01 1100-1 (3/26) 251051_400_01 1100.docx

SECTION 01 1100

SUMMARY OF WORK

PART 1 - GENERAL

1.01 DESCRIPTION

A. The work to be done under this Contract consists of all labor, equipment and materials, and other facilities necessary and proper to complete the following:

The project consists of the repair and replacement of twenty-eight stormwater structures (2’x4’ and 2’x6’) at locations within the City consisting of inlet grates (bike safe), inlet tops and risers, and/or inlet boxes, and includes the replacement of approximately 125 linear feet of existing storm pipe with 15-inch HDPE storm sewer pipe, the repair of a section of 42-inch diameter brick pipe, and the incidental replacement of concrete curb and pavement restoration (temporary and permanent).

B. The Drawings and Specifications are intended to cover a complete project, and it shall be thoroughly understood that failure to mention specifically any work which would naturally be required to complete the project shall not relieve CONTRACTOR of his responsibility to perform such work.

1.02 REFERENCED STANDARDS AND SPECIFICATIONS

A. All work shall comply with the current issues of the following codes, regulations, and requirements

(this list may not be inclusive; failure to mention any specific code, regulation, or requirement does not relieve the CONTRACTOR from complying with such):

1. Pennsylvania Department of Labor & Industry, Regulations for Trenches, and Excavations.

2. Federal and State Air Pollution Regulations.

3. OSHA - Occupational Safety and Health Administration.

4. ASTM - American Society of Testing and Materials.

5. PennDOT - Pennsylvania Department of Transportation Publications 72, 213, 408 and TC-

8600.

6. DEP - Pennsylvania Department of Environmental Protection - Erosion and Sedimentation

Control, and Sewerage Manual.

7. AASHTO - American Association of State Highway and Transportation Officials.

8. All codes and regulations of West Goshen Township.

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1.03 EQUAL OR APPROVED EQUAL

A. In the various detailed sections of the Specifications, where any item of material or equipment is specified by proprietary name, trade name, and/or name of one or more manufacturers, without the addition of such expressions as “or equal”, it is to be understood that these items are so specified for reasons of standardization or for special requirements of the job. For items so specified, no substitute products will be acceptable.

B. In the various detailed sections of the Specifications, where any item of equipment is specified by proprietary name, trade name, and/or name of one or more manufacturers, with the additions of such expressions as "or equal", it is to be understood that equal quality equipment or products, of either a manufacturer named or of a manufacturer not named, which meet the detailed requirements of the specifications, are intended and are subject to the acceptance of the ENGINEER as to the equality thereof. It is distinctly understood that: (1) the ENGINEER is to use his own judgment in determining whether or not any item of equipment or product proposed is equal to that specified;

(2) the decision of the ENGINEER on all such questions of equality shall be final; and (3) in the event of any adverse decision by the ENGINEER, no claim of any sort shall be made or allowed against the ENGINEER or the OWNER.

C. If, subsequent to the award of the Contract, and in normally rare occurrences, it becomes necessary

(because of delays in delivery, strikes, discontinuance of the manufacture of items specified or the equal thereof, or any other similar reasons) for the CONTRACTOR to request the use of any item of equipment or product which is of a different type than the equipment or product specified, or the approved equal thereof, the ENGINEER at his discretion, may authorize the use of such different type equipment or product of the same, greater or less cost than that specified.

D. In such cases as described in Paragraphs B and C above, the CONTRACTOR shall submit to the

ENGINEER in writing (1) his request for permission to make a substitution, (2) a complete description of the proposed item, including dimensions, operational characteristics, changes (if any) that will be required to other related parts of the work, etc., and (3) full information as to the costs of the item specified, the cost of the different type item being proposed, as well as costs (additional or credits) or changes (if any) to any related parts of the work. Such information shall be in such form and detail as to permit the ENGINEER to check, to his satisfaction, the reason and costs involved. Upon acceptance of the substitution, in writing, the proper credits to be allowed the OWNER or the proper additional payments to be made to the CONTRACTOR represent the difference between the net cost to the CONTRACTOR of the substituted item or material and the price at which he could have obtained the lowest priced item or materials specified.

E. The decision of the ENGINEER, from time to time, as to the proper credits to be allowed by the

OWNER or proper payments to be made by the CONTRACTOR, shall be final and conclusive upon the CONTRACTOR.

1.04 PRIORITY OF AND DISCREPANCIES IN CONTRACT DOCUMENTS

A. If the Bidder or CONTRACTOR finds an error in or a discrepancy between any of the Contract

Documents, such error or discrepancy shall be immediately reported to the ENGINEER for correction. If found during the bidding period, the correction will be issued by Addendum, and if during the Contract period, by field order or change order, as appropriate. No work shall proceed which is affected by the discrepancy prior to the ENGINEER's resolution of the problem.

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B. In general, the plans and specifications are complementary; what is called for by one is as binding as if required by all. All items necessary or incidental to completely construct or erect the work denoted shall be furnished as required to provide a complete operating facility whether specifically detailed by the plans and/or specifications or not.

