Technical_Specifications_-_Final_1-2026.pdf

TECHNICAL SPECIFICATIONS

DIVISION STREET ROADWAY IMPROVEMENTS

CITY OF DAYTONA BEACH

CPH Job No. D2520

500 West Fulton Street Sanford, Florida 32771

Ph. 407.322.6841 Fx. 407.330.0639

Division Street Roadway Improvements PROJECT MANUAL INDEX

00010-1

TECHNICAL SPECIFICATIONS INDEX

Division Street Roadway Improvements

Division 1 - General Requirements

01110 Summary of Work 01110-1 - 01110-2 01270 Measurement and Payment 01270-1 - 01270-25 01310 Administrative Requirements 01310-1 - 01310-3 01315 Preconstruction Video 01315-1 - 01315-4 01320 Project Completion Schedule 01320-1 01410 Regulatory Requirements and Permits 01410-1 - 01410-2 01415 Stormwater Pollution Prevention / NPDES Requirements 01415-1 - 01415-11 01420 References 01420-1 - 01420-2 01425 FDOT Standards Reference 01425-1 - 01425-2 01450 Quality Control 01450-1 - 01450-3 01520 Temporary Facilities and Controls 01520-1 - 01520-5 01540 Temporary Bypass Pumping 01540-1 - 01540-2 01550 Temporary Traffic Control 01550-1 - 01550-2 01630 Product Selection and Substitution Procedures 01630-1 - 01630-2 01770 Contract Closeout 01770-1 - 01770-2 01780 Record Drawings 01780-1 - 01780-3

Division 2 - Site Construction

00010 Technical Specifications Index 02220 Site Demolition 02220-1 - 02220-4 02230 Site Preparation 02230-1 - 02230-4 02310 Finish Grading 02310-1 - 02310-2 02315 Excavation and Fill 02315-1 - 02315-7 02320 Trenching, Bedding and Backfilling 02320-1 - 02320-8 02370 Erosion and Sedimentation Control 02370-1 - 02370-3 02605 Precast Structures and Accessories 02605-1 - 02605-5 02630 Storm Drainage Pipe Systems 02630-1 - 02630-6 02710 Stabilized Subgrade 02710-1 - 02710-4 02740 Paving 02740-1 - 02740-2 02920 Grassing 02920-1 - 02920-8

Division 3 - Concrete

03300 Cast-in-Place Concrete 03300-1 - 03300-12

Appendices

A. Permits B. Geotechnical Report

Division Street Roadway Improvements SUMMARY OF WORK

01110-1

SECTION 01110

SUMMARY OF WORK

PART 1 GENERAL

1.01 Section Includes

Summary of work, other contracts, work sequence, operation of existing facilities, use of premises, Owner furnished products, coordination, cutting and patching.

1.02 Summary of Work

A. The Project consists of the reconstruction of Division Street, including stormwater management ponds and piping, concrete flumes and driveways, asphalt, base, and curbing.

B. Furnish all materials, equipment, tools, and labor which is reasonably and properly inferable and necessary for the proper completion of the Work, whether specifically indicated in the Contract Documents or not.

C. Reference Section 01410 - Regulatory Requirements and Permits concerning permits secured by the Owner and permits to be secured by the Contractor.

Other licenses or permits for construction facilities of a temporary nature that are necessary for the prosecution of the work shall be secured and paid for by the Contractor.

D. Repair, replace, or otherwise settle with the Owner, if damage to property or existing facilities occurs, including damage to pavements, utilities, lawns, structures, etc.

E. Construct the Project under a single unit price contract.

1.03 Work Under Other Contracts – N/A

1.04 Work Sequence

The Contractor’s sequence of work may be of his choosing in order to complete the work in the allowed time frame while accommodating other contractors on site.

1.05 Operation of Existing Facilities

The Contractor shall maintain access for local traffic and the Owner to existing facilities at all times.

1.06 Contractor Use of Premises

Division Street Roadway Improvements SUMMARY OF WORK

01110-2

Confine operations at the site to areas permitted by applicable laws, ordinances, permits, and by the Contract Documents. Do not unreasonably encumber the site with materials or equipment. Do not load structures with weight that will endanger the structure. The Contractor shall assume full responsibility for protection and safekeeping of products stored on the job site.

1.07 Owner Furnished Products – N/A

1.08 Coordination

A. The Contractor shall be fully responsible for the coordination of his work and the work of his employees, subcontractors, and suppliers and to assure compliance with schedules.

B. The contractor shall coordinate with all the utilities regarding locates, testing, or relocations.

1.09 Cutting and Patching

A. The Contractor shall, at no additional expense to the Owner, perform cutting and patching necessary to the completion of the Project. Perform cutting and patching in a manner to prevent damage to the structure or previously completed work.

B. Refinish surfaces as necessary to provide an even finish.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

Division Street Roadway Improvements MEASUREMENT AND PAYMENT

01270-1

SECTION 01270

MEASUREMENT AND PAYMENT

1.01 Description

A. Payment for all Work done in compliance with the Contract Documents, inclusive of furnishing all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under Pay Items listed herein. Work for which there is not a Pay Item will be considered incidental to the Contract and no additional compensation will be allowed.

