5-Part III.pdf

PART III - TECHNICAL SPECIFICATIONS

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PART III - CONTENTS

00-0000 General Requirements 1 - 5

01-0000 Summary of Work 1 - 4

01-0100 Mobilization and Close-Out 1 - 3

01-0200 Maintenance and Protection of Traffic During Construction 1 - 2

01-0300 Painting Traffic Lines and Markings and Signs 1

01-0400 Dust Control 1

01-0500 Unforeseen Project Water Pollution Control (Soil Erosion) 1

01-0600 Submittals 1 - 4

01-0800 Special Requirements 1

01-0900 Color Audio - Video - Electrography 1 - 3

01-1000 Temporary Facilities and Controls 1 - 4

01-1100 PA One Call 1

01-3010 Drain Cleaning/Flushing 1

02-0410 Selective Demolition 1 - 5

02-2120 Shoring and Bracing 1 - 2

03-0065 Cleaning Concrete Surfaces 1 - 2

03-0100 Maintenance of Concrete 1 - 5

03-3300 Cast-In-Place Concrete 1 - 15

03-3350 Concrete Repairs 1 - 5

03-9300 Concrete Rehabilitation 1 - 5

04-0513 Horizontal/Vertical Overhead Repair Mortar 1 - 5

04-0531 Masonry Tuckpointing 1 - 3

07-0790 Joint Sealants 1 - 4

09-6000 Deck Floor Finishes 1 - 5

09-8800 Protective Coatings 1 - 4

09-9100 Painting 1 - 3

NOTE: All Work under this Contract shall meet PennDOT, Publication 408 Specifications, as last revised, in addition to the Contract Document Specifications and plans attached herein.

GENERAL REQUIREMENTS

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SECTION TECHNICAL SPECIFICATIONS’ NAME SUBMITTALS

01-0800 Special Requirements N/A

01-0900 Color Audio - Video - Electrography

At Contractors own expense, a sample 3/4 inch color video tape meeting the exact contract requirements. Videos may be taken with cell phones and E-mailed to the Engineer or put on a thumb drive and delivered to the Engineer.

01-1000 Temporary Facilities and Controls Per Contract Documents

01-1100 PA One Call Complete PA One Call

01-3010 Drain Cleaning/Flushing Per Contract Documents

02-0410 Selective Demolition

A. General: Submit the following in accordance with the referenced specification sections.

B. Submit a schedule to state the proposed sequence of operations for selective demolition work for review prior to the start of work. As required, include coordination with other entities for shutoff, capping and continuation of utility services. Also include means and methods by which protection will be provided to minimize dust and noise during demolition operations.

1. The parking structure shall be closed during demolition and repair activities.

2. Provide a detailed sequence for demolition and repair activities to coordinate with the

Owner’s needs for the parking structure.

3. For bidding purposes, assume all parking spaces will be removed from service for demolition and repair activities. This quantity shall include the number of parking spaces on the parking level being worked on.

4. Contractor shall review with the Owner the types of proposed equipment to be used during demolition and repair activities and obtain the Owner’s approval prior to use.

C. Plans, details, and calculations, signed and sealed by a professional engineer registered in the

Commonwealth of Pennsylvania, shall be provided for areas that require temporary shoring during demolition and repair activities.

02-2120 Shoring and Bracing Per Contract Documents

03-0065

Cleaning Concrete Surfaces Per Contract Documents

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03-0100 Maintenance of Concrete

A. Submit two copies of manufacturer's literature, to include: Product Data Sheets (PDS), and appropriate Safety Data Sheets (SDS).

B. Submit copy of Certificate of Approved Contractor status by manufacturer.

03-3300 Cast-In-Place Concrete the Shop Drawing Section.

B. Product Data: Submit manufactures’ data on manufactured products showing compliance with specified requirements and installation instructions.

Including:

1. Reinforcement

2. Forming Accessories

3. Admixtures

4. Patching compounds

5. Curing compounds

6. Connection hardware for Double Tee beams

C. Shop Drawings:

1. Formwork, with calculations prepared, signed and sealed by an Engineer licensed in the State of Pennsylvania.

D. Laboratory test records: Submit field or laboratory test records used to document the proposed concrete mixture will achieve the required average compressive strength and specified requirements for each class of concrete. Field test records must be from concrete supplied from the same production facilities proposed for the work. Test data shall be from concrete mixtures containing similar materials proposed for work.

E. Submit to the Engineer mix designs for review of the concrete specified herein, including the following information:

1. Design mix method

ACI 318-77

2. Weight of material per cubic yard

ASTM C 29

3. Type of cement and manufacturer

ASTM C 172

4. Cement content, bags per cubic yard

5. Amount of superplasticizing agent

6. Water-cement ratio

7. Amount of air-entraining agent

ASTM C 231

8. Volumetric air content – percent

ASTM C 173

9. Sieve analysis and source, coarse aggregate

ASTM C 13, C 33, C 330

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03-3300 Cast-In-Place Concrete (Continued)

10. Sieve analysis and source, fine aggregate

ASTM C1 36, C 33, C 330

11. Weight, hardened – pounds per cubic foot

ASTM C 138

12. Slump range

ASTM C 143

13. Seven-day compressive strength

AASTM C 31, C 39

14. Twenty-eight day compressive strength

ASTM C 31, C 39

F. Project Record Documents: Accurately record actual locations of embedded utilities and components – if any – that will be concealed from view upon completion of concrete work.

