[Code of Federal Regulations] [Title 38, Volume 2] [Revised as of July 1, 2003] From the U.S. Government Printing Office via GPO Access [CITE: 38CFR39.8] [Page 721-728] TITLE 38--PENSIONS, BONUSES, AND VETERANS' RELIEF CHAPTER I--DEPARTMENT OF VETERANS AFFAIRS (CONTINUED) PART 39--STATE CEMETERY GRANTS--Table of Contents Sec. 39.8 General standards for site selection and construction of State veterans' cemeteries. (a) General. (1) The various codes, requirements, recommendations of State and local authorities or technical and professional organizations, to the extent and manner in which reference is made in these standards, are applicable to grants for construction of State veterans' cemeteries. Additional information concerning these standards may be obtained from the Department of Veterans Affairs, National Cemetery Administration (40G), 810 Vermont Avenue, NW., Washington, DC 20420. (2) These standards constitute general design and construction criteria and shall apply to all projects for which Federal assistance is requested under 38 U.S.C. 2408. (3) In developing these standards, no attempt has been made to comply with all of the various State and local codes and regulations. These standards must be followed where they exceed State or local codes and regulations. Departure will be permitted, however, when alternate standards will provide equivalent or better design criteria. Conversely, compliance is required with State and local codes where such requirements provide a higher standard. The additional cost, if any, in using standards which are higher than those of the Department of Veterans Affairs (VA) should be documented and justified in the application. (4) The space criteria and area requirements referred to in these standards should be used as a guide in planning. Additional area and facilities beyond those specified as basic may be included if found to be required by the program but are subject to approval by VA. Substantial deviation from the space or area standards should be carefully considered and justified, except for occasional variances which would require individual justification. Failing to meet or exceeding the standards by more than 10 percent in the completed plan would be regarded as evidence of inferior design or as exceeding the boundaries of professional requirements. VA participation may be subject to proportionate reduction in those projects which unjustifiably exceed maximum space or area criteria. [[Page 722]] (b) Site planning standards--(1) Site selection--(i) Location. The land should be located as closely as possible to the densest veteran population in the area under consideration. (ii) Size. Sufficient acreage should be available to provide gravesites for estimated needs for at least 20 years. Acreage could vary depending on the State veteran population and National Cemetery availability. (iii) Accessibility. The site should be readily accessible by highway, bus or railroad. (iv) Topography. The land should range from comparatively level to rolling and moderately hilly terrain. Natural rugged contours are suitable only if development and maintenance costs would not be excessive and burial areas would be accessible to elderly or infirm visitors. The land should not be subject to flooding. (v) Water table. The water table should be lower than the maximum proposed depth of burial. (vi) Soil requirement. The soil should be free from rock, muck, quicksand, and other materials that would hamper the economical excavation of graves by normal methods. In general, the soil should meet the standards of good agricultural land that is capable of supporting lawns, shrubs, and trees, with normal care and without the addition of topsoil. (vii) Utilities. Electricity and/or gas should be available (if required). (viii) Water supply. An adequate supply of water should be available. (ix) Sanitary sewer. An approved means to dispose of storm flow and sewage from the facility should be available. (2) Site development requirements--(i) General. The development plan shall provide for adequate hardsurfaced roads, walks, parking areas, public rest rooms, flag circle, protective enclosure of the area, and a main gate. Pedestrian gates should also be provided at the main gate for activities that may be necessary or appropriate when the main gates are closed. (ii) Road widths. Road widths shall be compatible with proposed traffic flows and volumes. (iii) Surface and structure parking. All parking facilities shall include provisions to accommodate the physically handicapped. A minimum of one space shall be set aside and identified with signage in each parking area with additional spaces provided in the ratio of one handicapped space to every twenty regular spaces. Handicapped spaces shall not be placed between two conventional diagonal or head-on-parking spaces. Each of the handicapped parking spaces shall not be less than 9 feet wide; in addition, a clear space 4 feet wide shall be provided between the adjacent conventional