Small Horizontal Directional Drilling 02958 CCTV Internal Inspection of Sanitary Sewers

APPENDICES

SECTION 01000

MEASUREMENT AND PAYMENT

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PART 1 – GENERAL

A. GENERAL

A. The unit price or lump sum bid items shall be compensation in full for furnishing all materials, labor, equipment and incidentals necessary to complete the item in place in every detail in accordance with the plans and specifications. There will be no direct compensation for clean-up, restoration of property, and incidentals not shown in the proposal, and such incidentals shall be included in the unit price for the related item of work.

PART 2 – BID ITEMS – POTABLE WATER

2.01 CERTIFIED ASBUILT BY PROFESSIONAL SURVEYOR

A. The lump sum price for this item will be compensation in full for all labor, equipment, materials, and incidentals necessary to complete record drawings and furnish record documents. Drawings document the final materials that shows the exact dimensions and location of installed work. Record drawings must be of professional quality, in AutoCAD format and submitted to the Engineer in both “Hard Copy” and digital format on USB drive.

Final payment will be withheld until receipt of record documents. As-Builts shall meet all requirements outlined in Section 01720. These documents are to be certified by a Professional Land Surveyor.

2.02 PRESSURE TESTING AND CHLORINATION

A. The lump sum price for this item will be compensation in full for all materials, labor, equipment, tools and incidentals necessary to test and certify the potable water mains, force mains, and gravity sewer systems. This includes but not limited to conducting hydrostatic pressure testing, disinfect the systems through flushing, chlorination and certifying the new water distribution system with Bacteriological samples per the plans/specifications. The new systems shall be complete, tested and ready for operation.

2.03 WATER MAIN

A. The unit price bid for the various sizes and types of water pipe shall be compensation in full for one linear foot of pipe complete in place. The length of pipe installed will be measured along the centerline of the installed pipe from center of installed pipe or junctions to center of junction or various ends with no deduction in measured length for specials, fittings, or valves. This line item shall include all labor and equipment needed to install one linear foot of pipe and shall include, but not be limited to, trenching, excavation, utility locates, soft digs, selective demolition, and compaction.

2.04 HDPE PIPE (Directional Drill)

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A. The unit price bid for this item shall be compensation in full for all materials, labor, equipment, drill mud haul and disposal, and all other incidental work and testing required by the plans and specifications, to install one (1) linear foot of the various sizes of HDPE pipe by HDD method. The length of pipe installed will be measured along the centerline of the installed pipe from center of installed pipe or junctions to center of junction or various ends with no deduction in measured length for specials, fittings, or valves.

2.05 PW WATER SERVICE (SHORT AND LONG)

A. The unit price for this item will be compensation in full for one (1) service connection, complete in place, including, but not limited to, service line, curb stop, corporation stop, tapping saddle, cap, meter, meter box, disconnecting and removing existing service lines (if required), bore under road for opposite side service (if required) and any incidentals necessary to provide a water service connection. New meter box and reconnection shall be located adjacent to existing meter box (if applicable). The Contractor shall coordinate service connections with the City and property owners.

2.06 M.J. ADAPTERS

A. The unit price bid for the various types and sizes shall be compensation in full for furnishing all materials, labor, equipment, tools and incidental necessary to install one HDPE Mechanical Joint adapter complete in place with bolts and retainer rings.

2.07 GATE VALVE

A. The unit price bid for the various sizes and types of gate valves shall be compensation in full for furnishing all material, labor, equipment, tools, including valve, valve box, concrete pad and valve stem extension, if required and incidentals necessary to install and complete one valve in accordance with plans and specifications.

2.08 TAPPING SLEEVE AND VALVE

A. The unit price bid for the various types and sizes shall be compensation in full for one valve with valve box, concrete pad, and valve stem extension, if required, and tapping sleeve, size to suit existing water pipe complete in place.

2.09 LINE STOP

A. The unit price bid for the various size line stops shall be compensation in full for furnishing all labor, material, equipment, and incidentals necessary to isolate a section of existing water line for the purpose of installing valves and fittings, using the line stop method.

2.10 MECHANICAL JOINT RETAINER GLANDS

A. The unit price bid for this item shall be compensation in full for furnishing all materials, labor, equipment, tools and incidental necessary to install one (1) locked mechanical

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2.11 BELL RESTRAINT HARNESS

A. The unit price bid for the various sizes shall be compensation in full for furnishing all materials, labor, equipment, and incidentals necessary to install one (1) new bell restraint, complete in place.

2.12 FIRE HYDRANT ASSEMBLY

A. The unit price bid shall be compensation in full for furnishing all materials, labor, equipment, tools, and incidentals necessary to install and complete one fire hydrant assembly which includes, but not limited to, fire hydrant, anchoring tee, gate valve with concrete pad, valve box, fittings, piping, thrust restraints and any incidentals necessary for a complete installation as shown on the Drawings. Depth of bury shall be 36 inches (30-inch cover) except where shown otherwise on the plans or in the proposal.

