Project Manual-P-031-210-001 (1).pdf

ADA Improvements and Upgrades DGS No. P-031-210-001 Susquehanna State Park February 20, 2023

PROJECT MANUAL

FOR CONSTRUCTION OF

ADA IMPROVEMENTS AND UPGRADES AT THE

SUSQUEHANNA STATE PARK

Havre de Grace, Harford County Maryland

DGS Project No. P-031-210-001

MDE # 22-SF-0184

Project Cost Classification B

For The

Department of General Services

February 20, 2023

STATE OF MARYLAND

DEPARTMENT OF NATURAL RESOURCES

Josh Kurtz, Secretary

DEPARTMENT OF GENERAL SERVICES

Atif Chaudhry, Secretary

301 West Preston Street Baltimore, MD 21201

DEPARTMENT OF PUBLIC WORKS

Wes Moore, Governor

Brooke E. Lierman, Comptroller Dereck E. Davis, Treasurer

Minority Business Enterprises are encouraged to respond to this Solicitation

CIVIL ENGINEER

KCI Technologies, Inc.

936 Ridgebrook Road

Sparks, MD 21152

SURVEYOR

Daft-McCune-Walker, Inc.

501 Fairmount Avenue, Suite 300 Towson, MD 21286

TABLE OF CONTENTS

DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

01 01 01PROJECT TITLE PAGE

01 01 07ENGINEERS SEAL PAGE

00 01 15LIST OF DRAWING SHEETS

DIVISION 1 – GENERAL REQUIREMENTS

01 10 00SUMMARY

01 30 00ADMINISTRATIVE REQUIREMENTS

01 40 00QUALITY REQUIREMENTS

01 50 00TEMPORARY FACILITIES AND CONTROLS

01 57 13TEMPORARY EROSION AND SEDIMENT CONTROL

01 60 00PRODUCT REQUIREMENTS

01 70 00CLOSEOUT REQUIREMENTS

01 74 19WASTE MANAGEMENT AND DISPOSAL

01 78 00CLOSEOUT SUBMITTALS

DIVISION 2 – EXISTING CONDITIONS

02 41 19SELECTIVE DEMOLITION

DIVISION 3 – CONCRETE

03 01 30MAINTENANCE OF CAST-IN-PLACE CONCRETE

03 05 00CONCRETE MOISTURE VAPOR REDUCTION ADMIXTURE

03 10 00CONCRETE FORMS AND ACCESSORIES

03 20 00CONCRETE REINFORCING

03 30 00CAST-IN-PLACE CONCRETE

03 35 00CONCRETE FINISHING

DIVISION 4 – MASONRY

NOT USED

DIVISION 5 – METALS

NOT USED

DIVISION 6 – WOODS, PLASTICS AND COMPOSITES

NOT USED

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

NOT USED

DIVISION 8 - OPENINGS

NOT USED

DIVISION 9 - FINISHES

NOT USED

DIVISION 10 - SPECIALITIES

NOT USED

DIVISION 11 – EQUIPEMENT

NOT USED

DIVISION 12 – FURNISHINGS

DIVISION 13 – SPECIAL CONSTRUCTION

NOT USED

DIVISION 14 – CONVEYING EQUIPMENT

NOT USED

DIVISION 21 – FIRE SUPPRESSION

NOT USED

DIVISION 22 – PLUMBING

NOT USED

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

NOT USED

DIVISION 26 – ELECTRICAL

NOT USED

DIVISION 27 – COMMUNICATIONS

NOT USED

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

NOT USED

DIVISION 29 – RESERVED

NOT USED

DIVISION 30 – RESERVED

NOT USED

DIVISION 31 – EARTHWORK

31 00 00SITE CLEARING

31 20 00EARTHWORK

31 22 00GRADING

31 23 16EXCAVATION

31 23 23FILL

31 25 00EROSION AND SEDIMENT CONTROL

31 32 00SOIL STABILIZATION SYSTEM

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23AGGREGATE BASE COURSES

32 12 16ASPHALT PAVING

32 13 13CONCRETE PAVING

32 17 13WHEEL STOPS

32 17 23.23PAINTED PAVEMENT MARKINGS

32 90 00PLANTING

32 91 13SOIL PREPARATION

32 92 19SEEDING

32 93 00PLANTS

DIVISION 33 – UTILITIES

END OF TABLE OF CONTENTS

DOCUMENT 00 01 01 – PROCUREMENT & CONTRACTING REQUIREMENTS

- Notice To Bidders - Solicitation Fact Sheet (eMaryland Marketplace Advantage attachment)

