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. McGlynn Residence, Orono, Minnesota <br /> July 13, 2012 <br /> � Page 2 of 2 <br /> Direct concentrated surface drainage away from the walls. The wall design was performed using the <br /> design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls" <br /> (DMSRW) published by NCMA in 2009. If soil conditions, proposed wa111ayouts, or other design <br /> parameters vary from that assumed, a revised analysis may be needed. Please call me if you have any <br /> questions or need mare information. Thank you. <br /> Sincerely, <br /> � <br /> i�,�.��i� '�-/� <br /> �S�'�.��"`!��1! ' <br /> )_ _� <br /> Paul Schimnowski, PE <br /> DESIGN PARAMETF,RS AND PROVISIONS <br /> 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS. <br /> 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION <br /> SEQUENCE AND INSTALLATION NOTES. <br /> 3.NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN <br /> PERMISSION OF KBH CONSULTING,INC. <br /> 4.OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS <br /> STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY KBH <br /> CONSULTING,INC. IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS <br /> SHOWN ON THESE DOCUMENTS. <br /> 5. REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP <br /> AND BOTTOM OF WALL(S).REFER TO WALL CALCULATIONS FOR BEARING CAPACITY <br /> REQUIREMENTS. <br /> 6.FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY <br /> RETAINING WALLS. <br /> 7. KBH CONSULTING,INC. ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE <br /> CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF <br /> SUBSURFACE GROUNDWATER CONDITIONS. <br /> 8.THE OWNER OR OWNER'S REPRESENTATNE IS RESPONSIBLE FOR CONTACTING THE WALL <br /> DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT. <br /> 9.THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD <br /> EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" (DMSRW).PUBLISHED <br /> BY NCMA IN 2009. <br /> 10.THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION NOTED ON THE <br /> KEY PLAN. <br /> 11.THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL <br /> DESIGN OF THE PROPOSED WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED <br /> TO HANDRAILS,GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE <br /> DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. <br /> 12. RESPONSIBII.ITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CNIL OR <br /> GEOTECHNICAL ENGINEER. <br /> CRITERIUM-SCHIMNOWSKI ENGINEERS '-�`v�/� ���C` �`� <br /> TEL 651 779-7700 <br /> 1��1��c�� �Jlkl�/ 12c� <br />