Technical_Specifications.pdf

TECHNICAL SPECIFICATIONS

Sanitary Sewer CIPP Rehabilitation - Various Locations

PROJECT NO. 001933DEF

October 2023

Pinellas County Utilities 14 South Fort Harrison Avenue

Clearwater, FL 33756

03/04/22 1 PC-001933DEF

Note: The Supplemental Technical Specifications (STS) presented herein are project specific and are only related to this project and are not part of Pinellas County (PC-STS) Standard Technical Specifications. All STS will be designated as such in lower right-hand corner of document by PC-STS. All Supplemental Technical Specifications will have a (S) designation following the section title in the Table of Contents and each specification will be designated in lower right-hand corner as PC-001933DEF, where 001933DEF designates the specific Project Job Number.

Annual Sewer CIPP – Various Locations

TABLE OF CONTENTS

SECTION D – SPECIFICATIONS

DIVISION 00- SPECIAL PROVISIONS

00 75 00 Special Provisions (S)

DIVISION 01 – GENERAL REQUIREMENTS

01 20 01 Measurement and Payment (S)

01 32 33 Color Audio-Video Construction Records

01 35 00 Special Project Procedures

01 42 01 Reference Standards and Definitions

01 55 26 Traffic Regulation

01 57 00 Control of Work

01 57 13 Erosion and Sedimentation Control

01 78 39 Project Record Documents

Division 33 – UTILITIES

33 01 31 Sanitary Sewer Cured in Place Pipelining

33 01 32 Sanitary Sewer Cleaning and Televising

33 33 01 Gravity Sewers

SPECIAL PROVISIONS

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SECTION 00 75 00 1

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS 3

These Special Provisions provide additional information and modify the Pinellas County 6 Standard Technical Specifications (PC-STS). Unless noted herein, all conditions of the 7 STS apply. 8

ARTICLE SP-1. SUMMARY OF WORK 11

PROJECT SCOPE 13

The scope of work consists of cleaning, videoing, and installing Cured-In-Place-15 Pipelining (CIPP) in sanitary sewer gravity mains. Work is assigned by Work Plan; each 16 Work Plan contains multiple line segments and shall be referenced on all pay 17 applications and other documentation with the appropriate PID, location, and work plan 18 number as identified in the descriptions and exhibits contained herein. All work shall be 19 performed in an expeditious and professional manner. 20 A Construction Schedule shall be submitted within thirty (30) days of award of contract 22 indicating the identified work to be completed through the term of the contract beginning 23 with PID 001933D Work Plans 1, 2 and 3. Weekly progress meetings with the County 24 and contractor will be held each Thursday (either onsite, by phone, or virtual meeting) to 25 discuss a two-week project “look ahead”. The Contractor shall provide at least two-26 weeks’ notice of any lane closures, detours, or other traffic impacts for upcoming work. 27 The Construction Schedule shall include a start date within sixty (60) days of the Notice 28 to Proceed to begin the installation of the Cured-In-Place Pipe liner. No more than one 29 Work Plan shall be worked on at any single time. 30 Once begun, the work in each Work Plan shall be ongoing continuously and 32 expeditiously with as little impact to the utility customers, residents, and traffic as 33 possible. The Contractor shall have sufficient crews and equipment to perform all work, 34 including restoration, at the time each Work Plan is initiated. The inability of the 35 Contractor to meet contractual obligations, or to perform assigned work in a satisfactory 36 manner, shall be grounds for termination of the Contract, and/or reassignment of the 37 work for construction by others. Work Plans contained in the Appendix are planned to 38 be completed with this contract. The Contractor shall only be compensated for work 39 satisfactorily completed. There will be no compensation to the Contractor for cancellation 40 of the Contract or for any assigned work that is not satisfactorily constructed and 41 accepted by the County. 42 The County reserves the right to add or delete sites and project locations from the Work 44 Plans. Additional lines added at the County’s discretion are payable as described under 45 the applicable line items. In certain cases, CIPP lining may be required on an 46 emergency basis for lines not identified in the contract. Payment will be per the 47 identified line items for emergency installations; however, an emergency mobilization 48 line item will be applicable one time for each emergency CIPP lining installation. 49 Additional work beyond the scope identified in the current Work Plans will use the 50 Unspecified line item as authorized by the Pinellas County Project Manager. 51

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Each individual location or line segment contained in a Work Plan is to be considered an 2 “individual project” such that all work, including cleanup, lateral reinstatement, grouting 3 and sealing, post PACP inspection video and MACP inspection (level 2) video must be 4 fully completed before it can be considered for payment; there will not be any partial 5 payments for any individual pipe segments. Pre-cleaning/surface preparation will be 6 billed as an individual line item per linear foot as identified in the Measurements & Pay 7 section. Lump Sum payment items for MOT and by-pass pumping can be considered for 8 payment on a percentage basis calculated as the number of pipe segments completed 9 during the payment period divided by the total number of pipe segments within the Work 10 Plan. 11

