2am_specs.pdf

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 PAY REQUESTS

1.2 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.3 DAMAGE TO WORK.

1.4 PARTIAL PAYMENT

1.5 CERTIFICATES OF COMPLIANCE

1.6 PURCHASE ORDERS

1.7 SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1

1.8 ACCIDENT INVESTIGATIONS AND REPORTING

1.9 ACCIDENT PREVENTION PROGRAM

1.10 DAILY INSPECTIONS

1.11 ENVIRONMENTAL LITIGATION

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 SUBCONTRACTS

1.14 REQUIRED INSURANCE - WORK ON A NON-GOVERNMENT INSTALLATION.

1.15 PROTECTION OF MATERIAL AND WORK

1.16 CONTAMINATION OF WATER

1.17 COMMERCIAL WARRANTY

1.18 ORDER AND COORDINATION OF WORK

1.19 PARTNERING

1.20 CONTRACTOR PERFORMANCE EVALUATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 08 00 Page 1

Amendment 0002

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 PAY REQUESTS

Pay requests authorized in the Contract Clause entitled "Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause entitled "Prompt Payment for Construction Contracts". Pay requests shall be submitted on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation", respectively. All information and substantiation required by the identified contract clauses shall be submitted with the ENG Form 93, and the required certification shall be included on the last page of the ENG Form 93a, signed by an authorized official of the Contractor and dated when signed. The designated billing office is the Office of the Area Engineer.

1.2 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

a. Unless otherwise specified, shown on the drawings, or stated in writing by the Contracting Officer, the Contractor shall not move or disturb any public utilities or private improvements. Such removals, alterations, and/or relocations, where necessary, will be made by others. The locations shown on the drawings for underground utilities are approximate only. The exact locations of such utilities shall be determined by the Contractor in the field prior to commencing construction operations in their vicinity.

b. The attention of the Contractor is directed to the possibility that public utilities or private improvements may be encountered within the construction limits, some of which may be buried, and the existence of which is presently not known. Should any such utilities or improvements be encountered, the Contractor shall immediately notify the Contracting Officer so that a determination may be made as to whether they shall be removed, relocated, or altered. After such determination is made, the Contractor shall, if so directed by the Contracting Officer, remove, relocate, or alter them as required and an equitable adjustment will be made. In the event the Contracting Officer arranges for such removals, alterations, or relocations to be performed by others, the Contractor shall cooperate with such others during the latters' removal, alteration, or relocation operations.

1.3 DAMAGE TO WORK.

The responsibility for damage to any part of the permanent work shall be as set forth in the Contract Clause entitled "Permits and Responsibilities." However, if in the judgment of the Contracting Officer any part of the permanent work performed by the Contractor is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If in the opinion of the Contracting Officer there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to

DOCUMENT 00 08 00 Page 2 the Contract Clause entitled, "Changes," of the contract will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment, and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.4 PARTIAL PAYMENT

At the discretion of the Contracting Officer, partial payment will be made for equipment delivered and stored on site or off site providing such storage is in accordance with the provisions of these specifications and the Contractor furnishes satisfactory evidence that title to such equipment has been acquired and that it will be utilized on the work covered by these specifications. Partial payment is defined as the invoice amount plus shipping costs. If the equipment is stored off site, the Government shall have the right to inspect the equipment.

1.5 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 3 copies.

Each certificate shall include the signature and title of an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from responsibility for furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.6 PURCHASE ORDERS

Two copies of all purchase orders for other than stock materials showing the firm names and addresses and list of material shall be furnished to the Contracting Officer or an authorized representative as soon as issued.

1.7 SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1

The Safety and Health Requirements Manual EM 385-1-1 forms a part of these specifications. EM 385-1-1 and its changes are available at http://www.publications.usace.army.mil/USACEPublications/Engineer-Manuals/ .

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.8 ACCIDENT INVESTIGATIONS AND REPORTING

Refer to EM 385-1-1, Paragraph 01.D. Accidents, involving contractor and/or subcontractor employees performing any work or related work on a USACE project, shall be investigated and reported immediately to the Contracting Officer or authorized Contracting Officer's representative.

This reporting requirement applies to on-site or off-site accidents. Upon receipt of the initial accident report notification, the Contracting Officer shall issue additional guidance concerning continuing project

DOCUMENT 00 08 00 Page 3 operations which may include a "cease work" directive. If a cease work directive is issued, the Contractor will not be allowed to resume work related to the accident until all conditions of the "cease work" directive are met. After the initial notification, the Contractor shall ensure a formal investigation is conducted and reports are completed by the immediate supervisor of the employee(s) involved and reported to the Contracting Officer or an authorized representative within one working day after the accident occurs. The accident Investigation report shall be made on ENG Form 3394.

1.9 ACCIDENT PREVENTION PROGRAM

Refer to Contract Clause FAR 52.236-13 entitled, "Accident Prevention".

Within 15 days after receipt of Notice of Award of the contract, and at least 7 days prior to the prework conference, the original and one copy of the Accident Prevention Program shall be submitted to the Contracting Officer for review. See EM 385-1-1 Appendix A (2014 Edition) and checklist included at the end of this section for guidance in creating the Accident Prevention Plan.