C. Where dimensions or locations of existing facilities are of importance to the successful performance of any part of the work of this Contract, the CONTRACTOR shall verify the correctness of such dimension or location in the field before any other procedure, whether of manufacture of related equipment or construction of related structure, shall begin. Failure of the CONTRACTOR to follow the required verification procedure here specified shall cause him to waive all right to claim for additional cost by reason on the later discovery of inaccurate dimensions or locations of existing facilities as depicted in the Contract Documents.

D. Should a discrepancy be found to exist between the various Contract Documents, the following order of priority shall be followed in resolving the intent of the affected documents. In decreasing order of importance, the documents are the Specifications; Drawings; Supplementary Conditions.

Further, it shall be understood that, in all cases, calculated dimensions shall prevail over scaled dimensions, and larger-scale drawings shall take precedence over small-scale drawings.

1.05 PRECONSTRUCTION MEETING

A. A pre-construction meeting will be held after awarding of the contract but prior to CONTRACTOR's

Notice to Proceed. A tentative meeting is scheduled for April 17, 2026, at the City of Coatesville, One City Hall Place, Coatesville PA 19320.

B. CONTRACTOR will be notified of any changes to the date and time of this meeting and will be expected to attend with the designated Project Superintendent.

C. CONTRACTOR is required to submit a construction schedule showing the order in which the

CONTRACTOR proposes to carry on the work, the dates on which he will start several of the more salient features, and the contemplated dates for completing the same. The schedule shall be in the form of a progress chart of suitable scale to indicate approximately the percentage of work completed at any time.

1.06 PROGRESS MEETINGS

A. During the construction period, progress meetings shall be held with the ENGINEER at the job site to discuss recent developments and future work plans as they relate to the schedule specified hereinafter.

B. Progress meetings will be held monthly in general, but the interval between meetings may be increased or decreased by the ENGINEER to suit the then-current circumstances.

C. The Construction Manager, CONTRACTOR, and major Subcontractors shall be represented at every meeting by a responsible member of their respective organizations.

D. All decisions and interpretations given by the ENGINEER at project meetings shall be on behalf of the OWNER and shall be conclusive on each CONTRACTOR or Subcontractor affected.

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E. The proceedings of these meetings will be recorded by the Construction Manager, and each required representative at meetings will be furnished one copy.

F. The ENGINEER's act of conducting meetings, recording, and distributing meeting minutes on behalf of the OWNER, shall not be construed as coordinating or scheduling CONTRACTOR's work.

G. If a change of meeting date/time is required due to causes beyond the control of the OWNER or

ENGINEER, the ENGINEER will advise each concerned party in advance of such change.

PART 2 - PRODUCTS

2.01 MATERIALS AND EQUIPMENT

All materials and equipment supplied for use on this project shall be new and purchased specifically for incorporation into the work included in the Contract Documents.

2.02 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Proper and suitable tools, equipment, and appliances for the safe and convenient handling and placing of all materials and equipment shall be used.

B. During loading, unloading, and placing, care shall be taken in handling the equipment and materials so that no equipment or materials are damaged.

C. Any precautions necessary to protect items of equipment and materials from damage while stored on the construction site shall be exercised.

D. The CONTRACTOR shall follow all written instructions and recommendations of the equipment manufacturer and all requirements of the ENGINEER regarding the oiling, exercising, maintenance, and protection of the equipment during storage. It shall be the CONTRACTOR's complete responsibility to satisfactorily store and care for equipment and materials.

E. Equipment may be initially delivered to a warehouse, conveniently located in the vicinity of the site, with the approval of and under such conditions as may be further imposed by the ENGINEER.

2.03 SUPPLIERS/MANUFACTURERS

CONTRACTOR shall provide the names of the suppliers and manufacturers from whom major equipment items will be purchased. The suppliers and manufacturers shall not be altered from those listed without the written approval of the ENGINEER. Only one supplier and manufacturer shall be shown for each equipment item. In the event that the ENGINEER determines that the equipment to be furnished is not equal to the equipment specified, the CONTRACTOR will absorb all costs incidental to changing the equipment to that which is determined to be equal. In no event will there be an adjustment of the bid amount. If the CONTRACTOR is required to change the equipment furnished from that listed on the Bid Form attachment.

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PART 3 - EXECUTION

3.01 INSPECTION

CONTRACTOR is required to carefully examine the site of the work, Drawings, Specifications, applicable State, County, and local codes, and other Contract Documents for the work contemplated, and it will be assumed that he has familiarized and satisfied himself as to the conditions and obstacles to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of these Specifications, Drawings and other Contract Documents. He must also be prepared to execute a finished job in every particular, without any extra charge whatever, except as may be specifically provided for elsewhere in these Contract Documents.