The work includes furnishing all plant, labor, tools, equipment, materials, and performing 13 all operations, including mobilization, in connection with rehabilitation of 8" through 18" 14 gravity sanitary sewer lines using Cured-in-Place pipe liner. All lining material shall be 15 suitable for use in domestic sewage. All liners shall be installed by the inversion method 16 (ASTM F1216-09) and cured with steam or water. Pre & post National Association of 17 Sewer Companies (NASSCO) Pipeline Assessment and Certification Program (PACP) 18 video inspections are required for each line segment including a Manhole Assessment 19 and Certification Program (MACP) manhole video (level 2 for post) inspection on each 20 end of line segment. All video inspections shall be delivered in electronic file format 21 compatible with GraniteNet latest edition. All video inspections shall be 22 reviewed/certified by the Contractor as meeting the NASSCO standards and delivered to 23 the County no later than twenty-one (21) days after completion of liner installation. 24 Pipelines to be rehabilitated may be in backyard easements, wetlands, light traffic 25 subdivision roadways or highways. Temporary Traffic Control plans conforming to 26 Florida Department of Transportation and Pinellas County requirements are required for 27 all work in public roadways. Where applicable, FDOT Standard Indices may be used for 28 Temporary Traffic Control Plans. Where FDOT Standard Indices do not apply, signed 29 and sealed Temporary Traffic Control plans by a professional engineer shall be provided 30 by the Contractor. All Temporary Traffic Control Plans shall be submitted and receive 31 written acceptance by the County prior to installation. Work in FDOT R/W’s that requires 32 lane closures typically will only be allowed Sunday – Thursday 8:00 PM – 5:30 AM or as 33 required in yet to be obtained FDOT Utility Permits. The successful bidder’s method for 34 installation of CIPP shall meet these requirements and provide submittals meeting this 35 requirement. The Contractor shall be responsible for obtaining Right of Way Use Permits 36 for all work. 37

All pipes requiring CIPP rehabilitation will require sewage flow control and/or by-pass 39 pumping during the rehabilitation process. Actual sewer flow rates for each pipe 40 segment have not been determined, however, the maximum flow rates per pipe segment 41 can be estimated based on pipe diameter size and slope. 42

It shall be assumed that pipelines are to be rehabilitated with the work defined in this 44 contract. If the Contractor feels point repairs are necessary to complete lining of a 45 particular main line segment, the County will make the necessary repair or cancel that 46 section of work at no cost to the County. 47

The Contractor shall be responsible for all material removed from the sewer and shall 49 properly dispose of materials in accordance with the appropriate regulatory agency 50 requirements and shall supply documentation of conformance to these requirements. 51

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Any main line or service line damage or failure occurring during the rehabilitation 2 process shall be the responsibility of the Contractor including, but not limited to, point 3 repairs, main line replacement, service line replacement, any and all required permits, 4 traffic control, by-pass pumping, including a back-up system and restoration of all 5 disturbed areas. The Contractor shall be responsible for any wastewater spills during 6 any by-pass operation and pay all fines, fees, property damage, environmental damage 7 and cleanup costs that are associated with wastewater spill. The Contractor is required 8 to report any wastewater spills immediately to County Utility Water Quality Division at 9

(727) 464-5801 or (727) 464-4000 and County Inspection staff.10

ARTICLE SP-2 ADDITIONAL INFORMATION AND STUDIES 13

Color Audio-Video Pre-Construction records shall be performed per Standard Technical 15 Specification 01 32 33. 16

Per Standard Technical Specifications 33 01 32, the contractor is responsible for all 18 scheduling and costs associated with the water to perform work including all temporary 19 or hydrant water meter deposits, water meter relocation scheduling, cost of water and 20 water meter relocation fees. No additional compensation will be paid for water and its 21 associated costs. 22

ARTICLE SP-3 SUPPLEMENTAL TECHNICAL SPECIFICATIONS 25

Note: The Supplemental Technical Specifications presented herein are project specific 27 and are only related to this project and are not part of County’s Standard Technical 28 Specifications (STS). All STS will be designated as such in lower right-hand corner of 29 document by PC-STS. All Supplemental Technical Specifications will have a (S) 30 designation following the section title in the Table of Contents and each specification will 31 be designated in lower right-hand corner as PC-001933DEF, where 001933DEF 32 designates the specific Project Job Number. 33

01 20 01 Measurement & Payment 35

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TECHNICAL SPECIFICATION CHECKLIST 1

Project Name: Sanitary Sewer Rehabilitation with Cured in Place Pipelining (CIPP) 2 Project Number: 001933DEF 3 All Section of the Standard Technical Specifications will apply to this contract. 4 The following Standard Technical Specifications are included for convenience: 5

00 75 00 Special Provisions and Supplemental Technical Specifications - S 01 20 01 Measurement and Payment - S 01 32 33 Color Audio-Video Construction Records 01 35 00 Special Project Procedures 01 42 01 Reference Standards and Definitions 01 55 26 Traffic Regulation 01 57 00 Control of Work 01 57 13 Erosion and Sedimentation Control 01 78 39 Project Record Documents 33 01 31 Sanitary Sewer Cured in Place Pipelining 33 01 32 Sanitary Sewer Cleaning and Televising 33 33 01 Gravity Sewers

END OF SECTION 7

MEASUREMENT AND PAYMENT

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SECTION 01 20 01

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 SCOPE OF WORK

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. The Contractor shall be responsible for supervision and superintendence at all work sites, which shall be considered as the Contractor’s overhead and no additional payment will be made beyond the specified bid items.

B. The descriptions in the following sections generally define the work and materials, etc. associated with each Pay Item listed. This information is provided to assist the Contractor in assigning and accounting for costs associated with each pay item. It is the Contractor's sole responsibility to fully establish the cost for each item and the work in its entirety related to each Pay Item.