- Instructions to Bidders for Construction Projects (March 2007) (eMaryland Marketplace Advantage attachment)

- General Conditions for Construction Contracts (July 1, 2018) (eMaryland Marketplace Advantage attachment)

- Bid Proposal Affidavit (eMaryland Marketplace Advantage attachment)

- State Funded Construction Projects — Payment of Employee Health Care Expenses (eMaryland Marketplace Advantage attachment)

- Contractors Questionnaire

- Bid Bond, if applicable (eMaryland Marketplace Advantage attachment)

- Minority Business Enterprise Utilization Procedures (November 2017) (eMaryland

Marketplace

Advantage attachment)

- MBE Attachment D-IA Forms (eMaryland Marketplace Advantage attachment)

- List of Prevailing Wage Rates, if applicable

- Addenda, if any (eMaryland Marketplace Advantage attachment)

- List of Drawings

- Pre-Bid Conference/Site Visit — Refer to: State Finance and Procurement Article 914-

DOCUMENT 00 01 15 - LIST OF DRAWING SHEETS

1.1LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set titled SUSQUEHANNA STATE PARK ADA IMPROVEMENTS AND UPGRADES dated February 3, 2023, approved February 13, 2023, and as modified by subsequent Addenda and Contract modifications.

B. List of Drawings: Drawings consist of the following Contract Drawings and other drawings of type indicated:

SHEET NO.SHEET NAME

01 COVER SHEET

02 LOCATION PLAN

03 BEECHNUT LOOP (WEST LOOP) & PLAYGROUND AREA LAYOUT PLAN

04 ACORN LOOP (EAST LOOP) LAYOUT PLAN

05 BEECHNUT LOOP (WEST LOOP) & PLAYGROUND AREA GRADING PLAN

06 ACORN LOOP (EAST LOOP) GRADING PLAN

07 BEECHNUT LOOP (WEST LOOP) & PLAYGROUND AREA STORMWATER MANAGEMENT

PLAN

08 ACORN LOOP (EAST LOOP) STORMWATER MANAGEMENT PLAN

09 ACORN LOOP (EAST LOOP) EROSION AND SEDIMENT CONTROL NOTES

10 SEDIMENT CONTROL, HARDSCAPE & LANDSCAPE DETAILS

01 10 00-1 SUMMARY

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SUMMARY

A. Work includes furnishing all new materials, utilities, equipment, supplies, labor, transportation, fuel, and power, performing all work as required by Contract, in strict accordance with Specifications and Drawings. Work shall be complete, and all work, materials and services not expressly called for in Specifications, or specifically indicated on Drawings which may be necessary for complete and proper construction to carry out Contract in good faith, shall be performed, furnished, and installed by CONTRACTOR at no additional cost to GOVERNMENT. Work shall be executed in the best and most workmanlike manner by qualified, careful, and experienced workmen. If not previously secured and furnished by GOVERNMENT or KO, it shall be the responsibility of CONTRACTOR to obtain all necessary permits. Where permits have been previously obtained by GOVERNMENT or KO, it shall be the responsibility of CONTRACTOR to amend such permits as may be necessary because of changes and/or substitutions and subsequently obtain, in writing, necessary regulatory agency approval.

B. The Work covered under this Contract shall include but is not limited to the following items:

1. Mobilize and demobilize construction equipment.

2. Provide submittals required in the Specifications and revise the submittals as required until they meet the requirements of the Specifications to the satisfaction of KO AND

COR.

3. Implement temporary erosion and sediment control measures and maintain erosion and sediment control measures throughout the Project.

