TRAVELERS-UMBRELLA CANAL AND UNITY-VISTA

CANAL ARMORING PROJECT

TECHNICAL SPECIFICATIONS

PREPARED FOR:

CITY OF EDGEWATER

P.O. BOX 100

EDGEWATER, FL 32132

DECEMBER 2023

PREPARED BY:

707 East Third Avenue| New Smyrna Beach | Florida 32169

EXHIBIT E

City of Edgewater ECT Project Number: 22-0335 Travelers-Umbrella and Unity-Vista Canal Armoring Project

Travelers-Umbrella/ Unity- Vista Canal Table of Contents

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

01 10 00 Summary of Work 01 22 00 Measurement and Payment 01 32 16 Construction Progress Schedules 01 32 33 Photographic Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents

DIVISION 2 – EXISTING CONDITIONS

02 41 19 Selective Demolition 02 51 10 Road Paving – Asphalt Concrete 02 60 00 Storm Sewer Pipe

DIVISION 3 – CONCRETE

03 30 00 Cast in Place Concrete

DIVISION 31 EARTH WORK

31 10 00 Site Clearing 31 22 00 Grading 31 23 00 Excavation, Backfilling and Compaction 31 23 19 Dewatering

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 32 22 Presto Geosystems Geoweb 32 32 23 Keystone Block Retaining Wall 32 32 24 IECS Articulating Cable Concrete CC-35 Closed Cell 32 92 00 Turf and Grasses

END OF TABLE OF CONTENTS

01-10-00

SECTION 01-10-00

SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Owner's product purchase contracts.

4. Contractor's use of site and premises.

5. Coordination with occupants.

6. Work restrictions.

7. Specification and Drawing conventions.

B. Related Requirements:

1. Section 01-50-00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Section 01-73-00 "Execution" for coordination of Owner-installed products.

1.2 PROJECT INFORMATION

A. Project Identification: Canal Armoring Project

1. Project Location: Travelers Palm Drive, Umbrella Tree Drive, Unity Tree Drive, Vista Palm Drive, Indian River Boulevard, and S. Riverside Drive.

2. Owner's Representative: Randy Coslow, P.E.

B. Engineer: Environmental Consulting & Technology, Inc.

1. Engineer's Representative: Brent Morris, P.E.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:

1. The installation of Reclaimed Water Mains, connection to existing systems, horizontal directional drilling, demolition of sidewalk, replacement of sidewalk and the installation of cross walks, restoration of neighborhood facilities including repairing damaged plants, utilities, sod, and other damaged caused by contractor and other Work indicated in the Contract Documents.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.4 WORK PERFORMED BY OWNER

A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1. Final connections from the reclaimed service to the home can be made after the installation of the reclaimed water main has been concluded.

1.5 CONTRACTOR'S USE OF SITE AND PREMISES

A. Restricted Use of Site: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Limits on Use of Site: Limit use of Project site to road Right of Ways, Easements, indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits on Use of Site: Confine construction operations to road Rights of Way and easements acquired by City

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3. Road closures and lane closures must be approved by the City Engineer

1.6 COORDINATION WITH OCCUPANTS

A. Full Owners Occupancy: Owners will occupy existing homes in and around the project site and building(s) during entire construction period. Cooperate with Owners during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations.

Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

B. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.

1.7 WORK RESTRICTIONS

A. Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets, work on public streets, Rights of Way, and other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to between 8:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction.

1. Weekend Hours: Saturday Only 10:00 a.m. until 3:00 p.m.. Sunday restricted.

2. Early Morning Hours: no work permitted before 8:00 a.m.

3. No work on city holidays

C. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than two (2) days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

1.8 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

01-22-00

SECTION 01-22-00

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

A. Separate payment will be made only for the items of work described herein and listed on the Bid Form. Any related work not specifically listed, but required for satisfactory completion of the work, shall be considered to be included in the scope of the appropriate listed work items.

B. The Contractor's attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete.

C. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work if not shown as a separate pay item.