C. 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 and in accordance with the accepted Proposal. Work for which there is not a Pay Item will be considered incidental to the Contract and no additional compensation will be allowed. Unless, such Item was previously approved by the Engineer, such incidental item will be paid under the terms and conditions of Unspecified Work.

1.02 BID ITEMS

The bid item descriptions, method of measurement and basis for payment are listed on the following pages:

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GROUP A – MOBILIZATION

A. MOBILIZATION FOR EMERGENCY RESPONSE

Pay Items:

101-0100-0002 Mobilization for Emergency Response

1. Description - The work specified in this item consists of the preparatory work and operations in mobilizing for beginning work on an emergency project This item includes, but is not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of Contractor’s temporary offices, buildings, safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, special provisions, and State and local laws and regulations. The costs of bonds, permits and any required insurance, and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this item. Labor and equipment travel time from/to the site is included in this pay item.

Temporary Traffic Control for two lane roadways and shoulder work (as specified per FDOT Index 601, 602, 603, 604, 605, 606, 611, and 612) is included with this pay item unless otherwise determined by the Engineer; it shall in all cases include providing the Temporary Traffic Control plan.

For emergency work, as identified by the County, the Contractor will be required to respond to the request of the County representative within one (1) calendar day from the notice by telephone and mobilize with a competent crew and necessary equipment and materials within ten (10) calendar days of verbal notification, including weekends. The Scope of Work will be executed in accordance with the terms and conditions of this contract.

2. Measurement - The quantity of mobilization to be paid for under this item shall be measured as one unit each (EA) per Emergency Response. One (1) mobilization will be allowed for each emergency response no matter how many times the equipment must be relocated by loading, transporting, and unloading, or under its own power to complete the job assignment or project.

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GROUP B – PRE-INSTALLATION

A. TEMPORARY TRAFFIC CONTROL

Pay Items:

102-1000 Temporary Traffic Control

1. Description - This work consists of maintaining traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. It shall include labor and equipment to furnish, install and maintain of traffic control and safety devices during construction; It shall include the construction and maintenance of any necessary detour facilities; providing necessary facilities for access to residences, businesses, pedestrian traffic, schools, etc., and any other special requirements for safe and expeditious movement of traffic as may be called for on the TTC plan.

The term, Temporary Traffic Control, shall include all such facilities, devices and operations as are required for the safety and convenience of the public, as well as for minimizing public nuisance. The Contractor, however, shall not obstruct nor create a hazard to any traffic during the performance of the work and shall be responsible for repair of any damage to existing pavement or facilities caused by his operations. Traffic Control Devices include all types of barricades, arrow boards, signs, temporary pavement markers, lights, concrete barriers, and permanent striping. All travel, equipment, labor, overhead or any other associated expenses in transportation and setting up the TTC will be included in the price.

2. Measurement - Payment of Temporary Traffic Control for each work plan will be made on a percentage basis calculated as the number of pipe segments completed during the payment period divided by the total number of pipe segments within the project.

B. CLEANING/SURFACE PREPARATION

Pay Items:

460-101-0015 Pipe Cleaning – Light Cleaning (15” or less) 460-101-1521 Pipe Cleaning – Light Cleaning (>15" - 21") 460-104-0015 Pipe Cleaning – Special Cleaning (15" or less) 460-104-1521 Pipe Cleaning – Special Cleaning (> 15" - 21")

1. Description – This work consists of cleaning of gravity sanitary sewer pipes to clean and prepare the existing pipes for rehabilitation. All labor, materials, equipment, and other items required to perform the work not included in other pay items are included in the work. The interior of the pipes shall be thoroughly cleaned to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other materials. This activity shall provide a

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clean surface for televising and CIPP rehabilitation of the pipe. During the cleaning and preparation operations, all necessary precautions shall be taken to protect the public, all property, and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. All temporary traffic control required for pipe cleaning shall be include in the cost of the pipe cleaning.

2. Levels of cleaning are defined as follows:

• Light Cleaning: Removal of ¼ diameter of pipe or less of sand and/or debris from a section of pipe

• Special Pipe Cleaning: Removal of grease, roots, or scaling/tuberculation in iron pipe.

3. Delays - In the event the County delays authorizing the start of restoration activities exceeding a period of thirty (30) days after the initial cleaning/surface preparation, then an additional light pipe cleaning may be required immediately prior to start of restoration work. The cost of additional light pipe cleaning is included in the cost of the rehabilitation.

4. Measurement - The cleaning/surface preparation is payable as a measured per lineal foot (LF) of pipe cleaned and accepted.

C. TELEVISED INSPECTIONS

Pay Items:

460-201-0021 Televised Inspections - 21" Diameter and Less

1. Description – The work consists of CCTV video inspection of pipe prior to rehabilitation. All equipment, labor, material, or other items needed to perform the work are included in the cost. Televised inspections shall be performed per specifications. This includes National Association of Sewer Companies (NASSCO) Pipeline Assessment and Certification Program (PACP) video inspections for each line segment including a Manhole Assessment and Certification Program (MACP) manhole video (level 2) inspection on each end of line segment. This line item does not apply to post rehabilitation televised inspections which are included in the cost of the rehabilitation method employed. Every pipe rehabilitated will require a post rehabilitation video.

2. Measurement - The televised inspection is payable as measured per lineal foot (LF) pipe inspection completed and accepted.