4. Conduct post-construction as-built surveys; construction stakeouts; and provide as-built certifications. Provide surveys to the GOVERNMENT in both hard copy and electronic files.

5. Clear and grub entire construction area within limits of disturbance.

6. Perform selective demolition including but not limited to existing lights, concrete slab, curb, and paving.

7. Mill and re-surface existing asphalt paving.

8. Remove existing wheel stops from parking lot and install new concrete wheel stops after re-surfacing and paving is complete.

9. Grade site and construct drainage swales.

10. Furnish and install asphalt paving.

11. Furnish and install concrete paving.

12. Furnish and install concrete curb and gutter.

13. Furnish and install permanent stormwater management features such as planting.

14. Furnish temporary electrical power, lighting, and communication equipment (including security lighting and telephone service).

15. Miscellaneous site work including cleanup, site restoration, temporary and permanent vegetation of areas disturbed during construction.

16. Perform all other Work that is not specifically defined in this Part 1.01.B of this Section but shown on the Drawings and described in these specifications.

01 10 00-2 SUMMARY

C. In the event of any omission from the Specifications and/or the Drawings, the best general practice is to prevail with usage of new materials and quality workmanship.

D. The CONTRACTOR shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees, subcontractors, or Work, and at completion of the Work shall remove his tools, equipment, scaffolding, temporary structures, and surplus materials. Trash containers shall be furnished, maintained, and emptied by the CONTRACTOR to the satisfaction of the KO or COR. Any material and debris not scheduled for use on the site shall be promptly removed from the site. The COR may order the CONTRACTOR to clean up the storage site at any stage of work at no added cost to the GOVERNMENT. Should the CONTRACTOR fail to clean up the storage site on order from the GOVERNMENT, the cleanup may be performed by the KO and the cost thereof plus ten percent (10%) deducted from payments due to the CONTRACTOR.

E. Contract Drawings:

1. The following Drawings accompany the Bid Package and are hereby made part of this

Contract.

a. ADA Improvements and Upgrades at Susquehanna State Park

DRAWING NUMBER

TITLE

Cover Sheet Location Plan Beechnut Loop (West Loop) & Playground Area Layout Plan Acorn Loop (East Loop) Layout Plan Beechnut Loop (West Loop) & Playground Area Grading Plan Acorn Loop (East Loop) Grading Plan Beechnut Loop (West Loop) & Playground Area SWM Plan Acorn Loop (East Loop) SWM Plan Acorn Loop (East Loop) Erosion and Sediment Control Notes Sediment Control, Hardscape & Landscape Details

01 10 00-3 SUMMARY

1.2 CONTRACTOR USE OF SITE AND PREMISES:

A. Construction Operations: Limited to areas noted on Drawings.

B. Contractor shall have no access to existing buildings except for Work as noted on

Drawings.

C. For any action requiring approval by, or requiring notification to Government, provide minimum seventy-two (72) hours written notice to Government.

D. Arrange use of site and premises to allow:

1. Government occupancy.

2. Work by Others.

3. Work by Government.

E. Provide access to and from site as required by law and by Government:

1. Do not obstruct roadways, sidewalks, or other public ways without permit.

1.3 GOVERNMENT OCCUPANCY:

A. Government intends to continue to occupy adjacent portions of the site during the entire construction period.

B. Government intends to occupy the Project upon Substantial Completion.

C. Cooperate with Government to minimize conflict and to facilitate Government’s operations.

D. Schedule the Work to accommodate Government occupancy.

PART 2 PRODUCTS

2.1 EQUIPMENT AND MATERIALS

A. CONTRACTOR shall furnish new materials, utilities, equipment, and supplies when completing the Work.

B. See General Conditions regarding the use of substitution or "or equal" equipment when completing the Work.

PART 3 EXECUTION

3.1 GENERAL

A. CONTRACTOR shall execute all Work in accordance with the requirements of the Documents of this Solicitation.

3.2 FAMILIARIZATION

A. Prior to implementing any Work described in the Documents of this Solicitation, CONTRACTOR shall become thoroughly familiar with the site, the existing site conditions, and all portions of the Work falling within the appropriate section of the Specifications.

