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<br />YLIi LIY. JIIYI IIIIII IWJV ,Inl:l;ld Y= IYY Y� lYllll l'I VIII I YJ ISYI I I'JII IIIJ41I1 II cdW'IL: uII_lYll4'l.I ilnl VY "sl JLIIII J;YIYII�uL„E II' JYIIJ66 I . IVIVo WYV Y I IwIIl �YILJ J. I IY lllul{IdWIi LndLIItlIYWhVlldlll I,� IYIJI hW',Illll 1W',. 611I 1,11,1 V IJ Y I'n Il IIWIaLJI.LI WJNIdmIIIVN,WJILdWVl6,II_YYIY+I,
<br />�� „
<br />IiiIII,�YY dIVah EiuiIlWdlVlVdmd,l
<br />dhLIYIIIYI.YYuIIVW:iiIIWVI ILL IIJrill IWIIIIII,d.W!IlaidlYlVJILIVIIIIIIII. 11u.. 1IIII IaII.„IIIII
<br />;IIIiIIlI+.^,ll=l� IlnY1{I„IIIIJII11 I IIIIIYldd1iINgill! IJiIIJIINYIILIIVIl „lYllhllllY11VIIIldlYl��II 1Ylll�a,.YIIJllILl. lIIIIIIEIVIIu; IYI III,LI,dIWIWIIWII.IIIII' IIIIIIII�� +id' JdI.IIIIIIIhtl,II.IIIIlIVdJIuEIh9llYYWillIIVldd'.'u IYV�IWI II,I I'I IlIIIIhllh
<br />-- 1 PROP05ED UNDINE
<br />P-I
<br />�• pROP05E0 UNDINE
<br />5tQAE 1
<br />1+00
<br />8+a0 ROAD
<br />1
<br />j
<br />9 + 00
<br />1 O +00
<br />- NOTE -
<br />JB.M.- Bronze disk W474 located 47'Rf Sta a*35,
<br />5.W corner Bridge #' 1902, Elevation 19,035
<br />(U.5.G.5. datum)
<br />PLIAN
<br />Scale: I" = 20'
<br />0
<br />4PPr0Ximate existing groundline profile
<br />along t Proposed Undlne .toad a 12'Y1"; f Sta- lO t6$
<br />25 Lt 5ta.-8�&1 68:: Rt=-Sta,�,8 95 228 8-2
<br />B� l Bridge der -III E -- - ___� _-- Oemicompact brown fine SAND - Fd
<br />:1 2r2_
<br />,V- Sernlfcompact brown fine -medium SAKI© -Fill-
<br />O106 4- F`T' / 12.5 /rn I9s 2 1 �. al 12
<br />Loose brown $/LT -Fill- (ML)
<br />---LQ 93 19 `,.�. 2 1 r.4.1 8 1
<br />�.-� _---- - -__ -- -- - --Semi,-� mart-_Qr�nge-krrtwr� 8.4J�ID_Y_ 6 92 19 Z 1251 1G /r� .• \'
<br />5/1-Fill- (ML)
<br />5' Lt. Si'a. 9 t-38 10' Lt: Sirs • 9 *98
<br />95 2 3 1.4 r2 P I - 104 20 : \ 3 1 1.4I Iry
<br />S sT 25 1-4 r6 Sarge deck 3.,zj I" ter SurFace Barge deck Jr P Z GWSr sled• 4. 11-21-73 -
<br />�. < -� tKafer surface __ _ Water 2, - - - - -
<br />Water surfcc - --___
<br />Very loose SemiCompaef brown very Fine "=� e _ Semicomct -sgC--brown �tne_-_NL? _ �:: •..