The program shall also include a copy of company policy statement of accident prevention and any other guidance statements normally provided new employees. Each company employee shall be required to sign the company policy statement of accident prevention to verify that all employees have been informed of the safety program, and such signed statements shall be maintained at the project site.

When marine plant and equipment are in use under this contract, the requirements of EM 385-1-1, Section 19 shall be met.

The Contractor shall not commence physical work at the site until the program has been reviewed and found acceptable by the Contracting Officer, or an authorized representative. The Contractor shall submit for approval the Activity Hazard Analysis for each phase of construction prior to the beginning of work in each phase. Also refer to Section 1 of EM 385-1-1.

1.10 DAILY INSPECTIONS

The Contractor shall perform daily safety inspections and record them in RMS. Reports of daily inspections shall be maintained at the job site.

The reports shall be records of the daily inspections and resulting actions. Each report shall include, as a minimum, the following:

a. Phase(s) of construction underway during the inspection.

b. Locations of areas inspections were made.

c. Results of inspection, including nature of deficiencies observed and corrective actions taken, or to be taken, date, and signature of the person responsible for its contents.

1.11 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is ordered by a court of competent jurisdiction to be suspended, delayed, or interrupted as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine whether the order is due in any part to the acts or omissions of the Contractor or a Subcontractor at any tier not

DOCUMENT 00 08 00 Page 4 required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a Subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the Contract Clause entitled "Suspension of Work".

b. The term "environmental litigation", as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled, "Default (Fixed-Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(5) (6) (7) (7) (7) (8) (8) (9) (6) (6) (7) (7)

c. Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause

DOCUMENT 00 08 00 Page 5 entitled "Default (Fixed Price Construction)".

1.13 SUBCONTRACTS

In accordance with the Contract Clause entitled "Subcontracts", the Contractor shall, within seven days after the award of any subcontract by the Contractor or a Subcontractor, deliver to the Contracting Officer two copies of a completed Standard Form 1413. Both copies must contain the original signatures of both parties.

1.14 REQUIRED INSURANCE - WORK ON A NON-GOVERNMENT INSTALLATION.

a. The Contractor shall, at its own expense, provide and maintain during the entire performance period of this contract at least the kinds and minimum amounts of insurance required in the following schedule:

(1) Workmen's Compensation . Amounts required by applicable jurisdictional statutes.

(2) Employer's Liability Insurance . $100,000

(3) Comprehensive General Liability Insurance .

Bodily Injury - $500,000 per occurrence

(4) Comprehensive Automobile Insurance .

Bodily Injury - $200,000 each person $500,000 each accident Property Damage - $ 20,000 each accident

b. Within 15 days after receipt of Notice of Award and before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective

(1) for such period as the laws of the State in which this contract is to be performed prescribe, or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. The Contractor shall insert the substance of this clause, including this paragraph c, in subcontracts under this contract and shall require subcontractors to provide and maintain the insurance required in paragraph a above. The Contractor shall maintain a copy of all subcontractor's proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

d. Statements of required insurance should be submitted to the following address:

Department of the Army St. Louis District, Corps of Engineers Central Area Office; CEMVS-EC-CA 1222 Spruce Street St. Louis, Missouri 63103

DOCUMENT 00 08 00 Page 6

1.15 PROTECTION OF MATERIAL AND WORK

The Contractor shall at all times protect and preserve all materials, supplies, and equipment of every description (including property which may be Government-furnished or owned) and all work performed. All reasonable requests of the Contracting Officer to enclose or specially protect such property shall be complied with. If, as determined by the Contracting Officer, material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payments due to the Contractor.

1.16 CONTAMINATION OF WATER

In addition to the requirements set forth in SECTION 01 11 30, paragraph Protection of Water Resources, the Contractor shall take positive protective measures to prevent spillage of potential pollutant materials such as fuel, emulsion materials, chemicals etc., from storage containers or equipment, into lakes or tributary waters. Such positive protective measures may include, but are not limited to, the following:

(1) A berm enclosure of sufficient capacity to contain such materials.

(2) Security measures to prevent acts of vandalism which could result in spillage of such materials (fences, guards, etc.).

(3) Storage of such materials in an area where the terrain would preclude leakage into lake or tributary waters.

(4) Utilization of secure Government storage areas if the Contracting Officer indicates such space is available. No storage past immediate needs (2 days) without the consent of the Contracting Officer.

The Contractor shall submit its proposals for implementing the above provisions in accordance with SECTION 01 11 30, paragraph Environmental Protection Plan.

1.17 COMMERCIAL WARRANTY

The Contractor agrees that the standard commercial equipment furnished under this contract shall be covered by the most favorable commercial warranties the manufacturer gives to any customer for such equipment, and that the rights and remedies provided herein are in addition to and do not limit any rights afforded to the Government by any other clause of this contract. The Contractor shall furnish two copies of the warranties to the Contracting Officer.