H. Materials certificates: Material certificates, issued and signed by manufacturer and the Contractor, certifying that each material item complies with or exceeds specified requirements, may be submitted in lieu of materials laboratory test reports when permitted by the engineer. Provide certification from admixture manufacturers that chloride content complies with specification requirements.

I. Batch tickets stating project name, project number, date, mix designation, mix type, quantity and amount of water added are to be provided for each batch used in work.

03-3350 Concrete Repairs

A. General: Submit the following to the engineer in accordance with the Specification Sections.

B. Design Mix: For repairs where Contractor elects to use a mix design in lieu of a patching material, a mix design is to be submitted to the engineer in accordance with Specification and meeting the mix design criteria as defined in Section 03-03300.

C. Where a patch material is not used, submit to the

Engineer mix designs for review of the concrete specified herein per section 03-03300.

D. The following patching materials are acceptable for use:

1. Horizontal repair of concrete:

a. SikaRepair 222

b. USCP Deck mix AE

2. Vertical and overhead concrete repair:

a. SikaRepair 223

b. SikaQuick VOH

c. USCP Thinpatch V/O

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03-3350 Concrete Repairs (Continued)

3. Fast setting concrete mix for use at approved locations:

a. US Concrete Products HP Concrete

b. Sakrete Fast Setting Concrete Mix

4. Alternate patching materials may be submitted to engineer for approval.

E. Contractor shall create and maintain plan drawing locating all concrete repair locations performed.

Location, size of patch and repair material is to be noted on the plan. Size of patches are to be verified by the engineer prior to placement of concrete.

03-9300 Concrete Rehabilitation

Submit two copies of manufacturer's literature, to include:

Product Data Sheets, and appropriate Material Safety Data

Sheets (MSDS).

04-0513 Horizontal/Vertical Overhead Repair Mortar

A. Submit two copies of manufacturer's literature, to include: Product Data Sheets (PDS), and appropriate

Safety Data Sheets (SDS).

04-0531 Masonry Tuck Pointing Per Contract Documents

07-0790 Joint Sealants the Specification sections.

B. Product Data:

1. Installation instructions and warranty language,

2. Certification that product is compatible with the materials it will come in contact with,

3. “Health and Safety Data Sheets”,

4. Manufacturer’s specification including installation and maintenance instructions.

C. Joint Sealant System: For cracks, tee joints, and cove joints.

1. Submit a complete description of the Joint

Sealant System, including sealant material and backer rods or bond breakers. Also, indicate material working requirements, shelf life, and performance data.

2. Submit materials, including color samples of sealants.

3. Submit large scale details of all special conditions, including at curbs, walls, terminations, splices, etc.

4. Submit any other information necessary to show placement and installation procedures of concrete joint sealant system.

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09-6000 Floor Finishes (Decks)

Submit two copies of manufacturer's literature, to include:

Product Data Sheet, and appropriate Material Safety Data

Sheets (MSDS).

09-8800 Protective Coatings

A. Submit two copies of manufacturer's literature, to include: Product Data Sheets, and appropriate

Material Safety Data Sheets (MSDS).

09-9100 Painting

A. Product Data: For each type of product- include preparation requirements, application instructions, and MSDS sheets including VOC content.

B. Samples and Color Chart for Initial Selection: For each type of topcoat product.

C. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

NOTE: All Work under this Contract shall meet PennDOT, Publication 408 Specifications, as last revised, in addition to the Contract Documents Specifications and Plans attached herein.

SECTION 01-0000

SUMMARY OF WORK

1. GENERAL

1.1 Project Description

A. The Project entitled “Ann Street Parking Garage - Rehabilitation of Existing

Parking Garage” is located at 6th and Ann streets in Stroudsburg, PA. The garage is a two-story precast Double T structure containing approximately

150 parking spaces. The work will consist of joint replacement, concrete repairs, and coating and miscellaneous rehab installation and repair work outlined in the Contract Documents. All applicable industry requirements, as well as manufacturers requirements are to be adhered to.

1.2 Summary of Work

A. Provide all labor, material, tools, equipment, and supervision necessary to complete the repairs in the garage as specified herein and as indicated on the drawings in accordance with the manufacturer's most current specifications and details. It is to be noted that the following general description applies for the work as follows:

1. Complete concrete repairs throughout the garage as necessary.

2. Remove and replace all existing sealants throughout the elevated levels of the garage including cove base and at tee-to-tee joints.

3. Clean and paint corroded double tee connectors where identified upon removal of existing sealant. Re-weld or replace shear connectors where identified in collaboration with the engineer.

4. Properly remove and dispose of all debris generated by this work from the project on a daily basis.

5. Provide disconnection and reconnection of drain lines or other utilities as required to complete the work. Work with the Owner to create a detailed timeline for any required disconnection (and reconnection) of the building’s utilities.