1. Clearing and grubbing.

2. Excavation, including necessary pavement base removal.

3. Shoring and sheeting.

4. Dewatering and disposal of surplus water.

5. Structural fill.

6. Backfill.

7. Grading.

8. Replacement of unpaved roadways, grass, and shrubbery plots.

9. Cleanup.

10. Testing and placing system in operation.

11. Any material and equipment required to be installed and utilized for the test.

12. Pipe, structures, pavement replacement and/or appurtenances included within the limits of lump sum work.

13. Maintaining the existing quality of service during construction.

14. Appurtenant work as required for a complete and operable system.

15. Maintaining or detouring or traffic.

D. No payment shall be made for work constructed outside the authorized limits of work.

PART 2 – MEASUREMENT AND PAYMENT

Bid Item No. 1 — Mobilization

The lump sum to complete this item shall be full compensation for the preparatory work and operations in mobilizing for beginning work on the Project including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of field office, building, safety equipment and first aid supplies, sanitary and other facilities, as required by these Specifications, and state and local laws and regulations; and any other pre-construction expense necessary for Work;

the cost of field engineering including disposal of cleared and grubbed material and debris, permits and fees, construction schedules, project signs, shop drawings, temporary facilities, laydown storage area, construction aids, erosion control, work associated with contractor support during Owner/Engineer reviews and inspection, re-inspections, and any other re-work resulting from same, cleaning, operation and maintenance data, and for all other work required for demobilization. The contractor shall submit invoices substantiating the cost of mobilization and demobilization with each pay request. Ten percent (10%) for the cost of mobilization and demobilization will be withheld until acceptance and final payment.

Bid Item No. 2 — Pre-Construction Video

Lump sum payment will be made based on delivery to the City of two copies with documentation of the video for the project route. The contract lump sum price shall be full compensation for all materials and work necessary to complete the professional videotaping in accordance with the project specifications. Construction work shall not start until DVDs or USB memory storage devices are delivered and approved by the project representative.

Bid Item No. 3 — Field Locate and Expose Existing Utilities

Payment at the applicable lump sum price will be made based on completion of exposing existing City utilities and all other utilities within the contract work limits. The contract lump sum price will be full compensation for all materials and work necessary to complete the item within the Rights-of-Way or easements shown on the construction drawings.

Bid Item No. 4 — Erosion and Turbidity Control

Payment at the applicable lump sum price will be made based on completion of erosion/turbidity control, silt fencing, floating turbidity barriers, and other means necessary in accordance with the contract plans and specifications. Payment will be full compensation for all materials, labor, equipment, and work necessary to complete the work in accordance with City/State/Federal requirements and the contract plans and specifications. This item includes the cost to obtain NPDES NOI and NOT permit and the cost to prepare a Stormwater

Pollution Prevention Plan if disturbance is greater than 1 acre. Tree Protection barricade cost is also included in this item.

Bid Item No. 5 —Storm Sewer Pipe

a) 18” Reinforced Concrete Pipe (RCP)

b) 24” Reinforced Concrete Pipe (RCP)

Payment shall be made at the contract unit price per lineal foot as measured along the centerline of pipe from its origination point to the end of the pipe. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction, and testing, materials, fittings, joints, equipment, labor, marker tape, tracer wire, and successful drainage testing, Right-of-Way restoration where separate items (driveways, sodding, etc.) are not paid for separately and all items necessary to complete installation of fittings, sleeves, etc.

Insufficiently installed storm sewer pipe shall be removed and reinstalled at no cost to the Owner.

Bid Item No. 6 —Stormwater Structures

a) Ditch Bottom Inlet Type C

b) Ditch Bottom Inlet Type D

c) Ditch Bottom Inlet Type E

d) Manhole Type 7, J Bottom

e) Manhole Type 7, P Bottom

Payment will be made at the contract unit cost per each structure completed and accepted and shall be full compensation for furnishing all materials and completing all work described herein or shown in the Plans, including all clearing and grubbing outside the limits of clearing and grubbing as shown in the Plans, all excavation, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all aprons, gratings, frames, covers, and any other necessary fittings. Insufficiently installed inlet and manhole structures shall be removed and reinstalled at no cost to the Owner.

Bid Item No. 7 —Mitered End Section

Payment will be made at the contract unit cost per each mitered end section completed and accepted and payment shall be full compensation for all materials, pipe, grates when required, fasteners, reinforcing, connectors, anchors, concrete, sealants, jackets and coupling bands, and all work required.