B. The Owner reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work to be performed to accord with such changes, including deduction or cancellation of any one or more of the Pay Items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in quantities of Work to be performed, the Contractor will accept payment according to Contract Unit Prices that appear in the original Contract.

C. Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govern over those shown in the Proposal. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

D. The Engineer will make measurements and determinations as necessary to classify the work within pay items and determine the quantities for pay purposes;

such decisions will be final after 3 days if the Contractor does not submit a written notice as defined in the following paragraph.

E. If the Contractor differs with the Engineer's classification of the Pay Items or determination of quantities of the Pay Items, he must notify the Engineer in writing within 3 days of the time that the Contractor is informed of the Engineer's decision. Otherwise the Owner will not consider any such difference as a claim for payment.

F. Failure on the part of the Contractor to construct any item to plan or authorized dimensions within the specification tolerances shall result in: reconstruction to acceptable tolerances at no additional cost to the Owner; acceptance at no pay;

or, acceptance at reduced final pay quantity or reduced unit price, all at the discretion of the Engineer.

01270-2

G. Work shall not be considered complete until all testing has been satisfactorily completed and the item of work has demonstrated compliance with plans and specifications.

H. A preliminary monthly application for payment shall be submitted to the

Owner/Engineer for review five (5) days prior to the submittal for approval of the Contractor's monthly payment request.

I. Where FDOT pay item numbers are shown on the bid form, they generally follow

FDOT pay item number formatting; however, they are only provided in order to use them for pay application purposes. FDOT pay item descriptions do not apply; utilize the descriptions on the bid form and within this section to determine the work associated with each pay item.

PART 2 PAY ITEMS

2.01 Mobilization

A. Work Includes

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, plus permits, fees, bonds, and insurance. Also included are temporary utilities/facilities, staging and storage areas, survey and layout, safety equipment and all other items not specifically identified under other bid items which are necessary for the construction, and compliance with administrative and regulatory requirements.

B. Unit of measurement is lump sum.

C. Payment for mobilization/demobilization will be made on a lump sum basis prorated throughout the duration of the project. Payment for Mobilization/Demobilization will be limited to a maximum of five percent (5) of Total Base Bid. Twenty five percent (25%) of the lump sum amount will be paid for Contractor mobilization in the first payment request and ten percent (10%) of the lump sum amount will be paid for Contractor demobilization in the final payment request. The remainder of the lump sum amount will be paid in equal increments through the scheduled duration of the project. Such payment shall be full compensation for selling and delivering to the Owner all necessary materials, equipment, supplies including installation of all materials, equipment, supplies, all other labor, excavating, filling, permit fees, taxes, mobilization, demobilization, performance and payment bond premiums, insurance, general and administration and other miscellaneous costs, overhead and profit for the project complete except for those costs specifically included in other bid items listed in the Schedule of Bid Items.

2.02 Maintenance of Traffic

The construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences and businesses along the project;

the furnishing, installation and maintenance of traffic control and safety devices during construction; daily inspections of the traffic control devices (including nighttime inspections); replacement of all equipment and devices found not to be conforming with approved standards during the inspection; the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the plans. The term “Temporary Traffic Control“ (also referred to as “Maintenance of Traffic”) shall include all such facilities, devices, and operation as are required for the safety and convenience of the public as well as for minimizing public nuisance; all as required by the FDOT, the Engineer and the Owner. This work shall also consist of the removal of existing pavement markings necessary in order to implement traffic control, temporary signs, and the removal or relocation of existing signs in order to implement traffic control. This item also includes any adjustments necessary to the traffic control devices under emergency conditions.

B. Unit of measurement is lump sum

C. Payment of this item shall be made under the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the Lump Sum Price to be Paid

5 25 10 50 25 75 50 90 90 100

2.03 Survey (Project Layout and As-Built Drawings), and Preconstruction Video

A Professional Surveyor to layout the locations and set the elevations as specified on the plans. Upon completion of the project, a Professional Surveyor will provide a signed and sealed As-Built survey. Preconstruction documentation via digital recording plus digital color photographs necessary to pick up detail not easily visible or apparent on the video.

2.04 Erosion Control

Preparation and implementation of stormwater pollution prevention control plan, including installation of silt fence, monitoring, inspecting, and reporting, providing erosion and sediment control measures, preparing and filing EPA NPDES NOI and NOT forms, and providing required contractor certifications. Also includes hay bales, filter bags, and filter fabric as needed for supplemental inlet protection and to supplement silt fence, including replacement and maintenance needed

01270-3

01270-4 during construction. In the event temporary staging and storage areas are used, any required erosion and sediment control measures are to be included in this item.

C. Payment of this item shall be made under the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the Lump Sum Price to be Paid

5 50

10 90

90 100

2.05 Clearing and Grubbing

Clearing, grubbing, disposal of debris. Includes removal and disposal of small trees (<13”) and large trees (up to 30”).

2.06 Remove Existing Asphalt

Removal and disposal of existing pavement and base, including milling and saw cutting as needed.