6. The Owner shall supply electrical power and water necessary for the proper execution and completion of the work. The Contractor shall supply all other utilities as necessary.

B. The applicable recommendations of the material manufacturers, as well as their requirements and standards are hereby made a part of these specifications, fully, as if repeated herein, and shall be followed except where surpassed by these specifications.

C. For bidding purposes, assume all parking spaces will be removed during demolition and repair activities. This quantity shall include the number of parking spaces on the parking level being worked on as well as the adjacent levels above and below where shoring is required. A phasing plan is required.

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1.3 Related Documents

A. Plans and details prepared by PCI dated April 4, 2025, and general provisions of the Contract, apply to this contract.

B. All applicable industry requirements, as well as all manufacturer(s) installation recommendations and requirements completion of the garage restoration project.

C. The applicable recommendations of the material manufacturers, and their requirements and standards are hereby made a part of these specifications fully, as if repeated herein, and shall be followed except where modified by these specifications.

1.4 Intent of the Specifications

A. The intent of these specifications is to describe the materials and methods of construction required for the performance of the work. When there is a discrepancy between details, the material manufacturer’s data, referenced specifications and standards, and this specification, the item that will best benefit the Owner will govern.

1.5 General

A. Comply with Quality Control, References, and manufacturer’s data.

B. Provide primary products including each type of concrete repair material, joint sealant, and coatings as required to complete the repairs.

C. The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and orders of any public authority bearing on the performance of the

Work. If Contractor performs any Work, knowing it to be contrary to such laws, ordinances, rules and regulations, the Contractor shall assume full responsibility and shall bear all costs.

D. Work performed under this specification shall meet applicable codes, laws and ordinances of the municipal, state and federal departments concerned. Materials and workmanship required by such regulations shall be provided by the Contractor whether or not specifically noted herein.

1.6 Regulatory Requirements and Design Considerations

A. IBC - The International Building Code, (edition recognized by local and state code authorities).

B. U.L. – Underwriter’s Laboratories

C. ASTM – American Society for Testing and Materials

D. ACI – American Concrete Institute

E. PCI – Precast Concrete Institute

F. All Rules and Regulations included in the Contract Documents.

1.7 Contractor Use of Premises

A. Limit use of the premises to construction activities in the garage and those indicated by the Owner as acceptable for use; allow for safe Owner and Tenant occupancy and use by the public.

B. The Contractor will be required to provide and maintain portable toilet facilities on the ground at a location acceptable to the Owner.

C. Portions of the site beyond areas in which construction operations are indicated shall not be disturbed.

D. All existing facilities of the parking garage shall be protected and maintained free of damage. Provision for the existing facilities to remain operating during the period of construction shall be made by the Contractor.

E. Barricades shall be built to fence off all construction areas from unauthorized access. Temporary walkways shall be provided at all entrances of the garage and where walkways are interrupted by the Work.

F. If material suspected of containing hazardous materials is uncovered, notify the building Owner's Representative immediately. If work is stopped, request a time extension in writing in accordance with the General Conditions.

G. Acceptance of use of dumpster and location to be determined by Owner.

1.8 Owner Occupancy

A. The Contractor shall use every available precaution to provide for the safety of the

Owner, visitors to the site, tenants, the general public and all persons connected to the work under the Contract.

1.9 Coordination

A. Provision for the existing facilities to remain operating during the period of construction shall be made by the Contractor, as detailed in the Scope of Work herein.

1.10 Clean-Up

A. Remove markings from finished surfaces. In areas where finished surfaces are soiled by work identified in this section, consult manufacturer of those surfaces for cleaning advice and conform to their instructions, after obtaining approval of the

Owner’s Representative.

B. Bear costs of repairs and restoration of work by others, damaged by Contractor’s materials and/or operations, at no cost to the Owner.

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C. At completion, before Owner’s acceptance of the work, remove all debris and excess materials.

D. Upon completion of the project, the cleanliness of the garage should be returned to the Owner in a similar condition to which existed at the start of the project.

1.11 Housekeeping

A. Keep materials neat and orderly on a daily basis.

B. Maintenance of clean conditions while work is in progress and cleanup when work is completed shall be performed to meet all conditions of this project.

SECTION 01-0100

MOBILIZATION AND CLOSE-OUT

This Work shall consist of assembling all materials, workmen, storage yards and any other materials or facilities as required under this Contract or in reference to any Local, State or Federal regulations pertaining to this Project.

This item shall include the cost of required Insurance, Payment and Performance Bonds, Warranty

Bonds and/or any related initial and final expenses associated with this Project.

This item includes the cost of PA One Call compliance, Temporary Facilities and Controls, necessary Contractors Licenses and Permits (waived), any Agency Inspection Fees, Audio/Video

Record, Schedules, Cleaning and Final Restoration, Dust Control, CPM Schedule, Plan of

Operation, Project Sign and all other incidental items necessary to fully complete the Project, as would be normally expected for a Project of this nature in the location of Work, not covered by unit, alternate or lump sum price.