Bid Item No. 8 —Concrete Endwalls

a) Modified Straight Concrete Endwall, 18" Single

b) Modified Straight Concrete Endwall, 24" Single

c) Modified Straight Concrete Endwall, 48" Single

d) Straight Concrete Endwall, 72", Single, Elliptical

e) Modified Straight Concrete Endwall, 36" Double

f) Modified Straight Concrete Endwall, 42" Double

Payment will be made at the contract unit cost per each endwall completed and accepted and shall be full compensation for all concrete, reinforcement, grate, accessories, and all work and materials required.

Bid Item No. 9 — Wing Wall Replacement

Payment will be made at the contract unit cost per each wing wall replacement and completed and accepted and shall be full compensation for all work including all forms, falsework, reinforcing steel joints, weep holes, drains, pipes, conduits, bearing pads, setting anchor bolts and dowels, surface finish, dewatering and cleaning up. Item will also include all clearing and grubbing, removal of existing structures, excavation, and expansion joint angles and bolts.

Bid Item No. 10 — Concrete Weir

Payment will be made at the contract unit cost per square yard (SY) concrete weir completed and accepted and shall be full compensation for all work including all forms, falsework, joints, weep holes, drains, pipes, reinforcing steel, conduits, bearing pads, setting anchor bolts and dowels, surface finish, and cleaning up. Item will also include all clearing and grubbing;

removal of existing structures; excavation, dewatering, and expansion joint angles and bolts.

Bid Item No. 11 — Canal Bottom

a) Presto Geosystems Geoweb

Payment will be made at the contract unit cost per square yard and shall be for full compensation for all work, materials, and services including design and shop drawings, Presto Geosystems Geoweb materials, facing materials and/or treatment, installation, testing, and required submittals. The cost and placement of all backfill material will be included in the pay quantity for Crushed Stone for Geoweb.

b) Mirafi RS580i or Equivalent Geotextile Roll for Geoweb

Payment will be made at the contract unit cost per roll and shall be for full compensation for the cost of furnishing, placing, and sewing or overlapping the geotextile roll.

c) Crushed Stone for Geoweb Fill

Payment shall be made at the Contract unit price per ton. Such price and payment will include all costs for the aggregate mixture approved by the Engineer, in place and accepted.

No measurement and payment will be made for material placed outside the Geoweb limits or outside the adjusted limits, or for unused or wasted material.

Bid Item No 12 – Retaining Wall

a) Keystone Compac III Block

Payment will be made at the contract unit cost per Keystone Compac III block completed and accepted, of the area bounded by the following: the bottom of the wall Cap Unit to the bottom of the lowest Compac III block beneath the surface, through the begin and end wall limits as shown on the drawings. The contract unit price shall be full compensation for all work including the design of the wall system, excavation required specifically for wall construction, footings, copings, horizontal joint materials, alignment pins, pairs, labor, equipment, and other materials necessary to complete the wall.

b) Keystone Cap Unit Block

Payment will be made at the contract unit cost per Keystone Cap Unit block completed and accepted, of the area bounded by the following: the top of the wall Cap Unit to the bottom of the wall cap unit, through the begin and end wall limits as shown on the drawings. The contract unit price shall be full compensation for all work including the design of the wall system, excavation required specifically for wall construction, footings, copings, horizontal joint materials, alignment pins, pairs, labor, equipment, and other materials necessary to complete the wall.

c) Filter Drainage Fabric for Retaining Wall and Block Leveling Pad the cost of furnishing, placing, and sewing or overlapping the geotextile roll.

d) Crushed Stone for Retaining Wall Backfill and Block Leveling Pad

Payment shall be made at the Contract unit price per ton. Such price and payment will include all costs of the aggregate mixture approved by the Engineer, in place and accepted.

No measurement and payment will be made for material placed outside the Retaining Wall limits or outside the adjusted limits, or for unused or wasted material.

e) Clean Fine Sand for Retaining Wall Backfill

Payment shall be made at the Contract unit price per ton. Such price and payment will include all costs of the aggregate mixture approved by the Engineer, in place and accepted.