parking spaces and also on the outside of the end spaces. (iv) Pavement design. The pavement section of all roads, service areas and parking areas shall be designed for the maximum anticipated traffic loads and existing soil conditions and in accordance with local and State design criteria. (v) Curbs. Bituminous roads may be provided with integral curbs and gutters constructed of portland cement concrete. Free standing curbs may be substituted when the advantage of using them is clearly indicated. All curbs shall have a ``roll-type'' cross section for vehicle and equipment access to lawn areas except as may be necessary for traffic control. (vi) Curb radii. The radii of curbs at road intersections shall not be less than 20[foot]-0 (vii) Curb ramps (curb cuts). Curb ramps shall be provided to accommodate the physically handicapped and lawnmowers. Curb ramps shall be provided at all intersections of roads and walks. The curb ramps shall not be less than 4 feet wide; they shall not have a slope greater than 8 percent, and preferably not greater than 5 percent. The vertical angle between the surface of a curb ramp and the surface of a road or gutter shall not be less than 176 degrees; the transition between the two surfaces shall be smooth. Curb ramps shall have nonslip surfaces. (viii) Walks. Walks shall be designed with consideration for the physically handicapped. Walks and ramps designed on an incline shall have periodic level platforms. All walks, ramps and platforms shall have nonslip surfaces. Any walk shall be ramped if the slope exceeds 3 percent. Walks that have gradients of from 2 to 3 percent shall be [[Page 723]] provided with level platforms at 200-foot intervals and at intersections with other walks. Ramps shall not have a slope greater than 8 percent, and preferably not greater than 5 percent. The ramps shall have handrails on both sides unless other protective devices are provided; every handrail shall have clearance of not less than 1\1/2\ inches between the back of the handrail and the wall or any other vertical surface behind it. Ramps shall not be less than 4 feet wide between curbs; curbs shall be provided on both sides. The curbs shall not be less than 4 inches high and 4 inches wide. A level platform in a ramp shall not be less than the full width of the ramp and not less than 5 feet long. Entrance platforms and ramps shall be provided with protective weather barriers to shield them against hazardous conditions resulting from inclement weather. (ix) Steps. Exterior steps may be included in the site development as long as provisions are also provided for use by physically handicapped persons. (x) Grading. Minimum lawn slopes shall be 2 percent; critical spot grade elevations shall be shown on the contract drawings. Insofar as practicable, lawn areas shall be designed without steep slopes. (xi) Landscaping. (A) The landscaping plan should provide for a park-like setting of harmonious open spaces balanced with groves of indigenous and cultivated deciduous and evergreen trees. Shrubbery should be kept to a minimum. (B) Steep slopes that are unsuitable for interment areas should be kept in their natural state. (xii) Surface drainage. Surface grades shall be determined in coordination with the architectural, structural and mechanical design of buildings and facilities so as to provide proper surface drainage. (xiii) Burial areas--(A) General. A site plan of the cemetery shall include a burial layout. If appropriate, the burial layout should reflect the phases of development in the various sections. All applicable dimensions to roadways, fences, utilities or other structures shall be indicated on the layout. (B) Area standard. The VA standard for computing gravesite yield from net burial acreage is 600 gravesites per acre. This figure normally can account for roads, utilities, and other service related structures. Depending on the character of the land and the way in which the cemetery is to be developed, a minimum of 50 percent of the gross acreage available at the site should be designated as burial acreage. A site proposed for development as a veterans' cemetery should be adequate to meet the State's projected interment needs for a minimum of twenty years. (C) Gravesites. Gravesites should be laid out in uniform pattern. There should be a minimum of 10 feet from the edge of roads and drives and a minimum of 20 feet from the boundaries or fence lines. Maximum carrying distance from the edge of a permanent road to any gravesite should not be over 275 feet. Temporary roads may be provided to serve areas in phase developments. (D) Monumentation. Each grave shall be marked with an appropriate marker and there shall be kept in each cemetery a register of burials setting forth the name of each person buried and the number of the grave in which he/she is buried. It is advisable that permanent gravesite control markers be installed based on a grid system throughout the burial area unless otherwise specified. This will facilitate the