3.02 CONDUCT OF WORK

A. All work shall be subject to the control of the ENGINEER and the OWNER. In the performance of the work, the CONTRACTOR shall abide by all orders, directions, and requirements of the ENGINEER and the OWNER and shall perform all work in such manner and sequence as the OWNER may require. The ENGINEER and OWNER shall determine the amount, quality, acceptability, and fitness of all parts of the work; shall interpret the Plans, Specifications, and Contract Documents; shall issue any extra work orders; and shall decide all other questions in connection with the work. The CONTRACTOR shall employ no plant, equipment, materials, or methods to which the ENGINEER or OWNER objects and shall remove no plant, materials, equipment, or other facilities from the site of the work without the ENGINEER's or OWNER's permission. Upon request, the ENGINEER or OWNER shall confirm in writing, any oral order, direction, requirement, or determination. If any person employed on the work by the CONTRACTOR shall appear to the ENGINEER or OWNER to be incompetent or to act in a disorderly or improper manner, such person shall be removed immediately upon request by the

ENGINEER.

B. The CONTRACTOR agrees to use, at all times, on the work, only such labor as will in no way disturb or affect labor employed by the OWNER and/or other CONTRACTORs on the project. The CONTRACTOR and each and every subcontractor performing work at the site of the project shall comply with all "Labor Laws" of the Government, and of the State, County, Township, and Municipality in which the project is located.

3.03 SUBSURFACE INFORMATION

OWNER has not obtained any data concerning subsurface materials or conditions. Bidders shall, therefore, make their own investigation of existing subsurface conditions and if they do not do so, the OWNER will not be responsible in any way for the consequences.

3.04 EXISTING UTILITIES - ACT 172 (187 As Amended)

CONTRACTOR shall check the location of existing utilities, either overhead or underground, and take all necessary precautions to prevent injury or damage to the performance of the contract and shall be responsible for any and all damage thereto. CONTRACTOR's attention is directed to the provisions of Act 172 enacted by the General Assembly of the Commonwealth of Pennsylvania.

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3.05 AS-CONSTRUCTED DRAWINGS

The Contractor shall be responsible for providing red-lines for the as-constructed conditions to be completed as an overlay on the construction drawings. These red-lines should indicate the size, location, and type of each structure and/or pipe, invert elevations, rim elevations, pipe slopes, etc.

3.06 CLEANING UP

A. Continuously keep the work, the site, and adjacent properties free from accumulations of waste materials, excess excavation, rubbish, and windblown debris resulting from construction operations.

Periodically remove waste materials, excess excavation, debris, and rubbish from the site and dispose of at legal disposal areas away from the project site.

B. Remove grease, mastics, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from site-exposed interior and exterior surfaces of structures. Broom clean exterior paved surfaces;

rake clean other surfaces of the grounds. Restore areas disturbed by construction. Provide continuous dust control during construction.

C. At the completion of the work, or each major portion thereof, CONTRACTOR shall remove surplus materials, tools, construction equipment, and machinery, and leave the site clean and ready for occupancy by the OWNER.

END OF SECTION

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SECTION 01 2900

CONTRACT CONSIDERATIONS

PART 1 – GENERAL

1.01 SUMMARY

A. Section Includes:

1. Schedule of Values

2. Application for Payment

B. Related Sections:

1. Section 01 3300 - Submittal Procedures

1.02 SCHEDULE OF VALUES

A. Submit typed schedule on forms EJCDC 1910-8-E or AIA G703. CONTRACTOR’s standard form or electronic media printout will be considered.

B. Format: Utilize the bid form. Identify each line item with the number and title indicated on the bid form.

C. Revise schedule to list approved Change Orders, with each Application for Payment.

1.03 APPLICATIONS FOR PAYMENT

A. The procedure for submittal, review, and payment of monthly applications for progress payments shall be established at the preconstruction conference. Submit one (1) executed original and four

(4) copies of each application for payment to the ENGINEER in a format similar to AIA Document G702 and Continuation Sheets G703. Complete every entry on the form, including notarization and execution by the person authorized to sign legal documents on behalf of the CONTRACTOR. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values and Construction Schedule. Use updated schedules if revisions have been made. Include amounts of Change Orders issued prior to the last day of the construction period covered by the application.

PART 2 – PRODUCTS

This part not used.

PART 3 – EXECUTION

01 2900-2 (3/26) 251051_400_01 2900.docx

APPLICATION FOR PAYMENT NO.

To: City of Coatesville (OWNER) From: (CONTRACTOR) Contract: Coatesville CRP Inlet Repair And Replacement OWNER’s Contract No. ENGINEER’s Project No. 25-1051.00

For Work accomplished through the date of: .

1. Original Contract Price: $

2. Net change by Change Orders and Written Amendments (+ or -): $

3. Current Contract Price (1 plus 2): $

4. Total completed and stored to date: $

5. Retainage (per Agreement):

% of Completed Work: $

% of Stored Material: $

Total Retainage: $

6. Total Completed and stored to date less retainage (4 minus 5) $

7. Less previous Application for Payments: $

8. DUE THIS APPLICATION (6 MINUS 7): $

Accompanying Documentation:

CONTRACTOR’s Certification:

The undersigned CONTRACTOR certifies that (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied on account to discharge CONTRACTOR’s legitimate obligations incurred in connection with Work covered by prior Applications for Payment numbered 1 through ______________ inclusive; (2) title of all Work, materials, and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such lien, security interest or encumbrance); and

(3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective.

