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� <br /> GENERAL NOTES: GENERAL NOTES: <br /> DESIGN PROVISIONS: <br /> SUGGESTED QUA�ITY ASSURANCE PROVISIONS: <br /> 1. THE FOLLOWING EFFECTNE STRENGTH PARAMETERS WERE ASSUMED <br /> IN THE PREPARATiON OF THE STRUCTURAL CA�CULATIONS FOR THE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) SHALL BE <br /> RETAINING WALL SYSTEM: INSPECTED BY THE GEOTECHNICAL ENGMEER. ANY UNSUITABLE <br /> SOILS OR IMPROPERLY COMPACTED EMSANKMENT MATERIAL SHALL <br /> � C 'Y SOIL TYPE BE REMOVED AND REPlACED AS DIRECTED BY THE ENGWEER <br /> PRIOR TO WALL CONSTRUCTION TO PROVIDE ADEQUATE BEARING <br /> REfAINED SOIL 26' 0 PSF 120 PCF SANDY LEAN CLAY CAPACITY AND MINIMIZE SETTLEMENT. <br /> FOUNDATION SOIL 26' 0 PSF 120 PCF SANDY LEAN CI.AY 3. ALL WALL EXCAYATION AND RETAINED SOILS SHALL BE lNSPECTED <br /> FOR GROUNDWATER CONDITIONS. ANY ADDITIONAL ORAINAGE <br /> SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED BY PROVISIONS REQUIRED IN THE FIELD SHALL BE iNCORPORATED INTO <br /> THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. THE WALL CONSTRUCTION AS DtRECTED BY THE GEOTECHNICAL <br /> 2. THE WALL(S) ARE DESIGN£D TO SUPPORT THE FOl10WING MAXIMUM ENGINEER. <br /> SURCHARGE LOADINGS: S H EET I N D EX 4. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE <br /> LNE LOAD: 50 PSF ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE <br /> DEAD LOAD: NONE SHEET DESCRlFTION APPROVED DESIGN PLANS OR SPECIFICATIONS_ <br /> BACK SLOPE: 5H:1 V MAX 5. ALL SOIL BACKFILL SHALL BE TESTED BY TNE GEOTECHNICAL <br /> SEISMIC: NOT APPUCABLE 1 TITLE SI-�EET ENGINEER FOR M015TURE, DENSITY, AND COMPACTION PERIODICALLY <br /> HYDROSTATIC: NOT APPLICABLE 2 SITE PLAN (EVERY 2' VERTICALLY, 100'-200' C/C) MEETING THE MINIMUM <br /> 3. THE WALL FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE 3 NPICAL WALL SECTION(S) REQUIREMENTS OF THE APPROVED DESIGN PLANS OR <br /> CAPABLE OF SAFELY SUPPORTING 2,000 PSF WITHOUT FAILURE OR SPECIFICATIONS. <br /> EXCESSIVE SETfLEMENT. LOCAL BEARING CAPACITY SHALL BE 6. THE CONTRACTOR SNALL ESTABLISH AND MAINTAIN QUALITY <br /> CONFIRME� BY THE SITE GEOTECHNICAL ENGINEER AFTER CONTROL FOR THE CONSTRUCTION OF THE WALI. TO ASSURE <br /> FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION. COMPLIANCE WITH CONTRACT REQUIREMENTS ANO MAINTAIN <br /> RECOROS OF ITS QUALf'iY CONTROL <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: 7. ALl WALL. ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS <br /> SHA�L BE VERIflED BY TNE ENGtNEER IN THE FIELD FOR <br /> 1. WALL CONSTRUCTION SFlAIL BE SUPERVISED BY A QUALIFIED CONFORMANCE WfTH APPROVED DESIGN PLANS. ANY REVISIONS TO <br /> ENGINEER OR TECHNICIAN TO VERIFY FIEID AND SITE SOIL THE STRUCTURE GEOMETRY OR DESIGN CR{TERIA SHALL REQUIRE <br /> CONDITIONS. IF THIS WORK IS NOT PERFORME� BY THE SITE DESIGN MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUC110N. <br /> GEOTECHNICAL ENGINEER, A QUALIFlED GEOTECHNICAL <br /> ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE MAITERS <br /> PERTAINING TO THE SOIL CONDITIONS AND WALL PERFORMANCE. <br /> COPYRIGHT (c) 2010 BY CINL SOLUIIONS GROUP. LLC. <br /> CIVIL SOLUTIONS GROUP LLC ���9�Msw P�oject: Registr�Si26No: <br /> No. Date Revision I hereby certify that this plan, specification, or report <br /> ' BRIGGS RESIDENCE was prepared by me or under my direct supervls�on and <br /> 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 � ORONO, MN tnat duly ' e Professional Enq�neer unde� <br /> p Scalc: Project No: the of t S of M nesota. <br /> BLOOMINGTON, MN 55431 <br /> PHONE: �952� 294-4755 3 N�A rUe: 10-597 <br /> FAX: (952� 294-4595 5 ��e: TITLE SHEET sneet r+o: <br /> � INFO�CSGMN.COM 14 OCT 10 ��e� �� { d <br /> 6 I C is J. Derichs, P.E. <br /> � <br />