2. MATERIALS

A. Materials under this part of this Specification are limited to those required for

Mobilization for each Contractor but not intended for incorporation in the completed Contracts.

3. EXECUTION

A. All equipment required to diligently start the respective Contractors construction

Work shall be on the site in satisfactory operating condition. The physical construction facilities, personnel and equipment shall be set up and operating at the required efficiency to diligently pursue the Work. No mobilization / demobilization costs will be paid to relocate material or equipment.

4. CLEANING-UP

A. In addition to the requirements of the General Conditions and to the requirements for special cleaning in the various other sections of the Specifications, the

Contractor, except as noted, shall perform final cleaning as follows:

1. Dust, and if necessary wash, all adjacent vehicles and/or structures.

B. Final cleaning shall be performed after the Work is completed and immediately before turning the Work over to the Owner.

C. Cleaning materials shall be free from harmful abrasive and shall be acceptable to the Manufacturers of the materials on which they are used.

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MOBILIZATION AND CLOSE OUT

D. Each Contractor shall remove all his field offices, storage facilities and any other materials or items that were used by him during construction and not incorporated into the Project. Leave these temporary service areas in a clean condition and repair or replace any damaged areas ready to be turned over to the Owner.

5. FINAL RESTORATION

A. In addition to the requirements specified in the various Sections of these

Specifications each Contractor shall make final restoration of all areas disturbed by his temporary construction facilities such as, but not limited to, office and storage trailers.

B. In general, the Contractor shall repair all walks, roadways and any other areas damaged during construction, inside or outside the construction limits, to the satisfaction of the Engineer.

6. RECORD DRAWINGS

A. Contractor shall prepare one set of white prints for the purpose of recording as-built conditions. The As-Built “Record Drawings” shall be furnished, reviewed and approved prior to the release of the final payment.

B. These prints shall be marked "Record Drawings" and maintained at the Project Site.

Each Contractor shall record on the prints all deviations from the Contract

Drawings, at the time that such deviations are made.

1. All changes made in construction of the Project, as well as a complete record of the exact manner in which Work is installed, shall be recorded on the prints. Dimensions shall be included where necessary to accurately locate underground electrical feeds, piping, wyes and laterals and other items which shall be concealed in the finished Work and which may later be necessary to locate for service.

2. Record plans shall show all vertical and horizontal location of all under-ground facilities. Drawings shall indicate a profile showing the depths where rock was encountered and all other changes made to the Contract

Drawings. The Resident Project Representative shall provide the

Contractor with a sample Record Drawing at the time of construction.

C. A complete file of accepted field sketches, diagrams, and other changes as may become necessary during the progress of the Work shall also be maintained and attached to the set of marked-up prints.

D. At completion of the Work, the respective Contractor shall provide, for the information of the Engineer, each sheet of marked prints and all accepted field sketches and diagrams.

E. Before Final Application for Payment is processed, deliver “Record Drawings” in a clean and neat condition to the Engineer.

7. INSPECTION FEES

No Owner’s Representative inspection fees are to be paid by the Contractor.

8. INITIAL PAYMENT

A. Fifty percent (50%) of the price bid for Mobilization and Close-Out shall be payable to the respective Contractor whenever five percent (5%) of the Work of the Contract is completed. For the purposes of this item five percent (5%) of the Work shall be considered completed when the total of payments earned, exclusive of the amount bid for this item, as shown on the monthly certificates of the approximate quantities of Work done, prepared in conformance with the General Conditions shall exceed five percent (5%) of the total price bid for this Contract.

9. FINAL PAYMENT

A. The final fifty percent (50%) of the price Bid for Mobilization and Close-Out shall be payable to the respective Contractor when the following Work has been performed:

1. Completed all of the Work.

2. Clean-up and all final restoration of all disturbed areas related to the Contract.

3. Delivered all required documents enumerated in the Specifications including,

a. Required warranties and guarantees

b. Special bonds

c. Certificates from Manufacturers and Suppliers

d. Certificates from regulatory agencies and/or authorities

e. Maintenance and equipment instructions

4. Delivered, properly executed, the following:

a. Contractor's Affidavit

b. Statement of Surety Company (with Power of Attorney and

Statement of Surety's Financial Conditions)

c. Two Year Maintenance Bond (s) (with Power of Attorney and

Statement of Surety's Financial Conditions)

d. Contractor's Release

10. INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES

A. No inspector's field office shall be required for this Project.

B. The Work shall, at all times, be made available for inspection by the Engineer, Resident Project Representative, Owner and all agencies having jurisdiction over the Work.

SECTION 01-0200

MAINTENANCE AND PROTECTION

OF TRAFFIC DURING CONSTRUCTION

This Work is for the maintenance and protection of pedestrian and vehicular traffic adjacent to and within the construction area of all Work areas on this Project and for all costs associated with detours and maintaining detours, including permits from the respective review agencies and for all flag persons. Traffic shall mean vehicular and pedestrian travel within or adjacent to the Project area.