Date

CONTRACTOR

By:

State of County of Subscribed and sworn to before me this Day of , Notary Public My Commission expires:

Payment of the above AMOUNT DUE THIS APPLICATION is recommended.

Dated CARROLL ENGINEERING CORPORATION

ENGINEER

By:

EJCDC No. 1910-8-E (1996 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specification Institute.

01 2973-1 (3/26) 251051_400_01 2973.docx

SECTION 01 2973

MEASUREMENT AND PAYMENT

A. This section includes the description of the various pay items found in the Bid Form and the method of measurement for payment of each pay item.

1.02 QUALITY ASSURANCE

A. Work completed under the Contract shall be measured by the ENGINEER according to the standards of weights and measures recognized by the U.S. Bureau of Standards.

B. The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the Contract will be those methods generally recognized as conforming to good engineering practice.

C. Measurement for area computations will be made on the surface. Pay measurements for area computations will not exceed the neat dimensions indicated on the Drawings unless otherwise ordered in writing by the ENGINEER.

D. Structures will be measured according to neat lines indicated on the Drawings or as altered to fit field conditions. No payment will be made for length, width, or depth, in excess of that indicated on the Drawings or specified for any construction unless otherwise approved by the ENGINEER in writing.

E. Items that are measured by the linear foot, such as pipe and concrete curb will be measured parallel to the base or foundation upon which such items are placed and from outside edge/surface to outside edge/surface of the same.

F. In computing volumes of excavation, the average end area method, based on horizontal measurements, or other acceptable methods, will be used.

G. The term "each", when used as an item of payment, will mean complete payment for the work described in the Contract Documents.

H. The term "lump sum", when used as an item of payment, will mean complete payment for the work described in the Contract Documents, including all incidentals which include necessary fittings, accessories, and restoration.

I. The term "incidental", when used, will mean items, equipment, materials, labor, etc., incidental, and necessary to obtain a final product satisfactory to the ENGINEER. No additional payment will be made for incidentals.

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This part is not used.

3.01 WORK TO BE COMPLETED WITH EACH CONTRACT ITEM

A. Bonds, Insurance, and Mobilization - Lump Sum (LS) - Includes cost for required bonds, insurance, mobilization, or any other miscellaneous costs incidental to the completion of the project as a whole but not expressly required for completion of Contract Bid Form item(s). The cost for this item should not be included in any other Contract Bid Form Item and it shall be assumed unit price(s) bid do not include such costs. No extra payment will be permitted with this item.

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SECTION 01 3100

PROJECT MANAGEMENT AND COORDINATION

1.01 PROJECT COORDINATION

A. CONTRACTOR is responsible for coordinating CONTRACTOR’s work and the work of any subcontractors in order to produce the finished product as intended by the Contract Documents.

Claims for extra work resulting from failure to properly coordinate the work of all trades will not be honored.

B. CONTRACTOR shall coordinate scheduling, submittals, and work of the various sections of

Specifications to assure an efficient and orderly sequence of installation of construction elements, with provisions for accommodating items to be installed later.

1.02 COORDINATION MEETINGS

A. CONTRACTOR shall schedule and hold coordination meetings and preinstallation conferences with OWNER, ENGINEER, and any subcontractors to assure coordination of the work.

1.03 COORDINATION OF SUBMITTALS

A. Schedule and coordinate submittals as specified in Section 01 3300.

B. Coordinate requests for substitutions to assure compatibility of space, operating elements, and effect on work of other sections.

1.04 COORDINATION WITH OWNER

A. Notify OWNER five (5) days in advance of beginning work in a work area.

B. CONTRACTOR shall provide OWNER with a schedule indicating anticipated dates of disruption to sanitary sewer service with the corresponding address. CONTRACTOR shall submit a weekly update of this schedule.

C. Operate existing equipment and valves only with permission of OWNER and in presence of

OWNER's designated representative.

D. Cooperate with OWNER to keep existing facilities in service during construction.

1.05 COORDINATION OF PROJECT CLOSEOUT

A. Coordinate completion and cleanup of portions of work designated for partial usage by the OWNER in preparation for Substantial Completion.

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B. After OWNER's occupation of premises, coordinate access to the site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of OWNER's activities.

C. Assemble and coordinate closeout submittals specified in Section 01 7700.

1.06 COORDINATION OF UTILITIES AND OTHER OWNERS

A. Prior to beginning construction, inform all public service companies, individuals, and others owning or controlling any facilities or structures within the project, which may be affected by the work, that it will commence on a certain date.

