36C78619R0064-002.pdf

Fort Bayard National Cemetery Rostrum Remodel

6/26/2019 Project No.: 885-MM-FY19-003

Project Title: Rostrum Remodel

All work shall be performed in accordance with the Statement of Work, Specifications, and drawings.

SCOPE OF WORK

GENERAL SCOPE OF WORK:

The Contractor shall furnish all labor, materials, equipment, and supplies necessary to perform the work to remodel the Rostrum and add sidewalk to existing sitting area. The work will be performed at Fort Bayard National Cemetery, 200 Cam De Paz, Fort Bayard, NM.

88036.

1. Remove existing landscaping i.e. plants, rocks where new sidewalks will be installed.

2. Provide concrete 47 LF of 5’ sidewalk, 6” thick, adjacent to existing sidewalk on the right-hand side of the rostrum.to existing sidewalk. Match score joints and expansion joints of existing sidewalk.

3. Remove existing handrails/guardrails on handicap ramp and replace with 1-1/2” diameter painted rails on the left side of the rostrum. Existing ramp to remain.

4. Install new approximately 100 LF of painted guardrails to match ramp handicap handrails at the backside of the rostrum behind the seating area.

5. Install 5’ wide concrete sidewalk connecting the existing handicap ramp to the existing sidewalk on the front of the rostrum.

6. Frame around existing columns and provide masonry stone veneer. (2’ Square)

GENERAL REQUIREMENTS

All work will be coordinated with the Contracting Officer’s Representative (COR) and/or the

Cemetery Director. Work will be conducted in such a manner to minimize the impact on the

Cemetery operations.

All work will be accomplished during normal business hours (8:00 am to 4:30 pm) Monday through Friday, except Federal Holidays, at a time determined by the COR.

Only the Contracting Officer (CO) has the authority to make changes to the contract that affects price and/or time.

1. GENERAL REQUIREMENTS

1. Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and review the scope of work to determine the extent of the work. The Contractor shall take the necessary precautions to avoid damages to existing items to remain in place, to be reused or to remain the property of the

Cemetery. Any damaged items shall be repaired or replaced at the Contractors expense as directed by the COR.

2. Submittals: Prior to installation, the Contractor shall submit to the COR and Project

Manager for approval the manufacturer’s literature and specifications for ALL materials being installed.

3. The Contractor shall layout the work from established base lines and bench marks and shall be responsible for all measurements in connection with the layout. The

Contractor shall furnish, at the Contractor’s expense, all stakes, templates, platforms, equipment tools, materials and labor required to lay out any part of the work. The

Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the COR. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established or indicated by

COR until authorized to remove them. If such marks are destroyed by the

Contractor’s negligence before their removal is authorized, the COR may replace them and deduct the expense of the replacement from any amounts due to the

Contractor.

4. Establish construction limits, install safety controls, and install construction fencing as approved by the COR.

5. SITE SURVEY: Locate and stake/flag all underground utilities, irrigation system piping, sprinkler heads and other components. Coordinate any shutdowns and operation of the existing irrigation system with the COR

6. SITE CLEARING: Remove Grass and other vegetation or obstructions as required to permit grading of the site within the project limits. Dispose of all organic material on the cemetery property at the direction of the COR. Haul away and dump trash, debris and waste to an approved disposal site.

7. EROSION CONTROL AND SITE DRAINAGE: Contractor shall provide erosion control measures to prevent erosion or displacement of soils and discharge of soil bearing water runoff or airborne dust.

8. SITE GRADING AND FINISHING: Perform grading within the limits of the project to the lines, grades, and elevations indicated and as specified.

9. Thoroughly clean up the work area at the end of each day’s work and at completion of the project. Leave premises clean and free of waste, scrap, used equipment or other material intentionally or incidentally delivered to the site by Contractor or

Contractor’s personnel.

10. The Contractor shall protect from damage all existing improvements, equipment, structures, facilities, grounds and utilities at or near the work site or adjacent property.

The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuse to repair the damage promptly.

11. Upon completion of contact, deliver work complete and undamaged. Existing materials, equipment, structures, facilities, grounds and disturbed or removed because of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in good condition as existed before commencing work.