2. MATERIAL

Furnish material and traffic control devices necessary for the maintenance and protection of traffic, and conforming to the Traffic Control Plan; 67 PA Code, Chapter 211 and 67 PA Code, Chapter

203; and, if required as follows:

- Temporary Concrete Barrier - Section 627.2

- Reset Temporary Concrete Barrier - Section 628.2

- Temporary Signing and Detour Signing - Section 1103

Storage of materials and equipment is prohibited on the pavement and shoulder (30 ft. from edge of pavement.)

A. General:

References and comply with the requirements of 67 PA Code, Chapter 203. Install and maintain the traffic control devices on a Traffic Control Plan or an accepted alternate plan, approved by the Engineer, submitted at the preconstruction conference. The Traffic Control Plan may be revised by the Engineer, in writing.

Schedule construction operations to permit movement of traffic, during the various phases of construction, with minimum interference. If traffic interruptions become too frequent, cease operations in the area concerned, as directed. Take satisfactory remedial action to correct the situation before continuing operations.

Traffic control devices shall include painted lines and markings, removal of existing lines and markings and restoration of lines and markings at the end of the construction Work.

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B. Accommodation of Traffic:

For indicated detours, furnish, erect, maintain, and remove the detour signs, unless otherwise specified. Also, temporarily cover, revise, or remove existing permanent guide signs, in the vicinity of the construction site and in accordance with the detour signs.

Erect, maintain, and remove the detour signs and the modification of directional signs, as indicated, and as required for construction conditions. Restore original signs to their original state upon removal of the detour. Provide adequate flag persons, watch persons, and other personnel to adequately protect the traveling public, workers, inspectors, equipment, both public and private, from accident, injury, or damage at all times.

Do not start Work until the traffic control plan Schedule and operation methods have been reviewed and accepted.

4. MEASUREMENT AND PAYMENT

Seventy-five percent (75%) of the price bid for traffic control shall be payable to the respective

Contractor prorated over the Contract time with twenty-five percent (25%) of the price bid held until substantial completion of the Contract. All traffic control expenses shall be at the lump sum bid price shown on the Bid Form, complete in place in accordance with the Contract Documents and good construction practices, including all materials, operation, workmanship and appurtenances for a complete job and shall NOT be paid separately under this Contract.

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SECTION 01-0300

PAINTING TRAFFIC LINES AND MARKINGS AND SIGNS

This Work is the repainting of the parking decks using materials supplied by the General

Construction Contractor meeting the requirements of PennDOT, Publication 408 Specifications, Sections 900 through 966 inclusive, as last revised, and these Contract Documents and Plans.

Repainting consists of parking stalls, hatch lines, directional arrows and any other markings disturbed during construction.

If any signs were required to be removed during the rehabilitation process, reinstallation is required.

2. MEASUREMENT AND PAYMENT

This work will be paid for at the contract lump sum price for all Work, which price shall include all labor, materials, testing, submittals, tool and equipment incidental to the completion of these items. All costs incidental to the disposal of sludge, dirt, sand, gravel, roots, grease, and other debris to an approved PA DEP disposal site will be included in the price above.

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PAINTING TRAFFIC LINES AND

MARKINGS AND SIGNS

SECTION 01-0400

DUST CONTROL

Maintain Dust Control necessary for the duration of the Project to avoid unstabilized areas.

Submit methods of Dust Control and plan of operation at the preconstruction conference for review and approval by the Engineer.

Methods of Dust Control shall include use of water, approved Dust Control chemicals, vacuum sweeping and barricading Work, as required. No oil is allowed for dust control nor is broom sweeping allowed.

Do not start Work until the Dust Control Plan, Schedule and operation methods have been reviewed and accepted.

Adequate water and/or vacuum shall be used during all cutting operations to prevent airborne dust.

The Engineer shall have the authority to order Dust Control Work to be completed by others if the

Contractor fails to correct inadequate Dust Control within 24 hours of notice and deductions from the Contractors payment shall be made to pay for dust control.

All Dust Control expense shall be included in the Mobilization/Demobilization lump sum bid price shown on the Bid Form, complete in place in accordance with the Contract Documents and good construction practice, including all materials, operation, workmanship and appurtenances for a complete job and shall NOT be paid separately under this Contract.

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DUST CONTROL

SECTION 01-0500

UNFORESEEN PROJECT WATER POLLUTION CONTROL

(SOIL EROSION)

This Work is construction of temporary control measures, as ordered during the Contract life, to control water pollution meeting the requirements of PennDOT, Publication 408 Specifications, Section 845, as last revised and Monroe County (or other applicable) Conservation regulations.

When and as directed during construction, provide temporary pollution and erosion control measures to prevent or abate unforeseen conditions. All work shall be completed to prevent sedimentation from leaving the project area.

This item shall be included in the Mobilization/Demobilization lump sum bid price shown on the

Bid Form, complete in place, in accordance with the Contract Documents and good construction practice, including all materials, operation, workmanship and appurtenances for a complete job.

