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� � � a�o ��o �- � <br /> C�PY <br /> � <br /> (UENERAL NOTES: CJENERAL NOTES: <br /> DrSIGN PROVISIONS: <br /> SLIGGESTED QUALITY ASSURANCG PRQVISIONS: <br /> I. THE FOLLOWINC; EFFE(:TIVE 5TRENGTH PAIL4METERti WERF. ASSL�MED IN 1. WALL CONSTRUCI'I(�N SHALL BE SUPERVISED BY A C2i�ALIFIED ENGiNEF,R <br /> THE PREPARATTON UF THF STRUCIIJRAL CALCULr1T10NS FQR THE OR TECHNfC1AN TO VER(FY FIELU AND SITE SOII, f:ONDiT[ON.S. IF T�ilS <br /> BCJI?1.DER RETAINiNG WAI-L SYSTEM: <br /> WORK IS NOT PL'RFORMED BY TFiE SITE GGOTECHNICAL ENGINEtiR, A <br /> QUAI.,IFIED GEOTECFfNiC;,4L ENGINli�:R/Tf t.;}fN1Cir1N S}fALL BE CONSl.i1.T@D <br /> [N THC)SE MATTT�Rti PCR7:•�1NING TO T1iE tiC)IL C:ONDITIONti AND VVALI. <br /> � C y S01L TYPE PF,RFC�R�tAN(:E. <br /> AETAINEU SOIi. i0° 0!'SF iZ�PCF SAN[) <br /> SHEET INDEX Z. TiiE Ft�UNDATION SQ[I.S AT"T'H� BAtiE OP THG VG'AI_I.S S}iALI_ Bf'_ iNSPECTEC) <br /> FOLINDATl(�N SOIL ZG° 0 PSF i?0 FCF ONSITE L.EAN(;LAY BY TNE GEt7TECHNIC;AL ENGINEER.ANY llNSIJf('Ak3LE SUtLS C�R lMPROPERLY <br /> COMPAC�`TEI7 EMBANKMENT MATERIAL S}lALL BE REUOVED ANU REPIACED <br /> SHEET DESCRIPTION AS DIRECTED BY TFiF, ENG[NEER PRIOR TC) WALL CONSTRIJ(."T10N TO <br /> SUIL TYPES AND DE51GN ['ROPERTIL:S SHALL BE CONF1R�tED BY THE 5[T'E PROVIDE ADEQUATE BEARING CAPACITYAND MMI�i1ZE SETT1.lMGNT. <br /> GEOTECHNtCAL ENGINEER PRIOR TO WALL CONSTRUL'TION. 1. T'ITL.E SHEET <br /> 2. SITF.PLAN 3. ALI_ WALL EXCAVATION AND RE'TAINED S�ILS S}iALL [3E 1NSPE('TED FOR <br /> '_. THE WALLS ARE DESIGNEL� TO S(_!PPORT T}IE Fc?I.LUWiNG �4AX1M1��1 3. W.qI.L 1,Z,3 Ar�D 4 ELEVA'TIONS GROUNDWATER CONi)1T[ONS. ANY AL)DITIONAI. DRAINAGE PROViS10NS <br /> SURC:HARG�LQADWCS: RFQIJlRF.D IN THE f�1[LD SHALL BE IN�;ORPORATED lNTO Tfif: SY�AI.I. <br /> 4. WALL 5 AND h;.LEVAT(UNS CONS7RliC:'T'ION AS[)IRECTED BY THE GEOTECHNICAL ENGIN�ER. <br /> i_IVE LOAD: 50['SA 5. WALL 7 AND&!=L�VATI�NS <br /> DEAD LOAD: NUNE 7. TYPICAL WALI.SECT'tON AND 4. WALL BACKFII,I, MATERIAI_ SHALL BE TES'7FD AIJD APPROVED BY THE <br /> BACKSL.O['E: SH:iV SPECIFICATII);�i5 ENGIN�ER, MEETING THL \�iIN[ML'M REQt_11REMENTS OF TFi� API'ROVED <br /> SE►SM1C: N(7TAPPL(CARI.L DESIGNPLAN5QRSPECIFICATIONS. <br /> f iYDROSTATiC: NOT APPLICABLE <br /> S. ALL SC�IL BACKFILL SHALL BG TES"I�ED BY THE GEOTECHNlC,AL ENGiNEER <br /> 3. TFIE FOUNDATTON SC71LS AT THE WALL LCX;ATIONS StlAtl. BG CAPABLE OF FOR MOTSTURE, DENSl7'Y. ANU CC)MPAC;TfUN PERIODICALC.Y (tiVERY 2' <br /> SAFEt.Y SUpE'�7RTING THE MAXIMUM APPI.IEU BEARING PRESSURE AS S}IOWN VERTICALLY, !00'•20Q'C/C)MEETING THF.MiNIMUM REt�I�►REMENTS OF T}�E <br /> i)F l,800 ['SF, WITHC�UT FAILIJRE C7R FXCESSIV}: SETT'LEMENT. LOCAL APPROVFD DESIGN PIANS OkiSPECIFICATIONS. <br /> I�EARING I:.APAC:ITY SHALL BE CONF[R41ED BY THE S1TE GEOTECHNICAL <br /> !?NG[NEER AFTER F(�UNDATION EXCAVATION AND PRIOR Tn WALL 6. TFI� CONTRACTOR SHALL [STABLISH .AND MAINTAIN �?ItAL(TY CONTROL <br /> i;l)NS"iRIJC'TION. FOR TF1E C;ONSTRU(YCIC�N OF THE W.ALL TO ASSURE C(�tiit'L.IANC@ WITF! <br /> CONTRAC,'T RL•QUIRI:MHNTS Ai�(U MAINTAW RECORDS OF 1?S QUALITY <br /> CC�NTROI.. <br /> 7. ALL WALL ELEVATIONS, CRADES, ANU BACK SI.OPE CUNDiTfONS SHAI.L BF <br /> VERiFIED BY TNI� ENGINEEK IN TFIF FIELD FOR CONFORMANCE WITIi <br /> APPRUVED DESIGN I'LANS. ANY REV(S10NS"f'O THE S"fRt!C711R[�: GE(JMETRY <br /> OR DFStGN CRITERIA SHALL RfiQUIRE DtiS1GN �I(>DII�ICATIC7NS PR10R TO <br /> PROI.EEDING W1Tti CONSTRUC;T1t�N. <br /> COCYRIGIIT(c)�01�BY C:IVlL UF,SlGN PROr"ESSIONALS <br /> ;K� , T■ �r I)..�n�nl Yss: 7r.�k��i: <br /> (� a—/ LSIGN N��. �u� Rn�i,i.m �{+. Rrgi:m�un,Nn: <br /> � B� K[MMES RESIDENCE Z549i <br /> � ' s„�: ORONO,MINNESc�TA �yn�N,. <br /> +4dw LYNUAI{�AVF�M'E 5(h'l Ii..A"111-SO <br /> 3 N/A 12-1$7 <br /> ISL.tk1V IMl�fUN.t1N SN7A 4 ' �(���": <br /> r���,�r��>>w�.fi:i Fnx:nvii Mz.i��� 5 t,« TITLE 5H EET si,,.,.�N,,, (j.(�ll'l.i <br /> avrutirn,Rwa�rnra s roai v JUNE 04,2012 � N��I�,el R.)�,6�,�,�,,eE. �,•�� <br />