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. MIH� Ci f11� -•1piK . W -x-,10— YYtt3 4 oil t(`4A .38 l ` t SUBSURFACE EXPLORATION FOR FOUNDATION DESIGN • - FOR TME•DESIGN OF THE -STRUCTURE FOUNDATION,..TO OBTAIN RELATIVE DATA CONCERNING THE CHARACTER OF MATERIAL Ii7AND UPON" �i WHICH THE FOUNDATION MIGHT BE GUILT, BORINGS AMD/OR SOUNDINGS WERE MADE AT POINTS APPROXIMATELY AS MDICATEO ON ?NtS DRAWING - 3'3 WITH THE LOG OF SUCH, EXPLORATION DATA AS INTERPRETED. FOR SUCH' DESIGN PURPOSE AS SHOWN. THE EXPLORATIONS WERE MADE BY'OR--" _ OINARY AND C014VENTIONAL METHODS AND CARE DEEMED ADEQUATE FOR 1 gaRt1.1 SUCH PURPOSE_ . HOWEVER, SINCE IT IS A MATTER OF COMMON KNOW- f LEDGE NOW- LEDGE THAT THE EXACT CHARACTER OF ANY MATERIAL AND ITS REACTION - rtPIER BORIN'` IS DIFFICULT TO,DETERMINE FROM S. SUBSURFACE EXPLORATION AND THAT THE KIND AND CHARACTER OF MATERIAL AT THE SITE: WHERE THE FOUNDATIONS ARE BUILT MAY VARY SUBSTANTIALLY FROM THAT INDICATED - ORIIU ¢ 34 gp N BY THE LOG .THEY ARE MADE AVAILABLE TO THE BIDDERS SIMPLY FOR B 13 204 WHAT THEY ARE WORTN, WITHOUT ANY WARRANTY, EXPRESSEG.OR IAIPLIrt- RI1.91•7 S THAT THE MATERIAL TO BE ENCOUNTERED IN BUILDING THE FWftDATION :--` BORIk.I�a#% WILL CONFORM THEREWITH. IF THE LAG IS USED BY THE CONTRACT-: REF. LINE "W2" OR IN MAKING HIS BID, IT IS HEREBY EXPRESSLY fSTIPULATE6. THAT S�Rit1�# 3 RTHE COMMISSION ACCEPTS NO RESPONSIBtLITV FOR SAID OSE: EF. LINE "W I' - evl-�t�C�TON G�(E UNLESS OTHERWISE SPECIFIED THE BLOWS PER F60T AT TME. 26'wl 2tYW✓ 8-13-205 LOCATIONS INDICATED ARE BASED ON ORIYIN6 A >!' OO X 1.4'10 SP L4T SPOON SAMPLER WITH A 140 LB. HAMMER HAVING A. FREE FALL or _ 30 INCHES- THE BLOW COUNT IS TAKEN IN UNDISTURBED SOIL r� p - - 3�+97.84= PIER 1' L .�i . IMMEDIATELY BELOW A CASED OR OPEN HOLE ELIMINATING SIDE 22 W X03.35 <�Q�L�; lan Spf Iy FRICTION ON THE DRIVE PIPE. 3 Q tLI LL +,� - - - — - - - r - - - - --- r I 1 r r �7 J I l- - �' I it J '' ' �• � I i lh I j I ' A. * ' -- -- - - — - - t— --- Q: - --- EL�bR N FL.87�.Z �t (3crING� 8 d - Q �- V< LEGEND Oi- .BLIP/ML QPUFPFT/ON I {' �72-t �bRING" S gR pI N6 Tc MEp fAnt) 4 a�ZQVEL Ftt-t_) N EL 874. Z �j1 �Rlt�!� 4 ! 4 SR t.,1 EO To C- AR SAND d- �RAVF� fl c L _.� i j ItIE GRAVEL El��{{L LITS 51LC BOe/N6 No SILTS iCFSOIL - LG � Cc LMc -LP - N' { 3R StLTYSAtIC-LATTIE GRAVEL e M �airTw S%LT-TIZ 4; AXllEl . 1 a -_ - ,- - - {--. - - —__-- —. �aUO-UTt1.E S1EBTJ :_. .._ _�—_.— GROUND ELE(L . , FIRM akFiNE TCMED �-A�u- T1Z SAti� �-- �'• ;Z�r'tx:�sE 6Rivf LIT t F_ NAVEL-TIZ SILT CL 8co5.5 V!, �ORIh1G I +LT_TR C• WvEL FIRM E R-iILT-L t 7TLB SANE] 4Qa�vo warEe c1FSGR/PT/ON s• - r LC'05E $R FttJE Tn MED SANG- r M R %W A�/E FILL 11� — E41. _ ov MATER/AL j HRIAEIiGIt1E,c�AECSAtJ� _ — ,e VERYST1FF5lLTY' Y- TRGRAv!`;L L:'Ttt= SI' T -TR GRAVEL - LITTL- 5 1 -- — ER RRRS �Ak\' o Q 65T/MATEC d _$-G.R �L-_i!'i <l;,•r _ _ ' '�`YO'' 2 LOGAT/On/ OF 'sem s 12Xd Btu FI N,E T6 Y.AEO �iG- --- ---- _ / s ERYC$tKEFttl-To4tF0SA�iO ' o �^1D'it`TLEstLCI Ct°'t--�acays�z� BLawcouur F _ SOM.ti;. SILT - Yli R, --P- - vEtSSE FNE T7 MEi7 5AtiO aRA .'�L- tTTI E SILT M9rER/nL c vv�E >. L4- VEL -TR St! T ?' FIFZM ;IR PtQF Tb mF-p SAhiD- y, , A FIRM 5z rlRE T N1ED'6 t D- � �IRNiTGY"tRY0EN5E RISE TO1i1E0 SRNV — SME GQFvEL-T� siLT EK( DChsSE `NE TO RSApi # FRaVF�-; �*** (.'AE 0UOWATEI r4�tA-$R-F4NE TQ1�4E gyp- TtRS,ILT LITTLE 6RA.VLL A *(4R vEL-.TR SILT I ABOVE/No/lATEO -- - -- ---- '' i3 --- -- �t sR`rM iE a(1tEF3 "N" LIT r _E Gti< PY E� - -RZ 51L:T A -- ;� TR SILT F1u�TO1vtED �- '--- fiY o " FIRM �t FINE TL pA6D SANt� Rq�s L -- -- - --_ _- LaiSE. <�aR F♦FSE ITo M" T o. TR 'SILT SILT ; --- s• f - E >3 St� -o ME p SAND > ' a' ERY DCt3S 'R F TE ED ;q FIt1 !rF'f 17EhKE Cz F1NET M Rw L- _2 _ otnFv - --- —�- - --- -- - � -- - - R 6 SILT �j' - ---- GRoUttQ WATR E�, { l.5 l2DA`C R DlN!�1 EAG GRbv11DWACERE .S(o`.I C3DAC'PE.AOMI(� - -- STATE HIGHWAT COM ISSION OF WISCONSIN M 1:4 SUBSURFACE EXPLt'': owcR srec 4A.SY0. L/ LOAnirsH'f'III 1963 --- -- --=- ---� - - L---- L- — i ---�- -- -- 1- - - - - —1 - ----- ---�-- L -- �- - -1-- -- - {°ArE7b I STRUCTURE -la 204 SHEET 11 OF Ir X 27404 I