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D. REMOVE PROTRUDING SERVICES

Pay Item:

SS-330131-304-A001 Remove Protruding Services

1. Description - This item provides for all labor, equipment, and other items needed to perform work for the removal by grinding or cutting protrusions into the pipe. Removal of protrusions in the pipe may be use of robotics as described in the specifications, or by manned entry into the pipe if conditions allow. Protrusions may include “hammer tap” lateral connections into the pipe, or other protrusions that will obstruct the rehabilitation of the pipe.

2. Measurement - The quantity to be measured for payment under this Pay Item will be the actual number each (EA) for removal of protrusions.

E. GRIND AND SEAL EXISTING SERVICE OPENINGS

ON PREVIOUSLY LINED PIPE

Pay Item

SS-330131-304-A002 Grind and seal existing service openings on previously lined pipe

1. Description – This item provides for all labor, equipment, and material for grinding or re-cutting, sealing, and grouting of existing service openings on existing CIPP lined pipe. The opening is required to be opened to 95% capacity by use of robotics or manned entry. This pay item includes post rehabilitation CCTV video per specifications.

2. Applicability – This pay item in only applicable to pipes that have already received CIPP rehabilitation through other historical projects.

3. Measurement - The quantity to be measured for payment under this Pay Item will be the actual number each (EA) of existing service openings re-cut or grinded, sealed, and grouted.

F. WASTEWATER BY-PASS PUMPING SET UP AND OPERATION

Pay Item

SS-333301-301-B2-0810 8"-10" diameter

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SS-333301-301-B2-1214 12"-14" diameter SS-330134-307-B2-1521 15”-21” diameter

1. Description - This item provides for labor, set up, and operation of sewage flow control and/or by-pass pumping equipment and temporary piping and plugging as required and as described in the Standard Technical Specifications to maintain flow during the rehabilitation of pipe. This Pay Item is applicable for the rehabilitation efforts only, is not applicable for pre-cleaning and video inspections, and will only be paid one time per line segment.

2. Measurement - The quantity to be measured for payment under this Pay Item will be the number Each (EA) of pipe segments CIPP lined.

GROUP C – INSTALLATION

A. FURNISH AND INSTALL CURED IN PLACE PIPE LINING

Pay Item

SS-330131-305-0008 8” Dia. – CIPP Sewer Main SS-330131-305-0010 10” Dia. – CIPP Sewer Main SS-330131-305-0012 12” Dia. – CIPP Sewer Main SS-330131-305-0015 15” Dia. – CIPP Sewer Main SS-330131-305-0016 16” Dia. – CIPP Sewer Main SS-330131-305-0018 18” Dia. – CIPP Sewer Main

1. Description - the work consists of the installation of CIPP liner in gravity pipe.

This pay item includes all labor, equipment, material, cure water, neighborhood notification, hydrophilic end seals of liner at structure connections, grouting at structure connections, and other items needed to successfully install the CIPP liner per specifications.

2. Post Rehabilitation CCTV – All pipes rehabilitated (regardless of method) require a post rehabilitation CCTV inspection per specifications. The cost of the post rehabilitation inspection is included in the cost of the rehabilitation.

Post rehabilitation inspections include manhole video inspections at each terminal manhole.

3. Pipe Diameter - Pipe diameter shall mean the nominal pipe size as originally laid and shall not account for any erosion of the inside diameter or deformation of the pipe. No additional compensation will be paid for eroded or oversized inside pipe diameter.

4. Measurement: Payment will be made at the applicable unit price per lineal foot (LF) for the pipe size in the bid form.

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B. RECONNECT SERVICE LINES

Pay Item:

SS-330131-307-0001 Reconnect service lines

1. Description: The work consists of the reconnection of service connections, or other pipe connections, to the mainline pipe. This item provides for all labor, equipment, and material to reconnect each service line, sealed, and grouted per specifications.

2. Measurement: The quantity to be measured for payment under this Pay Item will be the actual number each (EA) of service line reconnection.

GROUP D – UNSPECIFIED

A. UNSPECIFIED WORK

Pay Item:

999-0000 Unspecified Work

1. Description: During the performance of the Contract, it might become necessary or desirable to order work to be done, or materials, or equipment furnished which are not classified under unit value Pay Items on the Bid Sheet. The County, at a lump sum price or at a cost-plus price, will order this work, materials, and equipment, when required, in writing. When a lump sum price is used, the lump sum price will be determined by negotiation. When a cost-plus price is used, compensation shall be limited to the Contractor’s reasonable costs plus allowances as stipulated in the contract.

2. Equipment: For equipment under the control of Contractor through direct ownership, leasing, renting or other method of acquisition not included in the Bid Sheet, the Contractor shall furnish cost data, which might assist the Engineer in the establishment of an equitable rate. All equipment shall be in good working condition and suitable for the purpose

3. Tools: Individual pieces of equipment or tools having a replacement value less than $250.00 shall be considered small tools, incidental to the work, and included in other pay items.

4. Measurement: The work in this Section shall be paid for by a portion of the

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allowance under Unspecified Work in the bid form of this contract. Use of any portion of this pay item shall require written pre-approval by the County.

This work, materials, and equipment, when required, will be ordered in writing by the County, at a lump sum price or at a non lump sum price.

Lump Sum/Unit Price

When a lump sum/unit price is used, the lump sum/unit price will be determined by negotiation, and only require written pre-approval by the County as backup documentation for payment purposes. The total compensation for work negotiated under a unit price will be a measurement (i.e., linear feet) or a count (i.e., each) of the item as installed. Permit costs to be paid for as lump sum.