gravesite layout, placement of utility lines, and alignment of headstones. Markers may be either flat or upright, but should be uniform throughout the cemetery. (c) Space criteria for support facilities. These criteria are based on a projected annual burial rate of one to six per day, staffing by position, and maintenance and service equipment. For cemeteries with less than one or more than six burials per day, support facilities are considered on an individual basis in accordance with paragraph (a)(4) of this section. In converting NSF (net square feet) to GSF (gross square feet), a conversion factor of 1.5 is the maximum allowed. The applicant shall, in support of the design, include the following as an attachment to the application: A list of all grounds maintenance supplies and equipment and the number of FTE (full-time employees) by job assignment for the next 10 years. [[Page 724]] (1) Administrative building. Office, Cemetery Director, 150 NSF Administrative (Lobby/Office) Area, 165 NSF \1\ --------------------------------------------------------------------------- \1\ Add 80 NSF for each additional staff (maximum of 2). --------------------------------------------------------------------------- Operations (File/Work Area), 160 NSF Family/Conference Room, 200 NSF Refreshment Unit, 45 NSF Housekeeping Aid's Closet, 40 NSF Toilet Facilities, Water Closet (Handicapped), 35 NSF Each additional fixture, 22 NSF (2) Maintenance/service building.\2\ --------------------------------------------------------------------------- \2\ Service Building may be combined with the administrative building. Office, 150 NSF \3\ --------------------------------------------------------------------------- \3\ Add 80 NSF for each additional employee required to be located in the office. --------------------------------------------------------------------------- Lunch Room: Under 5 FTE, Not authorized 5 or more FTE (Minimum 120--Maximum 300 NSF), 12 NSF/FTE Kitchen Unit, 45 NSF Vending Machines, 25 NSF (i) Toilet and Shower Facilities.\4\ --------------------------------------------------------------------------- \4\ One Water Closet and Shower/30 FTE and One Lavatory/Urinal/20 FTE or fraction thereof (minimum one handicap equipped per toilet and shower room). If FTE exceed 5, provide one Water Closet/Lavatory/Shower for females. Recommend that female facilities be located and designed so as to be included with male facilities when no females are on maintenance staff. --------------------------------------------------------------------------- (A) Toilet Facilities: Water Closet (Handicapped), 35 NSF Each additional Fixture, 22 NSF (B) Shower: Handicapped \5\, 80 NSF --------------------------------------------------------------------------- \5\ If required by State program requirements. --------------------------------------------------------------------------- Standard Fixture, 25 NSF (C) Lockers, 6 NSF/FTE (D) Boot and Towel Storage, 1.5 NSF/FTE (E) Housekeeping aids closet, 40 NSF (ii) Vehicle and Equipment Maintenance/Storage. (A) Service bay, 450 NSF (B) Vehicle and Equipment Storage, 288 NSF/Bay \6\ --------------------------------------------------------------------------- \6\ /Total NSF divided by 288 = number of bays. Backhoe, 288 NSF/each Industrial tractors, 96 NSF/each Cub tractors, 32 NSF/each Hand Mower and trimmers, 12 NSF/each (C) Ground Maintenance Storage, 288 NSF (D) Flammable Storage, 100 NSF (iii) Other Equipment Storage: Based on climatic conditions it may be justified to erect open structures or paved areas to protect the following types of equipment. Dump Trucks, 240 NSF/each Pickup Trucks, 240 NSF/each Cemetery Automobiles, 240 NSF/each Gang & Circular Mowers, 29 NSF/each Dumpsters (Trash/Solid Waste) \7\, 240 NSF/each --------------------------------------------------------------------------- \7\ No allowance for cover or enclosure. --------------------------------------------------------------------------- Dump Wagon or utility trailers \7\, 240 NSF/each Plow Blades \7\, 120 NSF/each Headstones/Markers \7\, 120 NSF (3) Interment/Committal Service Shelter: One permanent shelter is authorized for every five interments per day. Covered area (maximum 256 NSF), 16 NSF/person Total paved area (including covered area), 784 NSF Enclosed equipment/storage area, 40 NSF (4) Interment/Committal Service Chapel: A chapel may be substituted for the interment/committal service shelters. Only one chapel is allowed per cemetery. Chapel area (fixed seating and chancel), 512 NSF Clergy robing room, 100 NSF General storage, 80 NSF Housekeeping aid's Closet, 40 NSF Restroom(s) Men/Women: Water Closet (each Handicapped restroom), 35 NSF Lavatory (each restroom), 22 NSF Urinal (Men's restroom), 22 NSF (5) Public Restrooms: Space determinations for separate structures for public restrooms will be considered on an individual basis. (6) Other Interment Structures: Space determinations for other support facilities such as columbaria, mausolea or garden