B. Prior to implementing any Work, CONTRACTOR shall carefully inspect the previously installed Work to verify that the previous Work is complete to the point where the installation of succeeding Work may properly commence without adverse impact.

C. If CONTRACTOR has any concerns regarding the previously installed Work, then CONTRACTOR should immediately notify KO and COR verbally and in writing (within 48 hours of the site visit). Failure to notify KO and COR or continuance with Work will be construed as CONTRACTOR’S acceptance of the previous Work.

01 10 00-4 SUMMARY

3.3 PROTECTION OF WORK

A. CONTRACTOR shall use all means necessary to protect all prior Work, including all materials and completed Work of other Sections.

B. In the event of damage to Work performed by CONTRACTOR prior to KO’s acceptance of the Work, CONTRACTOR shall immediately make all repairs and replacements necessary to the approval of KO and COR and at no additional cost to Government.

END OF SECTION

01 30 00-1 ADMINISTRATIVE REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

1.1 SECTION INCLUDES

A. Administration of Contract: Provide administrative requirements for the proper coordination and completion of work including the following:

1. Supervisory personnel.

2. Preconstruction conference.

3. Project meetings, minimum of two per month; prepare and distribute minutes.

B. Reports: Submit daily and special reports.

C. Work Schedule: Submit progress schedule, updated monthly.

D. Submittal Schedule: Prepare submittal schedule; coordinate with progress schedule.

E. Schedule of Values: Submit schedule of values.

F. Schedule of Tests: Submit schedule of required tests including payment and responsibility.

G. Perform Surveys: Lay out the work and verifying locations during construction. Perform final site survey.

H. Emergency Contacts: Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency.

I. Record Documents: Submit record drawings and specifications; to be maintained and annotated by Contractor as work progresses.

1.2 SUBMITTALS

A. Types of Submittals: Provide types of submittals listed in individual sections and number of copies required below.

1. Shop drawings, reviewed and annotated by the Contractor - 4 copies.

2. Product data - 4copies.

3. Samples - 2, plus extra samples as required to indicate range of color, finish, and texture to be expected.

4. Inspection and test reports - 4 copies.

5. Warranties - 4 copies.

6. Survey data - 4 copies.

7. Closeout submittals - 4 copies.

8. Project photographs - 12 digital images each month submitted on CD. Submit cumulative CD at each subsequent submittal. Label each image with date.

B. Submittal Procedures: Comply with project format for submittals. Comply with submittal procedures established by Architect including Architect’s submittal and shop drawing stamp.

Provide required resubmittals if original submittals are not approved. Provide distribution of approved copies including modifications after submittals have been approved.

C. Samples and Shop Drawings: Samples and shop drawings shall be prepared specifically for this project. Shop drawings shall include dimensions and details, including adjacent construction and related work. Note special coordination required. Note any deviations from requirements of the Contract Documents.

01 30 00-2 ADMINISTRATIVE REQUIREMENTS

D. Warranties: Provide warranties as specified; two-year labor and material warranty, warranties shall not limit length of time for remedy of damages Owner may have by legal statute. Contractor, supplier, or installer responsible for performance of warranty shall sign warranties.

PART 2 PRODUCTS - Not applicable to this Section

PART 3 EXECUTION - Not applicable to this Section

01 40 00-1 QUALITY REQUIREMENTS

SECTION 01 40 00

QUALITY REQUIREMENTS

A. References and standards.

B. Quality control submittals.

C. Mock-ups.

D. Control of installation.

E. Tolerances.

F. Testing services.

G. Manufacturers’ field services.

1.2 DEFINITIONS

A. In context of this program, quality assurance and quality control are defined as follows:

1. Quality Assurance - Planned and systematic pattern of all means and actions designed to provide adequate confidence that items or services meet contractual and regulatory requirements and will perform satisfactorily in service. This refers to means and actions employed by the Quality Assurance Consultant/Engineer to assure conformity of the construction with the requirements of the Drawings, and Technical Specifications.

