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� <br /> GENERAL NOTES: GEIdERAL NOTES: <br /> DESIGN PROVISIONS: <br /> SUGGESTED QUAL.ITY ASSURANCE PROVISIONS: <br /> 1. THE FOLLOWING EFFECTNE STRENGTH PARAMEfERS WERE ASSUMED <br /> IN THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL SFtALL BE <br /> 80ULDER RETAtNING WALL SYSTEM: INSPECTED BY THE GEOTECHNICAL ENGINEER. ANY UNSURABLE <br /> SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL SHALL <br /> BE REMOVED AND REPLACED AS DIRECTED 8'Y THE ENGINEER <br /> � C 'Y SOIL TYPE CAPACCTY AND M N�MIZE SETT'LEMENT ROViDE ADEQUATE BEARING <br /> REfAINED SOIL 26' 0 PSF 120 PCF CLAYEY SAND <br /> 3. ALL WALL IXCAVATION AND RETAINED SOILS SHALL BE INSPECTED <br /> FOUNDATION SOIL 25 0 PSF 120 PCF CLAYEY SAND FOR GROUNDWATER CONDfTIONS. ANY ADDITIONAL DRAINAGE <br /> PROVISIONS REQUIRED IN THE FlELD SHALL BE INCORPORATED INTO <br /> THE WALL CONSTRUCTION AS DIRECTED 8Y THE GEOTECHNICAL <br /> SOIL lYPES AND DESIGN PROPERTIES SHALL BE CONFlRMED BY ENGINEER. <br /> THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. S H EET I N D EX <br /> 4. WALL BACKFlLL MATERIAL SHALL BE TESfED AND APPROVED BY THE <br /> 2. THE WALL IS DESIGNED TO SUPPORT THE FOLLOWING MAXIMUM SHEET DESCRIPTION ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE <br /> SURCHARGE LOADIN�S: APPROVED DESIGN PIANS OR SPECIFlCATIONS. <br /> LIVE LOAD: 150 PSF 1 TITLE SHEET 5. ALL SOIL BACKFlLL SHALL BE TESTED BY THE GEOTECHNICAL <br /> DEAD LOAD: NONE 2 SITE PLAN ENGINEER FOR MOISTUR" DENSITY, AND COMPACTION PERIODICALLY <br /> BACK SLOPE: NONE 3 TYPICAL WALL SECTION (EVERY 2' VERTICALLY. 100'-200' C/C) MEETING THE MINIMUM <br /> SEISMIC: NOT APPLICABLE REQUIREMENTS OF THE APPROVED DESIGN PIANS OR <br /> HYDROSTATIC: NOT APPUCAB�E SPECIFlCATIONS. <br /> 3. THE FOUNDATlON SOILS AT THE WALL LOCATIONS SHALL BE 6. THE CONTRACTOR SHALL ESTABLJSH AND MAINTAIN QUALITY <br /> CAPABLE OF SAFELY SUPPORTING 1,550 PSF WITHOUT FAILURE OR CONTROL FOR THE CONSTRUCTION OF THE WALL TO ASSURE <br /> EXCESSIVE SETTL.EMENT. LOCAL BFARING CAPACIIY SHALL BE COMPLUWCE WITH CONTRACT REQUIREMENTS AND MAINTAIN <br /> CONFlRMED BY THE SITE GEOTECHNICAL ENGINEER AFfER RECORDS OF RS QUALITY CONTROL <br /> FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION. <br /> 7. ALL WALL EI.EVATIONS, GRADES, AND BACK SLOPE CONDI110NS <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: SHALL BE VERIFlED BY THE ENGINEER IN THE FlELD FOR <br /> CONFORMANCE WITH APPROVED DESIGN PLANS. ANY REVISIONS TO <br /> 1. WALL CONSTRUCTION SHALL BE SUPERVISED 8Y A QUALIFlED THE STRUCTURE GEOMEIRY OR DESIGN CRITERIA SHALL REQUIRE <br /> ENGINEER OR TECNNICIAN TO VERIFY FlELD AND SITE SOIL DESIGN MODIFlCATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br /> CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE SITE <br /> GEOTECHNICAL ENGINEER, A QUALIFlED GEOTECHNICAL <br /> ENG�NEER/TECHNICIAN SHALL BE CONSULTED IN THOSE MATTERS <br /> PERTAINING TO THE SOIL CONDITIONS AND WALL PERFORMANCE. <br /> ,_�;�� ;, � �.� �� <br /> CITY OF ORONO <br /> conrwcrtr (c> zo„ er crn�o�cN �o�sswwa.s <br /> � �_ � �9^� BY• �1� R°�°� NO' I heroby certify that thia plan, apectflcaUon, or report <br /> �+�_L;_ No. Dats Revision TpH 48216 was pro arod by me or under diroet superviaion and <br /> � J' �IVIL ESIGN � 3315 GRAHAM HII.L ROAD thut I �y ' e P e onoi Eng�neer under <br /> F ,1 j �,; ORONO, MINNESOTA �olect No: �a , a �,eo <br /> �, 2 <br /> t� �� �i�; � RC) �' l1S SI � '`,ti � 1_ S 3 N/A II-IIO <br /> . ` 8609 LYNDAI.E AVENUE SOVIH,SU1TE 200 r�' / / <br /> BLOOMINGfON,MQ�INESOTA 55420 4 ��' T I T L E S H E E T �� �� Da�a' ��� 1' <br /> PHONE:(612)2P4M96 5 22 JULY 2011 I Cll J. DEfiCF10� P.E. <br /> WEBSTTE�VJ��W.CDP-liS.COM 6 <br />