<br />I\ l l v -_ -
<br />-LW
<br />SILTY �,a1VD ('S/�1�GWS �ete�. - Lb 11-15-73 zy .. 5 I Ld 15 � Ohanriel bofbm - C�P>Uj
<br />- - ��,C cannel bof Iom Channel bo1-torn1.11
<br />�L r (Very loose whit"& fine -coarse SAAID - to8 22 . 5 11.d 113 1 lL
<br />ro �N Very Doff gray -green SANDY ORGAN/G 95) 2s N r J r.o a
<br />Q ': I with scattered ORGANIC MATER/AL
<br />MaTEdZIQL (Pi) y fine -coarse SAND / �:: Very so�f gray SANDY SILTY CLAY
<br />r.�. der 1a 5e white ( Z
<br />- I O with scattered ORGANIC MATERIAL 5W �' �' : )
<br />/: , .N , 1.F {ci14/ E i 1 ! o P (�- I o.T Iloo l 25 \ G 11. 41 5 I
<br />11411141 ICJ 7 `r"4Irro 1 I 93 z6 2 r.o 13 1 95r27 "�=' 2 i.o 1�
<br />�\ 2 Ld 5 Very loose gra Fine -coarse SANOy' ''�' (Loose grog- een fine -curse •. _ ': Gray A'ne-coarse S,QND (SP)
<br />stiff F� hard light gray J/L?"Y CLAY (CZ �S,WJ ru 20 .; 3 /o rs SAND (SW
<br />loa 2 7 11.4121 ( �
<br />Compact gray S,IaNDY SILT CMLJ
<br />>.:77
<br />Q !Is 119 \ e �2.5 �4z 1.3 I1021 24 % y. 3 11•� I1� hem,compact gray=green CLAYEY Ir7 �8 :, •: -
<br />4 r. 0 78
<br />Q .� C' ' SAN© SILT (1V1L`) ` (Compact li�t�>` ye/loyv-d3rown I t3,.� 110 "zr 3 /:b s9 Q k
<br />(Very loose-loose)green fo gray -green ' 5.4A/IO1L7"' (ML� Gray SILTY CLAY �CL�
<br />i
<br />w _ i lre- ra S1L`r"Y CLAY (CL) 11-13-73 11-r3-73 toa 2f :. 8 I rd j 271 `
<br />fine -coarse 0A4I (5W) -
<br />�l �O compact gray medium -sparse CLAYEY S.4N1111os�11 !.: 9 i4 j z4 1 =: ::' 14 Lr
<br />W • , ! ::;: Compact blue- gray very fine S/L7"Y SAND (5M)
<br />(5C) (Compact) yellow -brown `SANDY W
<br />�3.�--
<br />13-4110G1 23 10 11.4,115 () 9 j L4 136
<br />Stiff gray SANDY CLAYEY SILT (-CL) StiFf blue -grey S.dNDY CLAY �GL)
<br />�3n 1rs /Gi 1r1r.�'r C�1fa�^I - - tit 1�I Io1r.414ro( - - --- '=� 41
<br />l
<br />Dense -very dense /0& gray medium SAND r5P� Comm�cf -dense gray fine -medium 64ND too 23 /1 1�413G I
<br />u2 /7 12 11.4 �55 rot 22 7 11 F3r51(5 P)
<br />Dense gray fine -medium SAND (5P)
<br />-40 �::.
<br />1 r o 1 s 13 I i4 i 7b I --- - -- - - -• -: • -8 11.,! I-57-1 - - /22 13 r2 1/ 41 ��-40
<br />PROFILE _ ,
<br />3
<br />/ -73 uYs /4 9 11a 145 j Scale 111311G `, : 13 Il.¢I56 I
<br />Norizontal /"= /O'
<br />Vertical /"=10'
<br />-50
<br />rra 13 141 /4 156 1
<br />44 -
<br />-- - - ---- J-_ - 11��1
<br />8 -00 9i-00 10-00 11-15-73
<br />I I I ;III. I II ,I1.1111141,L
<br />WIiV IrVJIYfIIYN,IrIJIIIV;VI.dldhu YII YVY Ilh�,'ndY�Y!IIVII'�I'WII tlIWI�Y I Il ' '.P� V I, �. I � I , �� , _ � I =.I I. :, L', � , � ,� � � � �,�. I � iflll I. L. IY uIY IIW: ILh�dllyWlh llYJ,+I. I; Illll +Ii,YII�IVIII I.0 YII Y '=I I �i I d Il Ju,Y�Nl1. II .L aJIWVIIIII LUIIIdY1,ad m ,III dldYldYl. = nV.=I .Y WLL oIJ,. alL.Y d. I, IV 16 tlIY,611111V lull uIYuIJa,�611 YY I i�ll,al6l ldeV{1�11IYII �.0 all I IWh I � : �AY I �I 11 hlll: 'YYVI VL� el Illdll 11 s� d �, ' ; a.II I � + � I, � � d , �� I � I �� I I � , � �, � ,� �, , � II i ,