1.18 ORDER AND COORDINATION OF WORK

The Contractor shall comply with the following paragraphs:

A. Cemetery hours of operation:

1. Standard Schedule: Monday through Friday 8:00 a.m. to 4:30 p.m.

2. The contractor will be allowed to work from Dawn to Dusk as a management officer will be onsite

3. The 1st weekend of each month the site will be open for work to commence at the contractors option to work.

4. Closed on Thanksgiving, Christmas and New Year's Day.

5. The contractor shall have weekly meetings with the COR to

DOCUMENT 00 08 00 Page 7 discuss planned internments to ensure scheduled work will not impact funeral processions. No loud work will be permitted during internments. Up to 30 minutes of interruption to loud work activities should be anticipated and scheduled per day. The Contractor shall schedule appropriate work to be accomplished during these times. In the event that no appropriate work can be accomplished during this time, the Contractor and COR shall agree to this and document the time no work was completed. The cumulative time of no work instances beyond the anticipated 30 minutes per day will be added to the total contract time and paid under the Stand By line item.

B. Anticipated sequence of work is shown below. The Contractor may deviate from this sequence if necessary, after coordinating with the

COR.

1. Layout & staking - establish control and boundaries

2. Demo surface items & stripping

3. Excavation, flowable fill & storm sewer staging

4. Backfill and underdrain/storm system layout and construction

5. Columbarium, retaining wall, and stair foundation forming and pouring

6. Columbarium deck forming and initial irrigation system layout

7. Columbarium & wall construction & irrigation system completion

8. Topsoil & seeding or sodding, tree planting, landscape installation

9. Signage and site appurtenance installation

10. Irrigation and other testing

C. Project Features

1. The site consists of 2 Phases for a total of 10,000 Niches

2. Phase I shall only be bid on and constructed

3. Phase I consists of:

i. All site work, earthwork, and all at and/or below ground features excluding the Phase II niches as noted in the drawings.

ii. 5000 - Niche Unit

4. Phase II

i. 5000 - Niche Unit

ii. Remaining site work as noted in the drawings

D. Project Schedule As soon as the project construction schedule has been developed, the Contractor shall notify the COR of the date they anticipate the need for the Government furnished niche covers to be delivered onsite. The COR will then coordinate with the NCA and the Contractor for delivery.

1.19 PARTNERING

In order to most effectively accomplish this contract, the Government is willing to form a cohesive partnership with the Contractor. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done right the first time, within budget, and on schedule. This partnership would be bilateral in make-up and partnership will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by all parties and will be shared equally with no change in contract price.

DOCUMENT 00 08 00 Page 8

1.20 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor's performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $100,000.00, the USACE will evaluate contractor's performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user's computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor.

Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.navy.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

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00 08 00 14 ACCIDENTAL PREVENTION PROGRAM X X

