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J <br /> ORGENSON RESIDENCE <br /> LONG LAKE, MINNESOTA <br /> GENERAL NOTES: GENERAL NC�TES: <br /> UPSIGN PROVItiIUNS, QUALI IY ASSI!RANCH PROVI90N5_ <br /> I. IIiE FOLU)WW(3 EFFGCIIVE SIRFNCI�I PAW'.AIEILRS WERE ASSI'�7E1� M L U/AI.1.CONSiRI'CIION SIIALL BE SUPERVISI>U RY A QUALIPI[D ENCMGE:R <br /> �Il{E PREPAM�ION OF TpF SIHI1CTl1RAL CALCUTAllONS POR CHE OR IECIINICIAN TY�V[RIIY Flfl_D AND SfIL SOIL CONDIIIONS. IF TIfIS <br /> FlELDSIONPRETAININ(3W'ALL.S'YSIFM WORK IS NOl PERPORrILI� BY 111E SIIF G[C1l�ECHNICAt ENGINE�R. A <br /> � QUALIFII4U GEOTECIMICAL C,NGMEER/iECHMCIAN SHALL RG CONSULIIH) <br /> IN IIIOSH AfAl-TERS PLRT�AINING TO IIIG SOII CUNDIIlONS AND WALL <br /> � C 'y SOILTYPE PERFOR.UANC[. <br /> RET4MED SOIL S0� 0 FSP 120 PCF 1'l l RUN SAND 2. THE FOl'NUATION SOILS A"I�I I IP RASE OF TI IP WALI_SHAI_L BE INSPHCiHD <br /> BY T11E GFO�I ECHNICAL ENGMGER_�NY L'Ntil�PIA6LE SOIIS OR IMPROP5R1_Y <br /> FOUNDAiION SO1L 26� 0 PSP 120 PCF S.4NDY LEAN CIAY <br /> C0�1PACItU ENBANIGiENI MAIERIAL SFIALL 6E RE�IOVED ANU REPfACGD <br /> AS DIRLC�IFD PY lHE EN(;WFF-R PR!()R 7() WAIL ('()NS7R1'('lll)N �Il� <br /> 5()II_IYPFS ANC>CIESIGN PROPER�IFS SIIAI.I-R�(;()NFIR�IEI�BY TII[SI�I�E PROVIDFAI�[LjUAItiBFARINC�('APAG"Il'ANDMINI\11ZESETI7ENEN�I�. <br /> (1 FU�EC HMCAI_FNG W EFR PRIOR I-O W ALL CONSIRUC 1 ION_ S H E ET IN D EX <br /> l_ ALL WALL FXCAVATION AND R[IAINFD SOIIS SII�Ll-RF WSPEC7ED I'(�R <br /> IIIE WALL IS DFSIGNFU 7-O SUPP00.1� IHE POII.OWMG r1AXlT7l'r1 CROONDWAI�ER CONDPIlONS. ANY .4DD1�lION.4L UIWINA(7E PROVISIVNS <br /> Sl'RCIIARGELOADINGS, SHFFT DESCRIP�ION REQL'IRED W IIIE FlELD S11Ail- BG 1NCORPORAILD W70 i11F WAII. <br /> CONSi RL'CTIC)N A}DIRECI�[)RY l}�L:(;[<)iECi INICAL ENGINEER. <br /> I�NI[�TYPF: F[ELC)SlC)NF,F(7l'II>FRS �. TITLC tifiF.ET <br /> REINFORCEMFNi: GR4VIiY Z. SITE PIAN 4. WALL RAC'.KFILL �IAlER1AL SHALL BF TF_STFD .AND APPROVED BY 1IIG <br /> DFSIGNr1E[HOD: COl'LOA16 ENGINEER, ,�fEEI1NG iHE MINIMV�I REQUIRE�1ENTS OF iF1E APPROVFU <br /> LIVFLUAD: N()NE 7. WALLSECTIt)NA-A DE$IGNP1ANSlJRSPECIFICA�II()NS. <br /> DFAD LOAD_ NONE <br /> BACKSLOPE 25H:1V,�1AX 5. ALL SOIL RACKFILL SIIALL RF TF_SITD PY THE GEOTFCHNICAL ENGINI3GR <br /> TOGSLOPE: NONE FOR b10ISlURE, DENSIIY, AND ('OA1PACTION PFRIODI('ALLY (EVFRY 2' <br /> SEISr1IC: N/A VER7ICALLY,I00'-200'C/C)MEEIING I71E h11NIMUAA REQI�IRFMENTS OF I�HE <br /> I IYDROSTAllC: N/A APPAOVED DESIGN PIANS OR SPECII9CA IlUNS. <br /> 3. TI[E FUI�NDATION SOILS AC THF WALL LU('.AilUNS SHAIC BG CAPA6LE OF F. TIIE CONTRAC�OR Sf1ALL HS'iABI_Itill:WD\fAMT.4M��L'ALITY CON[ROI <br /> SAFEI_Y SUPPORTWG 5.000 PSF WITHUI'1� FAILI'RE UR EXCESSNE FUR THE CUNSTRVCIION OF TH[WAII_'IU.ASSI'RH COAIPLIANCE WIIH <br /> SE I ILE..�t[NT.LIICAL BFARINC CAPACI�IY SIIALL BE CCJNF[RnfED 6Y�I71E SCIE CON t RACT REQI'IREM[N"IS AND MAIN IAIN RECORDS U� 1"[S L1l'ALI-[Y <br /> GBO"I�FCHNICAL ENGINF.FH AFIGR FOI�NDAIION CXCAVAIION AND PRLOR CUN"fROL <br /> TOW:AII CONSlRUCI7UN_ <br /> i. AI.L WALL ELEV.4T70Nti,GRADES..4ND RACK SLOPF CONUIIIONS SIL4LL HG <br /> VFRIFIED BY TfiE QJti1NEEI1 W �IIIf FlFI_D F<)R C(JNFURTI.4NCE WIIii <br /> APPROV6U DESIGN PIANS.ANY REVISIONS 1O TI f E 5 fRl'C I L'R[GEOA1CiRY <br /> C7R f1ESICN CRITlRIA SIIAI.I-RE(��'IRt-1�1-SI(;N\IC�DIfIC:AIIt�NS CRIC�R ll) <br /> PROCP.WING WITH C.pNtiI RUC IION. <br /> �JPYRIGH11�12(1lI�E013BY lVILUE51c,IvPRCJFESilUNA15 <br /> .�.. . ow.. � � 1 h.rel,y�.iirr il�.e eLk pl�n.s��er�fie: ap.,r .A I.� <br /> CIVI�.DESIGN J� SRS IORCENSUN RHSID6NCE o `ZN90j �, u��d<<���y,G.� =��m s , �,d�6a�[.�,a dc�l�`i�..��=�d <br /> m�. n..,.,�� w <br /> ,��,� « ,�o��. � � <br /> Z Li LONGLAK@,MMNESOTA � P«��-�� �+�F�re «.��. n6�1..dd�.5�. oi�c�� <br /> P R O F E S S I O N A L S �� ���� n�� "��� <br /> n�, �o� s _ oc�in.zoia TIT�LESHEET �•""�1 _ WM/I� <br /> �..,,�......o�.to._m.A..,....,,.�,W �� <br />