12. At Contractor’s own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor’s workmen to exist ring piping and consults, wires, cables, etc., of utility services or of fire protection systems, communication systems (including telephone) which are not scheduled for discontinuance or abandonment.

13. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

14. Thoroughly clean up the work area at the end of each day’s work and at the completion of the project. Leave premises clean and free of waste, scraps, used equipment or other material intentionally or accidentally delivered to the site by the

Contractor or Contractor’s personnel.

15. The Contractor shall preserve and protect all structures, equipment, and vegetation

(such as trees, shrubs and grass) on or adjacent to the work site not to be removed and do not reasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

16. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be made known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in the performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

17. All utilities required for the continuous operation of all existing facilities shall always be maintained in service except when disruptions are needed. The contractor shall inform the Cemetery Director and the Contracting Officer (CO) in writing 2 weeks prior to the need shutdown. When the option exists, implement options to minimize interruption of services to the facilities.

18. The Contractor shall coordinate with the Cemetery Director for parking, material storage, temporary portable restroom facilities and any other needs for the work.

Public access to the National Cemetery shall not be impaired.

19. Thoroughly clean up the work area at the end of each day’s work and at completion of the project. Leave premises clean and free of waste, scrap, used equipment or other material intentionally or incidentally delivered to the site by Contractor or

Contractor’s personnel.

20. The Contractor shall protect form damage all existing improvements, equipment, structures, facilities, grounds and utilities at or near the work site or adjacent property.

The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

21. Upon completion of contact, deliver work complete and undamaged. Existing materials, equipment, structures, facilities, grounds and disturbed or removed because of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in good condition as existed before commencing work.

22. At Contractor’s own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor’s workmen to existing piping and consults, wires, cables, etc., of utility services or of fire protection systems, communication systems (including telephone) which are not scheduled for discontinuance or abandonment.

23. All work will be coordinated with the Contracting Officer’s Representative (COR).

Only the Contracting Officer (CO) has the authority to make changes to the contract that affects price and/or time. Work will be conducted in such a manner to minimize the impact on the Cemetery operations.

24. Coordination of Construction with the Cemetery Director: The burial activities at a

National Cemetery shall take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the COR, in arranging construction the construction schedule to cause the least possible interference with Cemetery activities in actual burial areas. Construction noise during the committal services shall not disturb the service. Trucks and workmen shall not pass through the service area during this period.

a. The Contractor is required to discontinue his work efficiently in advance of

Easter Sunday, Mother’s Day, Father’s Day, Memorial Day, Veteran’s Day and/or Federal Holidays to permit him to clean up all areas of operation adjacent to existing burial plots before these dates.

b. Cleaning up shall include the removal of all equipment, tools, materials and debris and leaving the area in a clean, neat condition.

c. Site work will be accomplished between the hours of 8:00 and 4:30, Monday through Friday, except Federal Holiday’s. Work outside of the

Cemetery’s normal operating hours of 8:00 am to 4:30 pm shall be permitted on by approval of the COR and to only meet the Period of

Performance.

3. STANDARDS OF EMPLOYEE CONDUCT:

1. The National Cemetery Administration honors veterans with a final resting place and lasting memorials that commemorate their service to our Nation. National Cemeteries are national shrines. The standards of work appearance and procedures performed by the Contractor at this cemetery shall reflect this nation concern for those interred there. Due to the sensitive mission of the cemetery and exhibit absolute decorum, composure, and stability all times.

2. Contractor personnel shall be required to adhere to the following standards of dress and conduct, as briefly mentioned here while performing work in the National

Cemetery. These standards are enforceable under Title 38, USC, Part 1, Chapter 9, and Section 5901.

3. Clothing shall be presentable and suitable to the work while maintaining proper appearance and decorum indicative for a National Shrine. Uniform shirts and hats are preferred. Clothing shall be clean and cleanliness and personal hygiene are imperative. T-shirts and/or tank tops as outer garments are prohibited.

Protective/Safety clothing and shoes shall meet or exceed OSHA and state requirements.

4. Behavior and language must be appropriate, reverent and respectful at all times.

5. Eating and drinking (except water) is prohibited in the work areas and within the sight of a committal shelter during a service.