B. Unit of measurement is square yards. The quantity of pavement removal shown on the Bid Form is based on the widths shown on the drawings. Should the Contractor disturb more areas for his convenience then there will be no additional pay for pavement removal and the Contractor shall restore these areas at no additional cost to the Owner.

2.07 Remove Existing Concrete

Removal and disposal of existing concrete and base, including milling and saw cutting as needed.

B. Unit of measurement is square yards. The quantity of pavement removal shown on the Bid Form is based on the widths shown on the drawings. Should the Contractor disturb more areas for his convenience then there will be no additional pay for pavement removal and the Contractor shall restore these areas at no

01270-5

2.08 Finish Grading

Finish grading (to uniform smooth surface, positive drainage), filling depressions, dressing with suitable topsoil.

2.09 Regular Excavation

Excavation (including surface stripping as necessary) and fill placement of all materials necessary for the construction. Also includes any examination(s) of the soils within these limits that the Contractor deems necessary to familiarize themselves with the conditions of the soils (depth, extent, character) and assess the conditions under which the contract work is to be performed. Includes compaction and testing of all fill placement and disposal of unsuitable material or surplus excavated material.

B. Unit of measurement is cubic yards, measured in place.

2.10 Asphalt Milling and Resurfacing

Removal of asphalt by milling, disposal of removed material, sweeping of milled surface prior to asphalt placement.

B. Unit of measurement is square yards. The quantity of pavement removal by milling shown on the Bid Form is based on the widths shown on the drawings.

Should the Contractor mill more areas for his convenience then there will be no additional pay for pavement removal and the Contractor shall restore these areas at no additional cost to the Owner.

2.11 Asphalt (2” SP 9.5)

Installation of asphalt concrete pavement and testing.

B. Unit of measurement is square yards.

2.12 Base (10” Crushed Concrete per FDOT Section 911)

01270-6

Placing, grading and compacting the pavement base course material.

2.13 Stabilized Subgrade (12”)

Placing, grading, mixing, and compacting stabilized subgrade material. The amount and nature of the stabilizing material to be added shall be determined by the Contractor.

C. Whenever coring or other data indicates that the sub-base thickness is less than called for on the Plans (thicknesses required by the plans shall be considered to be minimum thicknesses), or does not otherwise meet the Specifications, the Contractor will correct the deficiency by replacing the full thickness for a length extending 50' from each end of the deficient area. The Contractor will receive no compensation for any sub-base so removed, for work in removing such sub-base, and will be paid only for accepted sub-base within the allowable limit. Sub-base in excess of the thickness called for on the Plans will be allowed to remain in place and no extra compensation paid to the Contractor, provided the excess thickness does not cause unsatisfactory conditions and is compatible with the adjacent work.

2.14 15” Concrete Mitered End Section

Forming, placing, curing, reinforcement, bar grates (if required on plans).

B. Unit of measurement is each.

2.15 15” Reinforced Concrete Pipe

Survey, layout, excavation, dewatering, pipeline installation, wrapping pipe joints with filter fabric, disposal of unsuitable or excess material, backfill, replacement of existing structures such as signs or fences encountered, compaction, testing (including leakage tests).

B. Unit of measurement is linear feet.

2.16 Concrete Spillway

01270-7

Forming, placing, curing, reinforcement, joints, testing.

2.17 Concrete Driveway (6”)

Forming, placing, curing, reinforcement, joints, testing.

2.18 Miami Curb

Forming, placing, curing, sawcutting joints, testing.

2.19 Valley Gutter

Forming, placing, curing, sawcutting joints, testing.

2.20 Ribbon Curb

Forming, placing, curing, sawcutting joints, expansion joints as required, testing.

2.21 Remove Chain Link Fence

Removal and disposal of existing fence, posts, and gates.

B. Unit of Measurement is linear feet

2.22 6’ Chain Link Fence

01270-8

Survey, layout, corner posts, end posts, pull posts, line posts, rails, chain link fabric, tension wire, tie wire, connection to existing fence, concrete bases for posts.

B. Unit of Measurement is linear feet.

2.23 Stop Sign FDOT Type R1-1

Sign plates, posts, accessories, installation and foundations.

2.24 Speed Limit Sign FDOT Type R2-1

Sign plates, posts, accessories, installation and foundations.

2.25 Stop Bar

Temporary and permanent thermoplastic pavement marking installation in areas where new paving occurs. New markings to tie to existing markings.

2.26 Crosswalk Striping FDOT Index 711-001

Temporary and permanent thermoplastic pavement marking installation in areas where new paving occurs. New markings to tie to existing markings.

2.27 ADA Mat FDOT Index 522-002

Furnish and install new detectable warning mat at new concrete ramps.

2.28 6” Vitrified Clay Pipe Cut and Plug

Dewatering, excavation, isolating the existing main, cutting and removing the existing pipeline, plugging ends of connecting pipeline, disposal of pipeline contents, pipe, fittings, and accessories, backfilling, compaction, and restoration.

2.29 Sod

Soil preparation, sod installation, sanding joints, fertilizing, watering, and mowing.