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UNFORESEEN PROJECT WATER POLLUTION CONTROL

SECTION 01-0600

SUBMITTALS

The Contractor shall be responsible for preparing a CPM Schedule, Cash Flow Projection

Schedule, Plan of Operation and other submittals outlined in the Contract Documents for the entire

Project and shall include all Subcontract Schedules for the Work.

Each Contractor shall process the Shop Drawings required by his Contract to the Engineer and he shall be responsible for their timely submission in accordance with the Shop Drawing Schedule which is included in the overall progress or Work Schedule as described in item 3 of this Section.

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

All submissions shall be marked with the Specification section containing the item submitted for review.

Revised Shop Drawings submitted for review shall be marked "Resubmission".

"Or Equal" items for all equipment and materials shall be considered for approval.

2. SUBMITTAL PROCEDURES

All submittals shall be delivered to the Engineer for approval within 10 days of Notice to Proceed.

The Engineer shall screen the submittals to insure that they have been properly certified and identified by each Contractor. If they are submitted properly, the items shall be processed for review, acceptance and/or resubmission.

The processed submittals shall be returned to the Contractor within 20 days of receipt by the

Engineer.

3. SCHEDULE

The General Contractor shall prepare a CPM Schedule for the entire Project, showing the order in which each Contractor proposes to carry on his Work and salient features, including submission of Shop Drawings and samples and procurement of materials, to meet date of completion. The other Contractors shall be consulted in the preparation of this Schedule and shall signify their approval of the finished Schedule by their signature.

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

Schedule.

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4. SUBMISSION

Submit four (4) copies of the CPM Schedule to the Engineer for review within fifteen (15) days after award of Contract. Weather related days shall be included in the CPM Schedule. Update and resubmit CPM Schedule monthly thereafter until completion of the Work. Updated CPM Schedule shall have completed activities removed or indicated as such. Whenever modifications are made to the Contract which add or delete activities and/or revise time of completion, CPM Schedule shall be revised and resubmitted to the Engineer within ten (10) days after such modification is authorized.

In the event that the Work is behind the CPM Schedule, the CPM Schedule shall be revised, through the use of overtime Work or by other means, to insure that the Work is completed within the Contract time. Under these circumstances, overtime Work to recover the schedule shall be performed at no additional cost to the Owner.

5. SHOP DRAWINGS AND MANUALS

Shop Drawings are defined as drawings, diagrams, illustrations, Schedules, performance chart, brochures and other data prepared by each Contractor which illustrate how specific portions of the

Work shall be fabricated and/or installed.

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

Specifications.

In the instance of a request for a substituted item, each Contractor shall verify that it shall fit into the space allocated to the originally required item giving due regard to all other trade requirements.

Where modifications to the Contract Documents are proposed, the Contractor must clearly indicate such deviation in writing in his transmittal letter. If the modification and/or substitutions are agreed to by the Engineer, the Contract Documents shall be appropriately modified. However when additional Work is required, the Contractor is advised that he must pay the Engineer for redesign to accommodate that revised substitution as well as pay other Contractor’s for extra Work required by them for the change. No increase in the Owner's construction cost shall be allowed.

6. CATALOG SHEETS

For standard manufactured items considered by the Engineer as not requiring special Shop

Drawings, each Contractor shall submit six (6) copies of Manufacturer's catalog sheets showing illustrated cuts of the items to be furnished, all details, sizes, dimensions, performance characteristics capacities, wiring and control diagrams and all other pertinent information.

The Engineer shall retain four (4) copies and return two (2) copies to the Contractor submitting the catalog sheets.

7. SHOP DRAWINGS

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

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

Representative. Any Shop Drawings submitted without the respective Contractor's certification shall be returned without review.

The Engineer shall retain four (4) copies and return two (2) copies to the respective Contractor.

Shop Drawings shall show the principal dimensions, weight, structural and operating features, performance characteristics and wiring diagrams, space required, clearances, type and/or brand of finish or drawing. When it is customary to do so, when the dimensions are of particular importance or when so specified, the drawings shall be certified by the Manufacturer or fabricator as correct for this Contract.

When so specified or if considered by the Engineer to be acceptable, Manufacturer's

Specifications, catalog data, descriptive matter, illustrations, etc., may be submitted for review in place of shop and working drawings. In such case the requirements shall be specified for shop and working drawings, insofar as applicable.

Each Contractor shall be responsible for the prompt submission of all shop and working drawings in accordance with the Shop Drawing Schedule so that there shall be no delay to the Work due to the absence of such drawings.

No material shall be purchased or fabricated especially for this Contract until the required shop and working drawings have been submitted and reviewed as conforming to the Contract requirements.

All materials and Work involved in the construction shall then be as represented by said drawings.

The Engineer's review of shop and working drawings shall follow a general check made to ascertain conformance with the design concept and functional result of the Project and compliance with the information given in the Contract Documents. Each Contractor is responsible for details and accuracy, for conforming and correlating all quantities and dimensions at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the Work of all trades.

No Work shall be started or materials and equipment ordered until submittals are approved.

8. FIELD DISTRIBUTION

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

Each Contractor shall have the overall responsibility for coordinating the necessary information to properly coordinate the Work.

