JULY 2005
SOLICITATION FOR OFFERS
OUTPATIENT CLINIC
SFO NO. V101-183R-xxx-xxx-xx
[INSERT LOCATION OF FACILITY]
b.
Slopes over 6% should have erosion protection.
c.
Accessible routes used by people with disabilities shall conform to the UFAS and VA
Supplement.
*Payload is drastically reduced on heavy trucks sustaining grades over 3%. Ideal maximum
sustained grade for safe operation of trucks and automobiles is 6%. On roads subject to
frequent icing and winter conditions, the maximum sustained grade is 5%.
5.2.6
DESIGN OF VEHICULAR AND PEDESTRIAN PAVEMENT:
Design the pavement to reflect topography, soils, climate, local materials, function, and other requirements
and specific situations.
5.2.6.1 PAVEMENT CONSTRUCTION:
Design pavement sections of all roads, service areas, fire apparatus vehicle accessibility areas, and
parking areas for the maximum anticipated traffic loads and existing soil conditions.
Construct service areas for truck dock and similar facilities of reinforced concrete.
Construct roads and surface parking of asphaltic concrete.
Principal roads and primary service roads should be 24' " wide between faces of curbs. Secondary
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service roads should be 12'0" between faces of curbs.
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5.2.6.2 CURBS AND GUTTER:
Design all roads with integral concrete curbs and gutters. Substitute free-standing curbs only when
justified.
Curb Radii: The radii of curbs at road intersections should be 30' ", preferred; 25'0", minimum.
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Curb Ramps (Curb Cuts): Provide curb ramps to accommodate people with disabilities as well as lawn
mowers.
5.2.6.3 PAVEMENT MARKING:
Provide locations and details of pavement striping for parking, roadways, crosswalks, areas restricted to
people with disabilities, and other special areas.
5.2.6.4 PEDESTRIAN PAVEMENT CONSTRUCTION:
Design walkways to provide clearly defined, unobstructed, direct routes through the site, interconnecting
site and building entryways, curb ramps, parking areas, pedestrian landscaped features, such as, open
area plazas, courts, atriums and other site elements.
Construct walks of concrete. Reinforce the concrete pavement if subbase conditions warrant. Where
pedestrian and vehicular pavement meet, thicken the subbase material.
Pedestrian wearing course material may be rigid unit pavers (bricks, stone sets, concrete units, large
paving slabs, etc.). To facilitate use by people with disabilities, design a rigid base of concrete or asphaltic
concrete beneath pavers.
Walks should be at least 60 inches wide, except 96 inches minimum where abutting parking stalls.
Design walks to accommodate people with disabilities. Eliminate steps unless unavoidable.
Part I: Basic Solicitation Requirements Page 63 of 169
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