B. Unit of measurement is square yards. The quantity of sodding shown on the Bid Form is generally based on grassing the areas of construction. Should the Contractor disturb more areas for his convenience (construction access and stockpiling), then the Contractor shall restore (including grassing) these areas at no additional cost to the Owner.

2.30 Adjust Manhole Top to Proposed Elevation

Excavation, dewatering, removal and disposal of inlet top, installing new manhole riser, ring, and cover, backfilling, regrading, restoration.

2.31 Debris Removal

Remove and dispose of all debris in its entirety encountered within proposed project area. Replace with clean fill where necessary.

B. Unit of measurement is an allowance.

Additive Alternate

2.32 Furnish, Place, Program and Maintain Variable Message Sign

Furnish, Place, Program and Maintain two (2) Variable Message Signs on a Monthly Basis. Work to include deploying the variable message signs at least 2-weeks prior to the commencement of construction at end of Division Street.

B. Unit of measurement is months

01270-9

Division Street Roadway Improvements ADMINISTRATIVE REQUIREMENTS

01310-1

SECTION 01310

ADMINISTRATIVE REQUIREMENTS

Meetings, construction progress documentation, submittals.

1.02 Related Sections

A. Section 01770 - Contract Closeout

B. Section 01780 - Record Drawings

1.03 Preconstruction Meeting

The Owner will schedule a preconstruction meeting prior to beginning the Work to review shop drawing procedures, submittal requirements, and construction administration requirements (project coordination and communication). The Contractor shall bring to the preconstruction meeting the proposed construction schedule, which will be reviewed with the Owner during the meeting.

1.04 Definitions

A. Shop Drawings - Shop drawings are original drawings, prepared by the Contractor, a subcontractor, supplier, or distributor, which illustrate some portion of the Work; showing fabrication, layout, setting, or erection details. Shop drawings shall be prepared by a qualified detailer and shall be identified by reference to sheet and detail numbers on the Contract Drawings

B. Product Data - Product data are manufacturer's standard schematic drawings and manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations, and other standard descriptive data. Catalog sheets, brochures, etc., shall be clearly marked to identify pertinent materials, products, or models.

C. Samples - Samples are physical examples to illustrate materials, equipment, or workmanship and to establish standards by which work is to be evaluated.

1.05 Submittal Requirements

A. Prior to submission, thoroughly check shop drawings, product data, and samples for completeness and for compliance with the Contract Documents. Verify all field measurements, quantities, dimensions, specified performance criteria, fabrication, shipping, handling, storage, assembly, installation, and safety requirements.

01310-2

B. Coordinate the submittals with the requirements for other related work.

C. Notify the Engineer, in writing at the time of submission, of deviations in submittals from the requirements of the Contract Documents. The Contractor's responsibility for deviations in submittals from the requirements of the Contract Documents is not relieved by the Engineer's review of submittals, unless the Engineer gives written acceptance of specific deviations.

D. Submit electronic copies (PDF format) of each shop drawing and product data.

E. Where a specific product manufacturer and model number is listed in individual specification sections and is proposed by the Contractor to be used, full submittal of product data is not required. In this case, submit in letter format the name of the product, manufacturer, model number, specification section, and name of project. Certify the identified product is proposed to be used in the project.

F. Shop drawings, product data, and samples shall be accompanied by a letter of transmittal referring to the name of the project and to the specification page number and/or Drawing number for identification of each item. Submittals for each type of work shall be numbered consecutively, and the numbering system shall be retained throughout all revisions.

G. Submittals shall bear the Contractor's stamp of approval certifying that they have been checked and indicate appropriate specification section and/or drawing location. Submittals without the Contractor's initialed or signed certification stamp and submittals which, in the Engineer's opinion, are incomplete, contain numerous errors or have not been properly checked, will be returned unchecked by the Engineer for resubmission.

H. Begin no work which requires submittals until return of submittals with Engineer stamp and printed name or signature indicating the submittal has been approved.

1.06 Engineer Review of Submittals

A. Engineer’s review and approval of submittals will not extend to means, methods, techniques, sequences, procedures of construction or to safety precautions.

B. The review and approval of a separate item will not indicate approval of the assembly in which the item functions. Engineer’s review and approval of submittals shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents.

C. The Engineer will review submittals with reasonable promptness. The Engineer's review of submittals shall not be construed as a complete check and shall not relieve the Contractor from responsibility for complete compliance with the Contract requirements.

01310-3

D. No corrections, changes, or deviations indicated on submittals reviewed by the Engineer shall be considered as a change order.

E. Where review of submittals is required by the Owner or other agencies, the

Engineer will forward the appropriate submittal(s) to these parties after Engineer review. Once review of all parties is complete, the submittal(s) will be returned to the Contractor reflecting the review of all parties

F. If the submittal is not satisfactory, one copy of the submitted item will be retained by the Engineer and all other copies returned to the Contractor for appropriate action.