2. Quality Control - Those actions which provide means to measure and regulate characteristics of item or service to contractual and regulatory requirements. This refers to those actions taken by the CONTRACTOR, Manufacturers, or Suppliers, including their designated representatives, to ensure that the materials and workmanship meet the requirements of the Drawings, Technical Specifications, and all components of the Contract Documents.

1.3 RELATED REQUIREMENTS

A. Section 01 30 00 - Administrative Requirements: Submittal procedures.

B. Section 0160 00 - Product Requirements: Requirements for material and product quality.

1.4 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008.

B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2011c.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2012.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the

Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;

2012a.

E. ASTM E329 - Standard Specification for Agencies Engaged Construction Inspection and/or Testing; 2011.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2009.

G. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.

1.5 SUBMITTALS

A. Testing Agency Qualifications:

1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.

01 40 00-2 QUALITY REQUIREMENTS

2. Submit copy of report of laboratory facilities inspection made by NIST Construction Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection.

B. Design Data: Submit for KO’s and COR’s knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Government's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to KO and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Conformance with Contract Documents.

k. When requested by KO, provide interpretation of results.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to KO, in quantities specified for Product Data.

1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

E. Manufacturer’s Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Government’s information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

F. Manufacturer’s Field Reports: Submit reports for KO’s and COR’s benefit as contract administrator or for Government.

1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.6 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from KO before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of KO shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.7 TESTING AND INSPECTION AGENCIES

A. Contractor shall employ and pay for services of an independent testing agency to perform other

01 40 00-3 QUALITY REQUIREMENTS

specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, and ASTM C1093.

2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.

3. Laboratory: Authorized to operate in Maryland.

4. Laboratory Staff: Maintain a full-time registered Engineer on staff to review services.

5. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 2 PRODUCTS - NOT USED

3.1 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers’ instructions, including each step in sequence.

C. Should manufacturers ‘instructions conflict with Contract Documents, request clarification from KO before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.2 MOCK-UPS

A. Tests will be performed under provisions identified in this section and identified in the respective product specification sections.

B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

C. Accepted mock-ups shall be a comparison standard for the remaining Work.

D. Where mock-up has been accepted by KO and is specified in product specification sections to be removed, remove mock-up and clear area when directed to do so.

3.3 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers’ tolerances. Should manufacturers’ tolerances conflict with Contract Documents, request clarification from KO before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.4 TESTING AND INSPECTION

A. Testing Agency Duties:

01 40 00-4 QUALITY REQUIREMENTS

1. Provide qualified personnel at site. Cooperate with KO and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify KO and Contractor of observed irregularities or non-conformance of

Work or products.

5. Perform additional tests and inspections required by KO.

6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract

Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel and provide access to the Work and to manufacturers’ facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify COR and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Government’s agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by KO.

E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

3.5 MANUFACTURERS’ FIELDSERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.

B. Submit qualifications of observer to KO and COR 30 days in advance of required observations.

1. Observer subject to approval of KO and COR.

C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers’ written instructions.

3.6 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of KO and COR, it is not practical to remove and replace the Work, KO will direct an appropriate remedy or adjust payment.

01 50 00-1 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

A. Temporary utilities.

B. Temporary sanitary facilities.

C. Temporary Controls: Barriers, enclosures, and fencing.

D. Security requirements.

E. Vehicular access and parking.

F. Waste removal facilities and services.

G. Project identification sign.

H. Field offices.

1.2 RELATED REQUIREMENTS

A. Section 01 51 00 — Temporary Utilities.

1.3 TEMPORARY UTILITIES

A. Contractor will provide the following:

1. Electrical power and metering, consisting of connection to existing facilities.

2. Water supply, consisting of connection to existing facilities.

B. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

C. Existing facilities may be used at the discretion of the Government.

D. New permanent facilities may be used at the discretion of the Government.

1.4 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.5 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for Government’s use of site and to protect existing facilities and adjacent properties from damage from construction operations.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way.

