Laserfiche WebLink
1350 Rest Point Circle, Mound, Minnesota <br /> June 9, 2022 (Rev. June 16, 2022) <br /> Page I 6 <br /> • <br /> DESIGN PROVISIONS: <br /> 1. REFER TO WALL MANUFACTUER'S SPECIFICATIONS FOR SEGMENTAL RETAINING WALL UNITS AS THEY <br /> ARE INTEGRAL TO THESE PLANS. <br /> 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE <br /> AND INSTALLATION NOTES. <br /> 3. THE DESIGN OF THIS RETAINING WALL SYSTEM WAS BASED UPON THE EFFECTIVE STRENGTH <br /> PARAMETERS SHOWN ON THE"SOIL VALUES"TABLE. UNLESS OTHEWISE NOTED, NO FORMAL SOIL <br /> INFORMATION WAS PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE. IF SOIL CONDITIONS <br /> VARY AT TIME OF CONSTRUCTION,WALL ENGINEER MUST BE CONTACTED TO DETERMINE IF A REVISED <br /> DESIGN IS NEEDED. <br /> 4. THE WALL DESIGN WAS BASED ON THE INFORMATION NOTED IN THE LETTER ABOVE. <br /> 5. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF <br /> CRITERIUM-SCHIMNOWSKI ENGINEERS. <br /> 6. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT CONCENTRATED RUNOFF AWAY FROM ANY <br /> RETAINING WALL(S). UNLESS OTHERWISE NOTED,THE WALL(S) HAS NOT BEEN DESIGNED FOR <br /> HYDROSTATIC SURCHARGE LOADING. <br /> 7. THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF <br /> THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" PUBLISHED BY NCMA. <br /> DESIGN LIMITATIONS: <br /> 1. THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE <br /> PROPOSED RETAINING WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO <br /> HANDRAILS, GUARDRAILS, OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS <br /> AND ARE TO BE PROVIDED BY OTHERS. <br /> 1111 2. SITE LAYOUT AND GRADING DESIGN ARE NOT INCLUDED IN WALL DESIGN SERVICES.THOSE SERVICE <br /> ARE THE RESPONSIBILITY OF THE SITE CIVIL ENGINEER. <br /> 3. INTERNAL COMPOUND STABILITY(ICS) HAS BEEN CALCULATED FOR THIS PROJECT BY CRITERIUM. <br /> HOWEVER, ICS IS NOTA SUBSTITUTE FORA GLOBAL STABILITY ANALYSIS WHICH SHOULD BE <br /> PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER.ADDITIONAL SUBSURFACE EXPLORATION MAY <br /> BE REQUIRED. <br /> SUGGESTED QUALITY ASSURANCE REQUIREMENTS: <br /> 1. A QUALIFIED ENGINEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY SITE <br /> SOIL CONDITIONS. IF THE PROJECT GEOTECHNICAL ENGINEER DOES NOT PERFORM THIS WORK,A <br /> QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE HIRED TO ASSURE THE RETAINING WALL IS <br /> CONSTRUCTED WITH PROPER SOIL PARAMETERS. <br /> 2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO VERIFY THE SUITABILITY OF DESIGN <br /> ASSUMPTIONS MADE BY CRITERIUM. <br /> 3. WALL EXCAVATION AND SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS.THE <br /> GEOTECHNICAL ENGINEER SHALL DETERMINE ADDITIONAL DRAINAGE PROVISIONS TO BE <br /> INCORORATED INTO THE WALL DESIGN. <br /> 4. THE WALL DESIGN ENGINEER SHALL BE HIRED TO PERFORM A PRE-CONSTRUCTION SITE VISIT. <br /> 5. THE WALL DESIGN ENGINEER CAN BE HIRED FOR CONSTRUCTION OBSERVATION SERVICES. <br /> 6. THE WALL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING QUALITY CONTROL FOR THE <br /> CONSTRUCTION OF THE WALL IN ACCORDANCE WITH CONTRACT REQUIREMENTS. <br /> 7. SEE PROJECT CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK THAT WILL BE <br /> PROVIDED BY ALL PARTIES. <br /> Independently Owned and Operated <br /> 161 Dunbar Way/Mahtomedi, MN 55115 <br /> 0: 651.779.7700/criterium-schimnowski.com <br />