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� -� ' <br /> O RO N C� IVI I N N ES4TA <br /> � <br /> GENERAL NOTES: GENERAL NOTES: <br /> DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS: <br /> 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) <br /> ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. <br /> CA�CULATIONS FOR THE BOULDER REfAINING WALLS: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED <br /> EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> � C Y SOIL TYPE AS DIRECTED BY THE ENGINEER PRIOR TO WALL <br /> RETAINED SOIL 35' 0 120 PCF SELECT GRANULAR CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY <br /> FOUNDATION SOIL 26' 200 120 PCF SANDY LEAN CLAY AND MINIMIZE SEfTLEMENT. <br /> SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMEO 3. ALL WALL EXCAVATION AND RETAINED SOILS SHA�L BE <br /> BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL INSPECTED FOR GROUNDWATER CONDITIONS. ANY <br /> CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD <br /> SHALI. BE INCORPORATED INTO THE WALL CONSTRUCTION AS <br /> 2. THE WALL IS DESIGNED TO SUPPORT THE FOLLOWING DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> MAXIMUM SURCHARGE LOA�iNGS: SHEE E INDEX 4. ALL STRUCTURALLY PLACED BACKFILL MATERIAL SHALL BE <br /> LIVE LOAD: 50 PSF TESTED AND APPROVED BY THE ENGINEER, MEETING THE <br /> DEAD LOAD: NONE PAGE DESCRIPTiON MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS <br /> BACK SLOPE: NONE <br /> SEISMIC: NOT APPLICABLE OR SPECIFICATIONS. <br /> HYDROSTATIC: NOT APPLICABLE 1 TITLE SHEET <br /> 2 SITE PLAN 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER <br /> 3. THE WALL FOUNDATION SOI�S AT THE WALL LOCATIONS 3 TYPICAL �"!ALL SECTION DETAILS FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY <br /> SHALL BE CAPAB�E OF SAFELY SUPPORTING 2,000 PSF (EVERY 2' VERTICALLY, 100'-200' C/C) MEETING THE <br /> WITHOUT FAILURE OR EXCESSIVE SETT�EMENT. LOCAL MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS <br /> BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE OR SPECIFICATIONS. <br /> GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION 6. ALL WALL ELEVATIONS, GRADES, AND BACKSL.OPE <br /> ANO PRIOR TO WALL CONSTRUCTION. <br /> CONDITIONS SHALL BE VERIFIED BY THE ENGINEER IN THE <br /> FIELD FOR CONFORMANCE WITH APPROVED DESIGN PLANS. <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: ANY REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN <br /> CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED PROCEEDING WITH CONSTRUCTION. <br /> ENGINEER OR TECHNICIAN TO VERIFY FIE�D AND SITE SOIL <br /> CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE <br /> SITE GEOTECHNICAL ENGINEER, A QUALIFIED GEOTECHNICAL <br /> ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE <br /> MATtERS PERTAINING TO THE SOIL CONDITIONS ANO WALL <br /> PERFORMANCE. <br /> COPYRICHT (c) 2009 BY CML SOLUTIONS CROUP, LLC. <br /> Designed By: Project: Registrotion No: � hereby certify that t s plan sPecification, or report wos <br /> CIVIL SOLUTIONS GROUP, LLC No. Date Re��sion B MRJ LINDBLOOM RESIDENCE 25493 repared by e or un er my direct supenision and that <br /> 8200 HUMBOLOT AVENUE SOUTH, SUITE 100 P am du� u nsed Pr fessionol Engineer under the �ows <br /> BLOOMINGTON, MN 55431 sco�e: ORONO, MN Project No: of the S�ate f 1�• e ota. <br /> PHONE: (952) 294-4755 N�A r���: 10-676 t <br /> FAX: (952) 294-4595 ��<<: TITLE SHEET Drawing No: "l�}w <br /> MIKE@CSGMN.COM 30 NOV 10 � o°t`: <br /> Michael R. Johnson, P.E. <br />