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1,l tx
<br /> Jl ' 1.NOTES:
<br /> classd'ca Von of spas was .°....dance with ASTM D
<br /> /1" 2488-00 •_Descripton and Identification of Sols(Visual Manu°I
<br /> ,Ai k \'RErwAL=_es ti l .� ,...•. Y,e. .�3• JQ ,,�'4 , SEE LOWER Procedure) e.
<br /> 2.Standard Penetration tests were performed n accordance with
<br /> aQ 0 .. q® .,. Yf� y ,,: SACRAMENTO RD AS
<br /> D t58b 99 using s hammer operated with an automated drop
<br /> � ^ �� r^( 82 06 6 7.f/' ,°rf1��� UNDERPASS d termw0^'l)rads
<br /> brasswere
<br /> s ners5/8 nth diameter"A rods; sampler wps
<br /> \� 'LOG OF TEST BORINGS" 3rncnu sompler', l0 2 5 nch 00=2.9 inch Driven in some
<br /> Z ((� i' RET WALL 942"y .vox .y manner os SPTa('l.4 inch" sampler.
<br /> . L 1 = a `ae Far 4.fine lengm r n sampled terms' shown graphically on the
<br /> RET WALL p2 q Y } barin to Whole number blow c...is N" e
<br /> v Z ` , ti B11 08 4 RET WALL 9] 9 9 (� )represent the"standard
<br /> �. (� T e 1 ; pa,IV ton resstance ntervol n accordance with ASTM 01586-99
<br /> 'I. },. � •'`. Where less then I feet of penstrOlio, s achieved the blow count
<br /> shown 5(or that traction°f the •standard benelr°ton resistance
<br /> ntervol actuallyapenetrated.
<br /> RET WALL k4 6 � T>�r�
<br /> 6 4 z,^4 5 Cans stency f Is shown in()where estimated,
<br /> 6 Ground water surfaceSheets
<br /> s refs ons n the bar ngsindicated an the
<br /> on
<br /> ='44 " 3 ' +; Log of Pea Boring street:retract me nod level in me bar ngs an Inc
<br /> 7.Ground
<br /> dte.
<br /> "r< ' _ ��,, �;�t - 2 eroana water sarro.p elavat'ons o, subject to seasonal
<br /> RETWALL 96 ,y"L<.!�+ ',=h> :+ {..ti';,x' ! fluctuations and at higher ear lower elewlon,depending
<br /> Tt} nr �xp 't B3 08 may arra. g a
<br /> atff.f ,% j1'�`'•' \ "+ the.and tons at any particular time
<br /> { ; RET WALL 95 R ' ,M�+ / 8 Electron.media for plan vew ii—ded by Mork Thomas&
<br /> d` Y ✓ ,1,f 'L� ti 8 > f b '^+° Q�y+ .Y:, a h,. Company,December 2008,
<br /> f'FY l/, / •�,rj 'n "x � ,f AIS�,fr,, ?a f yt 9 The Log of Test B°r ngs draw ng is included with plans in
<br /> accordance with Section 2-1.03 of Cmo-ons •standard Specification,".
<br /> BENCHMARK
<br /> )f> i n t ,'Y, "xee.r.�—a i ,... City of Stockton BM #4 Monument #IN-10, a Brass
<br /> Disk in monument well located of� the
<br /> h, i f xj y �\ g, intersection of Davis Road and Eight Mile Rood.
<br /> �"% '' Elevation 17.49 feet (NGVD 29 Datum).
<br /> yy�. PLAN -
<br /> 77',,x�j ?ik t Xeh�"r ar
<br /> 1"=100' ..,r `^•.,,..? ,:. .hs„-
<br /> p J B3-08
<br /> 20
<br /> J 82-08 64-08 21.3 6' ..—
<br /> YSANp SC medium d nee dark w'isM1 brown Rne 20
<br /> LEAN CLAY CL, stiff, r dock .4 —18•p
<br /> ( ) vcy ve y grol+sM1 brown to block,Y.W.moist. 6" 6 s grained sand,moist.
<br /> CLAYEY SANG(SC),medium dense,dark ye,lowizh brown,a ed lean CLAY(CL),(stiff),black,moist.
<br /> tl 1 ne gra "x' CLAYEY SANG(SC)medium dense d 4 yell wsM1
<br /> .. 10 SANDY LEAN CLAY(CL) hard,alive brown fine grd ned sand m t 4.3� ®Ie -Drawn,Inc,,,L,,,,d sand motlerole c t tion.mo t 'A x Leon CLAY(CL) ve y tff o ve brown,most. 10 ..
<br /> _ >Ae Lean CLAY(CLI veru s[fl alive.most po s xA SANDY lean CLAY(CL) d Ive brown,r qro ned d, ass
<br /> AND "ILA' 9^ Leon CC7�r wtF3AA6-[CCTT�olive tine'__. .;sanr s
<br /> 9+ d ve brown,fne to metlium grained santl.most —S 21um a se r Paady-graded SAND WITH CLAY(SP SC) dense,doh 03-20-2008Al
<br /> LEAN CLAY(CL),very sh(r.olive,moist. yellowish brown,file to medium grained sand,moist.Terminated at Elev,-9.8'
<br /> 0 POORLY GRADED SAND WITH CLAY(SP-SC),dense,light olive Hammer Energy Ratio(ERI j=81R 0 ..
<br /> brown,fine to medium ned sand,moist. and water unlered.
<br /> SANDY LEAN GLA.(CL) d,o b -e gra ned'sand mast aa> ® CLAYEY SAND(SC) med um dense,.11 a brown f e Bulk Bog C 0 2flndeplM1 Z
<br /> LEAN CLAY CL,stiff to A grained sand most Bulk Bog D.2 All depth®
<br /> -1 U cry Burr .Ive brow.mmat. AP o
<br /> F 03-20-2008 -10
<br /> Q Pp•z:p x Terminated at Elev._-5.0'
<br /> Hammer Energy R.IIo(ER,)=812 Q
<br /> > No Ngrawa
<br /> und ter ancountered
<br /> -20 pp•x.2 11 xA ® Bulk Bag F, depth
<br /> 2-21l.11-depth >
<br /> -20 W
<br /> � 113-20-2008
<br /> W Terminated It Elev.
<br /> Hammer Energy Ratio(ER,).812 -30
<br /> -30 No ground water enc unleretl.
<br /> 1ui4 Bag A,0-211,tleplh
<br /> Bulk Bag B,2-4f1.depth
<br /> 45+00 50+00 55+00 60+00
<br /> PROFILE LOWER SACRAMENTO ROAD
<br /> VERT. I"=10'
<br /> HDR. r-loo' LOC OF TEST BORINCS 2 OF 3
<br /> µalLs9tw4 6mA CITY OF STOCKTON
<br /> BLACKBURN CONSULTING F PUBLIC FORKS DEPARTMENT
<br /> _ 1491 90—AYENVE fiy g 8((m f W.2100Mgyp.
<br /> NEST SACluMIENT0.CADF.W..%.I - l ff.,
<br /> IXdpNAL SCALE IN INCHES MO'gy-�- 861Q/N 97'IV —B�
<br /> FOR REDUCED PLAN (%6)])3-8706 iAlt(918)]TS-6TOp .pl/Jlnl 4 ���. OR
<br /> aaw ,F - fffi0 8c ICN L CRP BNCENLBF M0.
<br /> 3 Bp JOB NU149ER:819.5 Sl fi LAtI SB(tN6 OIF 96R19M PII000M OS-17
<br />
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