ATTACHMENT_0001_SOW_-_PR2016-6701_Water_Main_12_APR_17.pdf

Project# 2016-6701 SOW for Repair Water Main: Improve Water Quality BLDG 170 and East Street

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Rock Island Arsenal Scope of Work

PR #2016-6701

Repair Water Main:

Improve Water quality BLDG170 and East Street 12 April 2017

US Army Garrison‐Rock Island Arsenal Directorate of Public Works

Engineering and Services Division

IMRI-PWF

1 Rock Island Arsenal Rock Island, IL 61299‐5000

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1 GENERAL INFORMATION

1.1 COMMENCMENT, PROSECUTION, AND COMPLETION OF WORK:

The Contractor shall be required to commence work under this contract within 30 calendar days after the date the Contractor receives the Notice to Proceed, prosecute the work diligently, and complete the entire work ready for use not later than 360 calendar days after the date the Contractor receives the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 SEQUENCE OF WORK:

1.2.1 Submit initial Transmittal Registry, Schedule, Safety Plan, Environmental Plan, Quality Plan, Design Codes,

1.2.2 Design Submittals:

1.2.2.1 35% Specification and Drawing Set

1.2.2.2 65% Specification and Drawing Set

1.2.2.3 100% Specification and Drawing Set

1.2.2.4 Construction Specification and Drawing Set

1.2.3 Shop Drawing Submittals – concurrent with Design Submittals

1.2.4 Procure Equipment and Materials

1.2.5 Construction – concurrent with procurement activities

1.2.6 Final Project Clean-up

1.2.7 Close out Documentation:

1.2.7.1 Electronic versions of Record Drawings

1.2.7.2 GIS files

1.2.7.3 Completion of Form DD1354 (constructed quantities)

1.2.7.4 Installation and Operating Manuals

1.2.7.5 Record Drawings (Tyvek or Mylar)

1.3 SPECIAL CONDITIONS:

1.3.1 A Staging Area can be requested in writing from the COR (Contracting Officer’s

Representative) for the temporary storage of construction materials and equipment.

1.3.2 Construction Schedule and Closure Periods:

1.3.3 The Contractor’s Construction Schedule shall be submitted to the Government for approval.

1.3.4 Access and Working Hours:

1.3.4.1 Work hours for this project are 06:00 to 17:00, Central Time, Monday through

Friday.

1.3.4.2 The Contractor’s work schedule may deviate from these hours when approved by the COR.

1.3.4.3 The Federal Holidays are: New Year’s Day, January 1; Martin Luther King Day, 3rd Monday in January; President’s Day, 3rd Monday in February, Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd Monday in October; Veteran’s Day, November 11, Thanksgiving Day, 4th Thursday in November; Christmas Day, December 25.

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1.3.4.4 If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

1.4 UTILITIES:

1.4.1 All site condition information provided by the Government shall be field verified by the Contractor.

1.4.2 The Government shall furnish, at no additional charge, the use of Water. (See

Section 3.5)

1.5 FORM DD1354

This form is used to record the function, material, and quantities of installed work made by the Contractor under this Scope of Work.

The Contractor shall submit a Form DD1354. A draft version of the form shall be prepared and maintained by the Contractor throughout demolition and construction.

The form shall be provided to the Government with the schedule submittal. The final version shall be submitted to the Government as part of the final submittal package.

1.6 CONTRACTOR MANPOWER REPORTING (CMR):

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall supply all the information in the format using the following web address https://armycmra.dmdc.osd.mil (was https://Contractormanpower.army.

pentagon.mil). The required information includes:

(1) Contracting Office, Contracting Officer, or also known as the Contracting Officer’s Representative (COR);

(2) Contract number, including task and delivery order number;

(3) Beginning and ending dates covered by reporting period;

(4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data;

(5) Estimated direct labor hours (including sub-Contractors);

(6) Estimated direct labor dollars paid this reporting period (including sub-Contractors);

(7) Total payments (including sub-Contractors);

(8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different);

(9) Estimated data collection cost;

(10) Organizational title associated with the Unit Identification Code

(UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information);

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(11) Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website);

(12) Presence of deployment or contingency contract language; and

(13) Number of Contractor and sub-Contractor employees deployed in theater this reporting period (by country).