9. SUBMISSION OF SAMPLES

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

Samples of items submitted for destructive tests or for use in testing mixtures with other materials shall not be returned. Review of these items shall be given by letter.

When reviewed, one sample of each item, not submitted for destruction, shall be returned to the respective Contractor and shall be kept and maintained in good condition in the submitting

Contractor's office at the Project site for later use in comparison with material actually delivered for the Work. When samples of large fabricated items or of costly items are required, reviewed samples may be installed in the Work if the exact location of such samples is recorded on the

Engineer's Record Drawings.

10. CERTIFICATIONS AND TESTS

Two (2) copies of certifications and reports of tests when required under the various sections of the Specifications shall be submitted to the Engineer.

11. AS-BUILT PLANS

Contractor must submit one As-Built Plan from the field within 10 days of Substantial Completion.

Final Completion will not be approved until as built plans are submitted and approved by the

12. MEASUREMENT AND PAYMENT

Shop Drawings, submittals, samples, certifications and tests, CPM Schedule, and Plan of

Operation shall be included in the Mobilization/Demobilization lump sum bid price shown on the

Bid Form, complete in place, in accordance with the Contract Documents and good construction practice, including all materials, operation, workmanship and appurtenances for a complete job and shall NOT be paid separately under this Contract.

SECTION 01-0800

SPECIAL REQUIREMENTS

1. ADDITIONAL CONDITIONS OF THE CONTRACT

These Special Requirements are in addition to, or expansion of the responsibilities of each Contractor noted in the General Conditions.

2. SURVEY OPERATIONS

The Owner shall provide "Reference Marks" for controlling horizontal and vertical alignment and elevation and "Bench Marks" for controlling the vertical alignment for the Project.

The Contractor shall provide "Offset Stakeout" as required for the construction of the Work. This "Offset Stakeout" shall be provided as follows:

A. When the Contractor uses a Laser Beam for his construction, the above data shall be provided at 50 foot intervals.

B. When the Contractor uses any other method for his construction or when grades are

1.0 percent or less, the above data shall be provided at 25 foot intervals.

3. JOB CONFERENCES

Scheduled meetings shall be held at the site at a time mutually acceptable to the Owner, Engineer and Contractor. Unscheduled meetings may be arranged at the request of any party when deemed necessary for the proper execution of the Work.

Meetings shall be conducted by the Owner or his Representative and shall be attended by

Principals or their designated Representatives, of the Contractors and their major Subcontractors.

Instructions delivered or commitments made at these meetings shall be binding on all parties concerned.

4. EXISTING UTILITY SERVICE

The Contractor is specifically required to maintain "in-use" at all times, sanitary sewer lines, sewer laterals, water lines, gas lines, storm water connections, manholes and storm sewer inlets so that no public or private property is damaged, has service interrupted or is inconvenienced due to the construction. Contractor is solely responsible for damage to all utility lines, properly marked, as required by PA One Call and outside of the top and bottom exterior wall of pipe installed.

5. MEASUREMENT AND PAYMENT

Cost for the above Work shall be included in the Mobilization/Demobilization lump sum bid price shown on the Bid Form, complete in place, in accordance with the Contract Documents and good construction practices, including all materials, operation, workmanship and appurtenances for a

01-0800-092325

SPECIAL REQUIREMENTS

SECTION 01-0900

COLOR AUDIO-VIDEO ELECTROGRAPHY

A. Scope:

1. Description of Work

Provide all labor, materials and equipment to furnish color audio-video electrography including still pictures for the entire Project prior to the start of all construction Work.

Provide the Owner with two (2) copies of acceptable audio-video tapes of the total survey.

Work shall consist of, but not be limited to, the following:

a. At no time shall the Contractor be allowed to use any electrical circuits within a building structure in order to protect the electrical circuits from overloading.

b. All videotaping shall be done during regular business hours, unless otherwise specified by the Engineer.

c. The Contractor must enter and leave the Owner’s property in a professional and orderly workmanship-like manner.

2. Field Checks

The Contractor and the Engineer shall review the days taping and, if tapes are judged unsatisfactory, the subject Project area shall be re-taped.

3. Qualifications

a. Owner's Requirements:

The Owner may make such investigation as deemed necessary to determine the ability of the Contractor to perform the Work, and the Contractor shall furnish to the Owner all such information and data for this purpose as the

Owner may request, or modify such justification as submitted by the

Contractor of his ability to perform this Work as specified.

The Contractor shall notify the Engineer seven (7) calendar days prior to beginning of taping.

01-0900-092325

4. Submittals

The Contractor shall submit to the Engineer, prior to starting Work at his own expense, a sample 3/4 inch color video tape meeting the exact contract requirements. Videos may be taken with cell phones and E-mailed to the

Engineer or put on a thumb drive and delivered to the Engineer.

2. PRODUCTS

A. Equipment:

All equipment, accessories and materials to perform this service shall be furnished by the Contractor.

At the bottom of the video, periodic transparent alpha numeric information shall appear. This information shall consist of the name of the Project, name of the area covered, direction of travel, viewing side, etc.