No measurement and payment will be made for material placed outside the Retaining Wall limits or outside the adjusted limits, or for unused or wasted material.

f) Mirafi RS580i or Equivalent Geotextile Roll for Retaining Wall Reinforcement

Payment will be made at the contract unit cost per roll and shall be for full compensation for the cost of furnishing, placing, and sewing or overlapping the geotextile roll.

g) 4” Perforated PVC Drainage Pipe

Payment shall be made at the contract unit price per lineal foot as measured along the centerline of pipe from its origination point to the end of the pipe. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction, and testing, materials, fittings, joints, equipment, labor, and successful drainage testing, Right-of-Way restoration where separate items (driveways, sodding, etc.) are not paid for separately and all items necessary to complete installation of fittings, sleeves, etc. Insufficiently installed drainage pipe within the retaining wall shall be removed and reinstalled at no cost to the Owner.

Bid Item 13 – Articulating Concrete Block for Salinity Dam

a) IECS Articulating Cable Concrete CC-35 Closed Cell or Equivalent

Payment shall be made at the contract unit price per square yard of IECS Articulating Cable Concrete CC-35 Closed Cell or equivalent. The contract unit price shall be full compensation for all work including clamps, anchors and anchor backfill, excavation required specifically for placement of mat, key and tie in installation, joints, labor, equipment, and other materials necessary to complete the cable concrete floor.

b) Mirafi FW404 or Equivalent Geotextile Roll for Retaining Wall Reinforcement the cost of furnishing, placing, and sewing or overlapping the geotextile roll.

c) Crushed Stone for Retaining Wall Backfill and Block Leveling Pad

Payment shall be made at the Contract unit price per ton. Such price and payment will include all costs of the aggregate mixture approved by the Engineer, in place and accepted.

Bid Item 14 – Canal Excavation

a) Canal Excavation

Payment shall be made at the contract unit price per cubic yard (CY) as measurement will include only material excavated within the lines and grades indicated in the Plans or in accordance with authorized Plan changes by the Engineer. The measurement will include the full length shown in the Plans including any authorized changes thereto. Prices and payments for the various work items for channel excavation will be full compensation for all work described herein, including excavating, dredging, pumping, hauling, placing and compacting, dressing the surface of the earthwork, and maintaining and protecting the complete earthwork. The Owner will not be responsible for extra compensation for any reworking of materials.

b) Mirafi RS580i or equivalent Geotextile Roll for Overexcavation

Payment will be made at the contract unit cost per roll and shall be for full compensation for the cost of furnishing, placing, and sewing or overlapping the geotextile roll.

Bid Item 15 - Open Cut and Repair Asphalt

Payment will be made at the contract unit cost per SY for open cut and repairing asphalt roads. All road and road base repairs shall be as specified per City standards. This item includes saw cutting of edges of existing material, removal and disposal of the material to be restored. The contract unit price shall be full compensation for all material and work necessary to complete the repair, including temporary and permanent thermoplastic striping. Repair shall be as specified compaction and asphalt wearing surface. Insufficiently compacted base shall be removed and reinstalled at no cost to the Owner.

Bid Item 16 – Existing Headwall and MES Demolition

Payment will be made at the contract unit cost per each structure removed for the installation and staging for the proposed structures and canal armoring. All joints shall be saw cut to the nearest joint to maintain spacing of control joints. This pay item includes the removal and disposal of the concrete and/or materials to be removed, the cleaning of dust from removal areas, and storage and transport of demolished materials.

Bid Item 17 – Miscellaneous Utility Repair

Payment will be made at no cost to the City for the cost of repairing any damage to existing utilities caused by the contractor or their subcontractors, and includes utility company coordination efforts by the contractor. Contractor shall take care to identify and physically locate all utilities within the work area including, but not limited to Natural Gas mains, Water mains, Gravity sewer mains, Forcemains, Communications, cable, electric.

Bid Item 18 – Furnish and Install Sod and Plantings

Payment shall be made at the contract lump sum price for the sod installed and shall be full compensation for furnishing all plant labor, materials, and equipment necessary to furnish and properly install approved sod within the limits shown on the Drawings. Item shall include watering and maintenance for a one (1) month period. Dead or insect infested sod shall be replaced by the Contractor at no cost to the Owner if manifestation of damage becomes apparent within the one-month maintenance period. Sod shall be installed “staggered” with no gaps on unlevel surfaces for payment to be made.

Bid Item 19 – Traffic Control

Payment for traffic control will be made at the contract lump sum price which price and payment shall be full compensation for the material, labor, equipment and all other related work necessary to complete required traffic control during the period of construction affecting the flow of traffic within the project area or adjacent collector roads and highways.