2.13 SAMPLE TAP

A. The unit price for this item will be compensation in full for one (1) temporary service connection, complete in place, including, but not limited to, service line, curb stop, corporation stop, tapping saddle, cap, and any incidentals necessary to provide a temporary water service connection. The Contractor shall coordinate installation and removal with the City as required.

2.14 DUCTILE IRON FITTINGS

B. The unit price bid for the various sizes and types of fittings shall be compensation in full for furnishing all materials, labor, equipment, tools and incidental necessary to install and complete one-pound of fittings. Payment will be based on catalog weight of the manufacturer supplying fittings. Bolts or other miscellaneous items will not be included in the weights.

2.15 THRUST BLOCK

A. The unit price bid for this item shall be compensation in full for furnishing all materials, labor, equipment, and incidentals necessary to install and complete one deadman style concrete restraint consisting of ½ of a cubic yard of 4000 psi concrete including required alltread and rebar. Rebar shall be #5 at 12 on center, each way, each face.

2.16 CONCRETE FILLED BOLLARD

A. The unit price bid for this item shall be compensation in full for furnishing all materials, labor, equipment, and incidentals necessary to install and complete one painted concrete encased bollard constructed from 8” SCH 40 steel piping. The bollard shall be constructed in accordance with the standard detail and shall include embedment, reinforcement, concrete, excavation, restoration, and painting.

2.17 FILL EXISTING PIPES WITH NON-SHRINK GROUT

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A. The lump sum price for this item will be compensation in full for labor, equipment, materials, and incidentals to place flowable grout filling and complete abandonment of existing water mains The price for grout filling existing water mains shall include excavating as required to access existing pipe and backfilling, grout filling pipe, pipe fitting for grout filling, removal of valve boxes, removal of existing fire hydrants, disposal of removed materials, and all other associated cost to complete abandonment of existing water mains.

2.18 POTABLE WATER LINE INSTALLED VIA JACK AND BORE

A. The unit price bid for the various sizes and types of potable water installed by jack and auger bore methods shall be compensation in full for all materials, labor, equipment, tools and incidentals necessary to construct the crossings between the stationing noted on the Drawings and by the methods shown or specified within those limits and to install the water main within the jack and auger bore crossing as shown on the Drawings per linear foot. This item shall include, but not be limited to:

Supply of steel casing pipe, fittings, casing spacers, linings, coatings, steel tie rods, and materials;

Schedule and coordination of deliveries with the supplier(s);

Providing, preparing and maintaining delivery and storage areas;

Inspecting, unloading, storing and accepting the steel pipe, fittings, casing spacers, linings, coatings, steel tie rods, and materials at the delivery areas;

Preparing and providing jack and auger bore safety plan work plan, layout plan, means and methods, calculations, and all specified per implementation documents;

Sealing/Bulkheading both ends of casing per Drawings;

All preparation, excavation, dewatering, sheeting, shoring, drainage, and backfill necessary for the receiving and jacking pit areas;

Making all connections, maintenance of flow, protection and support of adjacent structures;

Performing and supplying all appurtenances and temporary taps required for the installation, flushing, pigging, cleaning, and testing of the force main system;

Temporary pavement and grassed shoulder backfill, compaction, and restoration at the end of each workday;

Maintenance of traffic/Temporary Traffic Control;

Compliance with all permitting agency requirements;

Any required safety training and all work required for a full, operable, and complete jack and auger bore crossing installation, and for any work incidental thereto for which separate payment is not provided under other items in the Bid Form.

2.19 DETECTABLE WARNING SURFACE (SIDEWALK)

A. The unit price bid for this item shall be compensation in full for all materials, equipment, labor and incidentals necessary to install one (1) square foot of detectable warning surface and shall be installed per FDOT Standard Specifications.

2.20 TRAFFIC LOOPS

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A. The lump sum unit price bid for this item shall be compensation in full for all materials to install one traffic loop and all equipment, labor, and incidentals necessary to install one inductive detection loop with loop slot sealant, loop wire, conduit with fittings and all necessary hardware at one traffic light.

2.21 REMOVE AND REPLACE MAILBOXES

A. The lump sum bid price for this item shall be compensation in full for all labor, equipment, and materials, and incidentals necessary for temporarily removing a single mailbox, as required for this construction, and replacing it to match existing conditions (or better) including, but not limited to, material consisting of lumber, metal, concrete and bricks.

2.22 SELECT BACKFILL

The unit price bid for this item shall be compensation in full for furnishing all materials, equipment, labor, and incidentals necessary to install one (1) linear foot of select material used for backfill for depths greater than 12 foot from grade, which shall include furnishing material meeting the requirements of the specifications, backfilling, and compacting and hauling away existing material. All select material shall be approved by the Engineer before being used for backfill. If requested, the Contractor shall furnish a certificate from a commercial testing laboratory attesting to the percentage of clay in the select backfill.

No material may be used if more than 12% by weight passes the #200 sieve.