00 08 00 19 STATEMENT OF REQUIRED INSURANCE X X

01 00 01 1.1 SECURITY PLAN X X

01 00 01 1.3 EXISTING CONDITIONS VIDEO X X

01 00 01 1.6 SURVEYOR QUALIFICATIONS X X

01 00 01 1.7 CERTIFIED SURVEY CHECKS X X

01 00 01 1.11 PHOTOS X X

01 11 30 1.5 ENVIRONMENTAL PROTECTION PLAN X X

01 11 30 3.1.3 COMMERCIAL BORROW x x

01 13 20 3.3 PROJECT SCHEDULE X X

01 14 40 3.2 QUALITY CONTROL PLAN X X

01 15 00 3.1 ACCESS/HAUL ROAD PLAN X X

03 30 53 1.4 CONCRETE MIX DESIGN X x

03 30 53 1.4 REINFORCEMENT X x

03 30 53 1.4 AIR-ENTRAINING ADMIXTURE X x

03 30 53 1.4 CHEMICAL ADMIXTURES X x

03 30 53 1.4 CURING COMPOUNDS X x

03 48 24 1.5 FASTENING SYSTEMS X x

03 48 24 1.5 MOUNTING HARDWARE X x

03 48 24 1.5 EXPOSED SURFACE FINISHES X x

03 48 24 1.5 PRECAST CONCRETE COLUMBARIUM UNITS X x

03 48 24 1.5 ADHESIVES X x 03 48 24 1.5 GROUTS X x 03 48 24 1.5 REPAIR/PATCHING MATERIALS X x 03 48 24 1.5 COLUMBARIUM UNIT SHOP DRAWINGS X x 03 48 24 1.5 COLUMBARIUM UNIT PRODUCTION DRAWINGS X x 03 48 24 1.5 COLUMBARIUM UNIT ERECTION DRAWINGS X x 03 48 24 1.5 CONCRETE FASTENERS X x 03 48 24 1.5 CLEANING INSTRUCTIONS X x 03 48 24 1.5 CONCRETE STAIN/COATING X x 03 48 24 1.5 MANUFACTURER'S QUALIFICATIONS X x 03 48 24 1.5 INSTALLER'S QUALIFICATIONS X x 03 48 24 1.5 QUALITY CHECK BY MANUFACTURER X x 04 05 13 1.4 TESTING LAB FACILITY X x 04 05 13 1.4 LAB TECHNICAL PERSONNEL QUALIFICATIONS X x 04 05 13 1.4 MORTAR X x 04 05 13 1.4 ADMIXTURES X x 04 05 13 1.4 CEMENT X x 04 05 13 1.4 HYDRATED LIME X x 04 05 13 1.4 ADMIXTURES X x 04 05 13 1.4 LIQUID ACRYLIC RESIN X x 04 05 16 1.3 PORTLAND CEMENT X x 04 05 16 1.3 MASONRY CEMENT X x 04 05 16 1.3 GROUTS X x 04 05 16 1.3 HYDRATED LIME X x 04 05 16 1.3 FINE AGGREGATE X x 04 05 16 1.3 COARSE AGGREGATE FOR GROUT X x 04 05 16 1.3 COLOR ADMIXTURE X x 04 05 16 1.3 GROUTS X x 04 05 16 1.3 ADMIXTURES X x 04 05 16 1.3 CEMENT X x 04 05 16 1.3 HYDRATED LIME X x 04 05 16 1.3 ADMIXTURES X x 04 05 16 1.3 LIQUID ACRYLIC RESIN X x 04 40 10 1.2 STONE X x 04 40 10 1.2 LIMESTONE X x

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04 40 10 1.2 MORTAR MATERIALS X x 04 40 10 1.2 VENEER ANCHORS X x 04 40 10 1.2 TRIM ANCHORS X x 04 40 10 1.2 EMBEDDED FLASHING X x 04 40 10 1.2 MASONRY ACCESSORIES X x 04 40 10 1.2 MASONRY CLEANERS X x 04 40 10 1.2 MORTAR MIXES X x 04 40 10 1.2 MORTAR COLOR SELECTION - INITIAL X x 04 40 10 1.2 STONE X x 04 40 10 1.2 MORTAR COLOR SELECTION - VERIFICATION X x 04 40 10 1.2 ENGRAVING X x 04 40 10 1.2 LIST OF MATERIALS X x 04 40 10 1.2 INSTALLER'S QUALIFICATIONS X x 04 43 00 1.2 STONE VENEER X x 04 43 00 1.2 ANCHOR'S, TIES AND JOINT REINFORCING X x 04 43 00 1.2 STONE VENEER X x 04 43 00 1.2 ANCHOR'S, TIES AND REINFORCEMENT X x 04 43 00 1.2 REINFORCING BARS X x 05 52 00 1.2 HANDRAIL X x 05 52 00 1.2 HANDRAIL X x 05 52 00 1.2 NON-SHRINK CEMENT GROUT X x 05 52 00 1.2 SEALANT X x 05 52 00 1.2 FINISHING X x 05 52 00 1.2 LOAD TESTS X x 05 52 00 1.2 GROUT COVER PLATES X x 05 52 00 1.2 HANDRAIL X x 05 52 00 1.2 WALL BRACKETS X x 05 52 00 1.2 GROUT COVER PLATES X x 05 52 00 1.2 HANDRAIL X x 05 52 00 1.2 WALL BRACKETS X x 07 11 13 1.1 ASPHALT PRIMER X x 07 11 13 1.1 ASPHALT EMULSION X x 07 92 00 1.3 JOINT SEALANTS INSTALLATION INSTRUCTIONS X x 07 92 00 1.3 CAULKING COMPOUND INSTRUCTIONS X x 07 92 00 1.3 JOINT SEALANT BACKING INSTRUCTIONS X x 07 92 00 1.3 FILLER INSTRUCTIONS X x 07 92 00 1.3 PRIMER INSTRUCTIONS X x 07 92 00 1.3 CLEANING INSTRUCTIONS X x 07 92 00 1.3 EXPOSED SEALANTS FOR EACH COLOR X x 07 92 00 1.3 CAULKING COMPOUND X x 07 92 00 1.3 PRIMERS X x 07 92 00 1.3 SEALING COMPOUND X x 09 06 00 1.3 FINISHES X x 13 05 41 1.3 EQUIPMENT ANCHORAGE DRAWINGS X x 13 05 41 1.3 BRACING DRAWINGS X x 13 05 41 1.3 DESIGN CALCS X x 13 05 41 1.3 ICBC EVALUATION REPORTS X x

