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DATE/TIME TYPE UGB: SITE: 10. 11, 12. 13. MANUFACTURED DWELLING PERMIT 09/21/98 16:42 PERMIT NO 98-07262 New Manufactured Dwelling STATUS ISSUED ISSUED 09/21/1998 TO EXPIRE 02/20/1999 PAGE 3 portion of handrails shall be not more than 2 5/8 inches in cross-sectional dimension, or the shape shall provide an equivalent gripping surface, Handrails shall be mounted between a minimum of 30 inches and a maximum of 38 inches. They shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals, (R-214,1) A minimum 2' x 3' landing shall be required on each side of an egress door. The floor or landing shall not be more than one and one-half inches lower than the top of the threshold, (R-212) Exception: The landing on the exterior side of an exterior doorway shall not be more than 8 and 1/4 inches below the top of the threshold. Porches. balconies or raised floor surfaces located more than 30 in, above the floor or grade shall have guardrail not less than 26 inches in height. Required guardrail shall have intermediate rails or ornamental closures which will not allow passage of an object 6 in, or more in diameter, Horizontal spacing between the vertical members in required guardrails shall be a maximum of 4 inches at the nearest ~oint between the members. (R-214.2) LOPE STABILITY ANALYSIS. Marion County has required a slop e stability analysis as the building site does not comply wi th the building clearance requirements for ascending slopes, (401,6.1) The slope stabiltiy analysis was done by Braun Intertec Corporation, Provide the following per the analysi s: 1) The dense vegetative cover present on your property should be maintained, 2) All surface drainage should be pos itively maintained in order to remove storm water runoff fro m the site. This is especially important at the toe of the slope. (See item #12 below on how to comply with this requir ement,) 3) Small retainment structure was suggested but not required, (See Analysis for additional information on this.) FRENCH DRAIN. Provide a french drain at the toe of the slop e to collect the strom water runoff and deivert it away from the toe of the slope. The discharge area from the drain sha ll not discharge onto the septic drainfield, HAVE A COPY OF THE SLOPE STABILITY ANALYSIS AVAILABLE AT THE JOB SITE FOR THE INSPECTOR IN CASE IT IS NEEDED FOR REFERENC E TO THE RETAINING STRUCTURE OR OTHER INFORMATION.