6. Use of intoxicating beverages, any tobacco products, and illegal drugs on the

Cemetery is strictly prohibited.

7. Contractor personnel shall not lean, sit, or stand on or against headstones or monuments. No tools, equipment’s or other items will be placed on or leaned on headstones or monuments.

8. The Contractor shall be responsible for maintaining satisfactory standards of personnel conduct and work performance and shall administer disciplinary action as required. The Contractor is expected to remove any employee(s) from the Cemetery for cause, to include, but not limited to, safety violations, other misconduct in performance of duty under these specifications and/or contrary to the best interest of the Government. If the Contractor fails to act in this regard, or the reason for removal is immediately required to protect the interests of the Government, the COR may direct the removal of an employee from the premises. Contractor objections to any such action will be referred to the Contracting Officer (CO) for final resolution;

however, the Contractor will first immediately comply with COR direction pending any CO final resolution at a later date or time. The Contractor will not be due any type of compensation for their costs incurred as a result of an employee being removed for cause; unless the removal is directed by the COR and in later found to be invalid or and/or unreasonable by the Contracting Officer.

9. All work shall be performed in accordance with National, State, and Local Codes including the International Building Code (IBC), the International Mechanical Code

(IMC), the International Plumbing Code (IPC), and the National Electrical Code

(NEC).

All work shall be performed in accordance with the drawings and specifications. It shall be the Contractor’s responsibility to comply with all the applicable codes. The

Contractor shall apply and obtain all applicable permits to comply with local, State and Federal regulations.

4. CONTRACTOR QUALITY CONTROL

1. The Contractor shall guarantee that all work done under this contract shall be free from defaults and no faulty materials or workmanship with one (1) year warranty or extended manufacturer’s warranty. The Contractor hereby agrees to repair or replace deficiencies within the specified time frame by the direction of the Contracting

Officer (CO) at the Contractor’s expense. And shall be corrected to the satisfaction of the Government.

2. The Contractor shall provide a Job Site Superintendent who speaks and write fluent

English on site, and at all times when Contractor personnel are on the premises. The

Job Superintendent will:

a. Review and Approve submittals

b. Inspect the quality of work performed

c. Certify the completed work for payment and other purposes

Completion Time: Ninety (90) calendar days from date of issuance of Notice to Proceed

(NTP).

(End of Work Statement)

Manufactured Masonry Veneer

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes: Portland cement based manufactured stone veneer and trim.

1.02 REFERENCES

A. American National Standards Institute (ANSI):

1. ANSI A118.4 – Specifications for Latex-Portland Cement Mortar.

B. American Society for Testing and Materials (ASTM):

1. ASTM C 39 – Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

2. ASTM C 67 – Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile.

3. ASTM C 144 – Standard Specification for Aggregate for Masonry Mortar.

4. ASTM C 177 – Standard Test Method for Steady-State Head Flux Measurements and Thermal

Transmission Properties by Means of the Guarded-Hot-Plate Apparatus.

5. ASTM C 207 – Standard Specification for Hydrated Lime for Masonry Purposes.

6. ASTM C 270 – Standard Specification for Mortar for Unit Masonry.

7. ASTM C 482 – Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement.

8. ASTM C 567 – Standard Test Method for Determining Density of Structural Lightweight Concrete.

9. ASTM C 847 – Standard Specification for Metal Lath.

10. ASTM C 932 – Standard Specification for Surface-Applied Bonding Compounds for Exterior

Plastering.

11. ASTM C 979 – Standard Specification for Pigments for Integrally Colored Concrete.

12. ASTM C 1032 – Standard Specification for Woven Wire Plaster Base.

13. ASTM C 1059 – Standard Specification for Latex Agents for Bonding Fresh To Hardened Concrete.

14. ASTM D 226 – Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and

Waterproofing.