26 05 11 1.12 EQUIPMENT ANCHORS AND SUPPORTS X X

26 05 11 1.12 WIRING DIAGRAMS X X

26 05 11 1.12 PARTS LIST X X

26 05 11 1.12 MAINTENANCE AND OPERATION MANUALS X X

26 05 19 1.3 WIRE AND CABLE X X

26 05 19 1.3 MATERIAL CERTIFICATION X X

26 05 26 1.3 CONNECTION AND ROUTING DIAGRAMS X X

26 05 26 1.3 GROUND RESISTANCE TEST X X

26 05 26 1.3 GROUNDING EQUIPMENT X X

26 05 33 1.3 PANELS X X

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26 05 33 1.3 PULL BOXES X X

26 05 33 1.3 CONDUIT PENETRATIONS LAYOUT X X

26 05 33 1.3 EQUIPMENT CERTIFICATION X X

26 30 05 1.4 SOLAR POWER GENERATION SYSTEM X X

26 30 05 1.4 SOLAR POWER GENERATION SYSTEM X X

26 30 05 1.4 SEISMIC CERTIFICATION X X

26 30 05 1.4 MAINTENANCE AND OPERATION MANUALS X X

26 30 05 1.4 SOLAR POWER GENERATION SYSTEM X X

26 30 05 1.4 ESTIMATED ANNUAL POWER OUTPUT CALCS X X

31 20 00 1.5 EARTHWORK PLAN X X

31 20 00 1.5 TESTING PLAN X X

31 20 00 1.5 QUALIFICATIONS X X

31 20 00 1.5 SOIL CLASSIFICATION TESTS X X

31 20 00 1.5 MOISTURE DENSITY RELATIONSHIPS TESTS X X

31 20 00 1.5 IN-PLACE DENSITY TESTS X X

31 20 00 1.5 WATER (MOISTURE) CONTENT TESTS X X

31 20 00 1.5 ADDITIONAL TESTS X X

31 23 19 1.2 CARE OF WATER PLAN X X

31 23 23.33 1.5 FLOWABLE FILL PLAN X X

31 23 23.33 1.5 MIX DESIGN X X

31 23 23.33 1.5 GROUND WATER QUALITY CERTIFICATIONS X X

31 23 23.33 1.5 MANUFACTURER'S QUALIFICATIONS X X

31 40 00 1.2 EROSION CONTROL ACTIVITIES X X

31 40 10 1.2 FERTILIZER X X

31 40 10 1.2 SEED X X

32 05 23 1.4 CEMENT/CONCRETE LAYOUT PLAN X X

32 05 23 1.4 REINFORCING X X

32 05 23 1.4 JOINTING PLAN X X

32 05 23 1.4 EXPANSION JOINT FILLER X X

32 05 23 1.4 SEALING COMPOUND X X

32 05 23 1.4 REINFORCEMENT X X

32 05 23 1.4 CURING MATERIALS X X

32 05 23 1.4 INSTALLATION INSTRUCTIONS X X

32 05 23 1.4 PIGMENT COLOR CHART/CHIP SET X X

32 05 23 1.4 COLORED CONCRETE PANEL X X

32 05 23 1.4 EXPOSED AGGREGATE CONCRETE PANEL X X

32 05 23 1.4 JOB-MIX FORMULA X X

32 05 23 1.4 SUB-BASE MATERIAL X X

32 05 23 1.4 EXPANSION JOINT FILLER X X

32 05 23 1.4 REINFORCEMENT X X

32 05 23 1.4 CURING MATERIALS X X

32 05 23 1.4 CONCRETE PROTECTIVE COATING X X

32 05 23 1.4 INSTALLER'S QUALIFICATIONS X X

32 05 23 1.4 SURVEYOR QUALIFICATIONS X X

32 05 23 1.4 CONCRETE MIX DESIGN X X

32 05 23 1.4 SUB-BASE JOB-MIX DESIGN X X

32 12 16 1.5 LEVELING AND WEARING COURSE X X

32 12 16 1.5 JOB-MIX FORMULA X X

32 12 16 1.5 LEVELING AND WEARING COURSE X X

32 12 16 1.5 JOB-MIX FORMULA X X

32 12 16 1.5 PRIME COAT X X

32 12 16 1.5 TACK COAT X X

32 12 16 1.5 HOT MIX ASPHALT X X

32 12 16 1.5 AGGREGATE X X

32 12 16 1.5 PLANT MIX X X

32 14 13 1.5 TESTS, INSPECTION AND VERIFICATION X X

32 14 13 1.5 PRECAST CONCRETE UNIT PAVING X X

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32 14 13 1.5 QUALIFICATIONS X X