This item shall include the costs to prepare approved traffic control plans as well as the full cost to implement the approved plans. For areas under City, County or State control, traffic control shall be provided in accordance with each entity’s requirements.

Bid Item 20 – Compliance with Florida “Trench Safety Act”

Lump sum payment will be made based on the contractor’s full and complete compliance with the State of Florida Trench Safety Act. Payment shall be made as a percentage of this item based on the percent of overage utility installation work completed.

Bid Item 21 – Layout, Testing, As-Built and Record Drawing Preparation

Lump sum payment will be made based on delivery to the Engineer of a suitable (as determined by the Engineer) Contractor prepared “red lined” “record” drawing. The “red lined” record drawing shall show the top elevations and horizontal locations of the water lines with respect to the Right-of-Way lines or other "known features" for the project length.

"Known features" are power poles, property corners, or other features which are not easily lost or susceptible to damage, removal or relocation. All water valves and services as well as fire hydrants shall be located horizontally to "known features" using three way horizontal dimensional "ties" to allow easy recovery of the service locations at a later date. Monthly “red lined” “record drawings" shall be submitted with each pay estimate on which the Engineer shall rely to ensure the “pay items” are constructed in accordance with the design locations and elevations. Progress payments submitted without updated partial “red lined” “record drawings” to document work constructed that pay period shall be a basis for rejection of the pay request until such time as the “red lined” "record drawings" of work completed immediately prior to the current progress pay period are submitted with the pay requests.

“Red lined” “record drawings” shall be neat and clearly readable. Utility “record drawings” shall be on a clean and legible set of plan sheets and shall be signed and dated by a principal of the Contractor’s firm attesting to the accuracy of the “red lined” “record drawings”.

01-32-16

SECTION 01-32-16

CONSTRUCTION PROGRESS SCHEDULES

PART 1 - GENERAL

1.1 DESCRIPTION

A. Scope of Work:

1. Promptly after award of the Contract, prepare and submit to the Engineer estimated construction progress schedules demonstrating complete fulfillment of all Contract requirements utilizing a Critical Path Method (hereinafter referred to as CPM) in planning, coordinating, and performing the Work under this Contract (including all activities of subcontractors, equipment vendors, and suppliers). The principles and definition of CPM terms used herein shall be as set forth in the Associated General Contractors of America (AGC) publication, The Use of CPM in Construction, A Manual for General Contractors and the Construction Industry, latest edition, but the provisions of this Specification shall govern the planning, coordinating, and performance of the Work.

2. Submit revised progress schedules on a monthly basis. No partial payments shall be approved until there is an approved construction progress schedule on hand.

B. Related Requirements Described Elsewhere:

1. Conditions of the Contract.

2. Section 01 11 00 - Summary of Work

3. Section 01 31 19 - Project Meetings

4. Section 00 62 76 - Application for Payment Form

5. Section 01 33 23 - Shop Drawings, Project Data, and Samples

1.2 QUALIFICATIONS

A. A statement of computerized CPM capability shall be submitted in writing prior to the award of the Contract and shall verify that either Contractor's organization has in-house capability to use the CPM technique or that Contractor will employ a CPM consultant who is so qualified.

B. In-house capability shall be verified by description of construction projects to which Contractor or Contractor's consultant has successfully applied computerized CPM and shall include at least two (2) projects valued at least half the expected value of this project.

1.3 FORM OF SCHEDULES

A. Prepare schedules in the form of a horizontal bar chart.

1. Provide a separate horizontal bar for each trade or operation within each structure or item.

2. Horizontal time scale:

a. Show starting and completion dates for each activity in terms of the number of days after Notice to Proceed. All completion dates shown shall be within the period specified for contract completion.

b. Identify the first workday of each month.

3. Scale and Spacing: Sufficient to allow space for notations and future revisions.

4. Maximum Sheet Size: 24 inches by 36 inches.

B. Format of Listings: The chronological order of the start of each item of work for each structure.

C. Identification of Listings: By major specification section numbers as applicable and by utility.

D. Construction Progress Schedules shall be computer generated using software offered by Primavera or approved equal.

1.4 CONTENT OF SCHEDULE

A. Construction Progress Schedules

1. Show the complete sequence of construction by activity and by structure.

2. Show the dates for the beginning and completion of each major element of construction in no more than a two (2) week increment scale. Specifically, list, but do not limit to:

a. Shop Drawing Schedule

b. Installation of Temporary Facilities

c. Clearing

d. Demolition

e. Utility Installations

f. Paving

g. Start-Up

h. Project Closeout

3. Show projected percentage of completion for each item, as of the first day of each month.

4. Show projected dollar cash flow requirements for each month of construction and for each activity as indicated by the approved Schedule of Values.