15. ASTM C1063 – Standard Specification for Installation of Lathing and Furring to Receive Interior and

Exterior Portland Cement-Based Plaster

16. ASTM C1329 – Standard specification for Portland cement

17. ASTM C578 – Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

18. ASTM C1289 – Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation

Board

19. ASTM E2556/ E2556M – Standard Specification for Vapor Permeable Flexible Sheet Water-Resistive

Barriers Intended for Mechanical Attachment

C. Other Standards:

1. UBC Standard No. 14-1, Kraft Waterproof Building Paper

2. ICC AC38 Acceptance Criteria for Water Resistive Barriers

3. UU-B-790 Building Paper, Vegetable Based, Kraft, waterproofed, water repellent and fireproof

D. International Code Council (ICC):

1. ESR Report.

G. Underwriter’s Laboratory (UL): Building Materials Directory.

1.03 SUBMITTALS

A. Reference Section 01 33 00−Submittal Procedures; submit following items:

1. Product Data.

2. Samples:

a. Standard sample board consisting of small-scale pieces of veneer units showing full range of textures and colors.

b. Full range of mortar colors.

3. Verification Samples: Following initial sample selection submit “laid-up” sample board using the selected stone and mortar materials and showing the full range of colors expected in the finished

Work; minimum sample size: 3 by 3 feet (1 by 1 m).

4. Quality Assurance/Control Submittals:

a. Qualifications:

1) Proof of manufacturer qualifications.

2) Proof of installer qualifications.

b. Regulatory Requirements: Evaluation reports.

c. Veneer manufacturer’s installation instructions.

d. Installation instructions for other materials

B. Closeout Submittals: submit following items:

1. Maintenance Instructions.

2. Special Warranties.

1.04 QUALITY ASSURANCE

A. Qualifications:

1. Manufacturer Qualifications: Eldorado Stone, LLC.

2. Installer Qualifications: Experienced mason familiar with installation procedures and related local, state and federal codes masonry.

B. Certifications:

1. ICC Evaluation Service - Evaluation Report ESR-1215

2. ICC ESR-1215, Florida Building Code Supplement

3. ASTM C1670

4. UL - Classification listing in Building Materials Directory: UL 546T (F8002)

1.05 DELIVERY, STORAGE, AND HANDLING

A. Reference Section 01 66 00-Product Storage and Handling Requirements.

B. Follow manufacturer’s instructions.

1.06 PROJECT/SITE CONDITIONS

A. Environmental Requirements: When air temperature is 40 degrees F (4.5 degrees C) or below, consult local building code for Cold-Weather Construction requirements.

1.07 WARRANTY

A. Special Warranty: Manufacturer’s standard warranty coverage against defects in materials when installed in accordance with manufacturer’s installation instructions.

PART 2-PRODUCTS

A. Veneer Unit properties: Precast veneer units consisting of portland cement, lightweight aggregates, and mineral oxide pigments.

1. Compressive Strength: ASTM C 192 and ASTM C 39, 5 sample average: greater than 1,800 psi

(12.4MPa).

2. Shear Bond: ASTM C 482: 50 psi (345kPa), minimum.

3. Freeze-Thaw Test: ASTM C 67: Less than 3 percent weight loss and no disintegration.

4. Thermal Resistance: ASTM C 177: 0.473 at 1.387 inches thick

5. Weight per square foot: 2012 IBC and 2012 IRC, ASTM C1670, 15 pounds, saturated.

B. Weather Barrier: [ ASTM D 226, Type 1, No. 15, non-perforated asphalt-saturated felt paper] [ UBC Standard

14-1, kraft waterproof building paper] or [ UBC Standard No. 14-1, Kraft Waterproof Building Paper ] or

[ ICC AC-38, synthetic house wrap ]

C. Reinforcing: [ ASTM C 847, 2.5lb/yd2 (1.4kg/m2) galvanized expanded metal lath ] [ ASTM C 847, 3.4lb

(1.8 kg/m2) galvanized 3/8” rib lath ] [ ASTM C 1032, 17 gauge (1.3 mm) woven wire mesh] [ ASTM C933

Welded Wire Lath] complying with code agency requirements for the type of substrate over which stone veneer is installed.