PART 3 – BID ITEMS – RECLAIMED WATER

3.01 CERTIFIED ASBUILT BY PROFESSIONAL SURVEYOR

A. The lump sum price for this item will be compensation in full for all labor, equipment, materials, and incidentals necessary to complete record drawings and furnish record documents. Drawings document the final materials that shows the exact dimensions and location of installed work. Record drawings must be of professional quality, in AutoCAD format and submitted to the Engineer in both “Hard Copy” and digital format on USB drive.

Final payment will be withheld until receipt of record documents. As-Builts shall meet all requirements outlined in Section 01720. These documents are to be certified by a Professional Land Surveyor.

3.02 RECLAIMED WATER MAIN

A. The unit price bid for the various sizes and types of water pipe shall be compensation in full for one linear foot of pipe complete in place. The length of pipe installed will be measured along the centerline of the installed pipe from center of installed pipe or junctions to center of junction or various ends with no deduction in measured length for specials, fittings, or valves. This line item shall include all labor and equipment needed to install one linear foot of pipe and shall include, but not be limited to, trenching, excavation, utility locates, soft digs, selective demolition, and compaction.

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3.03 GATE VALVE

A. The unit price bid for the various sizes and types of gate valves shall be compensation in full for furnishing all material, labor, equipment, tools, including valve, valve box, concrete pad and valve stem extension, if required and incidentals necessary to install and complete one valve in accordance with plans and specifications.

3.04 TAPPING SLEEVE AND VALVE

A. The unit price bid for the various types and sizes shall be compensation in full for one valve with valve box, concrete pad, and valve stem extension, if required, and tapping sleeve, size to suit existing water pipe complete in place.

3.05 DUCTILE IRON FITTINGS

A. The unit price bid for the various sizes and types of fittings shall be compensation in full for furnishing all materials, labor, equipment, tools and incidental necessary to install and complete one-pound of fittings. Payment will be based on catalog weight of the manufacturer supplying fittings. Bolts or other miscellaneous items will not be included in the weights.

3.06 CUT-IN CONNECTION

A. The unit price for this item shall be compensation in full for one (1) cut-in connection to the existing 16-inch reclaimed water main, complete in place, including, but not limited to, excavation, dewatering, cutting existing pipe, fittings, restraints, temporary bypass pumping or shutdown coordination (if required), installation, testing, backfill, restoration, and all materials, labor, equipment, and incidentals necessary to provide a complete and operational connection.

3.07 FILL EXISTING PIPES WITH NON-SHRINK GROUT

A. The lump sum price for this item will be compensation in full for labor, equipment, materials, and incidentals to place flowable grout filling and complete abandonment of existing water mains The price for grout filling existing water mains shall include excavating as required to access existing pipe and backfilling, grout filling pipe, pipe fitting for grout filling, removal of valve boxes, removal of existing fire hydrants, disposal of removed materials, and all other associated cost to complete abandonment of existing water mains.

3.08 RECLAIMED WATER LINE INSTALLED VIA JACK AND AUGER BORE

A. The unit price bid for the various sizes and types of reclaimed water line installed by jack and auger bore methods shall be compensation in full for all materials, labor, equipment, tools and incidentals necessary to construct the crossings between the stationing noted on the Drawings and by the methods shown or specified within those limits and to install the water main within the jack and auger bore crossing as shown on the Drawings per linear foot. This item shall include, but not be limited to:

Supply of steel casing pipe, fittings, casing spacers, linings, coatings, steel tie rods, and materials;

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Schedule and coordination of deliveries with the supplier(s);

Providing, preparing and maintaining delivery and storage areas;

Inspecting, unloading, storing and accepting the steel pipe, fittings, casing spacers, linings, coatings, steel tie rods, and materials at the delivery areas;

Preparing and providing jack and auger bore safety plan work plan, layout plan, means and methods, calculations, and all specified per implementation documents;

Sealing/Bulkheading both ends of casing per Drawings;

All preparation, excavation, dewatering, sheeting, shoring, drainage, and backfill necessary for the receiving and jacking pit areas;

Making all connections, maintenance of flow, protection and support of adjacent structures;

Performing and supplying all appurtenances and temporary taps required for the installation, flushing, pigging, cleaning, and testing of the force main system;

Temporary pavement and grassed shoulder backfill, compaction, and restoration at the end of each workday;

Maintenance of traffic/Temporary Traffic Control;

Compliance with all permitting agency requirements;

Any required safety training and all work required for a full, operable, and complete jack and auger bore crossing installation, and for any work incidental thereto for which separate payment is not provided under other items in the Bid Form.

3.09 FIRE HYDRANT ASSEMBLY

A. The unit price bid shall be compensation in full for furnishing all materials, labor, equipment, tools, and incidentals necessary to install and complete one fire hydrant assembly which includes, but not limited to, fire hydrant, anchoring tee, gate valve with concrete pad, valve box, fittings, piping, thrust restraints and any incidentals necessary for a complete installation as shown on the Drawings. Depth of bury shall be 36 inches (30-inch cover) except where shown otherwise on the plans or in the proposal.