32 14 13 1.5 PRECAST CONCRETE UNIT PAVERS X X

32 14 13 1.5 SETTING BED X X

32 14 13 1.5 JOINT FILLER X X

32 17 23 1.3 PAVEMENT MARKING LAYOUT X X

32 17 23 1.3 PAINT X X

32 17 23 1.3 PAINT X X

32 17 23 1.3 PAINT X X

32 17 23 1.3 QUALIFICATIONS X X

32 22 70 1.3 GRADATION TEST X X

32 22 70 1.3 EVALUATION TEST X X

32 22 70 1.3 BEDDING MATERIAL X X

32 22 70 1.3 BEDDING MATERIAL X X

32 22 70 1.3 RIPRAP X X

32 22 70 1.3 LABORATORY X X

32 22 70 1.3 SCALES X X

32 22 70 1.3 CERTIFIED WEIGHT TICKETS X X

32 33 00 1.3 FLOWER WATERING STATION X X

32 33 00 1.3 FLORAL REGULATIONS DECAL X X

32 33 00 1.3 TRASH RECEPTACLE X X

32 33 00 1.3 FLOWER VASE RECEPTACLE X X

32 33 00 1.3 WATER SPIGOT ASSEMBLIES X X

32 33 00 1.3 BENCHES X X

32 33 00 1.3 FINISHES X X

32 33 00 1.3 ACCESSORIES X X

32 33 00 1.3 FLOWER WATERING STATION X X

32 33 00 1.3 TRASH RECEPTACLE X X

32 33 00 1.3 FLOWER VASE RECEPTACLE X X

32 33 00 1.3 WATER SPIGOT ASSEMBLIES X X

32 33 00 1.3 BENCHES X X

32 33 00 1.3 FINISHES X X

32 33 00 1.3 ACCESSORIES X X

32 33 00 1.3 FLOWER WATERING STATION X X

32 33 00 1.3 TRASH RECEPTACLE X X

32 33 00 1.3 FLOWER VASE RECEPTACLE X X

32 33 00 1.3 WATER SPIGOT ASSEMBLIES X X

32 33 00 1.3 BENCHES X X

32 33 00 1.3 FINISHES X X

32 33 00 1.3 ACCESSORIES X X

32 33 00 1.3 QUALIFICATIONS X X

32 33 00 1.3 FLAG SLEEVE X X

32 84 00 1.5 PLANTING IRRIGATION SYSTEM X X

32 84 00 1.5 CONTROLLER CHART X X

32 84 00 1.5 IRRIGATION POINT-OF-CONNECTION X X

32 84 00 1.5 CONTROL PANEL X X

32 84 00 1.5 IRRIGATION ZONES X X

32 84 00 1.5 SPIGOT CONNECTION ASSEMBLY AND CURB STOP

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32 84 00 1.5 PLANTING IRRIGATION SYSTEM X X

32 84 00 1.5 GEAR-DRIVEN ROTOR SPRINKLER HEADS X X

32 84 00 1.5 VALVES X X

32 84 00 1.5 INSTALLATION INSTRUCTIONS X X

32 84 00 1.5 WARRANTY X X

32 84 00 1.5 PIPE AND FITTINGS X X

32 84 00 1.5 VALVES X X

32 84 00 1.5 MAINLINE COMPONENTS X X

32 84 00 1.5 WATER FILTRATION COMPONENTS X X

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32 84 00 1.5 CONTROL SYSTEM COMPONENTS X X

32 84 00 1.5 PLANTING IRRIGATION SYSTEM X X

32 84 00 1.5 MAINTENANCE AND OPERATION MANUALS X X

32 90 00 1.4 SEED X X

32 90 00 1.4 SOD X X

32 90 00 1.4 SOIL AMENDMENTS X X

32 90 00 1.4 ANTIDESICCANT X X

32 90 00 1.4 EROSION CONTROL MATERIALS X X

32 90 00 1.4 HYDRO MULCH X X

32 90 00 1.4 NON-ASPHALTIC TRACKIFIER X X

32 90 00 1.4 HERBICIDE X X

32 90 00 1.4 WEED CONTROL X X

32 90 00 1.4 MULCHES X X

32 90 00 1.4 EDGING X X

32 90 00 1.4 PLANT LIST X X

32 90 00 1.4 WARRANTY X X

32 90 00 1.4 INERT MULCH X X

32 90 00 1.4 ORGANIC MULCH X X

32 90 00 1.4 IMPORTED TOPSOILS X X

32 90 00 1.4 ORGANIC AMENDMENTS X X

32 90 00 1.4 PESTICIDES X X

32 90 00 1.4 EDGING MATERIALS X X

32 90 00 1.4 SOILS X X

32 90 00 1.4 CERTIFICATES OF COMPLIANCE X X

32 90 00 1.4 CARE INSTRUCTIONS X X

33 41 13 1.3 FOUNDATION DRAINAGE SYSTEM X X

33 41 13 1.3 FILTER FABRIC X X

33 41 13 1.3 INSTALLATION INSTRUCTIONS X X

33 41 13 1.3 WARRANTY X X

33 41 13 1.3 FILTER FABRIC X X

33 41 13 1.3 PIPE X X

33 41 13 1.3 FITTINGS X X

33 41 13 1.3 FOUNDATION DRAINAGE SYSTEM X X

33 40 00 1.3 STORM SEWER SYSTEM X X

33 40 00 1.7 STORM SEWER SYSTEM X X

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 Mobilization and Demobilization

1.2 Bonds

1.3 EXCAVATION

1.3.1 Measurement

1.3.2 Payment

1.4 EARTHWORK

1.4.1 Measurement

1.4.2 Payment

1.5 IRRIGATION SYSTEM

1.6 SITE WORK

1.7 FLOWABLE FILL

1.7.1 Measurement

1.7.2 Payment

1.8 COLUMBARIUM CONSTRUCTION

1.9 ROADWORK AND MISCELLANEOUS CONCRETE

1.10 DRAINAGE SYSTEM

1.11 PLANTING AND TURFING

1.12 OFFSITE BORROW

1.12.1 Measurement

1.12.2 Payment

1.13 FRACTURED ROCK REMOVAL

1.13.1 Measurement

1.13.2 Payment

1.14 STAND BY

1.14.1 Measurement

1.14.2 Payment

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 Mobilization and Demobilization

Payment for mobilization and demobilization will be made at the contract job price for "Mobilization and Demobilization", which price and payment shall constitute full compensation for providing all plant, labor, material, and equipment and performing all operations necessary for project mobilization and demobilization as defined in Section 00700, Contract Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.2 Bonds

Costs for bonds will not be measured for payment. Payment for costs associated with bonding will be made at the contract job price for "Bonds", as defined in the Contract Clauses, Section 00700.