Non-Lump Sum

When a non-lump sum price is used, compensation shall be limited to the Contractor’s reasonable costs plus markup percentages stipulated in this contract. A written estimate of the costs, approved by the County, shall be required prior to the work. The basis of the non lump sum negotiated prices, subcontractor invoices, equipment cost invoices, material cost invoices, and other supporting documentation will be included in the pay application.

END OF SECTION

COLOR AUDIO-VIDEO CONSTRUCTION RECORDS

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SECTION 01 32 33 1

COLOR AUDIO-VIDEO CONSTRUCTION RECORDS 3

PART 1 - GENERAL 6

1.01 DESCRIPTION8

A. Audio/Video DVDs of all work areas in the Contract shall be prepared by10 the Contractor.11

B. Contractor To Prepare Audio/Video Recording - Prior to commencing the13

Work, the Contractor shall have a continuous color audio/video recording14 taken along the entire length of the Project including all affected project15 areas. Streets, easements, rights-of way, lots or construction sites within16 the Project must be recorded to serve as a record of pre-construction17 conditions. Two copies of the recordings and video log shall be submitted18 to the County. The ENGINEER shall designate those areas, if any, to be19 omitted from or added to the audio-visual coverage. All DVDs and written20 records shall become property of the County.21

C. Scheduling Of Audio/Video Recording - No construction shall begin prior23 to review and approval of the recordings covering the Project construction24 area(s) by the County. The County shall have the authority to reject all or25 any portion of a recording not conforming to specifications and order that26 it be redone at no additional charge. The Contractor shall reschedule27 unacceptable coverage within seven days after being notified. Recordings28 shall not be made more than 30 days prior to construction in any area.29

D. Professional Videographers - The Contractor shall engage the services of31 a professional videographer known to be skilled and regularly engaged in32 the business of preconstruction color audio-video documentation. The33 videographer through the Contractor shall furnish to the Engineer a list of34 all equipment to be used for the audio-video recording, i.e.,35 manufacturer’s name, model number, specifications and other pertinent36 information.37

E. Additional information to be furnished by the videographer is the names39 and addresses of two references that the videographer has performed40 satisfactory color audio-video taping for on projects of a similar nature.41 Engineer’s approval of the selected videographer is required prior to42 taking first audio-video recording.43

F. Equipment - All equipment, accessories, materials and labor to perform45 this service shall be finished by the Contractor. The total audio-46

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videosystem shall reproduce bright, sharp, clear pictures with accurate 1 colors and shall be free from distortion, tearing, rolls or any other form of 2 imperfection. The audio portion of the recording shall reproduce the 3 commentary of the camera operator with proper volume, clarity and be 4 free from distortion and interruptions. In some instances, audio-video 5 coverage may be required in areas not accessible by conventional 6 wheeled vehicles. Such coverage shall be obtained by walking. The color 7 video camera used in the recording shall be of Industrial Grade and shall 8 provide full color video. Minimum video resolution from camera shall be 9 capable of HD 720p/30fps. Audio format shall be WAV (16/24-bit 10 quantization, 44.1/48/96kHz sampling frequency. The recording shall be 11 provided as MPEG – 4 AVC/H.264 (MOV) as an electronic file. 12

G. Recorded Information, Audio - Each recording shall begin with the current 14 date, project name and be followed by the general location, i.e., viewing 15 side and direction of progress. Accompanying the video recording shall 16 be a corresponding and simultaneously recorded audio recording. This 17 audio recording, exclusively containing the commentary of the camera 18 operator or aide, shall assist in viewer orientation and in any needed 19 identification, differentiation, clarification, or objective description of the 20 features being shown in the video portion of the recording. The audio 21 recording shall also be free from any conversations. 22

H. Recorded Information - Video - All video recordings must continuously 24 display transparent digital information to include the date and time of 25 recording. The date information shall contain the month, day and year. 26 The time information shall contain the hour, minutes and seconds. 27 Additional information shall be displayed periodically. Such information 28 shall include, but not be limited to, project name, contract number, 29 direction of travel and the viewing side. This transparent information shall 30 appear on the extreme upper left hand third of the screen. Camera pan, 31 tilt, zoom-in and zoom-out rates shall be sufficiently controlled such that 32 recorded objects will be clearly viewed during video playback. In addition, 33 all other camera and recording system controls, such as lens focus and 34 aperture, video level, pedestal, chrome, white balance, and electrical 35 focus shall be properly controlled or adjusted to maximize picture quality. 36

I. Viewer Orientation - The audio and video portions of the recording shall 38 maintain viewer orientation. To this end, overall establishing views of all 39 visible house and business addresses shall be utilized. In areas where 40 the proposed construction location will not be readily apparent to the video 41 viewer, highly visible yellow flags shall be placed, by the Contractor, in 42 such a fashion as to clearly indicate the proposed centerline of 43 construction. When conventional wheeled vehicles are used as 44 conveyances for the recording system, the vertical distance between the 45 camera lens and the ground shall not exceed 10 feet. The camera shall 46

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be firmly mounted such that transport of the camera during the recording 1 process will not cause an unsteady picture. 2

J. Lighting - All taping shall be done during time of good visibility. No taping 4 shall be done during precipitation, mist or fog. The recording shall only be 5 done when sufficient sunlight is present to properly illuminate the subjects 6 of recording and to produce bright, sharp video recordings of those 7 subjects. 8