B. Where the proposed facilities cross telephone, telegraph or electric cables, gas, oil or water lines, sewers, or other facilities and structures on, under, or over the proposed facilities, it shall be the responsibility of CONTRACTOR to give the owner of the facility due notice of the proposed crossing to permit the owner of the affected facility time to send a field representative to the site to mark, guard, or protect the facility if the owner of the affected facility so desires. CONTRACTOR shall cooperate with facility owners by arranging and performing work in and around such facilities, without additional compensation, to facilitate their relocation, preservation, or reconstruction, as may be required. In addition, CONTRACTOR shall obtain the names of persons to contact if damage should occur during construction operations. The ENGINEER will cooperate in working out construction problems involved with existing utilities and other facilities but without relieving CONTRACTOR of CONTRACTOR’s responsibility.

C. CONTRACTOR's attention is directed to the Provisions of Pennsylvania General Assembly Act

No. 287 as they apply to the work under this Contract.

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SECTION 01 3119

PROJECT MEETINGS

1.01 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be held prior to the start of work in accordance with the General

Conditions.

B. The CONTRACTOR will be notified as to the location, date, and time of this conference and will be expected to attend with the designated Project Superintendent.

C. A proposed construction schedule shall be prepared by the CONTRACTOR and shall be submitted to the ENGINEER at or before the preconstruction conference.

1.02 PROGRESS MEETINGS

A. During the construction period, progress meetings shall be held with the ENGINEER at the job site to discuss recent developments and future work plans as they relate to the schedule.

B. Progress meetings will be held bi-weekly, in general, but the interval between meetings may be increased or decreased by the ENGINEER to suit the then-current circumstances.

C. CONTRACTOR and major subcontractors shall be represented at every meeting by a responsible member of their respective organizations.

D. All decisions and interpretations given by the ENGINEER at project meetings shall be on behalf of the OWNER and shall be conclusive on each CONTRACTOR or subcontractor affected.

E. The proceedings of these meetings will be recorded by the ENGINEER and each required representative at meetings will be furnished one copy.

F. The ENGINEER's act of conducting meetings and recording and distributing meeting minutes on behalf of the OWNER, shall not be construed as coordinating or scheduling CONTRACTOR's work.

G. If a change of meeting date/time is required due to causes beyond the control of the OWNER or

ENGINEER, the ENGINEER will advise each concerned party in advance of such change.

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01 3233-1 (3/26) 251051_400_01 3233.docx

SECTION 01 3233

AUDIO-VIDEO DOCUMENTATION

A. CONTRACTOR shall engage the services of a professional electrographer actively engaged in color audio-DVD or CD recordings for various municipalities and construction projects similar to the work included under this Contract.

1.02 QUALITY ASSURANCE

A. OWNER may make such investigation as OWNER deems necessary to determine the ability of the electrographer 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. OWNER reserves the right to reject any electrographer if the investigation of such electrographer fails to satisfy the OWNER that such electrographer is properly qualified to carry out the work specified herein. Upon rejection of an electrographer, the CONTRACTOR shall engage the services of another electrographer, which shall undergo the review and approval process specified hereinbefore.

B. No construction shall begin prior to the review and approval of the DVD’s or CD’s covering the construction area. Any recorded coverage not acceptable to the ENGINEER shall be refilmed at no additional charge. All DVD’s or CD’s and written records shall become the property of the

OWNER.

1.03 SUBMITTALS

A. Two (2) complete copies of project coverage CD’s or DVD’s shall be submitted to the ENGINEER for approval.

1.04 JOB CONDITIONS

A. All recording shall be done during times of good visibility. No recording shall be done during periods of visible precipitation or when more than 10% of the ground area is covered with snow, unless otherwise authorized by the ENGINEER.

2.01 EQUIPMENT

A. Mobile Unit:

When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be less than 12 feet to insure proper perspective.

01 3233-2

In some instances, recorded coverage will be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking or special conveyance approved by the ENGINEER.

B. Audio-video recording medium:

The CONTRACTOR shall furnish professional grade DVD or CD recording equipment and a sufficient quantity of DVDs or CDs to record the work. DVDs or CDs shall become the property of the OWNER at the completion of the project.

C. Camera:

Video output from camera(s) used must be capable of producing NTSC-525 lines/60 field/s.

Resolution in the Y channel, minimum 500 TV lines at center, utilizing a bias lit beam split prism, in combination with a Professional and/or Industrial charge-coupled device (CCD) camera, for optimum color imagery and minimum lag through 3.1-meter (10 foot) candles, with Geometric Distortion not to exceed 1.5% of Picture Height at any point in picture area.

D. Lighting:

The CONTRACTOR shall provide, if required, all lighting and power therefore, to fill in all shadow areas caused by trees, signs, and other objects.

2.02 RECORDED INFORMATION

A. Audio:

Each DVD or CD shall begin with the current date, project name and municipality and be followed by the general location, i.e., name of the street or location of "cross-country" line, viewing side and direction of progress.

B. Video:

Periodic transparent alpha numeric information consisting of the name of the project, name of the area covered, direction of travel, viewing side, etc., shall appear on the screen. To preclude the possibility of tampering or editing in any manner, all video recordings shall, by electronic means, display continuously and simultaneously generated transparent digital information to include the date and time of recording. The date information shall contain the month, day, and year (for example 10/5/04) and shall be placed directly below the time information. The time information shall consist of hours, minutes, and seconds, separated by colons (for example 10:35:18). This transparent information shall appear on the extreme upper left-hand third of the screen or as approved by the OWNER’s Representative.