crypts, etc., will be considered on an individual basis in accordance with paragraph (a)(4) of this section. (d) Architectural Design Standards--(1) Architectural and Structural Requirements--(i) Life Safety Code. The 1981 edition of the Code for Safety to Life from Fire in Buildings and Structures (NFPA 101) published by the National [[Page 725]] Fire Protection Association (NFPA), Batterymarch Park, Quincy, MA, 02269, will be the design criteria. The 1981 edition of the Life Safety Code (NFPA 101) is hereby incorporated by reference into this section as though set forth in full herein. This incorporation by reference was approved by the Director of the Federal Register on October 28, 1982. This code is incorporated as it was on the date of approval and a notice of any change in this code will be published in the Federal Register. This code is available for inspection at the Office of Federal Register, 800 North Capitol Street, NW., suite 700, Washington, DC. Fire safety construction features not included in NFPA 101 shall be designed in accordance with the standards of the 1976 edition (R1977) of the National Building Code published by the American Insurance Association Engineering and Safety Services, 85 John Street, New York, NY 10038. The 1976 edition (R1977) of the National Building Code is hereby incorporated by reference into this section as though set forth in full herein. This incorporation by reference was approved by the Director of the Federal Register on October 28, 1982. This code is incorporated as it was on the date of approval and a notice of any change in this code will be published in the Federal Register. This code is available for inspection at the Office of the Federal Register, 800 North Capitol Street, NW., suite 700, Washington, DC. Where the adopted codes state conflicting requirements, the National Fire Codes shall govern. (ii) State and Local Codes. In addition to compliance with the standards set forth in this document, all applicable local and State building codes and regulations must be observed. In areas not subject to local or State building codes, the recommendations contained in the 1976 edition (R1977) of the National Building Code (see Sec. 39.8(d)(1)(i)) shall apply insofar as such recommendations are not in conflict with the standards set forth in this document. (iii) Occupational safety and health standards. Applicable standards as contained in the Occupational Safety and Health Act must be observed. (2) Mechanical requirements. The heating system, boilers, steam system, ventilation system and air-conditioning system shall be furnished and installed to meet all requirements of the local and State codes and regulations. (3) Plumbing requirements. Plumbing systems shall comply with all applicable local and State codes, the requirements of the State Department of Health, and the minimum general standards as set forth in this part. Where no State or local codes are in force, the 1978 edition of the National Standard Plumbing Code, published jointly by the American Society of Plumbing Engineers and the National Association of Plumbing-Heating-Cooling Contractors, 1016 20th Street, NW., Washington, DC 20036, shall apply. The 1978 edition of the National Standard Plumbing Code is hereby incorporated by reference into this section as though set forth in full herein. This incorporation by reference was approved by the Director of the Federal Register on October 28, 1982. This code is incorporated as it was on the date of approval and a notice of any change in this code will be published in the Federal Register. This code is available for inspection at the Office of the Federal Register, 800 North Capitol Street, NW., suite 700, Washington, DC. (4) Electrical requirements. The installation of electrical work and equipment shall comply with the 1981 National Electrical Code (NFPA No. 70), all State and local codes and laws applicable to electrical installations, and the minimum general standards as set forth in this part. The regulations of the local utility company shall govern service connections. Aluminum busways should not be used as a conducting medium in the electrical distribution system. The 1981 edition of the National Electrical Code is hereby incorporated by reference into this section as though set forth in full herein. This incorporation by reference was approved by the Director of the Federal Register on October 28, 1982. This code is incorporated as it was on the date of approval and a notice of any change in this code will be published in the Federal Register. This code is available [[Page 726]] for inspection at the Office of the Federal Register, 800 North Capitol Street, NW., suite 700, Washington, DC. (e) Plan preparation--(1) General. The requirements contained herein have been established for the guidance of the state agency and the architect to provide a standard for preparation of drawings, specifications and estimates. (2) Predesign conferences. A conference is recommended for all major