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1 k r � <br /> I <br /> GENERAL NOTES: GENERAL NOTE�: <br /> DESIGN PROVlS10NS: SUGGESTED QUALI'(Y ASSURANCE PROI/ISIONS: <br /> 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) <br /> ASSUMEO IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. <br /> CALCULATIONS F�R THE BOULDER RETAINING WAL�: ANY UNSUITABLE SOILS OR IMPROPERIY COMPACTEO <br /> EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> � C Y SOIL TYPE AS DIRECTED BY THE ENGIN£ER PRIOR TO WAIL <br /> RETAINED SOlL 26' 200 120 PCF SANDY LE4N CLAY CONSTRUCTION TO PROVIDE ADEQUATE 6EARING CAPACiTY <br /> FOUNOATlON SQIL 25 200 t 20 PCF SANQY LEAN CLAY ANQ MINIMIZE SEiTLEMENT. <br /> SOIL lYPES AND D£SIGN PROPERTIES SHALL BE CONFtRMED 3. ALL WALL EXCAVATION AND RETAtNEO SOILS SHALL BE <br /> BY THE SITE GEOTECNNICA� ENGINEER PRIOR TO WALL INSPECTEO FOR GROUNOWATER CONQITIONS. ANY <br /> CONSTRUCTIQN. ADOITIONAL DRAINAGE PROVIStON5 REQUIRED IN THE FlELD <br /> SW4t_L 8E INCORPORATED INTa THE WALL CONSTRUCTION AS <br /> 2. THE WALL. IS DESIGi�ED TO SUPPORT THE FOLIOWING DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> MAXIMUM SURCHARGE LOADINGS: <br /> UVE �OAQ: 150 PSF LNE LOAD (DftlVEWAY} S H EET I N D EX �' 1'ESTED AND AP ROYED CBY THE NGINEER. EETING THEE <br /> BACK SLOP£: NONE MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS <br /> SEISMIC: NOT APPUCABLE PAGE OESCRIPTION OR SPECIFlCATIONS. <br /> 3. THE WALL FOUPIDATION SOILS AT THE WALL LOCATION t TITIE SHEE? 5. ALL SOIL BACKFiLL SHALL BE TESTED BY THE ENGINEER <br /> SHAU. BE CAPABLE OF SAFELY SUPPORTING i.80d PSF 2 SITE PLAN FOR MOISTURE, �ENSITY, AND COMPACTION PERIOQICALLY <br /> WITHOUT FAILURE OR EXCESSNE SETTLEMENT. IOCA� 3 TYPiCAL WALL SECTION DEfAtLS (EVERY 2� YERT�CALLY, 100'-20Q' C/C) MEETiNG THE <br /> BEARING CAPACITY SHALL BE CONFIRMED BY TFiE SITE M!N(MUM REQUIREMENTS OF THE APPROVEO OESf6N PLANS <br /> GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATtON <br /> OR SPECIFlCATtONS. <br /> AND PRIOR TO 1#AlL CONSTRUCTiON. <br /> 6. A�L WALL ELEVATlONS. GRAD£S, AND SACKSLOPE <br /> SUGGESTED QUALiN ASSURANCE PROVISI4NS: CONDITIONS SHAEI BE VERIFlED BY THE ENGINEER IN THE <br /> FlELD FOR CONFORMANCE WITH APPROVED DESIGN PLANS. <br /> 1. WALL CONSTRUCTION SHAL.L BE SUPERVISED BY A QUALIFIED ANY R�/ISIONS TO THE STRUCTURE GEOMEfRY OR DESIGN <br /> ENGINEER OR TECHNICIAN TO VERIFY FlELD AND SITE SOIL CRITERtA SHALL REQUIRE DESIGN MODIFlCATIONS RRIOR TO <br /> CONQITIONS. IF THIS WORK tS NOT PERFORME� BY ThfE PROCEEDING WITH CONSIRUCTION. <br /> SITE GEOTECHNiCAL ENGINEER, A QUAUFlED GEOTECHNICAL <br /> ENGINEER/TECHNICIAN SHALL BE CONSUITED lN THOSE <br /> MAITERS PERTAINING TO THE SOIL CONOITIONS AND WALL RECEIVED <br /> PERFORMANCE. <br /> APR 2 9 2 O 11 <br /> CITY OF ORONO <br /> corvRicHr (�) zoos er cnm.sow„a�s «�. u.c. <br /> pp�� gy; proj�; Reqatrotion No: � ��� ���� �at plon speci�cetion, or report wao <br /> CIVIL SOLUTIONS GR4UP, LLC No. a°�° R°'""°" PEF STEIMERIKOPPELMAN RESIDENCE 25493 ropored b .m or r my direct,supervision cnd that <br /> 8200 HUMBOLDT AVENUE SOUTH, SUITE IQO �� ORQNO, MN Pro�ect wo: Pf tmhe S�ot�e�C s� easionot Engineer under the taws <br /> B�OOMINGTON, MN 55431 ry�q 09-629 <br /> PNONE: (952) 294-4755 rtb: <br /> FAX: (952) 294-45�5 �a TITLE SHEET °r°"`"� "°' ������ <br /> 19 NOV 09 �°� <br /> MIKE@CSGMN.COM I h�ehcel R. Johnaan, . <br />