C. Audio-video Tracks:

The DVD or CD shall consist of both visual and audio information, recorded simultaneously. Tracks shall consist of original live recordings and thus shall not be copies of other audio or video recordings. Audio track shall contain the narrative commentary of the electrographer, recorded simultaneously with his fixed elevation visual record of the zone of influence of construction.

01 3233-3

Provide a microphone and mixing equipment for 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 damage encountered. The ENGINEER shall have the option of recording comments on the audio track.

3.01 DVD or CD COVERAGE

A. The entire project site shall be recorded. Zone of influence shall extend to 50 feet from each side of the proposed pipeline.

B. Recorded coverage shall include all surface features located within the above-mentioned area supported by appropriate audio description. Audio description shall be made simultaneously with video coverage. Such coverage shall include, but not be limited to, all existing driveways, road surface, sidewalks, curbs, ditches, roadways, landscaping, trees, culverts, headwalls, and retaining walls or buildings located within the above-described area.

C. Houses and buildings shall be identified visually by house number, when visible, in such a manner that structures of the proposed system, i.e., manholes, can be located by reference.

D. The rate of speed in the general direction of travel of the conveyance used during recording shall not exceed 48 feet per minute. Panning rates and zoom-in, zoom-out rates shall be controlled sufficiently such that during playback will produce clarity of the object viewed.

3.02 IDENTIFICATION

A. All DVD’s or CD’s (on the disk and on storage case) shall be properly identified by number, location and project name and municipality in a manner acceptable to the ENGINEER.

B. A record of the contents of each DVD or CD shall be supplied by a sheet identifying each segment in the disk by location, i.e., roll number, street or road viewing, tape counter number, viewing side, point starting from, traveling direction, and ending destination point.

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SECTION 01 3300

SUBMITTAL PROCEDURES

1.01 LIST OF SUBCONTRACTORS

A. Within ten (10) calendar days after the Contract commences, CONTRACTOR shall submit a listing of all Subcontractors describing the work to be performed by each.

1.02 CONSTRUCTION SCHEDULE

A. Within fifteen (15) calendar days after the Contract commences, submit a construction schedule.

B. Construction Schedule shall be horizontal bar-chart type with a separation time bar for each significant construction activity. No activity on the schedule shall have a duration longer than fifteen

(15) calendar days, with the exception of fabrication, procurement, and punch list activities. Activity duration shall be the total number of actual days required to perform that activity including consideration of weather impact on completion of that activity.

C. Prepare the schedule on a sheet, or series of sheets, of reproducible media and sufficient width to show data for the entire construction period. Provide a continuous vertical line to identify the first working day of each week. Within each time bar, indicate estimated completion percentage in 10 percent increments. As work progresses, place a contrasting mark in each bar to indicate actual completion.

D. Secure time commitments for performing critical elements of the work from all parties involved.

Coordinate each element on the schedule with other construction activities. Show each activity in proper sequence. Graphically indicate the sequences necessary for completion of related portions of the work.

E. Coordinate the Construction Schedule with the Schedule of Values, list of subcontractors, list of suppliers, and anticipated submittal schedule for shop drawings, product data and samples.

F. Indicate completion in advance of the date established for Substantial Completion. Indicate

Substantial Completion on the schedule to allow time for the ENGINEER's procedures necessary to issue a Certificate of Substantial Completion.

G. Following favorable response to the submittal by the ENGINEER, print and distribute copies to each subcontractor and other parties required to comply with scheduled dates. Post copies in the temporary field office(s). When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the work and are no longer involved in construction activities.

H. In general, update the schedule every month. All Change Orders to the Contracts or other activity, where revisions have been recognized or made, must be incorporated into the schedule.

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1.03 APPLICATIONS FOR PAYMENT

A. The procedure for submittal, review, and payment of monthly applications for progress payments shall be established at the preconstruction conference. Submit one (1) executed original and four (4) copies of each application for payment to the ENGINEER on form EJCDC 1910-8E with attachments referenced to the original Schedule of Values, which identified quantity of work completed, quantity of material stored, and the total amount completed and stored for each individual pay item. Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the CONTRACTOR. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values and Construction Schedule. Use updated schedules if revisions have been made. Include amounts of Change Orders issued prior to the last day of the construction period covered by the application.

1.04 SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND CERTIFICATIONS

A. Fabricated materials or equipment to be incorporated in the work shall be subject to review by the

ENGINEER. CONTRACTOR shall obtain and check prints of manufacturers certified shop drawings and other pertinent data. When the CONTRACTOR has reviewed the shop drawings and is satisfied they are correct, they shall number each submittal (shop drawing, certificate, and manual) and submit them to the ENGINEER for review. Submittal numbering system shall be the section number referenced by these Specifications followed by the submittal number (i.e., 32 1200-1, 33 1216-1 and 33 1216-2).