As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year.

Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

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2 SECURITY

2.1 ANITITERRORISM/OPERATIONS SECURITY (OPSEC) REVIEW:

2.2 IN ORDER TO PERFORM THE PROJECT THE CONTRACTOR MUST DO THE FOLLOWING:

2.2.1 AT Level I training.

All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable.

The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and sub-contractor personnel.

2.2.2 Access and general protection/security policy and procedures.

Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

2.2.3 iWATCH Training.

The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the result reported to the COR NLT 30 calendar days after contract award.

2.2.4 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to government information systems

All contractor employees with access to a government information system must be registered in the ATCTS (Army Training Certification Tracking System) at commencement of services, and must successfully complete the DoD Information Assurance Awareness training prior to access to the IS and then annually thereafter.

2.2.5 For contracts that require OPSEC Training

Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

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2.2.6 For information assurance (IA)/information technology (IT) certification

Per DoD 8570.01-M, DFARS 252.239.7001 and AR 25-2, the contractor employees supporting IA/IT functions shall be appropriately certified upon contract award. The baseline certification as stipulated in DoD 8570-.01-M must be completed upon contract award.

2.2.7 For contracts that require handling or access to classified information

Contractor shall comply with FAR 52.204-2, Security Requirements. This clause involves access to information classified "Confidential", "Secret", or "Top Secret" and requires contractors to comply with (1) The Security Agreement (DD Form 441), including the National Industrial Security Program Operating Manual (DoD 5220.22-M); (2) any revisions to DoD 5220.22-M, notice of which has been furnished to the contractor.

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3 ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

3.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS:

3.1.1 All contractors working on RIA must comply with Department of Defense Instruction number 6055.17, "DoD Installation Emergency Management Program", Army Regulation 525-27, "The Army Emergency Management Program" and Department of Army Pamphlet 525-27, "Army Emergency Management Program". The Army Emergency Management Program serves as the single integrated emergency management program for the planning, execution, and management of response efforts (designed or intended) to mitigate the effects of an all-hazard incident, to include but not limited to, natural, manmade, and technological disasters, chemical, biological, radiological, nuclear, and high-yield explosive (CBRNE) incidents and accidents on or affecting Army installations, facilities, and/or activities.

3.1.2 Contractor Organizations:

3.1.2.1 All contractor organizations must participate in the installation quarterly

Protection Working Group. To attend this working group, contact the Garrison DPTMS Plans and Operations Office.

3.1.2.1.1 Contractor organizations must comply with the installation emergency guide and Building Marshal Warden Program and write supplemental plans that describe actions to take specific to the area the contractor organization occupies to include but not limited to shelter locations, evacuation points, communication plan and points of contact. The installation emergency guide can be used as a template for this plan. Building Marshal Warden Program Manager can be contacted through the Installation Fire Department (309) 782- 6107.

3.1.2.1.2 Contractor organizations must provide Facility Emergency Response Plans to the installation Emergency Manager for inclusion into the installation Emergency Management Plan.

3.1.2.1.3 All Contractor organizations must support the Public Health Emergency Officer policy and guidance relating to the integration of health surveillance requirements within operational/installation decision support schemes.

3.1.2.1.4 All Contractor organizations must comply with installation policies; applicable federal, state, and local laws; regulations; and Executive Orders.

3.1.2.1.5 All Contractor organizations must ensure that non-DOD HAZMAT is not stored, treated, or disposed of on the installation unless approved by the Office of the Assistant Secretary of the Army for installations, Energy and Environment, his or her designee, or higher authority.

3.1.2.1.6 All Contractor organizations must assess the long-term resource impacts of all environmental agreements in coordination with the acquisition community.