K. Speed Of Travel - The average rate of travel during a particular segment 10 of coverage shall be directly proportional to the number, size and value of 11 the surface features within that construction areas zone of influence. The 12 rate of speed in the general direction of travel of the vehicle used during 13 taping shall not exceed 44 feet per minute. 14

L. Video Log/Index - All DVDs shall be permanently labeled and shall be 16 properly identified by number and project title. Each DVD shall have a log 17 of its contents. The log shall describe the various segments of coverage 18 contained on the DVD in terms of the names of the streets or location of 19 easements, coverage beginning and end, directions of coverage, video 20 unit counter numbers, engineering survey or coordinate values (if 21 reasonably available) and the date. 22

M. Area Of Coverage - Recording coverage shall include all surface features 24 located within the zone of influence of construction supported by 25 appropriate audio coverage. Such coverage shall include, but not be 26 limited to, existing driveways, sidewalks, curbs, pavements, drainage 27 system features, mailboxes, landscaping, culverts, fences, signs, 28 Contractor staging areas, adjacent structures, etc. within the area covered 29 by the project. Of particular concern shall be the existence of any faults, 30 fractures, or defects. Coverage shall be limited to one side of the site, 31 street, easement or right-of-way at any one time. 32

N. Costs Of Video Services - The cost to complete the requirements under 34 this section shall be included in the contract items provided in the 35 proposal sheet. There is no separate pay item for this work. 36

PART 2 - PRODUCTS (NOT USED) 38

PART 3 - EXECUTION (NOT USED) 40

END OF SECTION 42

SPECIAL PROJECT PROCEDURES

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SECTION 01 35 00 1

SPECIAL PROJECT PROCEDURES 3

PART 1 – GENERAL 5

1.01 EXISTING UTILITIES 7

A. Where existing utility lines (water, gas, telephone, power, etc.) are 9 intersected by proposed Work, the Contractor shall give a minimum of 10 forty-eight (48) hours notice to the owners of such utilities to permit them to 11 locate their lines prior to construction. The "Sunshine 811" Utility Notification 12 Center shall be contacted at 811 or (800) 432-4770 at least forty-eight (48) 13 hours prior to start of excavation. Utilities, which are not members of the 14 Utility Notification Center, shall be contacted individually by the Contractor. 15

1.02 REPAIRS 19

A. WORK SCHEDULE AND EMERGENCY RESPONSE TIME 21

1. Emergency response by the Contractor will be required within four 23 hours of notice by telephone of required repair. The arrival of a repair 24 crew will be required within four hours of the Contractor's telephone 25 response and assessment of the emergency situation. 26

2. The County will furnish the Contractor with the size, approximate 28 depth and general location of the proposed repair. The Contractor 29 shall be required to commence work on each assignment within ten 30

(10) consecutive calendar days after the date contained in each 31 written Notification to Proceed (unless such time is extended in 32 writing by the County), and will be obligated to pursue the Work on 33 each assignment with expeditious continuity until completion. The 34 County may order the Contractor to proceed with the Work at a faster 35 rate should a backlog of projects develop. In all cases, the 36 Contractor will be required to begin restoration work within two 37 working days and complete restoration work within ten (10) 38 consecutive calendar days following approval of the repair by the 39 Engineer. At the County's option, the maximum number of repairs 40 assigned to the Contractor at one time may be a maximum of fifteen 41 (15). 42

3. Each notification to proceed shall be accompanied by or preceded by 43 Project Documents provided by the County, plus other information 44 including photographs (when available). 45

07/08/18 01 35 00 - 2 PC-STS

B. Field Layout 1

1. The County supplied Project Documents, containing all applicable 3 information available in GIS system including street address and 4 other pertinent information will identify the general location of the 5 repair. If there is evidence of the defect visible from the surface, such 6 as a depression, the Contractor shall center his excavation on the 7 evidence. If there is any question as to the general location 8 described by the County, the Contractor shall approach the Engineer 9 and address the questions before beginning with the excavation. 10

C. Restoration Schedule 12

1. All restoration work must be completed within ten (10) consecutive 14 calendar days following approval of work at any given site. If the 15 restoration work does not progress to the satisfaction of the Engineer, 16 the Contractor may be directed to cease repair operations until such 17 time as the Engineer may deem the restoration work completed to a 18 degree permitting the resumption of repair work or the County may 19 elect to perform any such restoration work and bill the Contractor for 20 same. (At Engineer's discretion, payment shall be made by the 21 Contractor direct to the County, or a like amount deducted by the 22 County from monies due the Contractor for Work completed under 23 this Contract). 24

1.03 POTABLE WATER, RECLAIMED WATER AND SANITARY SEWER SYSTEM 26

CONSTRUCTION 27

A. Starting Project 29

1. The Contractor shall notify the Pinellas County Inspector and the 31

Engineer FORTY-EIGHT (48) HOURS prior to starting construction 32 (Saturday, Sunday and Holidays excluded). Upon notification, a 33 meeting will be scheduled between the Pinellas County Inspector 34 and the Contractor to review the plans. 35

B. Required Field Documents 37

1. The Contractor MUST have the following on the job site at all times 39 and readily available prior to any construction: 40

a. The Pinellas County approved "Contractor's Copy" of 42 construction plans stamped by the Florida Department of 43 Environmental Protection (FDEP) or other permitting agency. 44

