Method and apparatus for constructing an automotive vehicle parking lot

• US 7,207,743 B2
• Filed: 04/17/2003
• Issued: 04/24/2007
• Est. Priority Date: 05/28/2002
• Status: Expired due to Term

• Current Assignee: Polivka Parking Solutions, LLC
• Original Assignee: Polivka Parking Solutions, LLC
• Inventors: Polivka, A. Basil Jr.
• Primary Examiner(s): ADDIE, RAYMOND W
• Application Number:
  US10/417,831
• Publication Number:
  US 20030223815A1
• Time in Patent Office: 1,468 Days
• Field of Search: 405/258.1, 405/19, 405/21, 405/270, 405/151, 405/20, 428/137, 404/73, 404 27- 31, 404/36, 404/70, 404/75, 404/76
• US Class Current: 404/73
• CPC Class Codes: E01C 9/086 made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
• CPC Class Codes: E04H 6/10 without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps

Abstract

A method for constructing an automotive vehicle parking lot (10) on a land area (12) is provided. A composite drainage material (20) is provided through which water drains. The composite drainage material (20) comprises a polymeric open mesh core (22) between first and second layers (24 and 26) of a non-woven geo-textile fabric. The land area (12) is covered with the material (20) by placing rolls (28) of the material adjacent one another. The rolls (28) are unrolled over the land area (12) so that longitudinal edge portions (30 and 40) of adjacent rolls adjoin one another. A portion (34, 44) of the longitudinal edge portions (30 and 40) are overlapped and secured to each other, and not to the land area (12), to create a gapless and continuous surface (84) of the material (20), with the majority of the land area (12) lying underneath the material. The first layer (24) of each of the rolls (28) contacts the land area (12). The second layer (26) of each of the rolls (28) faces away from the land area (28) and provides the surface (84) on which vehicles are parked.

Claims

1. A method of constructing an automotive vehicle parking lot on a land area, said method comprising the steps of:

providing a composite drainage material through which water drains, the composite drainage material including a polymeric open mesh core between upper and lower layers of a non-woven geo-textile fabric;

covering the land area with the composite drainage material by placing rolls of the composite drainage material adjacent one another, said step of covering the land area with the composite drainage material includes unrolling the rolls of the composite drainage material over the land area and positioning longitudinal edge portions of adjacent rolls in alignment with each other and with lower layers of non-woven geo-textile fabric engaging the land area, said step of positioning longitudinal edge portions of adjacent rolls in alignment with each other includes positioning a longitudinal edge portion of the open mesh core of a first roll of composite drainage material in an overlapping relationship with a longitudinal edge portion of the open mesh core of a second roll of composite drainage material,

securing the longitudinal edge portions of adjacent rolls of composite drainage material to each other, said step of securing the longitudinal edge portions of adjacent rolls of composite drainage material includes heat fusing an upper layer of non-woven geo-textile fabric of one of the first and second rolls of composite drainage material to an upper layer of non-woven geo-textile fabric of another of the first and second rolls of composite drainage material while the open mesh core of the first roll of composite drainage material is in an overlapping relationship with the open mesh core of the second roll of composite drainage material to create a gapless and continuous surface of the composite drainage material with at least the majority of the land area lying underneath the composite drainage material, the lower layer of non-woven geo-textile fabric of each of the rolls contacting the land area, the upper layer of the non-woven geo-textile fabric of each of the rolls facing away from the land area and providing a gapless and continuous surface on which automotive vehicles are parked; and

folding an edge portion of a first lower layer of non-woven geo-textile fabric back underneath itself so that the folded back edge portion of the first lower layer of non-woven geo-textile fabric is disposed between a portion of the first lower layer of non-woven geo-textile fabric and the land area;

the composite drainage material conducting water through the upper layer of non-woven geo-textile fabric, through the core between the upper and lower layers, and through the lower layer of non-woven geo-textile fabric to the land area covered by the composite drainage material to drain water from the gapless and continuous surface on which automotive vehicles are parked.

2. A method as set forth in claim 1 wherein said step of positioning the open mesh core of the first roll of composite drainage material in an overlapping relationship with the open mesh core of the second roll of composite drainage material includes positioning the open mesh cores in engagement with each other and looping a tie member through the open mesh cores without looping the tie member through an upper layer of non-woven geo-textile fabric and without looping the tie member through a lower layer of a non-woven geo-textile fabric.

3. A method as set forth in claim 1 wherein said step of positioning the open mesh core of the first roll of composite drainage material in an overlapping relationship with the second roll of composite drainage material includes positioning the open mesh cores in engagement with each other and includes heating a polymeric material to enable the polymeric material to flow over portions of the open mesh cores of the first and second rolls and to harden over the portions of the open mesh cores of the first and second rolls.

4. A method as set forth in claim 1 wherein said step of securing longitudinal edge portions of adjacent rolls includes connecting the open mesh core of the first roll to the open mesh core of the second roll before performing said step of fusing an upper layer of non-woven geo-textile fabric of one of the first and second rolls of composite drainage material to an upper layer of non-woven geo-textile fabric of another of the first and second rolls.

5. A method as set forth in claim 1 wherein said step of securing the longitudinal edge portions of adjacent rolls to each other includes sewing the upper layer of non-woven geo-textile fabric of the one of the first and second rolls of composite drainage material to the upper layer of non-woven geo-textile fabric of the other of the first and second rolls of composite drainage material at a location which is spaced from the peripheral edge portion of the upper layer of non-woven geo-textile fabric of the one of the first and second rolls of composite drainage material.

6. A method as set forth in claim 1 wherein said step of securing the longitudinal edge portions of adjacent rolls of composite drainage material includes forming a butt joint between the upper layer of non-woven geo-textile fabric of the one of the first and second rolls of composite drainage material and the upper layer of a non-woven geo-textile fabric of the other of the first and second rolls of composite drainage material by positioning edges of the upper layers of non-woven geo-textile fabric in abutting engagement, said step of heat fusing upper layers of non-woven geo-textile fabric includes heat fusing the upper layers of non-woven geo-textile fabric at the butt joint.

7. A method as set forth in claim 1 wherein said step of positioning the longitudinal edge portion of the open mesh core of the first roll of composite drainage material in an overlapping relationship with a longitudinal edge portion of the open mesh core of the second roll of composite drainage material includes positioning longitudinal edge portions of the open mesh cores in overlapping engagement.

8. A method as set forth in claim 1 further including the steps of anchoring a portion of the rolls of composite drainage material to the land area by burying the portions of the rolls of composite drainage material under ground.

9. A method as set forth in claim 1 further including the steps of digging trenches in the land area, placing portions of the composite drainage material into the trenches so that the composite drainage material forms a lining inside the trenches, and filling the trenches lined by the composite drainage to thereby anchor the composite drainage material to the land area.