Following the construction of the first stall line 89, it is simply necessary to mark off the repetitive stall width 92 along the base line 81 and the end line 86. In carrying out that aim, it is an object of the invention to provide a calculator for laying out stalls in a parking lot, which relates desired stall length, width and angle to orthogonal dimensions associated with the axis of the lot, so that the stalls may be accurately laid out using no more than a simple measuring tape and marker. The intersection of the angular alignment line 72 and the desired length line 65 (the 20 foot line) defines a point 80 which when transferred to the grid 43 determines the orthogonal length on the length scale 41 and the initial or partial width necessary to establish the desired angle on the width scale 40. [Ord. 0000020921 00000 n a. Select and Re-Calculate to display. b. Parking Space Dimensions Typical parking stall dimensions vary with the angle at which the stall is arranged in relation to the aisle. Three dimensions are read from the calculator as thus adjusted. See Figure 2 for a diagram. On lots containing morethan one use, the total number of required parking spaces shall be equal to thesum of the required parking for each use as if provided separately, unlessshared parking is approved pursuant to Art. The factors to consider in a parking lot layout include: parking lot size, pavement, parking space angles in consideration to level of vehicle turnover, accessibility requirements (ex. It is then necessary to establish the stall angle, which is done simply by measuring the partial width 88, calculated above as 6 feet-9 inches, from and perpendicular to the base line 82, along the line 86, to define a point 87. This module lists and displays dimensions for surface parking lots with common stall orientation angles. A chalk line is then snapped connecting these points to define a forward bumper line 104. A calculator for laying out stalls in parking lots comprising a first member having first and second orthogonal numerical scales corresponding to stall length and width, pivot means at the origin of said scales, angular indicia at predetermined angular intervals emanating from said origin; a second member engageable with said pivot means and having a length scale thereon for selecting a desired stall length, width indicia perpendicularly related to said length scale for selecting a desired stall width, and alignment indicia emanating from said engaged pivot means for selecting a desired stall angle; said second member being pivotable about said pivot means for aligning said alignment indicia with a selected one of said angular indicia on said first member for establishing the desired stall angle, whereupon the length scale and width indicia on said second member intersect said length and width scales of said first member to read the orthogonal dimensions of stall length and width to achieve the desired stall length and width at the desired angle. The orthogonal length dimension 85, calculated above as 18 feet-8 inches, is measured perpendicularly from the base line 81 at 2 or more points 83, 84. The lines 81 and 82 are the base references along which the stalls are to be laid out, and may be considered analogous to the base lines 40, 41. So, an office with 300 parking spots and 60,000 square feet of office space has a ratio of five spots for each 1,000 square feet. Thus, if 20 foot stalls are desired, and the total dimension available for the two bays and an aisle is, for example, 54 feet, the stalls must be ruled at some angle. For example, if a stall width of 9 feet is desired, the aperture 32 is positioned over the pivot pin and the edge 60 serves as the indicator for this stall width. 1 is a plan view showing a calculator constructed in accordance with the present invention; FIG. Feb 16, 2017 - Explore DaNsY's board "Parking Layout" on Pinterest. In the foregoing illustration the stall lines 89, 89a are each 20 feet in length, indicated by the segment 93. ramps), lighting design, landscaping, drainage, and overall traffic flow including that of pedestrians. 2020-001] 4. FIG. The line 89 thus constructed is the first stall line and intersects the base line 81 (as well as the end line 86) at an angle of 70°, indicated at 91. Referring again to FIG. (B) • Determine the percentage of gross public assembly uses (Gross Public Assembly/AGA X 100%). According to a mathematics professor at the University of Salford, parking lots should use an angled-space design. The calculator includes a first member having orthogonal length and width scales as well as angle indicators relating to desired stall angle. When the calculation of required parking spaces is based on the number of occupants, the calculation These may, for example, be the boundaries of a lot, bordering walls, an adjacent stall bay, or the like. The scale along the axis 40, as well as the corresponding scale in the grid 43 are used to read the calculated orthogonal width dimensions 88 and 92 (to be described below). Rehabilitation facilities that specialize in treating mobility-related conditions and outpatient physical therapy facilities need 20% of patient/visitor spaces to be accessible. or on‐street parking may be used to satisfy the requirement as detailed below. Table of Contents. Hand manipulated computing devices characterised by a specific application, Hand manipulated computing devices in which a straight or curved line has to be drawn from given points on one or more input scales to one or more points on a result scale, Method and device for space-saving parking of motor vehicles, Laser gauging system and component parts therefor, Method and system for automatically performing a study of a multidimensional space, Optical position measurement system employing one or more linear detector arrays, Tape measure for determining the centerpoint of a distance, Method of measuring a vehicular frame to determine alignment, Optical device, and method of measuring the dimension of object using optical device, Combination tape measure and range finder, Measuring fracture orientation at exposed rock faces by using a non-reflector total station, Top reading rule using blades with directional arrows, Device and method to define angles on a workpiece, Contract estimating system utilizing a digitizing ruler. 9 by 20 foot stalls angled at 70° stall is arranged in relation to edge. 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