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2004-07-13_REVISION - M1994113
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2004-07-13_REVISION - M1994113
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Entry Properties
Last modified
6/16/2021 6:21:20 PM
Creation date
11/21/2007 6:00:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1994113
IBM Index Class Name
Revision
Doc Date
7/13/2004
Doc Name
Adequacy Response
From
Parkerson Construction Inc.
To
DMG
Type & Sequence
TR4
Media Type
D
Archive
No
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~~ <br />ASSOCIATES,~C. <br />ENGINEERING • PLANNING • SURVEYING <br />P.O. Box 1385 <br />125 West Pacific, Suite B-1 <br />- ;: <br />Mr. Mike Rozycki <br />Planning Director <br />San Miguel County <br />P.O. Box 548 <br />Telluride, CO 81435 <br />;~ <br />RECEIVED OCT D 3 1001 <br /> October 2, 2002 <br />Telluride, Colorado <br />81435 Re: Pathfinder Gravel Pit (Foley #91043) <br />970-728-6153 Dear Mr. Rozycki, <br />Fax970-728-6050 On October 1, 2002 I made a site inspection of the <br /> access to Pathfinder Gravel Pit. This inspection was <br /> done to see if part of the access to the drive was <br /> within the parameters as set forth in Sectiori 5-502DD <br /> Driveways, San Miguel County Land Use Code as Amended <br /> through September 5, 2001 (driveway standards). A <br /> hand held clinometer was utilized to approximate the <br /> grades of the current gravel access road. It is my <br /> experience that the hand held clinometer is good to <br /> plus or minus 1~ on slopes less than 40$. I also <br /> used a hand tape to check the width of the existing <br /> entrance. The attached exhibit depicts the <br /> approximate location of the existing roadways within <br /> the Pathfinder property. The shaded area (study <br /> area) is the location that I inspected on October l5C <br /> and the area that was compared to the driveway <br /> standards. <br />No slope was observed to be greater than 3~ in the <br />study area. A measurement of 9~ was .taken on what <br />appeared to be the greatest slope on the roadway <br />labeled "access to highway" on the attached exhibit. <br />The width of the gravel surface of the study area was <br />24 feet. This width seemed to be utilized as a 20 <br />foot drive surface with a 2 foot shoulder on either <br />side. No exact horizontal curve data was obtained <br />but I did observe a tractor trailer semi-truck drive <br />the roadway and it did not have any trouble <br />negotiating the horizontal curves. Also, no <br />noticeable damage was done due to vertical movement <br />of the roadway when the truck drove over the study <br />area. <br />%~\Jobs\JOBS1991\91043e\doc\MikeR10-02-02.doc <br />
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