PART 4 – BID ITEMS – SANITARY SEWER

4.01 CERTIFIED ASBUILT BY PROFESSIONAL SURVEYOR

B. The lump sum price for this item will be compensation in full for all labor, equipment, materials, and incidentals necessary to complete record drawings and furnish record documents. Drawings document the final materials that shows the exact dimensions and location of installed work. Record drawings must be of professional quality, in AutoCAD format and submitted to the Engineer in both “Hard Copy” and digital format on USB drive.

Final payment will be withheld until receipt of record documents. As-Builts shall meet all requirements outlined in Section 01720. These documents are to be certified by a Professional Land Surveyor.

4.02 REPLACE SEWER PIPE

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A. The unit price bid for the various sizes and types of sewer pipe shall be compensation in full for the removal and replacement of one linear foot of pipe complete in place. The length of pipe installed will be the plan length measured from center to center of manholes and no deduction in length will be made for space in the line occupied by manholes or fittings.

The depth of fee cut to be paid for will be vertical distance from ground surface on the centerline of the pipe to the pipe invert. This item shall include bypass pumping and removal and disposal of existing sewer pipe. The contract unit price shall also include any clearing and grubbing, dewatering, and incidentals necessary to complete the work.

4.03 CORE AND CONNECT PIPE TO MANHOLE

A. The unit price bid for this item shall be compensation in full for one (1) manhole-pipe connection of the various sizes and types of sewer pipe complete in place. This item shall include bypass pumping, dewatering, pipe extensions to manhole, flexible connector, and any incidentals necessary to complete the work.

4.04 REPLACE MANHOLE

A. The unit price bid for this item shall be compensation in full for removing and replacing one manhole of the various sizes, types, and depths complete with frames and covers, steps, inverts, connections, and stub-outs in place. The depth of manhole shall be the vertical distance from the top of manhole cover to the lowest pipe invert. This item shall include bypass pumping, dewatering, pipe extensions to manhole, manhole cover, manhole insert, manhole joint wrap, non-structural liner (per specifications), 12 inches of #57 limestone base, disposal of the existing manhole structure, and any incidentals necessary to complete the work.

4.05 WATERTIGHT FRAME AND COVER FOR NEW MANHOLE

A. The unit price bid for this item shall be compensation in full for all additional labor and materials necessary to substitute one (1) watertight manhole frame and cover for the regular manhole frame and cover included with a manhole installation. The price bid shall include all hardware as required to attach frame to manhole, cover to frame and for a complete installation.

B. Fiberglass reinforced polyester manholes shall be manufactured from commercial grade polyester resin or other suitable polyester or vinyl ester resins with fiberglass reinforcements. Each manhole shall be a one-piece unit manufactured to meet or exceed all specifications of ASTM D-3753, latest revision, as manufactured by L.F. Manufacturing, Inc., Containment Solutions, or approved equivalent.

4.06 MANHOLE FORCE MAIN CONNECTION

A. The unit price bid for the various sizes of this item shall be for one (1) vertical linear foot of force main connection complete in place as shown in the detail in the plans. The price for this item shall include sewer pipe and fittings, connection to the existing pipe, concrete, pipe brackets, bypass pumping, and any incidentals necessary to complete the work. The

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Mott MacDonald Restricted measurement for payment will be made between the invert of the lower 90° bend and the invert of the upper 90° bend. This payment is in addition to the payment for the standard manhole.

4.07 WYES AND TEES FOR SEWERS

A. The unit price bid for the various sizes shall be compensation in full for furnishing and installing one wye or one tee complete in place with cover or plug if required. This item shall include bypass pumping and removal and disposal of existing wye or tee where required.

4.08 LATERALS

A. The unit price bid for the various sizes, types, and depths of pipe used for laterals, including plugs, caps, bends, and the necessary fittings to connect to the existing laterals shall be compensation in full for one linear foot of pipe complete in place. The length of pipe paid for will be the plan length measured from the center of the sanitary sewer main to the end of the lateral connection point. This item shall include bypass pumping and removal and disposal of existing sewer pipe where required. All pipe and fittings shall be SDR 26.

B. Where laterals are to serve property that is lower than the street, the lateral shall be placed at such depth as required to serve such property and no additional payment will be made for the extra depth required. All existing sewer laterals encountered during construction shall be replaced and connected to the existing lateral at the edge of right-of-way. Cost of such work shall be included in the unit price.

C. Service laterals and fittings shall be a minimum of four (4) inches in diameter for residential and six (6) inches in diameter for commercial. All service laterals shall be less than 60 feet in length. Longer laterals may be accepted by PWS on a case-by-case basis.

D. In areas where the right-of-way is wider than 60 feet, the developer shall provide a sewer main on each side of the right-of-way. Service laterals shall be located approximately in the center of the lot. Service laterals shall have a minimum slope of 1/8 inch per foot (1.04%). In general, service laterals shall not be allowed to discharge into sanitary manholes unless the manhole is a terminal manhole. A case-by-case exception to this requirement may be allowed by PWS.