D. Mortar:

1. Cement: Portland cement complying with ASTM C 1329.

2. Lime: ASTM C 207.

3. Sand: ASTM C 144, natural or manufactured sand.

4. Color Pigment: ASTM C 979, mineral oxide pigments.

5. Water: Potable.

6. Pre-Packaged Latex-Portland Cement Mortar: ANSI A118.4.

E. Bonding Agent: Exterior integral bonding agent meeting [ASTM C 932] [ASTM C 1059 Type II]

F. Water Repellent: Water based silane or siloxane masonry water repellent

2.02 MORTAR MIXES

A. Standard Installation (Grouted Joints):

1. Mix mortar in accordance with ASTM C 270,Polymer modified mortar complying with ANSI A118.4

a. Add color pigment in grout joint mortar in accordance with pigment manufacturer’s instructions not to exceed 10% by weight of cement.

A. Jointless/Dry-Stacked Installation:

1. Polymer modified mortar complying with ANSI A118.4

a. add color pigment in accordance with pigment manufacturer’s instructions.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates upon which work will be installed.

B. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates.

C. Commencement of work by installer is acceptance of substrate.

3.02 PREPARATION

A. Protection: Protect adjacent work from contact with mortar.

B. Surface Preparation: Prepare substrate in accordance with manufacturer’s installation instructions for the type of substrate being covered.

3.03 INSTALLATION

A. Install and clean stone in accordance with manufacturer’s installation instructions for Standard Installation

(Grouted Joint) or Jointless/Dry-Stacked installation as specified above.

B. Apply repellent in accordance with repellent manufacturer’s application instructions

3.04 CLEANING

A. Remove protective coverings from adjacent work.

B. Cleaning Veneer Units:

1. Wash with soft bristle brush and water/granulated detergent solution

2. Rinse immediately with clean water

C. Removing Effloresence:

1. Allow veneer to dry thoroughly

2. Scrub with soft bristle brush and clean water

3. Rinse immediately with clean water; allow to dry

4. If efflorescence is still visible, contact ES Customer Service for assistance

END OF SECTION

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LINE OF EXISTING ROOF LINE

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REMOVE EXISTING LANDSCAPE

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NEW HANDRAIL ON EXSITING ACESSIBLE RAMP

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EXISTING BENCHES N.I.C.

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REMOVE AND RELOCATE (E) LANDSCAPE

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ADD ROCK VENNER TO EXISTING C0LUMNS

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NEW CONCRETE SIDEWALK

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EXISTING SIDEWALK

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NEW CONCRETE SIDEWALK

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EXISTING ROSTRUM WALL N.I.C.

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NEW GUARDRAIL

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SIM

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EXISTING HANDICAP RAMP

AutoCAD SHX Text GENERAL NOTES: 1. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON PLANS. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON PLANS. ADDITIONALLY CONTRACTOR SHALL CONSTRUCT EXPANSION JOINTS WHERE SIDEWALK ABUTS EXISTING BUILDINGS, WALKS AND OTHER HARD CONSTRUCTION. 2. " WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES 38" WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES OF JOINT SHALL HAVE " RADIUS TOOLED EDGE. TOP OF SEALANT SHALL BE FLUSH WITH 316" RADIUS TOOLED EDGE. TOP OF SEALANT SHALL BE FLUSH WITH (OR SLIGHTLY BELOW) TOP OF CONCRETE. FINISHED SEALANT SHALL HAVE A SMOOTH STRAIGHT UNIFORM EDGE AND SHALL NOT EXTEND OVER SURFACE OF CONCRETE OR INTO ADJACENT CONTROL JOINTS. SEALANT COLOR TO MATCH ADJACENT CONCRETE. 3. " WIDE X SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 38" WIDE X SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 14 SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 316" RADIUS EDGES. JOINTS MAY BE TOOLED FIRST, THEN SAW CUT TO REQUIRED DEPTH. THE SAW CUT JOINTS SHALL BE CUT WITHIN 1-4 HOURS (DEPENDING UPON WEATHER CONDITIONS) AFTER FINISHING OF CONCRETE. JOINTS SHALL BE CUT WITH AN EARLY ENTRY TYPE DRY CUT SAW. SPALLING OF CONCRETE FINISH AT EDGE OF CUT IS NOT ACCEPTABLE.