construction projects primarily to ensure that the State agency becomes oriented to VA procedures and requirements plus any technical comments pertaining to the project. (3) Preapplication requirements. No plans and specifications will be required with the preapplication submission to the VA. The program narrative shall describe the need, objectives, method of accomplishment, projected interment rate, benefits expected to be obtained from the assistance and include design concepts, space outline, geographical location (i.e., a location map showing the location of the project and all appropriate demographic boundaries), etc. (4) Formal application requirements--(i) Boundary and site survey and soil investigation. (A) The State agency shall provide for a survey and soil investigation of the site and furnish a legal description of the site. The purpose of this survey and soil investigation is to obtain data necessary for the evaluation of the site as a cemetery, structural design and utility service connections. A boundary and site survey need not be submitted if one was submitted for a previously approved project and there have been no changes. Relevant information may then be shown on the site plan. (B) If required the survey shall show: (1) The outline and location referenced to boundaries, of all existing buildings, streets, alleys (whether public or private), block boundaries, easements, encroachments, the names of streets, railroads and streams, and other information as hereinafter specified. If there is nothing of this character affecting the property, the Surveyor shall so state on the drawings. (2) The point of beginning, bearing, distances, and interior angles. Closures computations shall be furnished with the survey and error of closure shall not exceed 1 foot each 10,000 feet or lineal traverse. Boundaries of an unusual nature (curvilinear, off-set, or having other change or direction between corners), shall be referenced with curve data (including measurement chord) and other data sufficient for replacement and such information shall be shown on the map. For boundaries of such nature, coordinates shall be given for all angles and other pertinent points. (3) The area of the parcel in acres or in square feet. (4) The location of all monuments. (5) Delineation of 100-year floodplain and source. (6) The signature and certification of the Surveyor. (C) Soil investigation of the scope necessary to ascertain site characteristics for construction and burial or to determine foundation requirements. A new soil investigation is not required if one was done for a previously approved project on the same site and information contained is adequate and unchanged. Soil investigation, when done, shall be documented in a signed report. (1) Adequate investigation shall be made to determine the subsoil conditions. The investigation shall include a sufficient number of test pits or test borings as will determine, in the judgment of the architect, the true conditions. (2) The following information shall be covered in the report: (i) Thickness, consistency, character, and estimated safe bearing value where needed for structural foundation design of the various strata encountered in each pit or boring. (ii) Amount and elevation of ground water encountered in each pit or boring, its probable variation with the seasons, and effect on the subsoil. (iii) The elevation of rock, if known and the probability of encountering quicksand. (3) The elevations and location of tops of workings relative to the site, if the site is underlaid with mines, or old workings are located in the vicinity. [[Page 727]] (ii) Preliminary site plan. A site plan showing the proposed layout of all facilities on the selected site shall be included as an exhibit to the formal application. If the project is to be phased into different year programs, the phasing shall be indicated. The preliminary site plan shall be submitted on standard 28 inch by 42 inch plan sheets at a scale sufficiently large to show necessary details or dimensions. (iii) Preliminary architectural drawings. All buildings are to be shown on drawings accompanying the application. The drawings must comply with the following requirements: (A) A site plan of the immediate area around the building shall be drawn to a convenient scale and shall show the building room plan, utility services, walks, gates, walls or fences, flagpoles, drives, parking areas, indication of handicapped provisions, landscaping, north arrow and any other appropriate items. (B) Floor plans of all levels at a convenient scale shall be double line drawings and shall show overall dimensions, construction materials, door swings, names and square feet for each space, toilet room fixtures and interior finish schedule. (C) Elevations of the exteriors of all buildings shall be drawn to the same scale as the plan and shall include all material indications. (D) Preliminary mechanical and electrical layout plans shall be drawn at a convenient scale and shall