<br />II Yu I J Y L. 0.11u,u Y, ; IWuJlullllal �Yu IIJ aILIYJIIIYY�dIJJIJ III IuN�.J.J 1V le, , u Y.i�d�JYI YILI, Illlr llh �. wYl .. Y i �. u I I I I I I I I I � �� I ,
<br />IVI6 oIlVll II Vn h.ad Ll� J I I I Ild II I I I I I I I r; I I I I II I Jlll.,llal hll lldlu 111 u:l�uil l!= VIIIIIIIYaI,IIN III I�JId IIIIIIII, I. II= la .I III III�IJNIIIY III IIJ, hIIIIIYu Judd III aII.N Id I I I I 1I11111. 1 I�:dl I. �I II I II IIa�JJ,:J I�ulmJ.l llI VYI IIII II �wI mI III=II I�o l�dua„IIIIII .I IhllJlb YIWI nl I W d � II I I IIYY,I Jlllllal ��IVLIII, IIII allillll;I,LIILdY� IWIdtlY�LIdIdYdIIIIYdYIIIYIIIUI�IIhtIYI;IYIIIIIbIoV Illl li IWIII tl III LJ. NI I,VIYIII ,UI I IIY, I II , • I�..hlyl IV oJtl�dtl:dnVullll.VlJladludlllullidllW,�hnuVLIIYV,IWIhIf1161dVIL�u1116VWN,'iVdllYtlYJdIIIIIINIYIWYIYIVIIII{IIYIL16.+u,lYlld„Milli
<br />M AT E R I"A L S LEGEND MOORE & TAB_ ER NORTHERN CALIFORNIA
<br />..,LEGEND., ...OF. EA ...
<br />RT H ,
<br />,. p
<br />UNIFIED 0� 0 R I N G E CONSULTING ENGINEERS AND GEOLOGISTS
<br />OPERATIONS S _ .. ... _ ,
<br />Pt � OH � CH MH �OLI ED SOIL
<br />SC CLASSIFICATION
<br />S�P ASWI OGC GM -�GP�� � •�•� - ..MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION �. Plan of any boring
<br />ROTARY BORING PENETRATION TEST
<br />i i G FOR SOILS Location II
<br />N;�fl,
<br />''..' Location
<br />LN
<br />Sands with fines Glean sands Gravels with fines Clean ravels B-No•g Gravel Peator ize Rotary boring ,�CY•r.Highly ° ° ° ° or anic matter To hole elev. APPROVED JOB No. 373/ 104E
<br />Silts and clays Silts and clays >t2 /ofines <5 /ofines >12 /ofines <5 /°fines g P B � NO.
<br />organic According to the Standard Penetration Test 2� To holeelev. ROISTERED CIVIL ENGINEER No. 91G5
<br />Liquid limit greater than 50 Liquid limit less ikon 50 I ands -mot than ° - ° -••� IN
<br />S e n 50 of coarse ravels more than P oe a 0 r G 5 of coarse I I / e I L. 0 I SaII •:•, • • •_ f Ili I I' II ," I Il IUIII JIIII I:nd'n,Le LlJilu lala' I'IiY ll'IYIII IIIIII II 6I II I li IL. IIJI n"IIII Id ^fir Al',i II.I 11116 d1d1 I IIYI'Il la II I I'I Yi6 I S .�.. .+ Diamond core boring O allulLYYluh ilJd a"ILaul Jwlll.JIIIII,YII IIIIIVIYIIJi IY II I.I II, aul II. lllWd llltl Milk I IIII III I Ile, II a,aollm IIII, IIIIu III 11 I JlVllu II, JJYI IaN6 i 17 Il•Yuunulldll=III:I all lu JY.II;II„IYII Lm;IIIL IIIYIa,Wtl,ll6WL,6 JIb91ICiIfrIIIIMll11 YIa1W6YIgVIh IW611
<br />a - N of blows Granular Cohesive g Moisture (/odrywt) Casing
<br />fraction is smaller fhanN44 sieve. fraction is larger than NQ4sieve. � :xSand fill material a Set Sample number Pushed P
<br />Silt Shale y loose Very soft Dry density (lbs./cu.ff.) COUNTY OF SAN JOAQUIN
<br />ed soils Coarse �� size Auger boring ., r -Size of sample (inches)
<br />g Unconfined compressive Blows per foot
<br />(More thandn50%as smaller than NQ 200 sieve) (More than 50 /o grained soils ,-5 Very l y Blows per foot 11t0 Grrphic represent tl0n