Coordinate resource implications for agreements through command channels as appropriate prior to approval.

3.1.3 Contractors:

3.1.3.1 All Contractors must comply with installation emergency procedures as defined in the installation emergency guide and facility emergency response plans. This includes compliance with all emergency communications instructions provided

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3.2 FIRE PREVENTION AND SAFETY:

3.2.1 The Contractor and any associated sub-contractors shall as part of this contract comply with all applicable federal laws (Title 15 USC 272) pertaining to the use of technical standards that are developed or adopted by voluntary consensus bodies such as the NFPA. Current National Fire Codes are published by the National Fire Protection Association (NFPA) www.nfpa.org. Current "International" codes are published by the International Code Council (ICC) www.iccsafe.org Additional DoD mandated standards are published as Unified Facilities Criteria (UFC's) www.wbdg.org/references/pa_dod.php.

3.2.2 Fire Prevention Program. The Contractor and any subordinate sub-contractor(s) shall comply with the most current edition of the RIA Program for Fire and Emergency Services referenced as the "RIAR 420-2 Rock Island Arsenal Program for Fire and Emergency Services" and can be obtained by contacting the installation fire department at (309) 782-6107.

3.3 ENVIRONMENTAL PROTECTION:

3.3.1 Regulations and Laws. Contractor shall comply with all Federal, State, and local laws, regulations, and standards. All environmental protection matters shall be coordinated with the Contracting Officer or designated representative. The Environmental Coordinator's Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government's emergency services plan.

3.3.2 Compliance Requirements. Any of the facilities operated by the Contractor may be inspected by the Contracting Officer or his designated representative, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis.

Access for inspection by all authorized personnel shall be granted upon request.

3.3.3 Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator's Office and between the RIA Garrison Commander and the issuing office of EPA or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the Contracting Officer shall deduct the fine from any monies due the Contractor.

3.3.4 Disposal of all wastes generated on site during the course of the project shall be the responsibility of the Contractor. Hazardous waste shall be properly accumulated and managed according to all applicable EPA laws and regulations.

Hazardous waste manifests shall be signed by the Public Works Environmental Office.

3.3.5 Contractor shall submit a non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any subcontractors responsible for the transportation and disposal of solid waste.

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Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facilities acceptance of the solid waste shall be attached to this plan.

3.3.6 Contractor shall submit a recycling and solid waste minimization plan. The plan shall detail the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert 60% of the total waste stream from this project. Prior to any work, the Contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form, copy included in Appendix C.

Form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

3.3.7 Prior to final payment, the Contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form.

Form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the work and the final recycle and/or diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

3.4 HAZARDOUS/SPECIAL WASTE DISPOSAL:

Disposal of all wastes generated on site during the course of the project shall be the responsibility of the contractor. Hazardous waste shall be properly accumulated and managed according to all applicable EPA laws and regulations. Hazardous waste manifests shall be signed by the Public Works Environmental Office.

3.5 ENERGY CONSERVATION:

3.5.1 Contractor shall operate all shops, buildings, structures, and areas included in the performance of this contract in an energy efficient manner to preclude waste of Government furnished utilities and fuels.

3.5.2 Conserve energy by turning off unneeded equipment and utilities.

3.5.3 Use of lights only in areas where work is actually being performed.

3.5.4 Water faucets or valves shall be turned off after required usage has been accomplished.

3.5.5 Complying with water bans imposed by local, State, or Federal Agencies.

3.5.6 All engines in vehicles parked for more than two (2) minutes will be shut off.

3.5.7 Provide a designated representative, for each building or area permanently occupied by contractor personnel, who may be contacted regarding unnecessary operation of lights, machinery, or heating/cooling systems.

3.5.8 Inspection Requirements. General area inspections for energy consumption deficiencies shall be granted on request. Any of the facilities operated by the Contractor may be inspected by the DPW Energy Engineer on a non-notice basis.