4.09 CLEANOUTS

A. The unit price bid for this item shall be compensation in full for one cleanout. All pipe and fittings shall be SDR 26. This item shall include removal and disposal of the existing cleanout where required.

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4.10 BELL JOINT RESTRAINTS

A. The unit price bid for the various sizes shall be compensation in full for furnishing all materials, equipment, labor, and incidentals necessary to install one bell joint restraint.

Every water and force main joint that is exposed while excavating for the sanitary sewer installation shall be restrained using this method. Bell joint restraints shall be as manufactured by EBAA, with "Mega-Bond" coating or approved equal.

4.11 FLOWABLE FILL

A. The unit price bid for this item shall be compensation in full for furnishing all materials, equipment, labor, and incidentals necessary to install one (1) cubic yard of flowable fill used to fill existing sanitary sewer piping and manholes. The flowable fill shall meet the requirements of the FDOT Standard Specifications Section 121.

4.12 SELECT BACKFILL

The unit price bid for this item shall be compensation in full for furnishing all materials, equipment, labor, and incidentals necessary to install one (1) linear foot of select material used for backfill for depths greater than 12 foot from grade, which shall include furnishing material meeting the requirements of the specifications, backfilling, and compacting and hauling away existing material. All select material shall be approved by the Engineer before being used for backfill. If requested, the Contractor shall furnish a certificate from a commercial testing laboratory attesting to the percentage of clay in the select backfill.

No material may be used if more than 12% by weight passes the #200 sieve.

END OF SECTION 01000

SECTION 01010

SUMMARY OF WORK

01010-1 PN: 502100976-006

Mott MacDonald Restricted

PART 1 – GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. The intent of this Contract is the construction of the Pace Water Systems, Inc.

water main, reclaimed water main, and gravity sewer main improvements.

B. The intent and meaning of the Contract Documents require that each Contractor, under the terms of his Contract, shall take such action as necessary and/or required to provide labor, plant, materials, equipment, transportation, facilities and appurtenances thereto, which are indicated, or reasonably implied by each Drawing, and each Section of the Specifications, all of which are collectively necessary and required for the execution of the work.

C. Related Requirements Specified Elsewhere:

1. Construction Schedule, Section 01300, SUBMITTALS

2. Progress Schedule, Section 01300, SUBMITTALS

1.02 DESCRIPTION OF WORK

A. Construction of new facilities and modifications to existing treatment facilities are as shown on the Drawing and as specified below.

1. New and/or modified facilities generally consist of:

a. Approximately 1.6 miles of new water main and reclaimed water of various size as indicated on the drawings.

b. Approximately 0.4 miles of new 24-inch gravity sewer and construction of seven (7) 60-inch diameter manholes and one new doghouse manhole.

c. Installation of fiberglass structural liners and new manhole ring and covers with adjusted grades

2. Existing facilities to be demolished or abandoned generally consist of:

a. Abandonment (cut and cap) of existing water and reclaimed water mains within the project limits including all associated appurtenances and hydrants.

b. Removal of 15-inch gravity sewer main and seven (7) 48-inch diameter manholes.

1.03 PERMITS AND REGULATIONS

A. The Contractor's responsibility includes compliance with federal, state and local regulations which in any way affect the work or implementation of the Project.

1.04 PROJECT CONSTRUCTION REQUIREMENTS

A. General

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1. The Contractor is advised that all utilities must maintain operations to the fullest extent possible during the new construction.

2. The Contractor shall have the required equipment and material needed for the required work, before any of the existing utility systems are removed from service.

3. All equipment and materials held in storage by the Contractor shall be protected from the weather, vandalism, and/or flooding by suitable waterproof coverings or by placing in storage buildings until ready for installation or until equipment is to be turned over to the Owner. Equipment that is damaged or becomes inoperable shall be rejected and must be restored or replaced at no additional cost to the Owner. If applicable, Contractor to provide additional insurance to cover stored materials purchased by Pace Water Systems as tax savings.

a. The Contractor shall effectively protect, at his own expense, his work, materials and equipment for the duration of the construction period.

b. The Contractor shall exercise care in the installation of all equipment to avoid damage of any kind. All equipment shall be protected from dust and moisture prior to and after installation. Equipment which is stored in unheated or open areas on the job shall be provided by the supplying Contractor with thermostatically controlled heating units of sufficient size to keep the temperature of the equipment above the dew point.

c. Failure of the Contractor to protect the equipment as outlined herein shall be grounds for rejection of the equipment, materials, and Work.

4. All Contractors affected by utilities shall make appropriate arrangements with the utility companies to provide for services necessary to complete the work.

The Contractors shall comply with all protection requirements for the existing utilities.

5. The Contractor shall be advised that night work and/or work on Saturday and Sunday may be required when making connections to existing pipes or structures, or rehabilitation of existing facilities, such that any particular unit is not out of service during high flow periods. It will be the decision of the Owner if connections must be made other than during normal working hours, and this will be accomplished at no additional cost to the Owner.

