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<br />DIST COUNTY ROUTE POST MILES SHEET TOTAL
<br />TOTAL PROJECT No SHEETS
<br />10 SJ Local
<br />Lr/ 6%
<br />/ j c
<br />30I 15
<br />GEOTECHNICAL PROFESSIONAL DATE
<br />bo Carl Hendersor
<br />w p, 2886 m
<br />L2J U— I U—UUZI (Geoprobe)b- —I "� —J �ueoprooe) csE PLANS APPROVAL DATE C(
<br />(Geoprobe) - - - 47+°°
<br />45+0o I '� �00 I I � ExpJune 30, 2017 � ,!
<br />35+00 36+00 37+00 35+00 39+� 40+00 41+°0 421 � 4 � '�' 00 I — The State of California or its officers or agents G p\ /
<br />" 1— I — I — I
<br />`' , \�•x shall not be responsible for the accuracy or `S,a;c
<br />O�ECHN�
<br />$ P
<br />comP P leteness of scanned coDies of this Ion sheet. of CAL
<br />I- ;,I 1--I0-10-003 (-�0-10 002 4" R-09-004 �.
<br />CPT-107004 2.2 0-10-004 CPT-10-003 2 2.2.. .. . ..... _ w.,._._... _... Kleinfelder, Inc.
<br />....
<br />L_... -� Geo robe �..J
<br />(G"eoprobe) 6 ( p ) (�Geoprobe) ,&.2;,j 0-10-001 m... ___. _...... _ w_..... _..__. ».. _...— . 2001 Arch -Airport Rd., Suite 100
<br />CPT-10-002 CPT-10-001 -- -
<br />� (,p n n rn h c� l .. .. .. ...m. ,� .. ,'� ,, Stockton, CA, 95206
<br />Elevation
<br />(ft)
<br />10 0 --- -
<br />180 ----
<br />70
<br />50
<br />we]
<br />30
<br />20
<br />+I
<br />'C:
<br />+
<br />O U
<br />N�
<br />_0
<br />W
<br />Ln
<br />0�
<br />0-10-009
<br />(Geoprobe)
<br />-1ev. 80 ± ft.
<br />1.1
<br />1.1
<br />_
<br />PA
<br />Ej SANDY S11 T (ML) Moist
<br />GWS Elev. 63 f
<br />1.1
<br />5/5\�'2010
<br />1.1
<br />Lean CLAY (CL) — moist
<br />P.
<br />SILTY SAND (SM) — wet; fine to medium
<br />grained
<br />1.1
<br />Increasing in fines
<br />1.1
<br />Coarse grained
<br />1.1
<br />PA
<br />poorly —graded SAND with GRAVEL
<br />(SP) —
<br />wet; fine to coarse grained
<br />1.1
<br />-Doorl —ggrade SAND with SILT (SP—SM)
<br />— wet- fine to coarse grained
<br />SILTYySRND (dSM) — brown; fine to
<br />medium
<br />grained
<br />1.1
<br />PA
<br />1.1
<br />PA
<br />Lcan CLAY (CL) — moist; medium
<br />plastic
<br />OA
<br />SANDY SILT ?(M) — brown
<br />1.1
<br />1.1
<br />Lean CLAY (CL) — moist; medium
<br />plastic
<br />5/5/2010
<br />Terminated at
<br />Elev. 34
<br />± feet.
<br />10
<br />34+50
<br />N-dPE:
<br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
<br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
<br />SURVEY REVISION DESCRIPTION
<br />DATUM:
<br />FILE No.
<br />DATE
<br />i
<br />35+00
<br />SCALE
<br />HORIZONTAL:
<br />VERTICAL:
<br />I 1 1 1 1
<br />INCHES
<br />0 10 20 30 40 50
<br />I I MILLIME4RS
<br />D ev. 81 _+_ ft.
<br />Q)
<br />+1
<br />O
<br />+1 Q
<br />p�
<br />Ln U
<br />O
<br />r�
<br />,r
<br />N +�
<br />o
<br />o
<br />Lf�
<br />ory CPT-10-004
<br />10 5 0 250 500
<br />Friction Ratio Tip Bearing (tsf)
<br />5/5/2010
<br />Terminated at Elev. 31 ± feet.
<br />I
<br />PROFILE
<br />Vertical 1 " = 10'
<br />Horizontal 1" = 5'
<br />doom
<br />+�
<br />L_n
<br />-H
<br />�n
<br />Ln�
<br />`� o
<br />o
<br />)�
<br />cn
<br />0ly-
<br />0-10004
<br />(Gecprobe)
<br />Elev. 81 ± ft.
<br />j-
<br />1.1
<br />LL___ISILTY SAND (SM)
<br />— brown; fine grained
<br />1.1
<br />increasing in fines
<br />1.1
<br />4" lenses of M L/CL
<br />11
<br />Poorly —graded SAND
<br />with SILT (SP—SM)
<br />--
<br />light brown; fine grained
<br />11
<br />OPA
<br />Brown, fine to medium grained
<br />Trace gravel
<br />1.1
<br />PA
<br />With Gravel
<br />1
<br />OA
<br />SILTY SAND (SM) —
<br />brown, fine
<br />grained
<br />1.1
<br />;q
<br />Grades fine to coarse grained
<br />SANDY SILT ML —
<br />brown, low
<br />plastic
<br />11
<br />SILTY SAND SM —
<br />brown, fine
<br />to coarse
<br />grained
<br />SANDY SILT ML —
<br />brown, low
<br />plastic
<br />DPI
<br />SILTY SAND (SM) -
<br />brown, fine
<br />to medium
<br />grained
<br />1.1
<br />Fat CLAY (CH)— brown,
<br />medium
<br />plastic
<br />5/5/2010
<br />Terminated at
<br />Elev. 43 ± feet.
<br />PREPARED BY
<br />DATE
<br />Q U N
<br />DRAWN: G. Gomez
<br />6-30-15
<br />G
<br />FIELD B. Campbel/A.
<br />Killinger
<br />6-30-15
<br />INVESTIGAT101"
<br />A O M Technical ical Services, lnc
<br />CHECKED: C. Henderson
<br />6-30-15
<br />• .
<br />•
<br />Sacrantento, Cy A 9581 1
<br />.•
<br />APPROVED: 0. Brown
<br />6-30-15
<br />y
<br />.1.. �;.16.414.�3t%{) I" 9f�;.4 €<9 £. itJ�?3 I
<br />� ••
<br />04 �P
<br />FILE NO.
<br />NU +CHANGES
<br />McHenry Ave ConMlw 4nproverriertt Project
<br />Dec AGCepted AS -BUILT
<br />Resident Enpkiser -Mauncfo Rims, P E.
<br />Structure Repree•rMrtlw - David Frenoo, P E,
<br />Revisions By D ,Frl AX CC, —June 8. 2021
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<br />Elevation
<br />(ft)
<br />100
<br />•i
<br />0141
<br />70
<br />•i
<br />50
<br />'%
<br />30
<br />20
<br />10
<br />0
<br />—10
<br />DRAWING
<br />S—'152
<br />OF
<br />S-153
<br />SHEET
<br />156 of 176
<br />
|