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4 APPLICABLE PUBLICATIONS AND PRECEDENCE

The Contractor’s designer must name which codes and manufacturer’s guidance shall be used for each part of the design-build project. Resolution of conflicting criteria shall be first by the top tiered code, the follow on codes that reference the top tiered code, and then the manufacturer’s guidance for installation and operation.

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5 BASE BID: EAST AND BECK WATER MAIN

5.1 SUMMARY

RIA is soliciting a design/build project to rehabilitate and construct approximately 5000-6000 linear feet of water line primarily along East Street, 2nd Street, and Beck Avenue.

5.2 CONSTRUCTION

All indicated stationing (Sta.) are approximate.

5.2.1 Ream and Polyurea/polyurethane coat an 8in ductile iron line: From Valve 579 (Sta. 0+00) at Rodman Avenue and East Street to “point A” 1300ft away.

5.2.1.1 Sta. 1+80 Remove FH103 and service valve, and install new FH140 and service valve.

5.2.1.2 Sta. 2+20 Reconnect sprinkler service for BLDG110.

5.2.1.3 Sta. 4+20 Install a 1” Copper connection for Memorial Field. Install a service shutoff valve (curb stop style). Install riser to irrigation style device box and backflow device for operational disassembly for winterization.

5.2.1.4 Sta. 4+80 Remove and cap existing tie point and service valve for Memorial Field.

5.2.1.5 Sta. 5+00 Remove FH104 and service valve, section of main to install 10”x10” Tee and two (2) 10” main gate valves (South leg V715, West leg V716). See Section 5.2.5 for other connection to Tee.

5.2.1.6 Sta. 6+10 Remove 8” Main connection next to tunnel.

5.2.1.7 Sta. 7+20 Install FH141 and service valve on west side of East Street.

5.2.1.8 Sta. 9+10 Remove FH118, service valve, cap connection.

5.2.1.9 Sta. 9+60 Remove STR160 service valve and cap connection.

5.2.1.10 Sta. 9+70 Reconnect service for BLDG159.

5.2.1.11 Construct 2” Copper connection from BLDG159 service line to BLDG162 with a service shutoff valve (curb stop style).

5.2.1.12 Sta. 9+70 Remove Valve 287.

5.2.1.13 Sta. 11+00 Remove connection for BLDG162 & FH117. Remove FH117 and abandon service valve.

5.2.1.14 Sta. 11+00 Install FH142 and service valve. Install 2” Copper service for

STR160 and shutoff valve (curb stop style).

5.2.1.15 Sta. 11+80 Remove service connection.

5.2.1.16 Sta. 13+00 “point A”. Install Main Gate Valve (V718) at end of Ream and polyurea/polyurethane coating.

5.2.2 Non-potable Fire loop starting just south of “point A”.

5.2.2.1 Sta. 13+10 Install a 45˚ Elbow and 8”x8” Tee. Connect the Tee offset to an elevated RPZ assembly and hot box. For the straight leg of the Tee see Section 5.2.3.

5.2.2.2 Fire Sta. 0+00F begin 6” HDPE slip-lined inside 8” ductile iron main. Ream 8” line as necessary.

5.2.2.3 Fire Sta. 3+00F place two (2) 45˚ Elbows.

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5.2.2.4 Fire Sta. 3+25F Remove FH128 and service valve, and install new FH143 and service valve.