G. In the event a third submittal is required, due to previous submittals of incomplete or incorrect data or not in compliance with the Contract Documents, the Contractor will be charged one-half of the cost incurred by the Engineer for the review of the third submittal. The Contractor shall bear the total cost incurred by the Engineer for all subsequent reviews. The Engineer costs charged to the Contractor will be at the cost plus rate generally charged by the Engineer and will be deducted by the Owner from payments due to the Contractor.

H. Distribution of copies of acceptable submittals will be as mutually determined by the Contractor, Owner, and Engineer during or following the preconstruction conference.

1.07 Progress Meetings

A. The frequency of progress meetings shall be determined during the preconstruction meeting. As a minimum, progress meetings shall be held once per month during construction.

B. The Contractor and Owner shall attend the progress meetings.

Division Street Roadway Improvements PRECONSTRUCTION VIDEO 01315-1

SECTION 01315

PRECONSTRUCTION VIDEO

1.01 Description

A. Provide continuous color audio-video recording along the entire length of all proposed work areas prior to construction to serve as a record of pre-construction conditions.

B. Supplement audio video recording with digital color photographs for areas which require details not ascertainable on the video.

1.02 Definitions

Construction Area = All areas used for construction of the proposed improvements, temporary construction, stockpile areas, staging and storage areas, and entry and exit points used by equipment, delivery vehicles, service vehicles, and other vehicles used for transport of labor, equipment, and materials to the job site.

1.03 Qualifications

The preconstruction audio-video recording shall be of professional quality that will clearly log an accurate visual description of existing conditions. Any portion of the digital recording that is determined by the Owner or Engineer to be not acceptable in the documentation of the existing condition shall be re-filmed at no additional cost to the Owner.

PART 2 PRODUCTS

2.01 General

The total video recording system and the procedures employed in its use shall be such as to produce a finished product that will fulfill the technical requirements of the project.

The digital portion of the recording shall produce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of picture imperfection. The audio portion of the recording shall produce the commentary of the camera operator with proper volume, clarity, and be free from distortion. The recording system shall utilize EIA standard video and RGB compatible video.

2.02 Camera

The camera used in the recording system shall be capable of recording in true color and on standard format.

2.03 Recorder

01315-2

The recorder shall record the color signal with a minimum horizontal resolution of 240, 4:3 lines, aspect ratio, MPEG-2 video, stored at a resolution of 720 x 480 (NTSC). Audio shall be recorded using Dolby Digital (AC-3) minimum.

2.04 Video Disk

The video disk used for the recordings shall be high resolution, extended still frame capable.

2.05 Video Playback Compatibility

The recorded video shall be compatible for playback with any Windows based computer.

PART 3 EXECUTION

3.01 General

A. The recordings shall contain coverage of all surface features located within the construction area and extend outward a minimum of 30-ft outside the construction area plus all off road access routes used to reach the construction area. The recording shall include all surface conditions supported by appropriate audio description.

B. The surface features documented in the recordings shall include, but not be limited to, all driveways, sidewalk, curb, gutter, buildings, walls, storage sheds, swales, culverts, headwalls, landscaping, trees, shrubbery, pull boxes, valve boxes, concrete pads, power poles, guy wires, mailboxes, and fences.

C. The recordings shall also document the existence or nonexistence of any faults, fractures, or defects, and existing man made material such as debris, construction stockpiles, trash, and fuel containers.

D. Each video recording shall be a simultaneous recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the feature being shown in the video portion of the recording. The audio recording also shall be free from any conversations between the camera operator and any other production technicians.

E. All videos shall be labeled and shall be properly identified by video number, Project title, and date(s) of the recording.

F. Each video shall have a log of that video’s contents. The log shall describe the various segments of coverage contained on that video in terms of the names of

01315-3 streets or easements, coverage beginning and end, directions of coverage, and video unit counter numbers.

3.02 Recording Schedule

A. The recording shall be performed prior to the placement of any construction materials or equipment on the proposed construction site. Coordinate the scheduling of the preconstruction video recording with the Owner.

B. The Contractor shall coordinate the video recording with the construction schedule so that those portions of the construction that will be completed first will be recorded first.

C. Off road access routes to and from the construction area shall be recorded prior to mobilizing to work areas.

D. The Contractor shall deliver the video recordings to the Owner upon their completion. Upon delivery of the video, transfer (DropBox, One Drive or equivalent) of ownership of those videos shall be made to the Owner.

3.03 Visibility

All recordings shall be performed during times of good visibility. No recording shall be done during periods of significant precipitation, mist, or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subject, and to produce bright, sharp video recordings of those subjects. No recording shall be performed when more than 10% of the area to be recorded contains debris or obstructions unless otherwise authorized by the Engineer.

3.04 Continuity of Coverage

A. In order to increase the continuity of the coverage, the coverage shall consist of a single, continuous, unedited recording which begins at one end of a particular construction area. However, where coverage is required in areas not accessible by conventional wheeled vehicles and smooth transport of the recording system is not possible, such coverage shall consist of an organized, interrelated sequence of recordings at various positions along that proposed construction area.

B. The average rate of travel during a particular segment of coverage (e.g., coverage of one side of the street) shall be directly proportional to the number, size, and value of the surface features within that construction area's zone of influence.