B. Submittals for construction progress schedules shall be in accordance with Section

01-33-23: Shop Drawings, Product Data, and Samples. Indicate on the schedule the following:

1. The dates for Contractor's submittals.

2. The date submittals will be required for Owner-furnished products, if applicable.

3. The date approved submittals will be required from the Engineer.

C. A typewritten list of all long lead items (equipment, materials, etc.).

D. To the extent that the progress schedule or any revised progress schedule shows anything not jointly agreed upon or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the Engineer. Failure to include any element of work required for the performance of this Contract shall not excuse the Contractor from completing all work required within any applicable completion date, notwithstanding the Engineer's approval of the progress schedule.

E. Scheduling Constraints: The work within Owner's property must be completed within the maximum number of days start to finish, as indicated in the Contract.

Additionally, work must proceed on a continuous basis, without stoppages, except for nights and weekends. There shall be no lapses between phases of construction.

1.5 PROGRESS REVISIONS

A. Indicate progress of each activity to date of submission.

B. Show changes occurring since previous submission of schedule:

1. Major changes in scope

2. Activities modified since previous submission

3. Revised projections of progress and completion

4. Other identifiable changes

C. Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action recommended, and its effect.

3. The effect of changes on schedules of other prime contractors.

D. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.6 SUBMISSIONS

A. Submittal Requirements.

1. Logic network and/or time-phased bar chart, computer generated.

2. Computerized network analysis:

a. Sort by early start

b. Sort by float

c. Sort by predecessor/successor

3. Narrative description of the logic and reasoning of the schedule.

B. Time of Submittals.

Within ten (10) working days after Notice to Proceed, Contractor shall submit a network diagram describing the activities to be accomplished in the project and their dependency relationships, (predecessor/successor) as well as a tabulated schedule as herein defined. The total length of time indicated on the initial CPM schedule shall equal the exact number of days in the Contract Time as defined in Agreement. The schedule produced and submitted shall also indicate calendar dates, including project starting and completion dates, based on the Contract Commencement and completion dates indicated in the Notice to Proceed. The Engineer will complete the review of the complete schedule within fifteen (15) working days after receipt. During the review process, the Engineer may meet with a representative of Contractor to review the proposed plan and schedule to discuss any clarifications that may be necessary.

C. Within ten (10) working days after the conclusion of the Engineer's review period, Contractor shall revise the network diagram as required and resubmit the network diagram and a tabulated schedule produced therefrom. The revised network diagram and tabulated schedule shall be reviewed and accepted or rejected by the Engineer within fifteen (15) working days after receipt. The network diagram and tabulated schedule, when accepted by the Engineer, shall constitute the project work schedule unless a revised schedule is required due to substantial changes in the Work, a change in Contract Time or a recovery schedule is required and requested.

D. Acceptance. The finalized schedule will be acceptable to the Engineer when, in the opinion of the Engineer, it demonstrates an orderly progression of the Work to completion in accordance with the Contract Documents. Such acceptance will neither impose on the Engineer responsibility for the progress or scheduling of the Work nor relieve Contractor from full responsibility, therefore. The finalized schedule of shop drawing submittals will be acceptable to the Engineer when, in the opinion of the Engineer, it demonstrates a workable arrangement for processing the submittals in accordance with the requirements. The finalized Schedule of Values (lump sum price breakdown), as applicable, will be acceptable to the Engineer as to form and content when, in the opinion of the Engineer, it demonstrates a substantial basis for equitably distributing the Contract Price.

E. Revised Work Schedules. Contractor, if requested by the Engineer, shall provide a revised work schedule if, at any time, the Engineer considers the completion date to be in jeopardy because of "activities behind schedule." The revised work schedule shall include a new diagram and tabulated schedule conforming to the requirements of Paragraph 1.09 herein, designed to show how Contractor intends to accomplish the Work to meet the completion date. The form and method employed by Contractor shall be the same as for the original work schedule. No payment will be made if activities fall more than two (2) weeks behind schedule and a revised work schedule is not furnished.