B. Shop drawings are intended to mean fabrication and installation drawings. These drawings and pertinent data shall be complete and in such detail as the ENGINEER may require for providing information regarding the design, installation, testing, and operation for products and/or equipment.

C. All costs necessary for compliance with the requirements of this section of the Specifications shall be included in the bid. ENGINEER shall review individual submittals a total of two times.

CONTRACTOR shall be responsible for OWNER’s and ENGINEER’s costs for the third and all subsequent review of any submittal.

D. Detailed shop drawings, data, and literature for fabricated materials or equipment to be incorporated in the work shall be submitted to the ENGINEER for review at least two weeks before fabrication.

CONTRACTOR shall obtain and check manufacturer's shop drawings, certified prints, and other pertinent data for conformance with all requirements of the Drawings and Specifications in ample time to permit satisfactory progress of the work.

E. After completion of such checking and verification by the CONTRACTOR, the CONTRACTOR shall include a full completed copy of Attachment 1 as a cover sheet for the shop drawing. In addition, the submittal number shall be written or typed in the lower right-hand corner of all copies of each shop drawing. The submittal numbering system should be the specification section number followed by the submittal number (i.e., 33 3113-1 Ductile Iron Pipe, 33 3113-2 PVC Pipe). Failure to include a cover sheet or not numbering submittals shall be grounds for rejection of the submittal by the ENGINEER. (See Attachment 1 at the end of this section).

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F. All data, drawings, and correspondence from subcontractors, material men, or suppliers shall be routed through the CONTRACTOR. This procedure is required so that the CONTRACTOR's superintendent can familiarize himself with all information which the CONTRACTOR sends to the ENGINEER and also to prevent the ENGINEER from taking action upon something other than that which is desired by the CONTRACTOR. The ENGINEER shall consider for review only such data and details as are verified and transmitted to him directly by the CONTRACTOR.

G. All correspondence between the ENGINEER and the CONTRACTOR, all shop drawings, and all data for review of drawings or materials will be handled by the ENGINEER. All such data shall be delivered directly to him at the ENGINEER's office. The replies pertaining to these matters will be delivered to the CONTRACTOR or the CONTRACTOR's representative at the job site.

H. A sufficient number of shop drawings and review data shall be submitted to the ENGINEER, who will retain four (4) copies of each submittal. All additional copies, up to a maximum of four (4), received by ENGINEER will be returned to the CONTRACTOR or CONTRACTOR’s representative at the job site. The ENGINEER's notations of the action which the ENGINEER has taken will be noted on all the returned copies. Sufficient time for the review of all shop drawing submittals shall be allowed in the CONTRACTOR's schedule. A minimum of two weeks shall be allotted for each shop drawing review.

Electronic submissions may also be acceptable at the discretion of the ENGINEER and must conform to the following requirements:

1. Submit shop drawings in PDF format via email to the designated Carroll Engineering staff member.

2. Electronic submissions are limited to no more than 15 pages including Attachment 1.

Submissions of greater than 15 pages must be mailed with the required number of copies (4 minimum).

3. Shop drawings “Approved” or “Furnish as Corrected,” will be emailed to the

CONTRACTOR and OWNER.

4. Shop drawings “Revise and Resubmit” or “Submit Specific Item” will be emailed to the

CONTRACTOR for revisions.

I. Drawings of minor or incidental fabricated materials and/or equipment may not be required by the

ENGINEER. The CONTRACTOR shall furnish the ENGINEER with tabulated lists of such fabrications, showing the names of the manufacturers and catalog numbers, together with samples of general data as may be required to permit intelligent determination as to their acceptability for incorporation in the work.

J. Upon successful review by the ENGINEER of the shop drawings, data sheets, samples, other data, the fabrications furnished shall be in conformity with the same. The acceptance of the shop drawings, data sheets, samples or other data shall in no way release the CONTRACTOR from CONTRACTOR’s responsibility for the proper fulfillment, by any fabrication, of the requirements of the Agreement.

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K. All reviews of shop drawings, data sheets or literature are subject to the products fulfilling the specific requirements of the Drawings and Specifications. Review of items that do not conform in detail to the specified product shall place upon the CONTRACTOR the responsibility for successful operation of the proposed product. Should the item subsequently prove to be defective or otherwise unsatisfactory for the service for which it was intended, the CONTRACTOR shall, without cost to the OWNER and without obligation on the part of the ENGINEER, replace the item with the material originally specified. The ENGINEER's review of shop drawings or layout for any material, apparatus, or device shall not relieve the CONTRACTOR from the responsibility of furnishing the same of proper dimension, size, quantity, quality, and all performance characteristics to efficiently perform the requirements and intent of the Contract Documents. Such review shall not relieve the CONTRACTOR from responsibility for errors of any sort on the shop drawings. If the shop drawings deviate from the Contract Documents, the CONTRACTOR shall advise the ENGINEER of the deviations, in writing accompanying the shop drawings, including the reasons for the devia-tions, and shall request a deviation from the Contract Documents as hereinafter described.