1.3 EXCAVATION

1.3.1 Measurement

Excavation will be measured for payment by the cubic yard with quantities determined by the average end area method. The basis of measurement will be the cross sections of areas taken after clearing, grubbing, and stripping operations, and the theoretical gross cross sections of these areas after excavation is complete.

1.3.2 Payment

Payment for excavation will be made at the applicable contract unit price per cubic yard for "Excavation". These prices and payments shall constitute full compensation for furnishing all plant, labor, equipment and material and performing all operations necessary for all work, as specified and as shown on the drawings, including care of water for the excavated area.

1.4 EARTHWORK

1.4.1 Measurement

Earthwork will be measured for payment by the cubic yard with quantities determined by the average end area method. The basis of measurement will be the cross sections of areas to be filled, taken after flowable fill operations are complete, and the theoretical gross cross section of the completed work constructed within the specified tolerance.

1.4.2 Payment

Payment for earthwork will be made at the applicable contract unit price per cubic yard for "Earthwork". These prices and payments shall constitute full compensation for furnishing all plant, labor, equipment and material and performing all operations necessary to complete the work

SECTION 01 22 00 Page 2 as specified and as shown on the drawings.

1.5 IRRIGATION SYSTEM

Payment for all work associated with the irrigation system will be made at the contract job price for "Irrigation System", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings, including, but not limitied to, electrical work, planting irrigation and applicable earthwork.

1.6 SITE WORK

Payment for site work will be made at the contract job price for "Site Work", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings, including, but not limited to demolition and site clearing, dewatering (Care of Water), shoring, erosion control, finishes, and site furnishings.

1.7 FLOWABLE FILL

1.7.1 Measurement

Flowable fill will be measured for payment by the cubic yard with quantities determined by the average end area method. The basis of measurement will be the cross sections of areas to be filled taken after rock removal operations are complete, and the theoretical gross cross section of the filled areas constructed within the specified tolerance.

1.7.2 Payment

Payment for flowable fill will be made at the contract unit price per cubic yard for "Flowable Fill", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings.

1.8 COLUMBARIUM CONSTRUCTION

Payment for work associated with the columbarium construction will be made at the contract job price for "Columbarium Construction", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings, including, but not limited to masonry, stone assemblies and veneer, niche deliver, storage and installation, concrete work, finishes, and seismic requirements.

1.9 ROADWORK AND MISCELLANEOUS CONCRETE

Payment for work associated with road work and miscellaneous concrete will be made at the contract job price for "Roadwork and Miscellaneous Concrete", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings, including, but not limitied to pavement markings, finishes, curb

SECTION 01 22 00 Page 3 and gutters, pedestrian and vehicular pavement, retaining wall, equipment pad, handrails and hot mix asphalt paving.

1.10 DRAINAGE SYSTEM

Payment for all work associated with the drainage system will be made at the contract job price for "Drainage System", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings, including manhole construction, necessary earthwork, stone materials, and pipes.

1.11 PLANTING AND TURFING

Payment for planting and turfing will be made at the contract job price for "Planting and Turfing", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified in Section 32 90 00 and as shown on the drawings.

1.12 OFFSITE BORROW

1.12.1 Measurement

Offsite borrow will be measured for payment by the cubic yard with quantities determined by the average end area method. The basis of measurement will be the cross sections of areas to be filled, taken after earthwork operations are complete, and the theoretical gross cross section of the completed work constructed within the specified tolerance.

1.12.2 Payment

Payment for offsite borrow will be made at the applicable contract unit price per cubic yard for "Offsite Borrow". These prices and payments shall constitute full compensation for furnishing all approvals, plant, labor, equipment and material and performing all operations necessary to complete the work as specified herein, including approval requirements specified in SECTION 01 11 30, and as shown on the drawings.

1.13 FRACTURED ROCK REMOVAL

1.13.1 Measurement

Fractured rock removal will be measured for payment by the cubic yard with quantities determined by the average end area method. The basis of measurement will be the cross sections of areas taken after embankment removal operations are complete, and the cross sections of areas taken after rock removal operations are complete as approved by the COR.

1.13.2 Payment

Payment for rock removal will be made at the contract unit price per cubic yard for "Fractured Rock Removal", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and for performing all operations necessary to complete the work as specified and as shown on the drawings.

SECTION 01 22 00 Page 4

1.14 STAND BY

1.14.1 Measurement

Stand by will be measured for payment by the hour. The basis of measurement will be cumulative duratio as approved by the COR.