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LEGEND

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EXISTING CONCRETE

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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ATIONAL

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EMETERY

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DMINISTRATION

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%%USITE PLAN NOTES:

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1. T

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REE PROTECTION: ALL EXISTING TREES ARE TO BE PROTECTED

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FROM DAMAGE TO THEIR BRANCHES, TRUNK, OR ROOTS. TREE

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PROTECTION ZONE: THE AREA WITHIN THE DRIPLINE OF THE TREE,

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OR WITHIN 10 FEET OF THE TRUNK, OR WITHIN TREE PROTECTION

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FENCE SHOWN ON PLANS, WHICHEVER IS GREATER. NO VEHICULAR

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TRAFFIC OR STORAGE OF MATERIALS ALLOWED WITHIN TREE

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PROTECTION ZONES. ANY UNAVOIDABLE TRENCHING, EXCAVATION,

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OR GRADING WITHIN TREE PROTECTION ZONES MUST UTILIZE

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ALTERNATIVE METHODS SUCH AS HAND DIGGING TO LOCATE ROOTS.

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THE CUTTING OF TREE ROOTS GREATER THAN 1 INCH IN DIAMETER

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MUST BE APPROVED AND SUPERVISED BY A LICENSED ARBORIST.

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FOR FULL REQUIREMENTS SEE 01 57 19 TEMPORARY

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ENVIRONMENTAL CONTROLS.

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2. PROTECTION OF EXISTING IMPROVEMENTS: PROTECT EXISTING

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LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS,

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PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND

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GENERAL CONSTRUCTION ACTIVITIES. ITEMS INTENDED TO REMAIN

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THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT

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NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE

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RESTORED TO ORIGINAL CONDITION.

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FT. BAYARD NATIONAL CEMETERY

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200 CAM DE PAZ

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FT. BAYARD, NM 88036

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ROSTRUM REMODEL

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885-M&M-FY19-003

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SITE PLAN

1/8"=1'-0"

GENERAL NOTES: 1. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON PLANS. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON PLANS. ADDITIONALLY CONTRACTOR SHALL CONSTRUCT EXPANSION JOINTS WHERE SIDEWALK ABUTS EXISTING BUILDINGS, WALKS AND OTHER HARD CONSTRUCTION. 2. " WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES 38" WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES OF JOINT SHALL HAVE " RADIUS TOOLED EDGE. TOP OF SEALANT SHALL BE FLUSH WITH 316" RADIUS TOOLED EDGE. TOP OF SEALANT SHALL BE FLUSH WITH (OR SLIGHTLY BELOW) TOP OF CONCRETE. FINISHED SEALANT SHALL HAVE A SMOOTH STRAIGHT UNIFORM EDGE AND SHALL NOT EXTEND OVER SURFACE OF CONCRETE OR INTO ADJACENT CONTROL JOINTS. SEALANT COLOR TO MATCH ADJACENT CONCRETE. 3. " WIDE X SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 38" WIDE X SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 14 SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 316" RADIUS EDGES. JOINTS MAY BE TOOLED FIRST, THEN SAW CUT TO REQUIRED DEPTH. THE SAW CUT JOINTS SHALL BE CUT WITHIN 1-4 HOURS (DEPENDING UPON WEATHER CONDITIONS) AFTER FINISHING OF CONCRETE. JOINTS SHALL BE CUT WITH AN EARLY ENTRY TYPE DRY CUT SAW. SPALLING OF CONCRETE FINISH AT EDGE OF CUT IS NOT ACCEPTABLE.