2. All required permits including: 46

07/08/18 01 35 00 - 3 PC-STS

a. F.D.O.T. 2

b. County 3

c. Florida Department of Environmental Protection (FDEP) 4

d. City/Municipality 5

C. If field conditions require deviation from the approved plans, the 7 Contractor shall notify the Project Engineer of the required change. The 8 Project Engineer will make the necessary changes and submit a revised 9 set of plans to the appropriate agency or agencies for approval. 10

D. All construction is subject to inspection and certain tasks require that the 12

Pinellas County Inspector be on the site to properly document the 13 procedure, test results and/or material used. On the occasions that the 14 Pinellas County Inspector is required on site to observe these tasks, 15 FORTY-EIGHT (48) hours advance notice will be required (Saturday, 16 Sunday and Holidays excluded). 17

E. Should the Contractor suspend work on any given project, the Contractor 19 shall provide written notification detailing the reason for the suspension to 20 Pinellas County within two business days. Additionally, forty-eight (48) 21 hours advance, written notice will be required for a restart of the project. 22

F. Should any materials be installed or backfilled prior to inspection by the 24

Pinellas County Inspector, the facilities are subject to uncovering, 25 exposing, and/or disassembly for inspection. It is preferred that all 26 material expected to be required for the project be on site for initial 27 material inspection prior to commencing the project. Material thus 28 delivered to the job site will be protected and stored as to insure 29 preservation of quality and fitness. 30

G. Meters shall not be installed on potable and reclaimed water systems until 32 all cleanup work is completed and a final inspection has been made by the 33 Pinellas County Utilities Inspector. 34

H. All projects requiring a or Florida Department of Environmental Protection 36

Permit will not receive water service until the Pinellas County Utilities 37 receives a SEALED copy of the Engineer's Certificate of Completion and 38 Compliance (As-built plans, if applicable) and a Release Form from the 39 Florida Department of Environmental Protection (FDEP). The following 40 must also be provided, if applicable: 41

1. Deed and Agreement to Deed to pipelines and appurtenances as 43 additions to Pinellas County Utilities. 44

2. Deed of Conveyance to pipelines 46

07/08/18 01 35 00 - 4 PC-STS

3. Release of Lien/Cost Statement 2

4. Easement 4 I. Taps 6

1. All taps on existing, in service, pressurized mains for development 8 projects will normally be made by Pinellas County personnel. All 9 taps for pressure testing and chlorination will be saddle taps, made 10 by the Contractor. 11

2. The Pinellas County Inspector must be present when the 13

Contractor is working on an existing, in service, pressurized main. 14 The Contractor shall notify all Pinellas County customers (via 15 doorknob hangers) forty-eight (48) hours in advance of any 16 discontinuance of service associated with this work. UNDER NO 17

CIRCUMSTANCES WILL THE CONTRACTOR PERFORM ANY 18

TASK THAT INVOLVES AN EXISTING, IN SERVICE, 19

PRESSURIZED MAIN WITHOUT THE PINELLAS COUNTY 20

INSPECTOR PRESENT ON SITE. 21

3. On development projects, the Project Engineer and/or Contractor 23 will be responsible for staking the location of taps after verifying that 24 the field conditions will permit said location and obtaining 25 concurrence of the Pinellas County Inspector. Following the 26 inspector's field check of the tap location, the inspector will 27 schedule the tap through Pinellas County providing all required 28 paperwork is in order. The inspector will be notified of the day and 29 time for the tap. 30

J. Additional Requirements for Tapping Asbestos Cement Pipe 32

1. All taps in asbestos cement (AC) pipe shall be made with the pipe 34 under pressure using only a tap machine having a built-in flush 35 valve and the flush valve must remain open during the entire 36 procedure. All taps shall be made with the pipe in a wet condition. 37 The pipe shall remain wet throughout the entire tapping process. 38 Extreme care should be taken to prevent any cutting dust from 39 becoming airborne and personal protective equipment should be 40 worn as the condition warrants. 41

2. Coupons from the tapping procedure shall be placed in a "zip lock" 43 type bag in the wet condition. The bag shall be marked with the 44 address where the tap was made and kept for disposal. 45

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3. Water samples shall be taken, as special situations arise or as 1 determined necessary by Utilities Water Quality Management, from 2 the closest in line point downstream from the tap position. Samples 3 shall be taken from this same point before and after the tap has 4 been completed. 5

4. Open sample source and let water run for three to five minutes. 7

Collect sample in an approved container, available from the Utilities 8 lab, marking the container with the same location information as the 9 coupon. Fill out the chain of custody sheet, also available from the 10 Utilities lab and deliver sample to the Utilities lab. The Utilities lab 11 will send the sample off for analysis. 12

5. Disposal of the removed coupons shall become the property of the 14

Contractor unless directed otherwise by the County. 15

K. Additional Requirements for Tapping Concrete Pressure Pipe 17

1. Requirements for tapping concrete pipe shall be addressed on a 19 case-by-case basis and specifications for such shall be included in 20 the Special Provisions. Specifications shall be developed based on 21 the pipe manufacturer's recommendations for the specific 22 application. 23

2. All requirements shall be in accordance with the pipe 25 manufacturer's and the tapping device manufacturer's 26 recommendations. 27

PART 2 – PRODUCT (Not Used) 29 PART 3 – EXECUTION (Not Used) 31

END OF SECTION 34

REFERENCE STANDARDS AND DEFINITIONS

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SECTION 01 42 01 1

REFERENCE STANDARDS AND DEFINITIONS 3

PART 1 - GENERAL 6

1.01 REQUIREMENTS INCLUDED 8

A. Abbreviations and acronyms are used in the Contract Documents to 10 identify reference standards. 11

1.02 QUALITY ASSURANCE 13

A. Application: When a standard is specified by reference, comply with 15 requirements and recommendations stated in that standard, except when 16 requirements are modified by the Contract Documents, or applicable 17 codes establish stricter standards. 18