F. Schedule Revisions. The Engineer may require Contractor to modify any portions of the work schedule that become infeasible because of "activities behind schedule" or for any other valid reason. An activity that cannot be completed by its original latest completion date shall be deemed to be behind schedule. No change may be made to the sequence, duration, or relationships of any activity without approval of the Engineer.

1.7 DISTRIBUTION

A. Distribute copies of the reviewed schedules to:

1. Engineer.

2. Jobsite file.

3. Subcontractors.

4. Other concerned parties.

5. Owner (two copies).

B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules.

1.8 CHANGE ORDERS

A. Upon approval of a change order, the approved changes shall be reflected in the next scheduled revision or update submittal of the construction progress schedule by the Contractor.

1.9 CPM STANDARDS

A. CPM, as required by this Section, shall be interpreted to be generally as outlined in the Associated General Contractors (AGC) publication, The Use of CPM in Construction, A Manual for General Contractors and the Construction Industry, Copyright 1976.

B. Work schedules shall include a graphic network and computerized, tabulated schedules as described below. To be acceptable the schedule must demonstrate the following:

1. A logical succession of work from start to finish.

2. Definition of each activity. Activities shall be identified by major specification section numbers, as applicable, and by major utility.

3. A logical flow of work crews/equipment (crews are to be defined by manpower category and man-hours; equipment by type and hours).

4. Show all work activities and interfaces including submittals as well as major material and equipment deliveries.

Networks.

5. The CPM network, or diagram, shall be in the form of a time-scaled diagram of the customary activity-on-type and may be divided into a number of separate pages with suitable notation relating the interface points among the pages. Notation on each activity line shall include a brief work description and duration, as described in Paragraph 1.09, D. herein.

6. All construction activities and procurement shall be indicted in a time-scaled format, and a calendar shall be shown on all sheets along the entire sheet length. Each activity arrow shall be plotted so the beginning and completion dates of said activity can be determined graphically by comparison with the calendar scale. All activities shall be shown using the symbols that clearly distinguish between critical path activities, non-critical path activities, and float for each non-critical activity. All non-critical path activities shall show estimated performances time and float time in scaled form.

C. The duration indicated for each activity shall be in calendar days and shall represent the single best time considering the scope of the work and resources planned for the activity including time for inclement weather. Except for certain non-labor activities, such as curing concrete or delivering materials, activity durations shall not exceed fourteen (14) days nor be less than one (1) day unless otherwise accepted by the Engineer.

D. Tabulated Schedules. The initial schedule shall include the following minimum data for each activity:

1. Activity Beginning and Ending Numbers (i-j numbers) (single activity numbers may be used).

2. Duration.

3. Activity Description.

4. Early Start Date (Calendar Dated).

5. Late Start Date (Calendar Dated).

6. Early Finish Date (Calendar Dated).

7. Late Finish Date (Calendar Dated).

8. Identified Critical Path.

9. Total Float (Note: No activity may show more than 20 days float).

10. Cost of Activity.

11. Equipment Hours, by type; Man-Power Hours, by crew or trade.

E. Project Information. Each tabulation shall be prefaced with the following summary data:

1. Project Name.

2. Contractor.

3. Type of Tabulation (Initial or Updated).

4. Project Duration.

5. Project Scheduled Completion Date.

6. Effective or Starting Date of the Schedule.

7. New Project Completion Date and Project Status (if an updated or revised schedule).

8. Actual Start Date and Actual Finish Date (for all updated schedules.)

1.10 SCHEDULE MONITORING

A. At not less than monthly intervals or when specifically requested by Engineer, Contractor shall submit to the Engineer a computer printout of an updated schedule for those activities that remain to be completed. Typically, the updated schedule will be submitted with the application for payment as specified below.

B. The updated schedule shall be submitted in the form, sequence, and number of copies requested for the initial schedule.