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AutoCAD SHX Text GENERAL NOTES: 1. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON PLANS. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON PLANS. ADDITIONALLY CONTRACTOR SHALL CONSTRUCT EXPANSION JOINTS WHERE SIDEWALK ABUTS EXISTING BUILDINGS, WALKS AND OTHER HARD CONSTRUCTION. 2. " WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES 38" WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES WIDE EXPANSION JOINT WITH BACKER ROD AND SEALANT. OPPOSING CONCRETE EDGES OF JOINT SHALL HAVE " RADIUS TOOLED EDGE. TOP OF SEALANT SHALL BE FLUSH WITH 316" RADIUS TOOLED EDGE. TOP OF SEALANT SHALL BE FLUSH WITH (OR SLIGHTLY BELOW) TOP OF CONCRETE. FINISHED SEALANT SHALL HAVE A SMOOTH STRAIGHT UNIFORM EDGE AND SHALL NOT EXTEND OVER SURFACE OF CONCRETE OR INTO ADJACENT CONTROL JOINTS. SEALANT COLOR TO MATCH ADJACENT CONCRETE. 3. " WIDE X SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 38" WIDE X SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 14 SLAB DEPTH TOOLED CONTROL JOINT WITH " RADIUS EDGES. JOINTS MAY BE 316" RADIUS EDGES. JOINTS MAY BE TOOLED FIRST, THEN SAW CUT TO REQUIRED DEPTH. THE SAW CUT JOINTS SHALL BE CUT WITHIN 1-4 HOURS (DEPENDING UPON WEATHER CONDITIONS) AFTER FINISHING OF CONCRETE. JOINTS SHALL BE CUT WITH AN EARLY ENTRY TYPE DRY CUT SAW. SPALLING OF CONCRETE FINISH AT EDGE OF CUT IS NOT ACCEPTABLE.

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1. 4,000 PSI CONCRETE PAVING WITH MEDIUM BROOM FINISH 4,000 PSI CONCRETE PAVING WITH MEDIUM BROOM FINISH 2. WWF REINFORCING WWF REINFORCING -6x6 - W 2.9 x W 2.9 FLAT SHEETS ONLY -CUT OR INTERRUPT AT CONTROL JOINTS 3. 4"x4" INTEGRAL CURB WITH #4 REBAR, INTERRUPT AT JOINTS 4"x4" INTEGRAL CURB WITH #4 REBAR, INTERRUPT AT JOINTS 4. NOT USED NOT USED 5. NOT USED NOT USED 6. COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COURSE 7. 95% COMPACTED SUBGRADE 95% COMPACTED SUBGRADE 8. GRAVEL MULCH -SEE PLANTING PLANS GRAVEL MULCH -SEE PLANTING PLANS 9. EXPANSION JOINT -SEE NOTE #2 EXPANSION JOINT -SEE NOTE #2 10. 6" DEPTH GRANULAR FILL6" DEPTH GRANULAR FILL

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KEYED NOTES

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CONTROL JOINT (TYP). SEE GENERAL NOTE #3.

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PLAN - NTS

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EXISTING 6X6TS

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1-5/8"18 GA. METAL STUD

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METAL LATHE

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MORTAR JOINT

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WEEP SCREED WITH 3-1/2" FLANGE

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POWDER ACTUATED FASTENERS

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BOTTOM METAL TRACK 18 GA.

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EXISTING FOOTING

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EXISTING CONCE SLAB

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ROCK VENEER (MATCH EXIST.

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2 LAYERS OF WATER RESISTANT BARRIER

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1-1/2" TUBE-TYP.

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EXISTING CONC SIDEWALK

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1-1/2"TUBE STEEL RAILING

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EXTERIOR ANCHORING CEMENT

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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ATIONAL

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EMETERY

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FT. BAYARD NATIONAL CEMETERY

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200 CAM DE PAZ

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FT. BAYARD, NM 88036

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ROSTRUM REMODEL

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885-M&M-FY19-003

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SITE PLAN

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GUARDRAIL

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MASONRY VENEER

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GUARDRAIL

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EXISTING COMITTAL SHELTER MASONRY VENEER

"General Decision Number: NM20190019 04/05/2019

Superseded General Decision Number: NM20180026

State: New Mexico

Construction Type: Building

County: Grant County in New Mexico.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the

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6/26/2019https://beta.sam.gov/wage-determination/NM20190019/3/document

Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019 1 01/18/2019 2 03/08/2019 3 04/05/2019

CARP1245-005 06/01/2018

Rates Fringes

Carpenter Including Metal Stud Installation (Excluding Acoustical Ceiling Installation, Batt Insulation, Drywall Hanging and Form Work)......$ 24.08 10.79

ELEC0611-020 01/01/2019

Rates Fringes

ELECTRICIAN

Excluding Low Voltage Wiring for Alarms Zone 1.....................$ 31.55 11.22

ZONE 1: Mileage calculated from the main post office in the following towns: Albuquerque-40 miles, Belen-12 miles, Carrizozo-12 miles, Clovis-12 miles, Espanola-14 miles, Farmington-6 miles, Gallup-10 miles, Las Vegas-8 miles, Los

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Lunas-12 miles, Portales-12 miles, Ratan-6 miles, Roswell-12 miles, Ruidoso-12 miles, Santa Fe-10 miles, Tucumcari-6 miles.