3.05 Camera Height and Stability

When conventional wheeled vehicles are used as conveyances for the recording system, the distance between the camera lens and the ground shall not be more than 10

01315-4 feet. The camera shall be firmly mounted, such that transport of the camera during the recording process will not cause any unsteady picture.

3.06 Camera Control

Camera pan, tilt, zoom-in, and zoom-out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during video playback. In addition, all other camera and recording system controls, such as lens, focus, and aperture, video level, pedestal, chroma, white balance, and electrical focus, shall be properly controlled or adjusted to maximize recorded picture quality.

3.07 Viewer Orientation Techniques

The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views and visual displays of all visible house and building addresses shall be utilized. In easements where the proposed construction location will not be readily apparent in the recorded video, highly visible yellow flags shall be placed in such a fashion as to clearly indicate the proposed centerline of construction.

3.08 Areas to be Video Recorded

A. When video recording on private property, the Contractor shall give the Owner sufficient prior notice of such entry so that property owners may be advised of, and their permission obtained for, the Work.

B. All video recording shall be done during regular business hours, unless otherwise specified by the property owner or the Owner. The Contractor shall enter and leave property in a professional and orderly, workmanlike manner.

Division Street Roadway Improvements PROJECT COMPLETION SCHEDULE

01320-1

SECTION 01320

PROJECT COMPLETION SCHEDULE

Project completion scheduling

1.02 Submittals

A. Prior to construction, prepare a schedule showing all major activities needed to complete project. Include major material and equipment order and delivery times. Submit to Owner no later than the date of the preconstruction conference.

B. Schedule to utilize Critical Path Method formatted by establishing a precedence diagram which is time scaled. Include on schedule activity start dates, stop dates, and duration; critical path; float; delivery schedules. Include submittal dates and durations for components with extended lead times in schedule.

C. Include on the schedule a minimum float of 1 day every 3 weeks during construction.

D. Project substantial and final completion dates shown on schedule shall be same as or earlier than the contractual dates.

3.01 Monitoring and Updating of Schedule

A. Float shown on the schedule belongs to the project.

B. Progress data shall be accumulated to update the schedule on a monthly basis, prior to submittal of the application for payment. Progress data shall include:

1. Activities started

2. Activities completed.

3. Predicted activity starts

4. Predicted activity completions

5. Changes in original duration for specific activities

6. Changes in activity sequences

7. Percent complete on activities

C. Update of schedule to include effect of the progress projected for the next two (2) reporting periods.

Division Street Roadway Improvements REGULATORY REQUIREMENTS

AND PERMITS

01410-1

SECTION 01410

REGULATORY REQUIREMENTS AND PERMITS

Regulatory requirements, project permits

1.02 Requirements of Regulatory Agencies

A. All piping installed within the right-of-way of any city, county, state, or federal highway or railroad shall be in accordance with a permit to construct issued by the controlling agency and obtained by the Owner. In no case shall an open trench be constructed within a railroad right-of-way unless otherwise indicated.

B. Whenever the Drawings and Specifications conflict with the requirements of the permit, then the requirements of the permit shall govern and the cost of abiding by the provisions of the permit shall be considered incidental to the Contract.

C. All electrical apparatus and wiring pertaining to a piece of equipment or an appliance furnished and installed under this Contract shall comply with the National Electrical Code and shall be listed by Underwriters Laboratories or bear the approval of a recognized Testing Laboratory approved by the Engineer.

D. All construction projects 1 or more acres in size that discharge to offsite areas are required to abide by the provisions of the National Pollution Discharge Elimination System (NPDES) General Permit.

1.04 Project Permits

A. The following permits have been obtained for the construction of the project, and are contained in the Appendix of the Project Manual:

1. St. Johns River Water Management District Environmental Resource

Permit No. , dated .

B. Prior to construction, the Contractor shall apply for the following permits for the Project construction:

Permit Type Permitting Agency Permit Fee to by Paid By Contractor (Y/N)

Coverage Under the NPDES Generic Permit For

FDEP

Yes

Division Street Roadway Improvements REGULATORY REQUIREMENTS

AND PERMITS

01410-2

Permit Type Permitting Agency Permit Fee to by Paid By Contractor (Y/N)

Stormwater Discharge from Large and Small Construction Activities

Dewatering SJRMWD Yes

Building Permit (Including Permits for all Subcontractor Work such as Electrical, structures, retaining walls, etc.)

Yes

Right-of-Way Use Permit No

Signed and sealed construction plans will be provided to the Contractor for its use in applying for the above permits. The Contractor is to coordinate with each permitting agency in order to determine the number of sets of signed and sealed construction plans that are required and the required sheet size (full size 22”x34” or half size 11”x17”).

C. The Contractor shall review and become familiar with all permits for the Project, complete with all conditions, attachments, exhibits and permit modifications. A copy of all permits for the Project shall be maintained by the Contractor at the project site, and shall be available for review upon request.