<br />LABORATORY CLASSIFICATION CRITERIA larger than N4 200 sieve) . , „
<br />RITERIA z Sample baring strength (dons/sq.ft) •:~' (Using a 1401b.hammer 1912 of driving ro j C n
<br />oso (l��oj 6-10 Loose Soft (Using t401b. 20 UNDINE ROAD BRIDGE
<br />5o GW and SW- C = greater than 4 for G W & 6 for SW • C - between 18 3. Designates other soils tests .=� " �•
<br />W a �' D Clay Sandstone rbn g ,.�; v with a 30 drop) hammer with 21
<br />� CH to to X oso 11 -20 Semicornpact Stiff `; Jet boring C -Consolidation I .411 5124 1 I1.4 165I *Bold outline indicates 25lb.hammer, Nr 41�
<br />b GP and SP- Clean gravel or sand not meeting requirements for GW and SW. 24 drop. 30 drop) At
<br />Sandy clay or r--� S-Direct shear = p p `�
<br />�,` GM and SM-Atterberg limits below "L1 line or P. 1. less than 4. 0Llm@stun@ 1 6WS• 12
<br />=�--�• - clayey sand 21- 35 Compact Very stiff. I I Test pit ��.�` Conformable material change 5 ] \ /
<br />P GC and SC-Atterberg limits above "A' tine with P. 1. greater than 7. L-_ E -Expansion EleratiOn a MIDDLE RIVER Y ER (*'190Z
<br />y , OH and MH Data ; : Approximate material change 6 to
<br />aG Fines silt or Fine Medium 'Coarse Fine Coors! f Sandy silt or Metamorphic 36-70 Dense Hard I " T -TflaXlal COmprBSSIOn
<br />( y) Icabblls�eaulaers :.�i Q 2 /4 Gone penetrometer ' ' Unconformable material Change 21 LOG Q F TESTBORINGS
<br />d CL sand sand I sand I gravel gravel Silty sand rock �. g 31 ��
<br />b Sieve sizes g "' 10 _ �� Igneous rock %70 VV773sryy dense Very hard O 1 " 40 �Y �� s
<br />a�' ML30L _Classification of earth materials shown on this sheet based on fietd�ins action and Silty ay OC 2 /2 Cane penetrometer Date 0# �� `�•�'���
<br />a - I) W 30 40 so 7 Y0 p clayeyslit Date 20 40 _
<br />Blows per foot Scale As Shown Date NOV 19` 3
<br />LIQUID LIMIT should not be construed to imply iaborotory analysis unless so stated. boring P Check by FCW 114 /
<br />� ,a a�
<br />YILYnJId�u, Y I II' I I I I' I+ I r U I I, � ^I�u. � I � .�11,-a � I. I �� � I I' I111,14111;'� ll IVJ,L.., Y,IVL'hIWd hJ lJJI IIIIIYIVI I Wd � moo. i I � II I-„ 'I L o J IVIIJ Iltl a�JI�FI Ill�f Y''l41 I - �"a.�lY IL. __-�.� JI�YIi�_cIL- Y I LII . �1 YYII �YII�E.WIIIIIIJIa'dl6,llhulllYIJIJ II. I VYId;a I I' I {YID IYIdIddVIYa61Ea'I L. Js I I I II R IIIWII'IWIIW:NdYdl .IIYI ilWl'IJYII II I II�n zVYYIILIVVuIIaIJ.a �" I I I IINL�.YIWIiIVd VIV =uY _I I Y I `I I Ildull I 1� I VJNW IVJYIiI ,IIWIIII II Ills I I'I IJ II . J�YJ I , YI, IIIIIV, J I IW lu, II�V haJJl II ulllVl ,la u1Jl.11 I I I ll lwlI �,- I ��NYI� a YYYidY1NCWYYYIduIillJd',r€YllllllelJlhl,u'dVLlYddualllhllElElYlrl'IdIlY1+II1I1111tlIIJY;l161=u1 ,YhI.YI. YI �111 hill I VI,VdV 11U Ylu ,YIVI 131. ail LlNlillweluallll rl lul,dl,ld_JIIIIII �If ,. - IIdIilIIII,IaIIIIIVVIWJLuI,N6'VIi16J,IduullufulilhlhlhiuiltlYYWuIIIIIINdYlill'uWJIYWmV�uYlll.!'_Ilu+l,le+tllldl
<br />("ONIN f 40-105
<br />►y1�/� STATE N-149
<br />O. 29C
<br />
|