B. Publication Date: The publication in effect on the date of issue of 20

Contract Documents, except when a specific publication date is specified. 21

1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OF ORGANIZATIONS 24

A. Obtain copies of referenced standards direct from publication source, 26 when needed for proper performance of Work, or when required for 27 submittal by Contract Documents. 28

AA Aluminum Association 30

900 19th Street NW 31 Washington, DC 20006 32

AASHTO American Association of State Highway 34 and Transportation Officials 35 444 North Capitol Street, NW Suite 249 36

Washington, DC 20001 37 ABPA American Backflow Prevention Association 39 PO Box 3051 40 Bryan, Texas 77805-3051 41

ACI American Concrete Institute 43

38800 Country Club Drive 44 Farmington Hills, MI 48331 45

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AI Asphalt Institute 1 2696 Research Park Drive 2 Lexington KY 40511 3

AISC American Institute of Steel Construction 5

One East Wacker Drive 6 Suite 3100 7 Chicago, IL 60601-2001 8

AISI American Iron and Steel Institute 10

1140 Connecticut Avenue 11 Suite 705 12 Washington DC 20036 13

ANSI American National Standards Institute 15

1819 L Street, NW 16 Washington, DC 20036 17

ASME American Society of Mechanical Engineers 19

Three Park Avenue 20 New York, NY 10016-5990 21

ASTM American Society for Testing and Materials 23

100 BarrHarbor Drive 24 West Conshohoken, PA, 19428 25

AWWA American Water Works Association 27

6666 W. Quincy Avenue 28 Denver, CO 80235 29

AWS American Welding Society 31

550 N.W. LeJeune Road 32 Miami, FL 33126 33

CRSI Concrete Reinforcing Steel Institute 35

933 N. Plum Grove Road 36 Schaumburg, IL 60173-4758 37

CSI Construction Specifications Institute 39 99 Canal Center Plaza, Suite 300 40 Alexandria, VA 22314 41

FS Federal Specification General Services 43

Administration Specifications and Consumer 44 Information Distribution Section (WFSIS) 45 470 L'enfant Plaza – Suite 8100 46

Washington, DC 20407 47

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NEMA National Electrical Manufacturers' Association 1 1300 North 17th Street 2 Suite 1847 3 Rosslyn, VA 22209 4

PCA Portland Cement Association 6

5420 Old Orchard Road 7 Skokie, IL 60077 8

PCI Prestressed Concrete Institute 10

209 W. Jackson Blvd. 11 Chicago, IL 60606 12

SSPC Society for Protective Coatings 14 40 24th Street,. 6th floor 15 Pittsburgh, PA 15222 16 UL Underwriters' Laboratories, Inc. 18 333 Pfingston Road 19 Northbrook, IL 60062 20 USC University of Southern California 22

Foundation for Cross-connection Control and 23 Hydraulic Research 24 Los Angeles, CA 90089 25

B. The following terms when used within these specifications shall be 27 defined as follows: 28

ADMINISTRATION – shall mean the Pinellas County Administration. 30 APPLICANT – Shall mean any person making a request for service to be 32 rendered or furnished by the County. 33 BACKFLOW PREVENTION DEVICES – shall mean either double check 35 valves (DPV) or reduced pressure (RP) principle devices which protect the 36 potable water system at the service connection by isolating within the 37 customers premises actual or potential pollution or contamination through 38 cross-connection. 39

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) 42

– shall mean the particular agency that is the delegated authority for the 43 Safe Drinking Water Act Program effective July 9, 2007 which includes all 44 permitting and compliance for public drinking water programs. 45

07/08/18 01 42 01 - 4 PC-STS

PRIVATE FIRE LINES – shall mean unmetered fire lines installed on 1 private property which serves fire hydrants, sprinkler systems or such 2 intermittent usages. 3 PRESSURE REDUCING VALVE – shall mean a device utilized to reduce 5 the pressure in a water or reclaimed water main to a preset value, usually 6 to provide proper service pressures. Also known as a PRV. 7 WATER QUALITY DIVISION – shall mean that division of the Pinellas 10 County Utilities that is responsible for the supervision of proper 11 chlorination of new or existing water lines. Works in conjunction with the 12 inspector to flush, chlorinate and draw samples for testing. They do not 13 get involved past master meters, dual check valve assembly (DCVA)'s or 14 domestic water lines. 15

PART 2 - PRODUCTS (NOT USED) 17

PART 3 - EXECUTION (NOT USED) 19

END OF SECTION 22

TRAFFIC REGULATION

07/08/18 01 55 26 - 1 PC-STS

SECTION 01 55 26 1

TRAFFIC REGULATION 3

PART 1 – GENERAL 5

1.01 WORK INCLUDED 7

A. This item will consist of providing, installing, moving, replacing, 9 maintaining, cleaning and removal upon completion of Work, all signs, 10 barricades, pavement markings, barriers, cones, lights, signals and other 11 devices necessary for the safe movement of all vehicular and pedestrian 12 traffic through and within the Project. 13

B. The Contractor shall arrange his work so that there will be as little 15 disruption of traffic as possible. 16

C. The Contractor shall have a Certified Worksite Traffic…