D. The Contractor shall be fully responsible to abide by all provisions of the permits.

The Contractor is responsible for the selection, implementation and operation of all measures required by the permits, including the maintenance of said measures as necessary during construction. No additional compensation will be allowed for any work associated with permit requirements.

Division Street Roadway Improvements STORMWATER POLLUTION PREVENTION

/ NPDES REQUIREMENTS

01415-1

SECTION 01415

STORMWATER POLLUTION PREVENTION / NPDES REQUIREMENTS

Stormwater Pollution Prevention Plan requirements and recommendations under the NPDES program for construction projects located in Florida.

1.02 Purpose

The purpose of this section is to outline minimum requirements for stormwater pollution prevention as required under the NPDES program. There may be more stringent local government or Owner requirements for Erosion and Sediment Control, which would be located in the Specifications or on the Drawings. The more stringent requirement governs.

1.03 Related Sections

A. Section 01410 - Regulatory Requirements and Permits

B. Section 02370 - Erosion and Sediment Control

1.04 Abbreviations

A. NPDES - National Pollution Discharge Elimination System

B. SWPPP - Stormwater Pollution Prevention Plan

C. NOI - Notice of Intent

D. NOT - Notice of Termination

1.05 Definitions

The term “NPDES Generic Permit” means the State of Florida Department of Environmental Protection (FDEP) Generic Permit For Stormwater Discharge from Large and Small Construction Activities. The NPDES Generic Permit is also known as the NPDES) Construction Generic Permit (CGP).

1.06 Construction Projects Requiring Compliance with NPDES Generic Permit

A. All projects 1 or more acres in size that discharge to offsite areas.

B. Smaller projects that are in the same construction corridor as larger construction projects where the larger project is 1 or more acre in size and is required to

01415-2 comply with the NPDES Generic Permit. In this case, even if the smaller project is less than 1 acre in size, the smaller project must comply with the NPDES Generic Permit.

1.07 General Requirements

A. Construction of this project is required to comply with the requirements of the National Pollutant Discharge Elimination System (NPDES) Generic Permit for Stormwater Discharge from Small and Large Construction Activities.

B. In order to meet NPDES requirements, the Contractor is responsible for preparing a Stormwater Pollution Prevention Plan (SWPPP), implementing, inspecting, maintaining, and reporting on all elements of the SWPPP, completing and submitting the required Notice of Intent (NOI) and Notice of Termination (NOT) forms as the Operator, and paying all associated fees. Copies of the NPDES Generic Permit, NOI, and NOT forms, and permit application fee information are available for download at dep.state.fl.us/water/stormwater/npdes/

C. The SWPPP shall list all the contractors or subcontractors who will be conducting construction activities at the site, and identify the areas of the site in which they will be working. All contractors and subcontractors identified in the SWPPP must sign a copy of the certification statement contained at the end of this specification section before conducting any construction activities at the site. The certifications must have the name and title of the person signing the certification;

the name, address, and telephone number of the contracting firm; and the signature date. These statements must be maintained in the SWPPP file on site.

D. The SWPPP shall describe and ensure the implementation of best management practices which will be used to reduce the pollutants in stormwater discharge associated with construction activity and to assure compliance with the terms and conditions of the NPDES Generic Permit. The erosion and sediment control measures shown on these Drawings are the minimum required and are to be installed prior to construction. The Contractor is responsible for complying with all applicable rules, regulations and water quality standards and may need to install additional controls to meet these requirements.

1.08 SWPPP Implementation and Submittal Requirements

A. The SWPPP shall be completed prior to submittal of the NOI and shall include the elements necessary to comply with the NPDES Generic Permit for construction activities administered by the FDEP and shall also include all local governing agency and Owner requirements. There may be more stringent local government or Owner requirements for Erosion and Sediment Control, which would be located in the Specifications or elsewhere on these Drawings.

B. The Contractor must file the NOI with FDEP and the Owner at least two (2) business days prior to the start of construction. The Contractor shall also submit a copy of the NOI to the MS4 operator for all projects that discharge stormwater http://www.dep.state.fl.us/water/stormwater/npdes/

01415-3 associated with construction activity to a municipal separate stormwater system (MS4). A copy of the NOI and a description of the project must be posted in a prominent place for public viewing at the construction site.

C. The SWPPP must be implemented at the start of construction. A complete copy of the SWPPP, including copies of all inspection reports, plan revisions, etc., must be retained at the project site at all times during working hours and kept in the permanent project records for at least three years following submission of the

NOT.

D. Final Stabilization means that all soil disturbing activities at the site have been completed, and that a uniform perennial vegetative cover (evenly distributed, without large bare areas) with a density of at least 70% for all unpaved areas and areas not covered by permanent structures has been established or equivalent permanent stabilization measures (such as geotextiles) have been employed.

Once construction is completed and final stabilization has been achieved, the Contractor must file the NOT to FDEP, the Owner, and the MS4 operator within 14 days.

1.09 Inspections

A. It is the responsibility of the Contractor to assure the adequacy of site pollutant discharge controls. Between the time the SWPPP is implemented and final site stabilization is achieved, all disturbed areas and pollutant controls must be inspected at least once every seven calendar days and within 24 hours following a rainfall of 0.5 inches or greater. The inspections are to be conducted by the Contractor’s qualified designated representative.

