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V 0 CL LO Ln 0 I Ln a N 0 N a� -o 0 3 a� V) m I- 0 J a� m a� a� U c a Q Ln 0 N N s` U Ln 0 N Ln 'I- V W N CD CD Q) E tl. O Elevation (ft) 130 i 120 110 stork 70 .o 50 .LI 30 72+00 Q) o -H a N � O U� U� ory R-09- 002 DIST COUNTY ROUTE TOTALPOSTMILES SHEET PROJECT No S TOTAL U 10 SJ Local �-f 6 /3 0 /15 GEOTECHNICAL PROFESSIONAL DATE a PLANS APPROVAL DATE The State of California or its officers or agents shall not be responsible for the accuracy or completeness of scanned copies of this plan sheet. Kleinfelder, Inc. 2001 Arch -Airport Rd., Suite 100 Stockton, CA. 95206 NO CHANGES ! k Aw Coeaor k+1pnwwneat Pegjeet ote Accepted AS -BUILT Reeulw t En~ - Maxi do RII P.E. Struch" Repreee #m" - 0" Frenoo. P.E. 0 9 - 0 01 Rwfdom By p, PR"ca JM* e, 2MI Elev. 119.b f t Elev. 1119.b SILTY SAND (SM) - loose; brown; moist; fine grained SILTY SAND (SM) - very loose; brown; moist; fine grained Very loose 15 11.9 4 11.9 UW 8 11.9 Uwe 5 1.9 3PA SANDY SILT (ML) -- light brownish gray; mottled rust; moist; PP = 2.5 tsf 26 1.9 uC Grades less sandy 7 1.9 uW Soft; reddish brown; wet; trace Lean Clay 5 1.9 3UW PA Brown, grades more sandy; 40% SAND 35 11,9 SILTY SAND (SM) - medium dense; brown; moist [ 24 11.9 OUW SANDY SILT (ML) hard; light brown; moist; hard pan; PP > 4.5 tsf {50/4" 1.9 uw 30 11.9 PA 51 1.9 UW SILTY SAND (SM) - dense; light gray; mottled rust; moist; fine grained �42 1.9 OJW SANDY SILT (ML) -- hard; light brownish -gray; moist; PP = 4.25 ts� Cemented; very hard 50/5.5" 1.9 Orange brown 50/4" 11.9 SANDY Lean CLAY (CL) - hard; brown; moist; 30% SAND; PP > 4.5 tsf 50/5" 1.9 Trace Silt 146 1.9 3uc 57 1.9 OUC With interbedded layers of SANDY SILT 64 11.9 47 11.9 SANDY SILT (SM) - dense; brown; moist; 35-40% SILT 155 11.9 3CR 15--20% Silt 36 11.9 SANDY Lean CLAY (CL) - hard; light brownish gray; moist; PP > 4.5 tsf 43 11.9 25 1.9 uw 24 1.9 Uc� SILTY SAND (SM) - medium dense; brown; moist; fine grained 32 1.9 Uw PA Grades mottled reddish brown 31 11.9 45 1.9 SANDY SILT ML) - stiff; brown; moist; 30% SAND; PP = 2.0 tsf 43 11.9 SILTY SAND SM) - dense; brown and gray; wet; fine to coarse grained with fine grained RAVEL, subrounded 12 11.9 Lean CLAY/SILT (CL-ML) - hard; light brownish -gray; moist; low to 14 11.9 medium plasticity; PP = 3.0 tsf 27 11.9 SANDY SILT (ML) - hard; brown; moist; 30% sand; PP = 4.0 tsf 29 11.9 8/10/2009 8/10/2009 Terminated at Elev. 38 ± feet. Terminated at Elev. 38 _f- feet ER = 68% ER = 68% NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SURVEY REVISION DESCRIPTION DATUM: FILE No. : DATE 72+50 PROFILE Vertical 1" = 10' Horizontal 1" = 5' SCALE PREPARED BY DATE I, SANDY Lean CLAY (CL) - very stiff; light brown -gray; moist; PP = 3.0 tsf SANDY SILT (ML) --- brown; moist; 30% SAND Soft; reddish brown; trace Lean CLAY; PP = 0.75 tsf SILTY SAND (SM) - Brown, moist, fine grained SANDY Lean CLAY (CL) - hard; light brownish gray; moist; trace SILT; low to medium plasticity; PP = >4.5 tsf SANDY SILT (ML) - hard; gray to light brownish gray, moist; PP = 4.5 tsf Grades more sandy SILTY SAND (SM) - medium dense; yellowish brown; moist SANDY SILT CML -- hard; I'ght brownish gray; moist SILTY SAND CSM - loose; brown; moist; fine grained SANDY Lean CLAY (CL) - brown; moist; 35% SAND; fine to coarse grained SILTY SAND (SM) - very dense; yellow; fine to coarse grained; partially cemented SANDY Lean CLAY (CL) - hard; brown; low to medium plasticity; 25% SAND; PP = >4.5 tsf Light brown Light brownish gray, mottled rust Trace silt PP > 4.5 tsf SANDY SILT (ML) - hard; brown; moist; 25% SAND; PP = 3.0 tsf SILTY SAND (SM) dense; brown; wet; fine to coarse grained; 15-20% fines with pockets of SANDY SILT Lean CLAY/SILT (CL-ML) - hard; light brownish gray; moist; PP = 3.5 tsf SANDY SILT (ML) - hard; light brown; moist; PP = 4.0 tsf HORIZONTAL: DRAWN: G. Gomez 16-30-15 VERTICAL: FIELD B. Campbell/A. Killinqer INVESTIGATION 6-30-15 0 1 2 AECOM Technical Services, Inc. I CHECKED: C. Henderson 6-30-15 2020 L Street,, Suite 300 INCHES Sacramento, {,. A 95811 . ti 20 30 410 50 _ APPROVED: 0. Brown 6-30-15 ";' 916,414.5 00 F 91€ ,414. 5 :r MILLIMETERS cry: \� F.O. R� 73+00 / Carl Henderson v N o. 2886 T, Ex June 30, 2017 �FOTECHN\�, Elevation (ft) 130 120 110 100 WEN MEV N 0 EN 30 - - _ 20 i...i .€ _- r, Pl_. € 5k...I'.; �A �;.'"'? ,� DRAWING S - 31 3 aC $g 0, k "fc i'' 4... �..k ii YY �� f 3 ..ta �.,', ma`s R P 3" R b J' � f �S N�li �a 4 f ti�, �n�d £ „� M O F ," 1ENRY A L Hint, ON III I=u MAID .. C, ANAL 1k ,REPL: L S-313 SHEET ^� yl0 FLB 0� 176 of 176 FILE NO.