1.14.2 Payment

Payment for stand by will be made at the contract unit price per hour for "Stand By", which price and payment shall constitute full compensation for all plant, labor, material and equipment during scheduled loud work shutdowns as specified in SECTION 00 08 00 Paragraph 1.18 Order and Coordination of Work.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 22 00 Page 5

SECTION 04 40 10

CUT STONE ASSEMBLIES

TABLE OF CONTENTS

PART - GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.4 QUALITY ASSURANCE

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 PROJECT CONDITIONS

1.7 COORDINATION

1.8 APPLICABLE PUBLICATIONS

PART 2 - PRODUCTS

2.1 STONE

2.2 LIMESTONE

2.3 MORTAR MATERIALS

2.4 VENEER ANCHORS

2.5 STONE TRIM ANCHORS

2.6 EMBEDDED FLASHING MATERIALS

2.7 MISCELLANEOUS MASONRY ACCESSORIES

2.8 MASONRY CLEANERS

2.9 MORTAR MIXES

2.10 FABRICATION

2.11 ENGRAVING

PART – 3 EXECUTION

3.1 EXAMINATION

3.2 PREPARATION

3.3 SETTING OF STONE MASONRY, GENERAL

3.4 CONSTRUCTION TOLERANCES

3.5 INSTALLATION OF ANCHORED STONE MASONRY

3.6 INSTALLATION OF ADHERED STONE MASONRY VENEER

3.7 POINTING

3.8 ENGRAVING

3.9 ADJUSTING AND CLEANING

3.10 EXCESS MATERIALS AND WASTE

SECTION 04 40 10

CUT STONE ASSEMBLIES

PART - GENERAL

1.1 SUMMARY

A. Section includes work for furnishing and installing cut limestone for the following applications of stone masonry:

1. Columbarium caps, retaining wall caps and pier caps.

2. Columbarium and base stones.

B. Section also includes work for performing engraving of the designated stone assemblies provided herein at the locations indicated on the drawings.

C. Related Sections:

1. Section 03 30 53, SHORT-FORM CAST-IN-PLACE CONCRETE for dovetail slots in concrete for anchoring stone, as well as the concrete foundation for the precast columbarium units.

2. Section 04 20 00. UNIT MASONRY for cavity-wall insulation and veneer anchors.

1.2 SUBMITTALS

A. Government approval is required for submittals with a "g" designation;

submittals not having a "g" designation are for information only. When used, a designation following the "g" designation identifies the office that will review the submittal for the government. Submit the following in accordance with section 01 33 00 submittal procedures:

B. Product Data: For each type of product indicated. G

1. For stone varieties proposed for use on Project, include test data indicating compliance with physical properties specified or as required by applicable referenced ASTM standards.

C. Samples for Initial Selection: For colored mortar and other items involving color selection. G

D. Samples for Verification: G,EC-DS

1. For each stone type indicated. Include at least three samples in each set for each type of stone, exhibiting extremes of the full range of color and other visual characteristics expected in completed Work. Samples will establish the standard by which stone provided will be judged.

2. For each color of mortar required. Label Samples to indicate types and amounts of pigments used.

E. Engraving Samples: G, EC-DS

1. For each of the stone configurations indicated to receive engraving, samples of the specified engraving shall be manufactured and submitted for review and approval. Engraving shall be as indicted in the drawings and shall be as approved during the submittal review and approval process.

F. List of Materials Used in Constructing Mockups: List generic product names together with manufacturers, manufacturers' product names, sources of supply, and other information as required to identify materials used. Include mix proportions for mortar and source of aggregates. G,EC-DS

G. Qualification Data for Installer. G

1.4 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs experienced stonemasons and stone fitters.

B. Source Limitations for Stone: Obtain each variety of stone, regardless of finish, from one quarry with resources to provide materials of consistent quality in appearance and physical properties.

C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate.

D. Mockups: Build mockups to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Build mockups for each type of stone masonry typical exterior wall in sizes approximately 1200 mm (48 inches) long by 1200 mm (48 inches) high by full thickness, including face and backup wythes and accessories.

a. Include stone capping at top of mockup.

b. Include a sealant-filled joint at least 400 mm (16 inches) long in mockup and include the joint flashing.

c. Include veneer anchors, flashing, and weep holes in exterior masonry-veneer wall mockup.

2. Protect accepted mockups from the elements with weather-resistant membrane.

3. Approval of mockups is for color, texture, and blending of stone;

relationship of mortar and sealant colors to stone colors; tooling of joints; and aesthetic qualities of workmanship.

a. Approval of mockups is also for other material and construction qualities Architect specifically approves in writing.

b. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless

Architect specifically approves such deviations in writing.

E. Preinstallation Conference: Conduct conference at Project site.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

B. Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

C. Deliver preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover.

D. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.6 PROJECT CONDITIONS

A. Protection of Stone Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed stone masonry when construction is not in progress.

1. Extend cover a minimum of 600 mm (24 inches) down both sides and hold cover securely in place.

B. Stain Prevention: Immediately remove mortar and soil to prevent them from staining the face of stone masonry.

1. Protect base of walls from rain-splashed mud and mortar splatter by coverings spread on the ground and over the wall surface.

2. Protect sills, ledges, and projections from mortar droppings.

3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings.

4. Turn scaffold boards near the wall on edge at end of each day to prevent rain from splashing mortar and dirt on completed stone masonry.

C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates.

Remove and replace stone masonry damaged by frost or freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 4 deg C (40 deg F) and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning.

D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI…