Attachment 3_Site ESR 8 Nov 2022.pdf

Western New York National Cemetery Phase 1C Maintenance Complex Design Build RFP 936-002C Pembroke, NY Site Selective Building Demolition

PART 3 - CHAPTER 6 / ESR F20 - Page 1

SITE - ENGINEERING SYSTEMS REQUIREMENTS

F20 SELECTIVE BUILDING DEMOLITION

GENERAL SYSTEMS REQUIREMENTS

Perform all off-site work necessary to meet the requirements of the project, local codes, reference standards, technical specifications, and performance criteria.

Identify and obtain permits to comply with federal, state, and local regulatory requirements associated with this work. Complete the Permits Record of Decision (PROD) form with the first design submittal package. Determine correct permit fees and pay said fees. Forward copies of permits, permit applications, and the completed PROD form to the Government's Civil Reviewer. Perform work in accordance with the approved permits.

Coordinate and obtain approval from the Contracting Officer for proposed haul route(s), work site access point(s), utility connections, employee parking location(s) and material laydown and storage area(s).

F2010 BUILDING ELEMENTS DEMOLITION

This project includes the demolition of the following: Existing temporary Maintenance Trailer, existing temporary maintenance storage building, existing temporary Honor Guard Trailer, and existing temporary public restroom trailer. The temporary committal service shelter is to be relocated to the new maintenance area.

This project includes the complete demolition and removal of existing temporary maintenance trailer, a +/-1,500 square foot, trailer structure. The existing structure is +/-14feet in height.

This project includes the complete demolition and removal of the existing temporary maintenance storage building, a +/-2,000 square foot pre-engineered metal building structure. The existing structure is +/-20 feet in height.

This project includes the complete demolition and removal of the existing temporary Honor Guard Trailer, a +/-400 square foot trailer structure. The existing structure is +/- 14 feet in height.

This project includes the complete demolition and removal of the existing temporary public restroom trailer, a +/-300 square foot trailer structure. The existing structure is +/-13 feet in height.

This project includes the relocation of the temporary committal service shelter to the new maintenance area. The temporary committal service shelter’s foundations and associated utilities are to be demolished and removed from the cemetery.

F2010 1.1 GENERAL DEMOLITION

Remove indicated existing structures, associated foundations, and associated utilities in entirety.

F2010 1.2 UTILITIES

Remove the existing water, sanitary sewer, and electrical utilities. Coordinate utility removal in accordance with the specifications.

Pembroke, NY Site Selective Building Demolition

PART 3 - CHAPTER 6 / ESR F20 - Page 2

F2010 1.3 DUST CONTROL

Prevent the spread of dust and debris to occupied portions of thecemetery and avoid the creation of a nuisance or hazard in the surrounding area.

F2010 1.4 TRAFFIC CONTROL

Control off site traffic as required and coordinated with the appropriate agency (NYSDOT and Genesee County DPW).

Coordinate with cemetery staff on site construction activities. No audible or visible construction activities are to occur during committal services.

F2010 1.6 BURNING

Burning will not be permitted.

F2020 1.1 PRIVATE QUALIFIED PERSON (PQP)

The General Contractor is required to hire, as a first tier subcontractor, a PQP to ensure compliance with the approved work plans and perform independent inspections, testing and verification of the hazardous components work including: hazardous waste storage tanks, and contaminated soil, if discovered.

F2020 1.2 FURNISHINGS

The following items will require removal by the Contractor:

Contents of trailers determined by the cemetery to be removed from the site.

F2020 1.8 CHLORDANE

Perform chlordane work, if encountered, in accordance with the specifications and plans provided in Parts 5 and 6.

F2020 1.9 ANIMAL DROPPINGS

Perform animal droppings removal work in accordance with the local, state, and federal requirements, if encountered.

F2020 1.10 MOLDS AND SPORES

Perform mold removal work in accordance with the local, state, and federal requirements, if encountered.

F2020 1.11 WASTE CHARACTERIZATION

Perform disposal in accordance with this RFP and the specifications and plans provided.

--End of Section--

Pembroke, NY Site Preparation

PART 3 - CHAPTER 6 / ESR G10 - Page 1

6. ENGINEERING SYSTEMS REQUIREMENTS

G10 SITE PREPARATION

SYSTEM DESCRIPTION

The site preparation activities consist of site clearing, demolition, salvage, relocation, earthwork, and hazardous waste remediation to ready the site for other work associated with the project.

GENERAL SYSTEM REQUIREMENTS

Develop the project site and perform off-site work necessary to meet the requirements of the project, antiterrorism criteria, local codes, reference standards, technical specifications, and performance criteria.

A topographic survey of the existing site has been performed and is included in Part 6. The topographic survey has been provided to show the location of existing facilities, areas of new work required by this RFP and the character of the sites. Prior to starting work, physically verify the location of all existing utilities and obtain additional survey data required to provide a quality final design.

Perform a topographic survey in accordance with 02 21 13 Site Surveys. Include the topographic survey in all design submittals. The existence, size, and location of the utilities are not guaranteed by the surveys provided. Verify the location of all utilities prior to construction. Electronic files of the topographic surveys will be provided to the Contractor only after award of the Contract.

Unless otherwise noted, provide new facilities at the locations indicated on the drawings in Part 6.

Minimize the impact of construction activity on cemetery operations and neighboring properties.

Identify and obtain permits to comply with federal, state, and local regulatory requirements associated with the work. Determine correct permit fees and pay said fees. Forward copies of permits, permit applications, and the completed Permits Record of Decision (PROD) form to the RE/COR. Perform work in accordance with the obtained permits.

Coordinate and obtain the RE/COR’s approval for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

Refer to Site Analysis and Building Requirements Sections for additional site preparation functional program information.

GOVERNMENT PROVIDED GEOTECHNICAL INFORMATION

Subsurface soil information, including a geotechnical report are included in Part 6.

The included subsurface information is only for the Contractor's information and is not guaranteed to fully represent all subsurface conditions. The Government will not be responsible for any interpretation or conclusion by the Contractor drawn from the data or information.

The included geotechnical report accompanying the subsurface information, such as boring logs or testing reports, is provided only to better convey data or to document observed site conditions. The assumptions, analysis, and recommendations of any accompanying report were developed for preliminary planning purposes only and may not reflect present project requirements. Retain a Geotechnical Engineer experienced and licensed in the geographic region of the project to interpret the Government provided information as related to the Contractor's own design concept and develop

PART 3 - CHAPTER 6 / ESR G10 - Page 2 geotechnical requirements to support design and construction.

Anticipate minor variations in subsurface conditions between borings. The Contractor is responsible for costs associated with the site preparation, ground improvement and foundations except as allowed by Contract Clause Federal Acquisition Regulation (FAR) 52.236-2, "Differing Site Conditions". The Contractor's Geotechnical Engineer must perform additional subsurface investigation/testing as required to adequately determine geotechnical factors including the type and capacity of the project foundations.

As a minimum, the successful bidder's Geotechnical Engineer must perform additional subsurface exploration and supplementary laboratory testing as necessary to support the design concept.

Provide personnel under the supervision of a registered Professional Engineer to inspect excavations and soil/groundwater conditions throughout construction. The Engineer is required to perform pre-construction and periodic site visits throughout construction to assess site conditions. The Engineer, with the concurrence of the Contractor and the RE/COR, is required to update the excavation, sheeting, shoring and dewatering plans as construction progresses to reflect actual site conditions and is required to submit the updated plan and a written report (with professional stamp) at least monthly informing the Contractor and Contracting Officer of the status of the plan and an accounting of Contractor adherence to the plan; specifically addressing any present or potential problems. The Engineer must be available to meet with the Contracting Officer at any time throughout the Contract duration. Provide the services of the Engineer at no additional cost to the Government.]] [It is important to note that the presence of loose or compressible soils may result in excessive settlement that could impact the performance of surface bearing structures and supporting facilities such as foundations, slabs, pavements, sidewalks, and utilities. The magnitude and duration of consolidation settlement will be dependent on the composition, depth, and thickness of the compressible soils as well as the successful bidder's design concept. The Contractor's Geotechnical Engineer is responsible for evaluating potential global settlement due to designed grade increases and final structural loads. The Contractor's Geotechnical Engineer must develop any settlement mitigation procedures (such as preloading, surcharging, fill monitoring programs, and ground improvement systems) needed to maintain global settlements within tolerable limits. Surcharge material, if required, must remain in place for a minimum of 90 days.]

G1010 SITE CLEARING

Install erosion and sediment control devices in accordance with New York State Standards and Specifications for Erosion and Sediment Control, prior to beginning clearing or grubbing operations.

G101001 CLEARING

The project site does not have saleable timber. Timber on the project site noted for clearing and grubbing will become the property of the Contractor. Remove timber from the project site and dispose of it off installation. Burning will not be permitted.

G101002 TREE REMOVAL

Remove trees as required for project construction. Preserve trees indicated to remain on the drawings.

G101003 STUMP REMOVAL

Remove all stumps.

PART 3 - CHAPTER 6 / ESR G10 - Page 3

G101004 GRUBBING

Clear and grub as needed and as shown on the drawings.

G101006 DEBRIS DISPOSAL

Dispose of clearing and grubbing material off-site.

Waste materials will become the property of the Contractor; transport, dispose of or recycle waste materials in accordance with Part 2 Section 01 57 19, Temporary Environmental Controls.

G1020 SITE DEMOLITION & RELOCATIONS

The items to be reused or relocated include dumpsters, topsoil, and temporary committal service shelter.

G102001 BUILDING MASS DEMOLITION

Demolish the existing buildings noted in Section F.

G102002 ABOVEGROUND SITE DEMOLITION

G102002 1.1 ABOVEGROUND STORAGE TANKS

Perform aboveground storage tanks work in accordance with the specifications and plans provided and per all local, state, and federal requirements.

G102003 UNDERGROUND SITE DEMOLITION

Preserve existing underground utilities required for proposed project. Remove utilities as indicated on the drawings. Remove all appurtenances associated with the utility to be removed so there is no presence of the utility at ground surface. All conduits to be abandoned must remove the wiring in place. Empty conduits shall be capped for future use.

G102003 1.1 UNDERGROUND STORAGE TANKS

Perform underground storage tanks work in accordance with the specifications and plans provided.

G102004 BUILDING RELOCATION

Relocate building elements as indicated on the drawings in Part 6.

G102005 UTILITY RELOCATION

Relocate utilities as indicated on the drawings in Part 6.

G102006 FENCING RELOCATION

Relocate or reuse existing fence and its appurtenances as indicated on the drawings in Part 6.

PART 3 - CHAPTER 6 / ESR G10 - Page 4

G102007 SITE CLEANUP

Waste materials will become the property of the Contractor; transport, dispose of or recycle waste materials in accordance with Section 01 57 19, Temporary Environmental Controls, 01 74 19 Construction Waste Management and 01 81 13 Sustainable Construction Requirements.

G102007 1.1 SPILLS

Coordinate in accordance with Section 01 57 19, Temporary Environmental Controls, 01 74 19 Construction Waste Management and 01 81 13 Sustainable Construction Requirements.

G102090 OTHER SITE DEMOLITION & RELOCATIONS

G1030 SITE EARTHWORK

G103003 ROCK EXCAVATION

Hard materials and rock may be encountered. Blasting will not be permitted.

G103004 FILL & BORROW

Fill, backfill, and select fill in the quantities required is not available at the project site.

Topsoil in the quantities required is available at the project site. However, topsoil on site requires amendments. Additional topsoil maybe required from offsite sources.

G103004 1.1 REQUIREMENTS FOR OFF SITE SOIL

For each borrow site, provide borrow site testing for hazardous materials characteristics from a composite sample of material, collected in accordance with standard soil sampling techniques. Do not bring material onsite until tests results have been received and approved by the Contracting Officer.

G103005 COMPACTION

Compaction shall be in conformance with Geotechnical requirements. Careful consideration shall be provided to not over compact lawn areas.

G103006 SOIL STABILIZATION

The following methods of soil stabilization will not be allowed: lime, cement, lime slurry, asphalt, and pressure grouting.

G103007 SLOPE STABILIZATION

Provide slope stabilization through appropriate grading and site design for a minimum factor of safety of 1.5 or slope that does not exceed the maximum slope per local code requirements. The following techniques for slope stabilization will not be allowed: gabions, concrete, or asphalt. Temporary erosion control matting shall be used on all slopes greater than 4:1.

G103008 SOIL TREATMENT

PART 3 - CHAPTER 6 / ESR G10 - Page 5

Chemically treat the entire foundation of each building for termites.

G103009 SHORING

The design of temporary support of excavation system is the responsibility of the Contractor. The contractor shall submit drawings and calculations, certified by a licensed professional engineer, describing the methods of shoring and sheeting of excavations.

G103010 TEMPORARY DEWATERING

Temporary dewatering system shall be suitable facilities with sufficient size and capacity necessary to lower and maintain ground water table to an elevation at least 1 foot below lowest foundation subgrade or bottom of pipe trench or excavation for any other facilities for the project, and to allow material to be excavated in a reasonably dry condition. The contractor shall be responsible for providing all labor, materials, tools, equipment, power and services necessary for care of water and erosion control. The contractor shall comply with and obtain the required State and County permits where the work is performed.

G103011 TEMPORARY EROSION & SEDIMENT CONTROL

Temporary erosion and sediment control shall meet the requirements of New York state Standards and Specifications for Erosion and Sediment Control.

G1040 HAZARDOUS WASTE REMEDIATION

The project site does not require hazardous waste remediation.

G1040 1.1 CONTAMINATED SOIL AND GROUNDWATER

The project site may require remediation of contaminated soil from underground sanitary holding tanks associated with the temporary facilities. Perform contaminated soil or groundwater work in accordance with the specifications and plans.

Pembroke, NY Site Improvements

PART 3 - CHAPTER 6 / ESR G20 - Page 1

SITE ENGINEERING SYSTEMS REQUIREMENTS

G20 SITE IMPROVEMENTS

SYSTEM DESCRIPTION

Provide site improvements that support project performance criteria of Part 2 Products Section 01 81 13, Sustainable Construction and the NCA Design Guide, dated January 1, 2022. In addition, refer to NCA National Cemetery Administration Commissioning Process Manual.

The site improvements consist of pavements and pavement related features, landscaping, irrigation and other exterior site development work related to this project. Provide a pavement design by a licensed Professional Engineer familiar with conditions local to the project site. Site design, including but not limited to design of parking and pedestrian circulation, will include coordination with the Civil Engineer, Landscape Architect and Irrigation Consultant.

GENERAL SYSTEMS REQUIREMENTS

Provide site improvements as required to make a useable facility that meets functional and operational requirements, incorporates all applicable anti-terrorism, force protection and physical security requirements and blends into the existing environment.

Provide accessibility in conformance with requirements of PG-18-13 , Barrier Free Design Standard.

Identify and obtain permits to comply with federal, state, and local regulatory requirements associated with this work. Complete the Permits Record of Decision (PROD) form with the first design submittal package. Determine correct permit fees and pay said fees. Forward copies of permits, permit applications, and the completed PROD form to the RE/COR. Perform work in accordance with the obtained permits.

Minimize the impact of construction activity on operations and neighboring facilities.

Locate new site improvements at locations indicated on the drawings in Part 6. If specific locations are not provided, site the improvements to develop appropriate and positive relationships with other facilities and to conform to existing development patterns.

Refer to Site Analysis and Building Requirements Sections for additional site improvement functional program information.

G2010 ROADWAYS

Provide roadways, as required, to allow for safe, convenient, and logical circulation, while discouraging through traffic. Roadway width shall be as indicated on drawings in part 6. Roadways within the maintenance complex area shall be designed to accommodate turning movements from a tractor trailer.

Provide roadways of bituminous pavement. Permeable pavement is not allowed.

Provide pavement sections as indicated or specified in this RFP. Pavement section shall be designed and placed in accordance with NYSDOT Comprehensive Pavement Design Manual and NYSDOT Standard Specifications. Roadway pavement sections shall be as follows:

Heavy Duty/Roadway http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01

PART 3 - CHAPTER 6 / ESR G20 - Page 2

• 1-½" thick asphalt top course, NYSDOT Item 402.09

• 3-½" thick asphalt binder course, NYSDOT Item 405.25

• 15” gravel subbase, NYSDOT Item 304.12

• Woven polypropylene stabilization/separation geotextile (Mirafi 500X or approved similar)

Provide other roadway improvements including marking and signage. Contractor to ensure all existing cemetery roadways are accessible to cemetery visitors during cemetery hours of operation.

Include adequate space for trees and other landscape material in the design for streets, roads, and parking lots in accordance with G2050.

G201001 BASES & SUBBASES

Pavement subbase shall be in accordance with NYSDOT Item 304.12 requirements. Select granular fill shall be placed under roads in fill condition to a maximum depth of 4’-0” below finished grade. In road areas where finished grade is less than 4’-0” above existing subgrade, select granular fill shall be placed at the depth required to achieve the road subbase elevation. Select granular fill shall be in conformance with NYSDOT Item 203.07, Select Granular Fill.

G201002 CURBS

Provide mountable concrete curb as indicated on drawings in part 6 and in accordance with NYSDOT Specifications section 609.

G201004 MARKING & SIGNAGE

Provide pavement markings to match existing and meet NYSDOT and County Highway regulations.

Provide temporary pavement markings and signage throughout construction to meet phasing requirements indicated in the project program. Provide temporary signage in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). Provide temporary construction and safety signs as shown on drawings in part 6.

G201005 GUARDRAILS & BARRIERS

Provide guardrails and bollards in accordance with NYSDOT Standard Specifications Section 606 and detailed on drawings in part 6.

G2020 PARKING LOTS

Provide parking for vehicles as indicated on drawings in part 6. Parking spaces to be 9’ wide by 18’ long.

Provide parking lots of bituminous pavement and portland cement concrete (PCC) pavement in the maintenance yard as indicated on the drawings in Part 6. Aggregate pavement may not used.

Design asphalt pavement sections in accordance with light duty asphalt pavement section as indicated in this RFP. Design concrete pavement sections in the maintenance yard in accordance with heavy concrete pavement sections as indicated in this RFP.

Provide other parking improvements including parking entrances for two way traffic (except for the Honor Guard area) separate service drive for delivery vehicles, markings, signage and landscaping.

See ESR G2050 for parking lot landscape requirements.

PART 3 - CHAPTER 6 / ESR G20 - Page 3

Provide accessible parking in accordance with Architectural Barriers Act (ABA) Accessibility Standards.

G202001 BASES & SUBBASES

Pavement subbase shall be in accordance with NYSDOT Item 304.12 requirements. Select granular fill shall be placed under parking areas in fill condition to a maximum depth of 4’-0” below finished grade. In pavement areas where finished grade is less than 4’-0” above existing subgrade, select granular fill shall be placed at the depth required to achieve the pavement subbase elevation. Select granular fill shall be in conformance with NYSDOT Item 203.07, Select Granular Fill.

G202002 CURBS

Provide mountable concrete curb as indicated on drawings in part 6 and in accordance with NYSDOT Specifications section 609.

G202003 PAVED SURFACES

Provide pavement sections as indicated or specified in this RFP. Asphalt pavement section shall be designed and placed in accordance with NYSDOT Comprehensive Pavement Design Manual and NYSDOT Standard Specifications. Parking lot asphalt pavement section shall be as follows:

• 1-½" thick asphalt top course, NYSDOT Item 402.09

• 2-½" thick asphalt binder course, NYSDOT Item 405.25

• 12” gravel subbase, NYSDOT Item 304.12

• Woven polypropylene stabilization/separation geotextile (Mirafi 500X or approved similar)

Maintenance yard paved surface shall be reinforced Portland cement concrete with a minimum design compressive strength of 4,000 psi in not more than 28 days. Concrete pavement shall be NYSDOT Class D. Expansion joints in concrete paving areas shall be spaced maximum every 30', with control joint spacing every 10’ on-center.

G202004 MARKING & SIGNAGE

Provide permanent and temporary markings (pavement, curb, and object), signage (regulatory, warning and guidance) and other traffic control devices as required to facilitate proper utilization of the parking areas.

Provide pavement markings to match existing developed portions of the cemetery for color and width.

Provide signage to match existing.

Provide temporary pavement markings and signage to meet phasing requirements indicated in the Project Program. Provide temporary signage in accordance with the MUTCD.

G2030 PEDESTRIAN PAVING

Provide a network of Portland cement concrete (PCC) sidewalks to allow for pedestrian circulation between various new and existing elements of the project. Interface new pedestrian circulation systems with existing pedestrian circulation systems and include input from the Civil Engineer, Architect, and Landscape Architect.

G203001 BASES & SUBBASES

PART 3 - CHAPTER 6 / ESR G20 - Page 4

Pedestrian Pavement subbase shall be in accordance with NYSDOT Item 304.12 requirements.

Select granular fill shall be placed under parking areas in fill condition to a maximum depth of 4’-0” below finished grade. In pedestrian pavement areas where finished grade is less than 4’-0” above existing subgrade, select granular fill shall be placed at the depth required to achieve the pavement subbase elevation. Select granular fill shall be in conformance with NYSDOT Item 203.07, Select Granular Fill.

G203002 CURBS

Provide mountable concrete curb as indicated on drawings in part 6 and in accordance with NYSDOT Specifications section 609.

G203003 PAVED SURFACES

Pedestrian sidewalks shall be reinforced Portland cement concrete in accordance with NYSDOT Specification section 608. Expansion joints in pedestrian concrete paving areas shall be spaced maximum every 25', with control joint spacing every 5’ on-center.

G2040 SITE DEVELOPMENT

G204001 FENCING & GATES

Provide chain link and ornamental fence as indicated on the drawings in Part 6.

Provide zinc-coated steel fencing components in accordance with FS RR-F-191/1, Type 1polyvinyl chloride (PVC) coated over zinc-coated steel fencing components in accordance with FS RR-F-191/1, Type IV for the fencing system. Provide a PVC coating with color and a minimum thickness of 0.10 inch (2 mm). Provide top and bottom tension wires and top and bottom rails; where tying into an existing fence, match fencing system. ]

Provide an ornamental industrial aluminum fence system with framework, (tubular pickets, rails and posts) that conforms with the requirements of ASTM B211. Aluminum extrusions for posts and rails shall be Alloy and Temper Designation 6005-T52. Aluminum extrusions for pickets shall be Alloy and Temper Designation 6063-T52.

Provide ornamental aluminum cantilevered gate system with all components (tracks, uprights, bracing, pickets, hardware, fittings and fasteners to match ornamental fencing. Identify the following in the project scope: Nominal opening size range in feet and size and shape of gate posts.

Material used for cantilevered gate framing (uprights, diagonal braces and pickets) shall be manufactured to comply with ASTM B221 aluminum (designation 6062-T6) with a yield strength of 25,000 PSI, tensile strength of 30,000 PSE and a standard mill finish. Rails should be manufactured to comply with ASTM B221 aluminum (designation 6063 T6) with a yield strength of 25,000 PSI, tensile strength of 30,000 PSE and a standard mill finish.

Internal roller truck assembly shall be self-aligning swivel ball-and-socket type running on four bearing wheels. Internal roller truck assembly shall be affixed to the hanger bracket by means of a 5/8” diameter industrial-grade rod end/center bolt, with a minimum static load rating of 10,000 pounds.

Attachment of the center bolt to the truck body shall be by means of a swivel joint to ensure equivalent and consistent loading on all bearing wheels and internal track surfaces throughout the travel of the gate.

All components shall be subjected to a thermal stratification coating process (high-temperature, in-line, multi-stage, and multi-layer) including, as a minimum, a six-stage pretreatment/wash and an

PART 3 - CHAPTER 6 / ESR G20 - Page 5 electrostatic spray application of a polyester finish. The topcoat shall be a “no-mar” TGIC polyester powder coat finish with a minimum thickness of 2 mils (0.0508mm). The color shall be as selected by the Cemetery Director.

Security fence for maintenance yard and outsourced contractor yard - provide one single line fence surrounding the maintenance yard area with two double swing gates. Provide security clear zones as required. Ensure that the fabric height is at least 8 feet . Provide outriggers and three strands of barbed wire. Design security fencing in accordance with requirements of NCA Section 32 31 13 Chain Link Fences and Gates, and the Chain Link Fence Manufacturer’s Institute.

G204003 EXTERIOR FURNISHINGS

At a minimum, provide a trash and ash receptacle at the designated smoking area.

G204005 SIGNAGE

Provide new exterior informational, directional, and regulatory signage as coordinated by design build contractor and Cemetery Director. Signage to match signage from Phase 1B and in accordance with Section 12, National Cemetery Signage Standards.

G204090 OTHER SITE IMPROVEMENTS

G2050 LANDSCAPING

Provide complete landscaping consisting of lawn groundcover, trees, shrubs, ornamental grasses, and organic mulches to provide a quality, cost-effective, functional and visually appealing landscape program that will enhance the development. Provide landscaping resistant to deer.

Guarantee landscaping for a period of one year. Provide a one year Establishment and Maintenance period. Landscaping Guarantee and Establishment and Maintenance periods must commence on the date that the inspection by the RE/COR shows that all landscaping under this contract has been satisfactorily installed.

Provide complete landscaping maintenance, including but not limited to, routine lawn mowing, edging, pruning, pest inspection/treatment, re-mulching of mulch products, watering, weeding, fertilizing, and re staking, throughout the guarantee period.

Provide mechanical equipment screening wall on three sides of new equipment.

Provide shrubs or small growing trees for screening of mechanical equipment/walls, dumpster enclosures, and other obstructions that do not present an aesthetic view from the street. Refer to Part D for Landscape Plans and Details, G205001 FINE GRADING AND SOIL PREPARATION

Strip and stockpile topsoil provide amendments as recommended by soil testing laboratory. Refer to NCA Specification 32 90 00 Planting for grading and soil requirements for placement and organic soil amendment incorporation.

G205002 EROSION CONTROL MEASURES

Prevent erosion from occurring by providing erosion control measures in accordance with New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016.

PART 3 - CHAPTER 6 / ESR G20 - Page 6

G205003 TOPSOIL AND PLANTING BEDS

Provide a planting soil mixture provide soil that is evaluated for use as topsoil according to ATSM D5268. Topsoil should have between 5 to 10 percent organic matter as determined by topsoil composition test as described in USDA DOA SSIR 42. Mix topsoil with soil amendments as recommended by the soil analysis test results.

G205004 SEEDING SPRIGGING AND SODDING

Seed and Sod areas indicated to be turfed shown on drawings. Restore existing turf areas disturbed by Contractor operations that are to remain as turf areas. Restore by means of seeding / sodding and provide same guarantee and maintenance as for new landscape areas. Turfgrass species must match existing. Lawn/turfgrass and native seed shall be state-certified seed of season’s latest crop delivered in original packages bearing producers warranted analysis for percentages of mixtures, purity, germination, weed seed content and inert material. Minimum acceptable seed quality standards for all lawn/turfgrass seed: Purity 95%, Germination 85%, Weed Seed Content less than 0.5%, Noxious Weeds 0.0%, Inert Material less than 3%, Germination test date no older than 6 Months. Primary mixture 50% perennial rye, 30% KY bluegrass, 20% fine fescue. Seeding rate 6lbs per 1,000 sf. Secondary mixture 50% tall fescue, 50% perennial ryegrass. Submit seed mixtures and seeding rates to the North Atlantic District Agronomist for final approval.

Sod: Shall be nursery grown and certified as classified in the TPI guideline specifications to turfgrass sodding. Sod must conform to the lawn/turfgrass species limitations as outlined in seed mixtures above. Submit sod mixtures to the North Atlantic District Agronomist for final approval.

G205005 PLANTINGS

Plant material to relate to previous construction phases and plant list on drawings. Specified plants should be of a hardiness to withstand wet and windy conditions in winter months. Substitutions may be used if approved by the North Atlantic District Agronomist. Final approval of new plant materials rests with the North Atlantic District Agronomist.

All plants shall conform to requirements of ANSI Z 60.1 American Standard for Nursery Stock.

If used for stormwater management, provide bioretention filters, plants, plant quantities, and soil mix in accordance with the State's Best Management Practices (BMP) Design Manual.

G205007 IRRIGATION SYSTEMS

All irrigation related improvements must be in accordance with the NCA facilities design guide requirements. Design, provide and install irrigation system for the cemetery expansion areas. The irrigation system for the burial sections in the expansion areas using the existing two wire decoder controller, connections to existing mainline. Contractor must coordinate and cooperate with vendor and VAs third-party commissioning agent in validating functionality of the new irrigation improvements.

The overall goals are to provide an irrigation system that uses equipment that matches the existing equipment; efficiently applies water, is cost effective to operate and maintain; and meets the intent of federally mandated water and energy conservation and sustainability programs. The following is a list of the design criteria that the d/b contractor must meet:

Piping Mainline pipe to be sized with a maximum velocity of 4.5 fps. Consideration must be given to future expansion phases.

PART 3 - CHAPTER 6 / ESR G20 - Page 7

Lateral pipe downstream of the remote-control valves (RCV) must be sized based on irrigation association best management practices which states that the pressure at the most distant emitter from the RCV must be within 10% of the pressure at the closest emitter to the RCV.

Remote control valves:

· Friction loss through the RCV must be 3.5 pound per square inch (psi) or less

· Where possible, each RCV should have a flow of 5-10 gpm to minimize the number of RCVs

· Equipped with basket filters and 30 psi pressure regulators

· Shrubs and trees must be on separate RCV.

Sprinklers

· Space sprinklers to achieve a theoretical distribution uniformity of 80% or better and a scheduling coefficient of 1.2 or better.

· Coordinate water aisle spacing with cemetery planner.

Irrigation components The following basis of design irrigation equipment is recommended:

Piping

· Class 160 PVC lateral pipe.

· Dr 11 HPDE mainline pipe

Irrigation control system:

· Two-wire (installed in PVC schedule 40 conduit) with decoders and manufacturer's recommended surge protection for all new sections.

· Decoder cable fuse device in 10-inch round valve boxes at all splices.

Valves:

· Remote control valves

· Rain bird pesb-prsd to match existing.

· 2-inch swivel globe valve shut off.

· Plastic valve boxes with branded lids.

· Quick coupling valves

· Rain bird 5rc to match existing.

· Truck fill

Sprinklers

· In burial sections use large radius rotor sprinklers rain bird 8005 series to match existing.

· In open space and along road ways use rain bird 8005 or 5000+ series sprinklers.

· Unititzed triple top swing joints.

G205090 OTHER LANDSCAPING

Pembroke, NY Site Civil / Mechanical Utilities

PART 3 - CHAPTER 6 / ESR G30 - Page 1

SITE ENGINEERING SYSTEMS REQUIREMENTS

G30 SITE CIVIL/MECHANICAL UTILITIES

SYSTEM DESCRIPTION

The site civil/mechanical utility systems include water supply systems, sanitary sewer systems, storm drainage systems, fuel distribution systems and associated appurtenances which are more than 5 feet outside the building.

The site mechanical utility system consists of piping and appurtenances for propane including accessories and devices as required for a complete and usable system up to 5 feet outside buildings.

GENERAL SYSTEM REQUIREMENTS

Develop the site to provide water, fire protection, sanitary sewer, storm drainage, and fuel distribution services that meet the requirements of each regulatory agency that governs and issues permits for the construction and operation of these systems. Site design is required to comply with UFC 3-210- 10, Low Impact Development, as well as state or local stormwater management regulations and project sustainability goals.

Provide each system complete and ready for operation.

Physically verify the location of existing above and below ground utilities prior to starting work.

Identify and obtain permits to comply with all federal, state, and local regulatory requirements associated with this work. Complete the Permits Record of Decision (PROD) form with the first design submittal package. Determine correct permit fees and pay said fees. Forward copies of permits, permit applications, and the completed PROD form to the Government's Civil/Mechanical Reviewer. Perform work in accordance with the obtained permits.

Minimize the impact of construction activity on facility operations and neighboring facilities.

Utility connection points are indicated on the drawings in Part 6. Obtain final approvals from the Government's Civil/Mechanical Reviewer and the Contracting Officer for utility connection points associated with this work.

Coordinate with the local utility providers and pay fees or charges required to connect to their utility.

Disciplines involved in site work design must coordinate utility locations with the Civil Engineer and the Landscape Architect.

Refer to Site Analysis and Building Requirements Sections for additional site civil/mechanical utilities information.

Provide fittings, connections and accessories required for a complete and usable system. Install equipment in accordance with PTS Section G30 and the manufacturer's recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "must".

See UFGS 01 78 23 OPERATION AND MAINTENANCE DATA for additional requirements.

Provide site civil/mechanical utility systems and components that support project sustainability goals of Section 01 81 13, Sustainable Construction.

PART 3 - CHAPTER 6 / ESR G30 - Page 2

G3010 WATER SUPPLY

The new water system is an extension of the existing on-site water system. The existing on-site water system is owned by the Federal Government. Provide the new water system and connections to the existing water system in accordance with Genesee County Department of Health, New York State Department of Health and UFC 3-230-01 Water Storage, Distribution, and Transmission; whichever is more stringent.

Notify the utility provider of the additional demand generated by the proposed facility. Provide a copy of all correspondence with the utility provider to the Government’s Civil/Mechanical Reviewer.

Provide connection to the existing water distribution system at the point indicated on the drawings in Part 6.

G301002 POTABLE WATER DISTRIBUTION

Connect the new potable water distribution system to the distribution system at the point indicated on the drawings in Part 6. Water piping shall be installed below frost depth, minimum of 5’ of cover.

Water piping (3” and greater) shall match existing on-site pipe material and be high-density polyethylene (HDPE), AWWA C901/C906, DR-11, ductile iron pipe size. Water piping (3” and less) shall be high-density polyethylene (HDPE), AWWA C901/C906, DR 11 copper tubing size (CTS).

Corporation and curb stops shall be made of bronze, ASTM B 61 or ASTM B62, and be suitable for the working pressure of the system.

Combination air valves shall be AWWA C512, float-operated, hydromechanical device to automatically release accumulated air or to admit air during filling of pipe. Air valve shall have a minimum pressure rating of 300 psi with ductile iron or stainless-steel body material.

G301004 FIRE PROTECTION WATER DISTRIBUTION

Fire hydrants shall match existing on-site make and model, Kennedy Guardian K81D, open left.

Provide fire hydrants with a finish paint identical to the existing fire hydrants.

G301006 NON-POTABLE WATER DISTRIBUTION

G3020 SANITARY SEWER

Provide new sanitary sewer collection system in accordance with New York State Department of Environmental Conservation’s (NYSDEC) “Design Standards for Intermediate Sized Wastewater Treatment Systems dated March 5, 2014” and Genesse County Department of Health requirements; whichever is more stringent.

G302001 SANITARY SEWER PIPING

Gravity piping shall be SDR-26 PVC pipe conforming to ASTM D3034. Pipe and fittings shall have elastomeric gasket joints providing a watertight seal when tested in accordance with ASTM D3212.

Gaskets shall conform to ASTM F477. Solvent welded joints shall not be permitted.

Pressure (force) line shall be rated for a minimum of 150 psi.

PART 3 - CHAPTER 6 / ESR G30 - Page 3

G302002 SANITARY SEWER MANHOLES & CLEANOUTS

Provide precast concrete manholes only rated for AASHTO HS20-44 loading. Frame and covers shall be gray cast iron conforming to ASTM A48 and shall be rated for HS20-44 loading with words “sanitary sewer.” The cover shall fit firmly on the frame without movement when subject to traffic and be lockable.

Cleanout frame and covers shall be gray iron casting conforming to ASTM A48. Frame and cover shall be rated for HS20-44 wheel loading with words “sewer.”

G302003 LIFT STATIONS AND PUMPING STATIONS

Provide a duplex submersible pump station in accordance with the utility provider’s requirements.

Effluent pump chamber shall be a circular precast vault conforming to ASTM C857 rated for AASHTO HS20-44 loading. All joints in the precast structure shall form a watertight structure. Access hatch shall have an extruded aluminum frame, aluminum diamond plate, and all hardware shall be stainless steel. Hatch shall be supplied with hinged safety grates to provide protection against fall through and to control access to the confined space. Hatch shall be supplied with a grade 316 stainless steel slam lock, with keyway projected by a threaded plug. Hatch shall be pedestrian load rated.

Each pump station shall provide two submersible-type sewage pumps, with guide rail, quick-disconnect system, controls and piping. Provide ASTM A48, Class 25, nonclog, cast-iron impeller capable of passing solids of 5/8 inch spherical solids and lint; and hermetically sealed motor with moisture-sensing probe, mechanical seals, and waterproof power cable.

Provide automatic control to start and stop the pump system. Automatic level control shall be by pressure transducer in accordance with the preferences of the system owner to fill and prevent overflow of the wet well.

Provide high-water audio and visual alarm. Horn for audio indication of station high-water level, energized by separate level-detecting device. Include alarm silencer switch and relay in station.

Provide electrical connections for a portable emergency generator hook-up sized to start up and maintain the total rated running capacity of the station, including the pumps, controls, lighting, ventilation and other auxiliary equipment.

G302005 SEPTIC TANKS

Provide two-compartment precast concrete septic tanks, ASTM C 1227. Tanks shall be designed for HS20-44 traffic loading according to ASTM C 890. Include manhole access lids at inlet and outlet ends of each septic tank compartment top. Septic tanks shall be sized in accordance with New York State Department of Environmental Conservation’s (NYSDEC) “Design Standards for Intermediate Sized Wastewater Treatment Systems dated March 5, 2014”.

Provide an oil/water interceptor for the vehicle wash system inside the maintenance facility. Oil/water interceptor shall be designed for each vehicle wash generating 50 gallons of wastewater. The separator shall be rated for HS20-44 loading.

G302006 DRAIN FIELDS

Wastewater drain fields shall be designed and constructed to comply with New York State Department of Environmental Conservation’s (NYSDEC) “Design Standards for Intermediate Sized Wastewater Treatment Systems dated March 5, 2014” and Genesee County Department of Health requirements.

PART 3 - CHAPTER 6 / ESR G30 - Page 4

G302090 OTHER SANITARY SEWER

G3030 STORM SEWER

Portions of the new storm sewer system is an extension of the existing storm sewer system. The existing storm sewer system serving the project site is owned by the Federal Government . Provide the new storm sewer system and connections to the existing storm sewer system in accordance with

3.2.2 Storm Water Runoff – VA Sustainable Design Manual, state stormwater management laws and regulations, local stormwater management laws and regulations and project sustainability goals;

whichever is more stringent.

Provide connection to the existing storm sewer collection system at the point indicated on the drawings in part 6. Confirm that the existing outfall has adequate capacity to receive the additional stormwater flow generated by the project.

Provide new storm sewer system to adequately collect and convey stormwater runoff from the project site.

G303001 STORM SEWER PIPING

Storm sewer piping shall be corrugated HDPE drainage pipe, AASHTO M254, Type S, with smooth waterway for coupling joints, with silt-tight couplings.

G303002 STORM SEWER STRUCTURES

Manhole, catch basins, and outlet control structures shall be precast, reinforced concrete, ASTM C478. Structures shall meet AASHTO HS-20 load rating. Structure frame and grates/covers shall be ASTM A48, class 35 gray iron and shall meet AASHTO HS-20 load rating.

Outlet control structure trash racks shall be glass reinforced HDPE structural plastic track rack.

G303003 LIFT STATIONS

Stormwater pump stations are not allowed.

G303004 CULVERTS

Culvert storm sewer piping shall be corrugated HDPE drainage pipe, AASHTO M254, Type S, with smooth waterway for coupling joints, with silt-tight couplings.

Three-sided concrete culvert at the intermittent stream crossing shall be precast reinforced concrete three-sided structure confirming with the requirements of NYSDOT Standard Specification Section 562 with cast-in-place concrete footings, the NYSDOT Bridge Manual, the NYSDOT Prestressed Concrete Construction Manual (PCCM) and the AASHTO LRFD Bridge Design Specification.

Structure shall be designed for vehicular live load of HL-93 design truck or design tandem and design lane load.

G303005 HEADWALLS

Three-sided precast concrete structure wing walls shall be pre-engineered precast concrete fill-type retaining wall in accordance with NYSDOT Standard Specification Section 554 with a stone veneer.

Stone veneer shall match appearance of existing on-site stone walls.

PART 3 - CHAPTER 6 / ESR G30 - Page 5

G303006 EROSION & SEDIMENT CONTROL MEASURES

Erosion and sediment control measures and devices shall be in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, November 2016.

G303007 STORM WATER MANAGEMENT

Provide stormwater management that complies with New York State Department of Environmental Conservation SPDES General Permit for Stormwater Discharges from Construction Activity and New York State Stormwater Management Design Manual, latest edition.

G306004 LIQUID FUEL DISPENSING EQUIPMENT

Provide aboveground storage tank with dispenser, hose, and nozzle. Storage tank shall be of double wall construction and provide secondary containment of the primary storage tank contents by an impervious steel outer wall. The tank shall be rectangular in shape and listed per UL Standard 142 and designed for possible future relocation. Welds shall be continuous on all sides and exterior seams, conforming to the American Welding Society Standard for continuous weld. All openings shall be from the top only. The tank shall be supplied with emergency vents for the primary and secondary tanks.

The interstitial monitoring area between the primary and secondary tanks shall be a true void, insuring reliability for testing and immediate migration of any liquid contents to the monitoring point. Designs incorporating insulation or other material in the secondary containment area will not be permitted.

Tank designs that do not protect the secondary containment from corrosion will not be permitted.

The tank system construction shall include thermal insulation by covering the double wall steel tank with a minimum of 0.25” thick polystyrene panels.

The tank system shall carry a listing under UL Ballistics Standard 752, Level 5, 6, and 8, signifying bullet-resisting protection against penetration, passage of fragments of projectiles, or fragmentation of the vault enclosure to the extent that any protected material, including the secondary containment and primary tank are not damaged.

Fuel pump shall be tank wall mounted, electronic dispenser, single hose 12’ length with auto-shutoff nozzle, re-connectable breakaway, swivel, and fuel filter.

G306006 GAS DISTRIBUTION PIPING PROPANE

Provide polyethylene (PE) piping system.

G306007 GAS STORAGE TANKS

Provide propane storage tank with a capacity of 500-gallons for the Honor Guard and three 1,000-gallon tanks for the Maintenance Building.

G306090 OTHER FUEL DISTRIBUTION

Provide warning and identification tape for underground utilities.

PART 3 - CHAPTER 6 / ESR G30 - Page 6

-- End of Section --

Pembroke, NY

PART 3 - CHAPTER 6 / ESR G40 - Page 1

6. ENGINEERING SYSTEMS REQUIREMENTS

G40 SITE ELECTRICAL UTILITIES

SYSTEM DESCRIPTION

[Demolish the existing [ ] system [and provide a new [ ].]

The site electrical utility system consists of all power and telecommunications and fiber optic cabling from the existing distribution system point of connection including all connections, accessories and devices as necessary and required for a complete and usable system. This section covers installations up to within 5 feet (1.5 meters) of new (or existing) building location.

GENERAL SYSTEM REQUIREMENTS

Provide an Electrical System complete in place, tested and approved, as specified throughout this RFP, as needed for a complete, usable and proper installation. Install all equipment in accordance with PTS Section G40 and the manufacturer's recommendations.