B. Digital:

To preclude the possibility of tampering or editing in any manner, all video recordings must, by electronic means, display continuously and simultaneously generated transparent digital information to include the date and time of recording as well as the corresponding Engineering stationing numbers. The date information shall contain the month, day, and year, i.e., 06/15/2019, and shall be placed directly below the time information. The time information shall consist of hours, minutes and seconds separated by colons, i.e., 10:35:10. This transparent information shall appear on the extreme lower left-hand third of the screen.

3. REQUIREMENTS

A. Multi-Camera Requirements:

The audio-video tape shall consist of one (1) video and two (2) audio tracks, all of which must be recorded simultaneously. All tracks shall consist of original live recordings and thus shall not be copies of other audio or video recordings. Audio track 1 shall contain the narrative commentary of the electrographer recorded simultaneously with his fixed elevation video record of the zone of influence of construction. Audio track 2 shall contain the narrative commentary and evaluations of the ground level remote technician whose function shall be to provide a complete circumspection of any features not adequately visible to the electrographer and to describe in detail the extent of any unusual features encountered.

In order to maintain viewer orientation, transition from fixed camera overview to remote camera picture shall be by means of an electronic dissolve.

B. Lighting Requirements:

The color audio-video tape recording of surface features of the Project area located within the area of coverage of construction specified by the Engineer shall have the following minimum lighting:

1. In order to produce the proper detail and perspective, a minimum of 25,000 watts or 3400 Kelvin temperature lighting shall be required to fill the shadow area caused by all objects.

AREA TYPICALLY CHARACTERIZED BY AVE RATE MAX

High Density Ann Street Parking Garage 30 ft/min.

The Owner shall have the authority to designate what areas may be omitted or added for audio-video coverage.

The color audio-video tape recording of exterior surfaces of existing buildings and miscellaneous structures in the area of the Project as requested by the Engineer shall have the following tape coverage:

A. Taped coverage shall include all surface features located within the area of coverage of construction supported by appropriate audio description. Audio description shall be made simultaneously with video coverage. Building exterior coverage shall include, but not be limited to, all masonry features of the building such as walls and foundations.

B. An electronic insert showing the exterior view of the Project being recorded shall be displayed in the upper right-hand corner of the television picture. This view shall be no larger than 20% of the picture area and must begin showing the address before the 360 degree pan. The electrographer shall pan and zoom in and out as to control sufficiently the clarity of objects being viewed and shall not exceed a rate of more than 2 inches per second on telephoto zoom.

C. All videotaping shall be done during regular business hours unless otherwise specified by the Owner.

4. MEASUREMENT AND PAYMENT

Color Audio-Video Electrography shall be included in the Mobilization/Demobilization lump sum bid price on the Bid Form, complete in place, in accordance with the Contract Documents and good construction practices for a complete job, including all materials, operation, workmanship and appurtenances for a complete job and shall NOT be paid separately under this Contract.

SECTION 01-1000

TEMPORARY FACILITIES AND CONTROLS

A. Scope:

The Contractor is referred to conditions and requirements given in various Sections of the

Specifications insofar as such documents affect the Work of this Section.

2. OCCUPYING PRIVATE LAND

Written consent from the Private Owner(s) shall be obtained by the Contractor prior to entering of/or occupying with men, tools, materials or equipment any land other than his property or that of the Owner for any purpose related to his performance of the Work on this Contract.

3. PROTECTION OF EXISTING UTILITIES

The Contractor shall conduct his operations and take all special precautions necessary to protect equipment, utility lines, roadways and subsurface, submerged and overhead facilities which are to remain in place and undisturbed by his operations under this Contract. The Contractor shall immediately notify the Owner of the facilities or areas which are disturbed, damaged or injured as a result of the Contractor's operations, and determine the proper method of replacing or repairing the affected facilities at least to the conditions which existed prior to the Contractor's operations.

The Contractor shall, at his own expense, replace, repair or restore the affected facilities or areas to their original condition or shall reimburse the Owner of said facilities or areas for such expenses as the said Owner may accrue in performing the Work, and the Contractor shall not be entitled to receive additional compensation under this Contract for such Work.

4. INTERFERENCE WITH/AND PROTECTION OF STREETS

The Contractor shall not close or obstruct any portion of a street, road or private way without obtaining permits therefore from the Owner. If any street or private way shall be rendered unsafe by the Contractor's operations, he shall make such repairs or provide such temporary ways or guards as shall be acceptable to the appropriate authority.

The Contractor shall assume full responsibility for the maintenance and restoration of those areas within the construction area and also those adjacent roadways on which equipment must operate to reach the construction area.

Street, roads, private ways and walks not closed shall be maintained passable by the Contractor at his expense, and the Contractor shall assume full responsibility for the adequacy and safety of provisions made.

The Contractor shall, 48 hours in advance of closing any street, notify the Owner, police and fire departments in writing, and notify County Emergency Response Agency, with a copy to the

01-1000-040425

Contractor shall cooperate with the police department in the establishment of alternate routes and, at his own expense, shall provide adequate, plainly marked detour signs.