6. The Contractor shall be responsible for dewatering as necessary to complete the Work.

7. The Contractor shall install new piping and provide all pipe and fittings as required to clear existing piping.

8. The Contractor shall protect all existing utilities. Contractor to coordinate with the utility owner for any needed removal or relocation.

9. No hazardous conditions shall be left after the removal or equipment and materials under the demolition work.

10. Contractor is responsible for all sedimentation and erosion control measures.

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11. Provide all required maintenance of traffic control measures required for the installation of this work and required by permitting agencies.

1.05 COORDINATION OF EQUIPMENT SYSTEMS

A. Coordinate all equipment systems with Contract Drawings and submit a complete and coordinated shop drawing submission of the specific equipment system in accordance with Section 01300, SUBMITTALS.

1.06 RECOMMENDED SEQUENCE OF CONSTRUCTION

A. Perform work in a sequence to ensure completion of the Work in the Contract Time. Completion dates of the various stages shall be in accordance with the approved construction schedule submitted by the CONTRACTOR.

B. The Contractor in accordance with Section 01300, SUBMITTALS shall submit a planned sequence of construction prior to the start of construction. The planned sequence shall ensure that the existing utilities remain operational to the fullest extent possible during construction. Any necessary temporary utilities or facilities required to maintain the operation during construction, or to operate or test new facilities until such time as permanent utilities are installed, shall be provided with no additional cost to the Owner, END OF SECTION 01010

SECTION 01300

SUBMITTALS

01300-1 PN: 502101943

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PART 1 – GENERAL

1.01 SCHEDULES

A. The Contractor shall be responsible for preparing a Progress or Work Schedule for the entire project.

1.02 SHOP DRAWINGS, SAMPLES AND MANUALS

A. The Contractor shall process the Shop Drawings required by his Contract to the

Engineer and he shall be responsible for their timely submission in accordance with the Shop Drawing schedule which is included in the overall progress or work schedule as described in Part 2 of this Section.

B. Any proposed deviations/substitutions from that specified shall be clearly noted on the cover letter transmitting the shop drawing. Failure to so note will be cause for rejection of equipment, materials, etc. after installation.

C. All submissions shall be marked with the Specification Section Number containing the item submitted for review, or Drawing number for items specified on Drawings only.

D. Revised shop drawings submitted for review shall be marked "RESUBMISSION”.

1.03 CONSTRUCTION PHOTOGRAPHS

A. The Contractor shall be responsible for all construction progress photographs.

1.04 SUBMITTAL PROCEDURES

A. All “Hard Copy” submittals shall be delivered to the Owner’s responsible party.

B. The submittals shall have been properly certified and identified by the Contractor. If they are submitted properly, the items will be processed for review.

C. The processed submittals will be returned to the respective Contractor.

D. In the event of a conflict between this Section and other Sections of the

Specifications regarding the number of copies to be submitted; the requirements of this Section govern.

E. Electronic transmittal of submittal per the Standard General Provisions is permissible. Delivery shall be by email, an FTP site, or upload to an Owner approved portal.

01300-2 PN: 502101943

PART 2 – SCHEDULE

2.01 PREPARATION

A. The Contractor shall prepare a Progress or Work Schedule for the entire Project, using CPM, showing the order in which the Contractor proposes to carry on his work and salient features, including submissions of shop drawings and samples and procurement of materials, to meet date of completion.

B. Each activity in the Progress or Work Schedule shall be identified and a time for the performance of such activity indicated. Each activity shall be preceded by all work that must be accomplished prior to that activity. All abbreviations, codes and/or symbols used shall be described on the Schedule.

C. The Contractor, in preparing his proposed Progress or Work Schedule, shall prepare a narrative highlighting his recommended sequence of construction. Any subsequent change to the Progress or Work Schedule that alters the sequence of construction shall include a narrative from the Contractor highlighting those subsequent changes.

D. In addition to the schedule described above, the Contractor shall submit a list of shop drawings he proposes to submit for review which shall include the following:

1. Specification Section Number

a. Description of all items within section.

b. Approximate date of each submittal.

2. Contract Drawing Number

a. Description of all items on each Contract Drawing, if not previously covered by the Specifications.

b. Approximate date of each submittal.

2.02 SUBMISSION

A. Submit six (6) copies of the Schedule for review and approval by the Engineer and

Owner within thirty (30) days after award of Contract. Update and resubmit Schedule monthly thereafter until completion of the work. Updated Schedule shall have completed activities removed or indicated as such. Whenever modifications are made to the Contract which add or delete activities and/or revise time of completion, Schedule shall be revised and resubmitted to the Engineer within ten (10) days after such modification is authorized.

B. In the event that the work is behind schedule, the Schedule shall be revised, through the use of overtime work or by other means, to ensure that the work is completed

01300-3 PN: 502101943

within the Contract time. Under these circumstances, overtime work shall be performed at no additional cost to the Owner.

PART 3 – SHOP DRAWINGS AND MANUALS

3.01 GENERAL

A. Shop drawings are defined as drawings, diagrams, illustrations, schedules, performance charts, brochures and other data prepared by the Contractor which illustrate how specific portions of the work shall be fabricated and/or installed.