B. All inspections shall be documented in an inspection report that summarizes the scope of the inspection, the names and qualifications of personnel making the inspection; the date of the inspection; rainfall data; major observations relating to the implementation of the SWPPP, and actions taken in order to ensure compliance with NPDES requirements and the SWPPP. Such reports shall identify any incidents of non-compliance and actions taken to bring the project into compliance. Where a report does not identify any incidents of non-compliance, the report shall contain a certification that the facility is in compliance with the NPDES requirements and the SWPPP. Each inspection report shall be signed and certified by each qualified inspector.

1.10 Updating and Modifying the SWPPP

A. Based on inspection results, any modifications necessary to increase effectiveness of the SWPPP to an acceptable level must be made within seven calendar days of the inspection.

B. The SWPPP must be updated each time there are significant modifications to the pollutant prevention system or a change of contractors working on the project who disturbs site soil. For construction activities where the operator changes, 01415-4 the new operator shall file an NOI for coverage under this permit at least two (2) days before assuming control of the project and the previous operator shall file an NOT to terminate permit coverage in accordance with the NPDES Generic Permit. Amendments to the plan shall be prepared, signed, dated, and kept as attachments to the original SWPPP.

1.11 Minimum SWPPP Provisions

A. The following list contains the items that must be included in the SWPPP. The SWPPP must clearly identify the contractor(s) or subcontractor(s) that will implement each item.

1. Stormwater Team: Identify the personnel (by name or position) that are part of the stormwater team responsible for implementing the SWPPP, including the qualified inspector. List their individual responsibilities in developing or implementing the SWPPP.

2. Contractors /Subcontractors: List all the contractors or subcontractors who will be conducting construction activities at the site, and identify the areas of the site in which they will be working. All listed contractors and subcontractors must sign the certification contained at the end of this specification section.

3. Site/Construction Activities Description:

a. Describe the nature of the construction activity.

b. Describe the intended sequence and time table of major activities that will disturb soils.

c. Include the scheduled starting and ending date for each major activity such as land clearing, grubbing, grading, cut and fill, dewatering operations, installation of erosion and sediment controls, installation of stormwater management systems, paving, final or temporary stabilization of exposed soil, and removal of construction equipment and vehicles.

d. Estimate the total area of the site and the total area that is expected to be disturbed by excavation, grading, or other construction activity.

e. Include existing data on soil types and the quality of any existing discharge from the site.

4. For each proposed discharge point provide the following:

a. Latitude and Longitude

b. Drainage Area

c. Surface Waters or MS4

d. Estimate the amount of land that will be cleared during the construction activity for each drainage area.

5. Include a site map showing all of the following:

a. Boundaries of the property.

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b. Entrance/Exit Points

c. Locations where construction activities will occur.

d. Locations where dewatering operation will occur.

e. Drainage patterns and approximate slopes and elevations anticipated after major grading activities.

f. Areas of soil disturbance.

g. Areas which will not be disturbed.

h. Location of major structural and nonstructural controls.

i. Location of areas where stabilization practices are expected to occur.

j. Location of surface waters and wetlands.

k. Location where stormwater is proposed to be discharged during construction to a surface water or MS4.

6. List all non-stormwater discharges covered under the CGP and the pollution prevention procedures that will be implemented. The following types of non-stormwater discharges, if they are listed in the SWPPP and the SWPPP includes appropriate pollution prevention procedures as to not cause or contribute to a violation of water quality standards are to be considered to be covered (allowed) by the CGP:

a. Discharges from firefighting activities.

b. Fire hydrant flushings.

c. Waters without detergents used to spray off loose solids from vehicles.

d. Waters used to control dust.

e. Potable water sources such as waterline flushings.

f. Landscape irrigation water and drainage.

g. Routine external building washdown provided no detergents are used.

h. Pavement washwaters that do not contain detergents, leaks, spills of toxic or hazardous materials.

i. Air conditioning condensate.

j. Spring water.

k. Foundation or footing drain flows that are not contaminated with process material such as solvents.

l. Non-contaminated ground water associated with dewatering activities as described in Part 3.4 of the CGP.

7. The following non-stormwater discharges are prohibited by the CGP:

a. Wastewater from concrete washout.

b. Wastewater from washout or cleanout of stucco, paint, form release oils, curing compounds, and other construction materials.

c. Fuels, oils, or other pollutants from vehicle and equipment operation and maintenance.

d. Soaps, detergents, solvents, or other cleaners.

e. Hazardous substances or oil resulting from an on-site spill.

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f. Solid materials, including building materials.

g. Any other non-stormwater discharge not specifically allowed by the CGP as identified above.

8. Dewatering Controls (If Applicable): Include a description of the BMPs that will be used to ensure that discharges of noncontaminated ground water from dewatering operations do not cause or contribute to violations of state water quality standards.

9. BMPs: Describe the BMPs that will be implemented for each major activity and the timing during the construction process that they will be implemented.

10. Permanent stormwater management…