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AC_5�—1 0-005 D I S _I` COUNTY POST MILES SHEET TOTAL <br />ROUTE TOTAL PROJECT No SHEETS <br />Z2�G--7'0 OCY6 10 si Locai (Geoprobe) <br />... . . ....... ...... ...... .. ....... ...... <br />. ..... . ... . .... 6/30/15 <br />S <br />v� GEOTECHNICAL PROFESSIONAL DATE <br />..... . - - ------ <br />....... .... ....... ... ...... . .... <br />............. ........... ... .. ........ ... .. - ... .. .. ... ... ................ . ...... "I - - — — I <br />0_ 0"05 <br />C I Henderson <br />i2'�](Geoprobe) <br />0 — 10 0 0 8 F__ CPT-10-006 "_-7- 0-10-007 P M <br />F_ -71, 0-10-009 22 2886 M <br />j12 (Geoprobe) 47+ PLANS APPROVAL DATE Geoprobe) (Geoprobe) 46I — I — I — �\ I_ +00 100 <br />35+00 36+00 .37+00 38+00 39+00 40+00 41+00 42t00\4atw 44+00 45+00 <br />-4 F_ xpJune 30, 201 <br />\� The State of California or its officers or agents TMHN <br />shall not be responsible for the accuracy or N_ <br />completeness of scanned copies of this plan sheet. CAL <br />CPT-1-0=004 0-10-003 R-09-004 ... ....... . ...... <br />F <br />E2 <br />CP_T=1 017- 0 0 3 22'�' (. _ _ - — - -,- _ -_ ,� <br />Kleinfelder, Inc. <br />(Geoprobe) (Geoprobe) (Geoprobe) ------ v­­ 2001 Arch -Airport Rd., Suite 100 <br />CPT-10-002 CPT-10-001*.-7,, 0-10-001 <br />Stockton, CA. 95206 <br />(Geoprobe) <br />A-09-005 <br />FOUNDATION PLAN <br />.. . ....... .. . ........ . ..... . ....... ...... ...... ...... .... .................... ... ....... .. ..... ..... ...... ....... . ......... <br />1 50' <br />R-09-003 <br />Elevation <br />(ft) <br />100 <br />0 <br />+I <br />LO <br />+ N <br />0 <br />0 <br />Q) <br />U,0 0--10-008 <br />(Geoprobe) <br />Elev. 80 f ft. <br />1.1 E�jSILTY SAND (SV) brown; moist; fire to mediurn grained <br />2±/Leon CLAY ('L) — brown; moist <br />0 TV Q \11-) �C" <br />E <br />Pq <br />IL brown; moist <br />Poorly —graded SAND with SILT (SP—SNA) <br />— brown; moist; fine grained <br />0 <br />70 <br />�Ws G Elev. 66' <br />1.1 <br />575 /2010 � <br />to <br />Poorly —graded SAND (SP) brown; <br />wet; fine to medium grained <br />CD <br />60 <br />cr� <br />Poorly —graded SAND with SILT (SP—SM) <br />light brown; fine to medium grained <br />CN <br />, PA <br />50 <br />SILTY SAND (SM) — brown; fine to <br />medium grained <br />E <br />1.1 <br />Grades fine to coarse grained; trace <br />GRAVEL <br />01 <br />5/5/201 0 <br />Terminated at Elev. 46 f <br />feet. <br />A r) <br />0 <br />-0 <br />M 20 <br />0 <br />0 <br />,37+00 <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />Ln <br />0 = SURVEY REVISION DESCRIPTION <br />DATUM: <br />Ld <br />-) N <br />CD 0 <br />ry E <br />n o <br />U) <br />C) <br />0 <br />FILE No. <br />_j J <br />N <br />37+50 <br />PROFILE <br />Vertical 1" = 10' <br />Horizontal 1" = 5' <br />+1 <br />-H <br />CN LC) U <br />+ <br />4- <br />(D — <br />U) C- <br />Lr) 0 iz CPT-10-003 <br />Elev, 80.5 t ft, A& <br />I I r 1 0=4�: <br />10 5 0 250 500 <br />Friction Ratio Tip Bearing (tsf) <br />5/4/2010 <br />Terminated at Elev. 30.5 + feet. <br />NO CHANGES <br />McHenry Ave CoffIcloir Promvenisit Prood <br />Date Accepted <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera. P E. <br />Structure RepreveritW)" - David Franca, P.E. <br />Revelon ft V, F�fW M ". 8. 2021 <br />DATE SCALE PREPARED BY DATE N ,J %(".'l A 0 N C (..) LJ N _1 P" LJ B I K <br />OP <br />. 0 <br />HORIZONTAL: G. Gomez 6-30-15 C,- <br />FIELD B. Campbell/A. Killinqer 6-30-15 <br />17 <br />AECOM Technica! Services, In <br />INVESTIGATION DRAWN: <br />VERTICAL: <br />0 2 <br />I 1 6-30-15 2020 L Street, Suite 300 a'. ��:,:Ilk- "Z <br />I CHECKED: C. Henderson D 1,v <br />A' P", <br />'C'l A I <br />4 1 F'% U r �t <br />HENR "V t) -A K" <br />INCHES 'r1to., GA 95811 S'T <br />T91C,414,5800 F�916,414.15�7 c <br />APPROVED. <br />0 10 20 30 40 50 0. Brown 6-30-15 <br />I I I Is ' I - " T <br />MILLIMET[RS L CIU (" 0 1 d P <br />FILE N O. <br />38+00 <br />Elevation <br />(ft) <br />100 <br />80 <br />— 70 <br />— 60 <br />0 <br />40 <br />30 <br />20 <br />10 <br />x <br />DRAWING <br />S-153 <br />OF <br />S-153 <br />SHEET <br />157 OF 176 <br />