1.11 PROGRESS MEETINGS

A. For the monthly progress meeting, Contractor shall submit a revised CPM schedule and a three-week look-ahead schedule, showing all activities completed, in progress, uncompleted, or scheduled to be worked during the weeks. The three weeks include the current week plus the next two weeks. All activities shall be from the approved CPM and must be as shown on the CPM unless behind or ahead of schedule. One copy of the revised CPM schedule shall be submitted with each copy of that month's application for payment, electronically in color.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

01-32-33

SECTION 01-32-33

PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

1. Preconstruction photographs.

2. Concealed Work photographs.

3. Periodic construction photographs.

4. Final Completion construction photographs.

5. Preconstruction video recordings.

6. Periodic construction video recordings.

7. Construction webcam.

B. Related Requirements:

1. Section 01-77-00 "Closeout Procedures" for submitting photographic documentation as Project Record Documents at Project closeout.

2. Section 31-10-00 "Site Clearing" for photographic documentation before site clearing operations commence.

1.3 INFORMATIONAL SUBMITTALS

A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph or video recording.

Indicate elevation or story of construction. Include same information as corresponding photographic documentation.

B. Digital Photographs: Submit image files within three (3) days of taking photographs.

1. Submit photos on CD-ROM or thumb-drive. Include copy of key plan indicating each photograph's location and direction.

2. Identification: Provide the following information with each image description in file metadata tag:

a. Date photograph was taken.

b. Description of location, vantage point, and direction.

c. Unique sequential identifier keyed to accompanying key plan.

C. Video Recordings: Submit video recordings within seven (7) days of recording.

1. Submit video recordings on CD-ROM or thumb drive. Include copy of key plan indicating each video's location and direction.

2. Identification: With each submittal, provide the following information in file metadata tag:

a. Date video recording was recorded.

b. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

1.4 FORMATS AND MEDIA

A. Digital Images: Submit digital media as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

B. Metadata: Record accurate date and time from camera.

C. File Names: Name media files with, date, project area and sequential numbering suffix.

1.5 CONSTRUCTION PHOTOGRAPHS

A. Preconstruction Photographs: Before commencement of the Work, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Construction Manager.

1. Flag excavation areas before taking construction photographs.

2. Take photographs to show existing conditions adjacent to property before starting the Work.

3. Take photographs of existing buildings either on or adjoining property, to accurately record physical conditions at start of construction.

4. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements.

B. Concealed Work Photographs: Before proceeding with installing work that will conceal other work, take photographs sufficient in number, with annotated descriptions, to record nature and location of concealed Work, including, but not limited to, the following:

1. Underground utilities.

2. Utility Crossings.

C. Final Completion Construction Photographs: Take photographs after date of Substantial Completion for submission as Project Record Documents. Construction Manager will inform photographer of desired vantage points.

1.6 CONSTRUCTION VIDEO RECORDINGS

A. Narration: Describe scenes on video recording by audio narration by microphone while video recording is recorded. Include description of items being viewed, recent events, and planned activities. At each change in location, describe vantage point, location, direction (by compass point), and elevation or story of construction.

1. Confirm date and time at beginning and end of recording.

2. Begin each video recording with name of Project, Contractor's name, videographer's name, and Project location.

B. Preconstruction Video Recording: Before starting excavation, record video recording of Project site and surrounding properties from different vantage points, as directed by Construction Manager.

1. Flag excavation areas before recording construction video recordings.

2. Show existing conditions adjacent to Project site before starting the Work.

3. Show existing buildings either on or adjoining Project site to accurately record physical conditions at the start of excavation.

4. Show protection efforts by Contractor.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

01-33-00

SECTION 01-33-00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 013233 "Photographic Documentation" for submitting preconstruction photographs, periodic construction photographs, and Final Completion construction photographs.

2. Section 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

3. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Engineer's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Engineer's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.4 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

2. Initial Submittal Schedule: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal Schedule: Submit concurrently with the first complete submittal of Contractor's construction schedule.

a. Submit revised submittal schedule as required to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal.

b. Specification Section number and title.

c. Submittal Category: Action; informational.

d. Name of subcontractor.

e. Description of the Work covered.

f. Scheduled date for Engineer's final release or approval.

1.5 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Engineer.

4. Name of Contractor.

5. Name of firm or entity that prepared submittal.

6. Names of subcontractor, manufacturer, and supplier.

7. Unique submittal number, including revision identifier. Include Specification

Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals.

8. Category and type of submittal.

9. Submittal purpose and description.

10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

11. Drawing number and detail references, as appropriate.

12. Indication of full or partial submittal.

13. Location(s) where product is to be installed, as appropriate.

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Engineer.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Engineer on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.6 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to Engineer by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Engineer.

a. Engineer will return annotated file.