5.2.2.5 Construct Concrete truck pad 15ft by 30ft and curb next to FH143.

5.2.2.6 Fire Sta. 4+80F Remove FH132 and service valve, and install new FH144 and service valve.

5.2.2.7 Fire Sta. 4+80F Install Main Valve (V717) east of FH144.

5.2.2.8 Fire Sta. 6+30F Remove FH133 and service valve, and install new FH145 and service valve.

5.2.2.9 Fire Sta. 7+80F Place two (2) 45˚ Elbows.

5.2.2.10 Fire Sta. 8+10F Remove FH127 and service valve.

5.2.2.11 Fire Sta. 9+70F Remove BLDG170 service.

5.2.2.12 Fire Sta. 10+20F Remove FH119 and service valve.

5.2.2.13 Fire Sta. 10+40F Install Elevated RPZ assembly and hot box.

5.2.3 Install 8” HDPE Potable Main

5.2.3.1 Sta. 13+10 Just beyond “point A” and 8”x8” Tee (reference paragraph 5.2.2.1).

5.2.3.2 Sta. 14+00 Install 45˚ Elbow.

5.2.3.3 Sta. 17+00 Install FH146 and service valve.

5.2.3.4 Sta. 18+50 Install 8”x8” Tee and 45˚ Elbow.

5.2.3.5 Sta. 18+60 Install a 1” Copper connection for BLDG170. Install a service shutoff valve (curb stop style).

5.2.3.6 Sta. 19+10 Install 45˚ Elbow.

5.2.3.7 Sta. 23+30 Install FH147 and service valve.

5.2.3.8 Sta. 23+60 Install 8”x8” Tee and three (3) gate valves (East leg V719, West leg

V720, North leg V721).

5.2.3.9 Sta. 27+80 Install FH148 and service valve.

5.2.3.10 Sta. 28+70 Install 2” Copper service for BLDG167. Install a service shutoff valve (curb stop style).

5.2.3.11 Sta. 29+80 Install FH149 and service valve.

5.2.3.12 Sta. 30+00 Tie to Main with 90˚ Elbow. Install an 8” main gate valve (V722).

Remove FH124 and service valve.

5.2.4 Work on 2nd Street. Install 8” HDPE main from Beck Avenue to South Avenue.

5.2.4.1 2nd Sta. 0+00 at 8” Gate valve, V721 (reference paragraph 5.2.3.8).

5.2.4.2 2nd Sta. 2+10 Remove FH120 and service valve.

5.2.4.3 2nd Sta. 3+00 Install FH150 and service valve.

5.2.4.4 2nd Sta. 3+60 Install 1” Copper connection for BLDG140. Install a service shutoff valve (curb stop style).

5.2.4.5 2nd Sta. 4+00 Remove FH121 and service valve.

5.2.4.6 2nd Sta. 4+20 “Remove” East-West main connection, Abandon V284 in closed position). Remove FH122, and abandon service valve.

5.2.4.7 2nd Sta. 5+10 Install 1” Copper connection for BLDG139. Install a service shutoff valve (curb stop style).

5.2.4.8 2nd Sta. 6+00 Install 8”x8” Tee and two (2) 8” Gate valves (South leg V723, North leg V724).

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5.2.4.9 2nd Sta. 7+50 “remove” East main connection.

5.2.4.10 2nd Sta. 8+40 Install 10”x8” Tee and two (2) 10” Gate valves (East leg V725, West leg V726).

5.2.5 At South Avenue and East Street Intersection:

5.2.5.1 Install approximately 120ft of 10” HDPE under the power tunnel and tying to the westward 8” main and the relined (see section 5.2.1) 8” main.

5.2.5.2 Remove FH116 and abandon service valve.

5.2.5.3 Abandon main valve V239, V240, and V238.

5.2.6 At South Avenue and BLDG154:

5.2.6.1 Abandon V246 in closed position.

5.2.6.2 Cut and cap BLDG154 and BLDG144 service line(s) at about “point E”.

5.2.7 At South Avenue and 2nd Street:

5.2.7.1 Abandon V249 in closed position.

5.2.7.2 Cut and cap main connection.

5.2.7.3 Remove FH113 and abandon service valve.

5.2.7.4 Re-plumb BLDG144 service line with a 1” Copper line from the new 2nd Street.

Install a service shutoff valve (curb stop style).