have an equipment and plumbing fixture schedule. (f) Final working drawings and specifications. Prior to the release of funds for the construction of any project being sponsored under this program, VA must approve the final working drawings and specifications. The approval by VA is notification to the applicant that the project complies with the terms and conditions prescribed by VA and does not constitute approval of the contract documents. It is the responsibility of the State to ascertain that all State and Federal requirements have been met and that the drawings and specifications are acceptable for bid purposes. (1) Final working drawings shall be prepared so that clear and distinct prints may be obtained, accurately dimensioned and include all necessary explanatory notes, schedules and legends. Working drawings shall be complete and adequate for complete VA review and comment. Separate drawings shall be prepared for each of the following types of work: architectural, structural, heating and ventilating, plumbing and electrical. They shall include the following: (i) Architectural drawings. Site plan showing all new topography, grades, existing buildings, roadways, walks and areas to be seeded. All structures and other work to be removed; all floor plans and a room plan if any new work is involved; all elevations which are affected by the alterations; building sections; demolition drawings. All details to complete the proposed work and finish schedules. (ii) Planting drawings. (A) All proposed features such as roads, buildings, walks, utility lines, burial layout, etc. (B) Contours, scale, north arrow, legend showing existing trees. (C) A graphic or keyed method of showing plant types as well as quantities of each plant. (D) Plant list with the following: Key, quantity, botanical name, common name, size and remarks (i.e., balled and burlaped, container, 3 stem clump, specimen, etc.) (E) Typical tree and shrub planting details. (F) Areas to be seeded or sodded. (G) Areas to be mulched. (iii) Layout drawings. Submit a layout plan which shows the following: (A) Roadways, walks, buildings, scale and north arrow, boundary lines and fence lines. (B) Section layout with permanent section monument markers and lettering system. (C) Gravesite layout and numbering system. (D) Gravesites which are obstructed. (E) Direction the headstone faces. If the cemetery is existing and the project is expansion or renovation, show available, occupied, obstructed and reserved gravesites. (iv) Equipment drawings. Large scale drawings of typical special rooms indicating all fixed equipment and major [[Page 728]] items of furniture and moveable equipment. (v) Structural drawings. Complete foundation and framing plans and details. General notes to include: Governing code, material strengths, live loads, windloads, foundation design values, and seismic zone. (vi) Mechanical drawings. Heating and ventilation drawings showing complete systems and details of air conditioning, heating, ventilation and exhaust. Plumbing drawings showing sizes and elevations of soil and waste systems; sizes of all hot and cold water piping; drainage and vent systems; plumbing fixtures and riser diagrams. (vii) Electrical drawings. Separate drawings for lighting and power. Service entrance, feeders and all characteristics. All panel, breaker, switchboard and fixture schedule. All lighting outlets, receptacles, switches, power outlets and circuits. Telephone layout, fire alarm systems and emergency lighting. (2) Final specifications (to be used for bid purposes) shall be in completed format. Specifications shall include the invitations for bids, cover of title sheet, index, general requirements, form of bid bond, form of agreement, performance and payment bond forms, and sections describing materials and workmanship in detail for each class of work. (3) Show in convenient form and detail the estimated total cost of the work to be performed under the contract including provisions of fixed equipment shown by the plans and specifications, if applicable, to reflect the changes of the approved financial plan. Estimates shall be summarized and totaled under each trade or type of work. (4) All of the above requirements must be met and approved prior to the State agency advertising for bids. (g) Final review and approval--(Bid tabulations and cost estimates). (1) The State agency shall submit itemized bid tabulations; assurance, if required; and a revised grant application form reflecting project cost(s) based on bids. If there are non-VA participating area(s), these should be itemized separately. (2) Following VA approval of bid tabulations and cost estimates, the grant will be awarded by a Notification of Award of Federal Grant Funds. (Authority: 38 U.S.C. 2408) (Information collection requirements in paragraphs (b)(2)(xiii)(D), (c), and (e) were approved by the Office of Management and Budget under control number 2900-0375) [47 FR 49395, Nov. 1, 1982, as amended at 54 FR 34988, Aug. 23, 1989