L. The shop drawings are intended to be utilized by the CONTRACTOR for additional fabrication, assembly, and erection data. The shop drawings do not change or supersede the Drawings and Specifications except in specific cases when the CONTRACTOR requests, in writing, a deviation from the Drawings and Specifications. CONTRACTOR's request for a change shall give, in detail the specific change requested and shall state the reason for the change. Changes requested by the CONTRACTOR and reviewed by the ENGINEER shall not be construed to include acceptance of any change except the changed details specifically requested and accepted.

M. It shall be the responsibility of the CONTRACTOR to make all the necessary changes in other items, which result from deviations or changes requested by the CONTRACTOR and reviewed by the ENGINEER, so that all items perform the requirements and intent of the Contract Documents.

N. The CONTRACTOR shall furnish the number of samples required by individual sections of the

Specifications. Submit samples under separate transmittal letter with appropriate section and article number of the Specifications as identification. A separate transmittal letter is required for each sample submitted.

O. The CONTRACTOR shall furnish all certifications including Statements of Compliance, Installation Certificates, and certified test results as required by individual sections of the Specifications. Submit certificates under separate transmittal letter using the same numbering system as specified for shop drawings and product data. The number of certifications submitted shall be the same as used for shop drawing and review data submittals.

P. CONTRACTOR shall make resubmittals under procedures specified for initial submittals and shall identify changes made since previous submittals. ENGINEER will review the first submittal and the first resubmittal at no cost to the CONTRACTOR. Additional submittals will be reviewed by the ENGINEER and the costs for these reviews will be borne by the CONTRACTOR. These costs when incurred by the CONTRACTOR will be deducted from CONTRACTOR's progress payments. Each resubmittal shall contain the original submittal number with a suffix letter after the original number such as "A" for the first resubmittal, "B" for the second resubmittal, "C" for the third, and so forth.

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1.05 WARRANTIES

A. CONTRACTOR shall obtain warranties, executed by responsible subcontractors, suppliers, and manufacturers, within ten (10) days after completion of the applicable item of work. Except for items put into use with the OWNER's permission, leave date of beginning of time warranty until the date of Final Completion is determined.

B. Warranties shall be bound in a commercial quality 8 1/2" x 11" three-ring side binders, with hardback, cleanable, plastic covers. Label cover of each binder with type or printed title "WARRANTIES", with title of project; name, address, and telephone number of CONTRACTOR;

and name of responsible principle. Provide each binder with a Table of Contents, neatly typed, with each item identified with the number and title of the specification section in which it is specified, and the name of the product or work item. Separate each warranty with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets, as necessary.

List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principle.

C. Verify that documents are in proper form, contain full information, and are notarized. Co-execute submittals when required. Retain warranties until time specified for submittal.

D. For equipment or component parts of equipment put into service during construction with the

OWNER's permission, submit documents within ten (10) days after acceptance. Make other submittals within ten (10) days after date of Substantial Completion, prior to final Application for Payment. For items of work accepted after the date of Substantial Completion, submit within ten

(10) days after acceptance, listing the date of acceptance as the beginning of the warranty period.

1.06 PROJECT RECORD DOCUMENTS

A. Record Documents shall consist of the following:

1. Contract Drawings

2. Specifications

3. Addenda

4. Change Orders and other modifications to the Contract(s)

5. Reviewed shop drawings, product data, and samples

6. Manufacturer's Certificates and Statements of Compliance

7. Installation Certificates

8. Certified factory test results and field test records

B. Store Record Documents in field office apart from documents used for construction. Protect from deterioration and loss in a secure, fire resistive location. Provide access to Record Documents for the ENGINEER's reference during normal working hours.

C. Record Drawings: Maintain a clean, undamaged set of blue or black line white prints of Contract

Drawings and shop drawings. Mark the set to show the actual installation where the installation varies substantially from the work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately. Where shop drawings are used, record a cross-reference at the corresponding location in the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

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D. Mark Record Documents with red erasable pencil. Use other colors to distinguish between variations in separate categories of the work. Mark new information that is important to the OWNER but was not shown on the Contract Drawings or shop drawings. Measure and record the horizontal and vertical locations of all underground utilities and appurtenances referenced to permanent surface improvements. Note related Change Order numbers where applicable.

E. At project closeout, CONTRACTOR shall submit Record Drawings to the ENGINEER certified by a principal officer of the CONTRACTOR. In general, the certification statement shall read as follows:

"These Record Drawings have been completed and certified by (Name of CONTRACTOR) as reflecting as-constructed conditions. Responsibility for accuracy of the Record Drawings rests with (Name of CONTRACTOR)."

BY: (Principal Officer of CONTRACTOR)

TITLE:

DATE:

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ATTACHMENT 1

Project: Coatesville CRP Inlet Project

Title:

(Submittal Number - Name)

Checked By:

(CONTRACTOR's Name)

Signed By:

(Checker's Name)

Date:

This submittal has been reviewed and…