5.2.7.5 Abandon main valve V251 and service valves V280 (BLDG144).

5.2.8 At 2nd Street and Chestnut Avenue:

5.2.8.1 Starting at 2nd Street (about 2nd Sta. 6+00) install about 200ft of 8” HDPE main.

5.2.8.2 Install FH151 and service valve along Chestnut Avenue.

5.2.8.3 Install about 200ft of 2” Copper service pipe to intersect BLDG145 and

BLDG154 1” Copper service. Install a shut off valve (curb stop style) on each service line at about “point F”.

5.2.8.4 Install about 60ft of 1” Copper service pipe to supply BLDG144. Install a service shutoff valve (curb stop style).

5.2.9 Gillespie and Beck moving northward:

5.2.9.1 Remove connection to BLDG167 from service valve V296, remove tee and install new length of HDPE main. Abandon V296 in closed position. Cut and cap service connection. Abandon V297 in closed position.

5.2.9.2 Remove FH203 and abandon service valve. Cap feed at 8” East-West Main at “point B”.

5.2.9.3 Install about 100ft of 6” HDPE sprinkler service line from potable east side of Gillespie to BLDG250 ASPI rehab. Install new 6” Gate Valve and Post Indicator Valve Riser at building perimeter. Remove existing PIV and Sprinkler Service Gate Valve.

5.2.9.4 Install new FH152 and service valve about 100ft from BLDG168.

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5.2.9.5 Disconnect any remain potable services from east side of BLDG250.

5.2.9.6 Replace 20ft section of 8” pipe with 8” HDPE and remove main valves V271 and V273. Remove V270, cap remaining east-west main (reference paragraph 5.2.4.6).

5.2.9.7 Remove main valve V438, install FH153 and service valve (southwest corner of

BLDG132).

5.2.9.8 Cap 10” Fire Main just South of Tee with V585, or at “point C”.

5.2.10 Kingsbury Avenue and Flagler Street:

5.2.10.1 Cap 8” potable main just east of FH218.

5.2.10.2 Remove FH217 and abandon service valve.

5.3 GUIDANCE AND REQUIREMENTS

5.3.1 All materials installed shall be approved in accordance with the governing authorities to be used for drinking water. The designer of record shall name approving authorities and submit copies (either hard or electronic) of the applicable design codes.

5.3.2 The designer of record shall name all materials, and the appropriate design guidance for materials to be used in potable and non-potable applications. Design guidance shall be submitted as part of the design packages.

5.4 DEMOLITION

5.4.1 Abandoned mains shall be capped with impervious stoppers

5.4.1.1 At each exposed end.

5.4.1.2 At least every 500ft.

5.4.2 Abandoned valves that remain under pressure shall be shut to the closed position and capped with impervious stoppers. Surface valve boxes shall be removed.

5.4.3 Abandoned valves that are no longer under pressure shall be shut to the closed position.

5.4.4 Removed valves and fire hydrants newer than 10 years of age shall be palletized and delivered to a point selected by the COR for storage.

5.5 DESIGN DRAWINGS, PROGRESS REPORTS, AND RECORD DOCUMENTS

5.5.1 Transmit submittals for draft designs, designs, project specifications, safety plans, quality control plans, environmental plans, and for all purchased materials the manufacturer’s installation guidance, the manufacturer’s material specifications, and the manufacturer’s material quality test(s) information.

5.5.2 The 65% drawing set will be used for requests of required permits and required notifications. With comments addressed in the final documents for review.

5.5.3 Transmit submittals, either hard- or electronic-copy(ies), of published design codes and standards used for the various design features of this work.

5.5.4 On a monthly basis and with each payment request application, if more frequently, also submit an updated schedule, scanned or photographed copies of

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“during construction Red line” mark-ups (no more than a week old), initial GPS points data file(s), and updated transmittal registry.

5.5.5 Project Record documents shall be provided as the project is completed, or before any completed work item is placed in service. The project record drawings shall organize the information given on the “For Construction” drawings, “during construction Red line” mark-ups, and GPS data point file(s).

5.6 PROVIDED DRAWINGS: APPENDIX 1

Set of four (4) concept drawings plus overall index page for a total of five (5) pages.