ZONE 2: Extending up to 20 miles beyond Zone 1, EXCEPT ALBURQUERQUE, shall receive 9% above Zone 1 rate.

ZONE 3: Extending up to 30 miles beyond Zone 1, EXCEPT ALBURQUERQUE, shall receive 15% above Zone 1 rate.

ZONE 4: Extending more than 30 miles beyond Zone 1, EXCEPT ALBURQUERQUE, shall receive 26% above Zone 1 rate.

ENGI0953-006 06/01/2016

Rates Fringes

Power Equipment Operator

(4) Bobcat/Skid Loader, Loader (Front End)..........$ 22.81 6.10

(8) Backhoe, Crane..........$ 26.10 6.10

IRON0495-009 06/01/2018

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 26.50 16.01

IRONWORKER, STRUCTURAL (Metal Building Erection Only)..........$ 26.50 16.01

PLUM0412-007 04/01/2018

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PIPEFITTER (Including HVAC Pipe Installation)...............$ 33.05 12.68

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PLUMBER (Excluding HVAC Pipe Installation)....................$ 33.05 12.68

* SHEE0049-013 04/01/2019

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Sheet Metal Worker (Installation of HVAC System Only)............................$ 31.03 16.71

SUNM2010-007 11/09/2010

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BOILERMAKER......................$ 21.77 3.98

BRICKLAYER.......................$ 20.36 5.74

CARPENTER (Acoustical Ceiling Installation Only)...............$ 20.79 0.00

CARPENTER (Drywall Hanging Only)............................$ 21.39 2.85

CARPENTER (Form Work Only).......$ 19.79 6.14

CEMENT MASON/CONCRETE FINISHER...$ 17.72 3.72

DRYWALL FINISHER/TAPER...........$ 19.64 2.75

ELECTRICIAN (Low Voltage Wiring for Alarms)...............$ 28.25 6.62

FLOOR LAYER: Carpet.............$ 22.31 0.30

GLAZIER..........................$ 20.15 3.95

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INSULATOR - BATT.................$ 24.44 8.43

IRONWORKER, REINFORCING..........$ 20.84 7.68

IRONWORKER, STRUCTURAL,

Excludes Metal Building Erection.........................$ 22.20 8.06

LABORER: Common or General......$ 13.12 3.79

LABORER: Landscape & Irrigation.......................$ 10.60 0.24

LABORER: Mason Tender - Brick...$ 13.77 4.35

LABORER: Mason Tender - Cement/Concrete..................$ 11.51 0.85

LABORER: Pipelayer..............$ 13.78 2.20

OPERATOR: Forklift..............$ 21.13 4.83

OPERATOR: Grader/Blade..........$ 21.39 4.94

OPERATOR: Roller (Dirt and Grade Compaction)................$ 13.47 4.10

PAINTER: Brush, Roller and Spray, Excludes Drywall Finishing/Taping.................$ 16.58 1.75

PLASTERER........................$ 17.65 7.15

ROOFER...........................$ 13.24 0.50

SHEET METAL WORKER (HVAC Duct

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Installation Only)...............$ 33.15 0.54

SHEET METAL WORKER, Excludes HVAC Duct and Unit Installation.....................$ 22.01 9.65

TILE FINISHER....................$ 14.02 0.00

TILE SETTER......................$ 19.00 0.00

TRUCK DRIVER: Dump Truck........$ 15.36 5.00

TRUCK DRIVER: Pickup Truck......$ 15.91 3.13

TRUCK DRIVER: Water Truck.......$ 16.25 5.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information

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Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

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Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of

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WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

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2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

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