B. Shop drawings are not part of the Contract Documents, but are a supplementary means of communications to assist in the understanding of what the Contractor proposes to provide and to establish that whatever he intends to install either does or does not conform to the Drawings and Specifications.

C. In the instance of a request for a substituted item, the Contractor shall verify that it will fit into the space allocated to the originally required item giving due regard to all other trades' requirements. Where modifications to the Contract Documents are proposed, the Contractor must clearly indicate such deviation in writing in his transmittal letter. If the modification and/or substitutions are agreed to by the

Engineer, the Contract Documents will be appropriately modified. However when additional work is required, the Contractor is advised that he must pay the Engineer for redesign to accommodate the revised substitution as well as pay other contractors for extra work required by them for the change. No increase in Owner's construction cost will be allowed.

3.02 CATALOG SHEETS

A. For standard manufactured items considered by the Engineer as not requiring special Shop Drawings, the Contractor shall submit six (6) copies of manufacturer's catalog sheets showing model numbers and illustrated cuts of the items to be furnished, scale details, sizes, dimensions, performance characteristics, capacities, wiring and control diagrams and all other pertinent information. This information shall be highlighted on all six (6) copies when appropriate.

B. The Engineer will retain three (3) copies and return three (3) copies to the Contractor submitting the catalog sheets.

3.03 SHOP DRAWINGS

A. The Contractor shall submit for review six (6) white prints of shop and working drawings of materials fabricated especially for his Contract, and of equipment and materials for which such drawings are specifically requested.

01300-4 PN: 502101943

1. The Contractor shall submit six (6) copies of a letter with the Shop Drawings for each piece of equipment signed and certified by an authorized representative of the Equipment Manufacturer which certifies that the subject equipment meets or exceeds the current OSHA/ANSI and local industrial codes for safety. The letter shall also specifically identify any exceptions that the Equipment Manufacturer has taken in not providing the required safety devices as they relate to the above codes.

B. Coordinate all equipment systems with the Drawings and submit a complete and coordinated shop drawing submission of the specific equipment system. All shop drawings related to the specific equipment system shall be submitted at the same time for review. The shop drawing submission shall provide the coordination of concrete foundations, piping, relative elevations, electrical, chemical facilities, instrumentation facilities, dimensions, structural changes, etc. in sufficient detail that the Engineer can adequately review the shop drawing. Equipment systems submitted which are incomplete and uncoordinated shall be returned to the respective Contractor, unchecked. A resubmission shall be made after equipment system shop drawings have been completed and coordinated. Any required changes in the equipment system layout vs. the equipment system shown on the

Drawings shall be provided by the respective Contractor at no added expense to the

Owner or Engineer.

C. Prior to submitting drawings to the Engineer and Owner, the Contractor shall check thoroughly all such drawings to satisfy himself that the subject matter conforms to the Drawings and Specifications in all respects. Drawings which are correct shall be marked with the date, checker's name and certification of the Contractor's approval, and then shall be submitted to the Resident Project Representative. Any Shop

Drawings submitted without the Contractor's certification will be returned without review.

D. The Engineer will retain three (3) copies and return three (3) copies to the Contractor.

E. Shop Drawings shall show the principal dimensions, weight, structural and operating features, performance characteristics and wiring diagrams, space required, clearances, type and/or brand of finish or shop coat, grease fittings, etc., depending on the subject of the drawing.

F. When so specified or if considered by the Engineer to be acceptable, manufacturer's specifications, catalog data, descriptive matter, illustrations, etc., may be submitted for review in place of shop and working drawings. In such case the requirements shall be as specified for shop and working drawings, insofar as applicable.

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G. The Contractor shall be responsible for the prompt submission of all shop and working drawings in accordance with the shop drawing schedule so that there shall be no delay to the work due to the absence of such drawings.

H. No material shall be purchased or fabricated especially for this Contract until the required shop and working drawings have been submitted and reviewed as conforming to the Contract requirements. All materials and work involved in the construction shall then be as represented by said drawings.

I. The Engineer's review of shop and working drawings will follow a general check made to ascertain conformance with the design concept and functional result of the project and compliance with the information given in the Contract Documents. The

Contractor is responsible for details and accuracy, for conforming and correlating all quantities and dimensions at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades.

3.04 MANUALS

A. The Contractor shall submit for review three (3) hard copies and one (1) electronic copy of all requested operating and maintenance manuals with the shop drawing submittals.

B. The Engineer will retain one (1) hard copy and one (1) electronic copy and return two (2) hard copies to the Contractor.

C. Prior to final payment, provide two (2) updated operating, maintenance manuals and parts list for the Owner's use.

3.05 FIELD DISTRIBUTION

A. The Contractor shall be responsible for the required number of processed drawings or catalog cuts for field distribution to all necessary Contractors.

B. The Contractor shall be responsible for the prompt distribution of processed Shop

Drawings to all other Contractors whose work must be coordinated with the work progress.