C. Provide protection for trees and plants designated to remain. Replace damaged plants.

D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.6 FENCING

A. Provide temporary orange fence around construction site as shown on Drawings.

1.7 SECURITY

A. Provide security and facilities to protect Work, existing facilities, and Government’s operations from unauthorized entry, vandalism, or theft.

1.8 VEHICULAR ACCESS AND PARKING

A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.

01 50 00-2 TEMPORARY FACILITIES AND CONTROLS

B. Coordinate access and haul routes with governing authorities and Government.

C. Provide means of removing mud from vehicle wheels before entering streets.

D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.9 WASTE REMOVAL

A. See Section 01 74 19 - Waste Management, for additional requirements.

B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

C. Provide containers with lids. Remove trash from site periodically.

D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers.

1.10 PROJECT IDENTIFICATION

A. Provide project identification sign.

B. Erect on site at location indicated.

C. No other signs are allowed without Government permission except those required by law.

1.11 FIELD OFFICES

A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack, and drawing display table.

B. Provide space for Project meetings, with table and chairs to accommodate 8 persons.

C. Locate offices a minimum distance of 30 feet from existing and new structures.

D. Locate as directed by Government.

PART 3 EXECUTION - NOT USED

01 57 13-1 TEMPORARY EROSION AND SEDIMENT CONTROL

SECTION 01 57 13

TEMPORARY EROSION AND SEDIMENT CONTROL

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Compensation of Government for fines levied by authorities having jurisdiction due to non- compliance by Contractor.

1.2 RELATED REQUIREMENTS

A. Section 31 10 00 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

B. Section 31 22 00 - Grading: Temporary and permanent grade changes for erosion control.

C. Section 32 11 23 - Aggregate Base Courses: Temporary and permanent roadways.

D. Section 32 93 00 - Plants: Permanent plantings for erosion control.

1.3 REFERENCE STANDARDS

A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007.

B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity;

1999a (Reapproved 2009).

C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2004 (Reapproved 2009).

D. ASTM D4632 -Standard Test Method for Grab Breaking Load and Elongation of Geotextiles;

2008.

E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2004.

F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009).

G. Maryland Department of the Environment -2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

H. Standard Specifications for Construction and Materials, Maryland State Highway Administration, July 2008.

1.4 PERFORMANCE REQUIREMENTS

A. Comply with requirements of 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

B. Follow the Drawings and submit periodic inspection reports in accordance with requirements of 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

D. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

01 57 13-2 TEMPORARY EROSION AND SEDIMENT CONTROL

E. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 10 years.

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

H. Sedimentation of Waterways on Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

J. Open Water: Prevent standing water that could become stagnant.

K. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.5 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

C. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

D. Maintenance Instructions: Provide instructions covering inspection and maintenance for temporary measures that must remain after Substantial Completion.

01 57 13-3 TEMPORARY EROSION AND SEDIMENT CONTROL

2.1 MATERIALS

A. Follow requirements of 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

B. Gravel: See Section 32 11 23 for aggregate.

3.1 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.2 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.3 SCOPE OF PREVENTIVE MEASURES

A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Follow requirements of 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control and Drawings.

3.4 INSTALLATION

A. Follow requirements of 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control and Drawings.

3.5 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches (13 mm) or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Follow requirements of 2011 Maryland Standards and Specifications for Soil Erosion and

Sediment Control and Drawings

D. Clean out temporary sediment control structures weekly and relocate soil on site.

E. Place sediment in appropriate locations on site; do not remove from site.

3.6 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by COR.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

D. Follow requirements of 2011 Maryland Standards and Specifications for Soil Erosion and

Sediment Control and Drawings.

01 60 00-1 PRODUCT REQUIREMENTS

SECTION 01 60 00

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. General product requirements.

B. Transportation, handling, storage, and protection.

C. Product option requirements.

D. Substitution limitations and procedures.

E. Maintenance materials, including extra materials, spare parts, tools, and software.

1.2 RELATED REQUIREMENTS

A. Section 01 10 00 -Summary.

B. Section 01 40 00 - Quality Requirements: Product quality monitoring.

C. Section 01 74 19 - Construction Waste Management and Disposal: Waste disposal requirements potentially affecting packaging and substitutions.

1.3 REFERENCE STANDARDS

A. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

1.4 SUBMITTALS

A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

1. Submit within 15 days after date of Agreement.

2. For products specified only by reference standards, list applicable reference standards.

B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers’ standard data to provide information specific to this Project.

C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer’s standard colors, textures, and patterns.

2.1 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

2.2 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:

Submit a request for substitution for any manufacturer not named.

01 60 00-2 PRODUCT REQUIREMENTS

2.3 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

3.1 SUBSTITUTION PROCEDURES

A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

C. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work that may be required for the

Work to be complete with no additional cost to Government.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

E. Substitution Submittal Procedure:

1. Submit 5 copies of request for substitution for consideration. Limit each request to one proposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The KO will notify Contractor in writing of decision to accept or reject request.

3.2 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer’s instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.3 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers’ instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

01 60 00 3 PRODUCT REQUIREMENTS

F. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.

G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

H. Prevent contact with material that may cause corrosion, discoloration, or staining.

I. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

J. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

01 70 00-1 CLOSEOUT REQUIREMENTS

SECTION 01 70 00

CLOSEOUT REQUIREMENTS

A. Examination, preparation, and general installation procedures.

B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances.

C. Cutting and patching.

D. Cleaning and protection.

E. Starting of systems and equipment.

F. Demonstration and instruction of Government personnel.

G. Closeout procedures, except payment procedures.

H. General requirements for maintenance service.

1.2 RELATED REQUIREMENTS

A. Section 01 10 00 - Summary: Limitations on working schedule.

B. Section 01 30 00 - Administrative Requirements: Submittal’s procedures.

C. Section 01 40 00 - Quality Requirements: Testing and inspection procedures.

D. Section 01 51 00 - Temporary Utilities: Temporary heating, cooling, and ventilating facilities.

E. Section 01 74 19 - Construction Waste Management and Disposal: Additional procedures for trash/waste removal, recycling, salvage, and reuse.

F. Section 01 78 00 - Closeout Submittals: Project record documents, operation and maintenance data, warranties, and bonds.

G. Section 02 41 00 - Demolition: Demolition of whole structures and parts thereof; site utility demolition.

1.3 REFERENCE STANDARDS

A. NFPA241-Standardfor Safeguarding Construction, Alteration, and Demolition Operations;

2009.

1.4 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. Include design drawings and calculations for bracing and shoring.

2. Identify demolition firm and submit qualifications.

3. Include a summary of safety procedures.

C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:

1. Structural integrity of any element of Project.

2. Integrity of weather exposed or moisture resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight exposed elements.

5. Work of Government or separate Contractor.

D. Project Record Documents: Accurately record actual locations of capped and active utilities.

1.5 QUALIFICATIONS

01 70 00-2 CLOSEOUT REQUIREMENTS

A. For survey work, employ a land surveyor registered in Maryland and acceptable to KO.

Submit evidence of Surveyor’s Errors and Omissions insurance coverage in the form of an Insurance Certificate.

B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in Maryland.

1.6 PROJECT CONDITIONS

A. Use of explosives is not permitted.

B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion.

D. Dust Control: Execute work by methods to minimize raising dust from construction operations.

Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property.

E. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.

1. Minimize amount of bare soil exposed at one time.

2. Provide temporary measures such as berms, dikes, and drains, to prevent water flow.

3. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays.

4. Periodically inspect earthwork to detect evidence of erosion and sedimentation;

promptly apply corrective measures.

F. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations.

G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations.

1.7 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Notify affected utility companies and comply with their requirements.

C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of work of separate sections.

G. After Government occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Government's activities.

2.1 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching

01 70 00-3 CLOSEOUT REQUIREMENTS

and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00.

3.1 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.

Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or mis fabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

32 PREPARATIONS

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

3.3 GENERAL…