PART 4 – SAMPLES

4.01 SUBMISSION OF SAMPLES

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A. Unless otherwise specified, the Contractor shall provide samples in duplicate and identify each sample by an appropriate tag or label listing the names of the Project, the Owner, the Engineer and the Contractor and/or Subcontractor as well as the exact identification of the sample. Tag or label shall be large enough to provide a blank space for review stamps.

B. Samples of items submitted for destruction tests or for use in testing mixture with other materials will not be returned. Review of these items will be given by letter.

C. When reviewed, one sample of each item, not submitted for destruction, will be returned to the Contractor and shall be kept and maintained in good condition in the submitting Contractor's office at the project site for later use in comparison with material actually delivered for the work. When samples of large fabricated items or of costly items are required, reviewed samples may be installed in the work if the exact location of such samples is recorded on the Engineer's Record Drawings.

PART 5 – CERTIFICATION AND TESTS

5.01 GENERAL

A. Six (6) copies of certifications and reports of tests when required under the various sections of the Specifications shall be submitted.

B. Representatives of the Owner shall witness the tests and inspections of the systems.

C. The developer’s engineer shall submit copies of all testing reports, including compaction tests, prior to final acceptance.

PART 6 – CONSTRUCTION PHOTOGRAPHS

6.01 GENERAL

A. The Contractor shall provide pre-construction views, submitted in duplicate of the entire construction area before any work begins. Views shall be in the form of

External Storage Devices such as non returnable USB flash drives or hard drives.

B. The Contractor shall provide, from commencement of Project through completion of all Work, clear, sharp, color, 8 inch by 10 inch photographs, in duplicate. Digital pictures are also acceptable. These progress photographs shall be submitted to the

Engineer each month in conjunction with the current Monthly Estimate. Interior and/or exterior views shall be made as requested by the Engineer.

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C. Each photograph or digital photograph shall have the following information clearly noted on the picture. The information shall be typed or neatly printed on a label and placed on the face of the picture, and not obliterate important construction features.

1. Date Photo was taken and photo number.

2. Client/Owner.

3. Project Title and Contract number.

4. Contractor.

5. Description of what is shown on the photo including direction.

6.02 NUMBER OF VIEWS

A. Provide a minimum of ten views each month from preselected locations clearly showing the progress of the Work.

END OF SECTION 01300

SECTION 01410

TESTING AND TESTING LABORATORY SERVICES

01410-1 PN: 502101943

1.01 REQUIREMENTS INCLUDED

A. Contractor shall employ and pay for the services of an Independent Testing

Laboratory to preform testing specifically indicated on the Contract Documents. (The

Contractor shall include the cost of testing in each item that requires testing.) The testing laboratory selected shall be approved by the Owner. The Owner may at any time elect to have materials and equipment tested for conformity with the Contract

Documents.

1. Contractor shall cooperate with the laboratory to facilitate the execution of its required services.

2. Employment of the laboratory shall in no way relieve Contractor’s obligations for quality control to perform the Work of the Contract.

1.02 RELATED REQUIREMENTS

A. The Contract Documents include, but are not limited to, the following related requirements:

1. Conditions of the Contract: Inspections and testing required by laws, ordinances, rules, regulations, order or approvals of public authorities.

2. Respective section of specifications: Certifications of products.

3. Each specification section listed: Laboratory tests required, and standards for testing.

1.03 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY

A. Laboratory is not authorized to:

1. Release, revoke alter or enlarge on requirements of Contract Documents.

2. Approve or accept any portion of the Work.

3. Perform any duties of the Contractor.

1.04 CONTRACTOR’S RESPONSIBILITIES

A. Cooperate with Laboratory personnel and arrange access (where required) to work to Manufacturer’s operations.

B. Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing.

C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, asphaltic concrete, soil cement, and other material mixes.

SECTION 01410

TESTING AND TESTING LABORATORY SERVICES

01410-2 PN: 502101943

D. The Contractor shall have an independent testing laboratory conduct tests and submit reports promptly to the Engineer and Owner on the field testing of concrete, as described in the PWS Utility Design Manual, without additional cost to the Owner.

E. Materials and equipment used in the performance of work under this Contract are subject to inspection and testing at the point of manufacturer or fabrication. Standard specifications for quality and workmanship are indicated in the Contract Documents.

The Engineer may require the Contractor to provide statements or certificates from the manufacturers and fabricators that the materials and equipment provided by them are manufactured or fabricated in full accordance with the standard specifications for quality and workmanship indicated in the Contract Documents. All costs of this testing and providing statements and certificates shall be a subsidiary obligation of the Contractor, and no extra charge to the Owner shall be allowed on account of such testing and certification.

F. Furnish incidental labor and facilities:

1. To provide access to work to be tested.

2. To obtain and handle samples at the Project site or at the source of the product to be tested.

3. To facilitate inspections and tests.

4. For storage and curing of test samples.

G. Notify laboratory sufficiently in advance (minimum 48 hours) of operations to allow for laboratory assignment of personnel and scheduling of tests.

H. If the test results indicate the material or equipment complies…