Laserfiche WebLink
a� <br />0 <br />Q <br />w <br />1 <br />LiJ <br />WING WALL 1 LOL <br />ti <br />0J~ WING WALL 3 LOL <br />P <br />Cx� <br />PI _VR 5+60.00 <br />PI "VR" 6+30.00 _ <br />5+00q BRIDGE _ q VICTORY RD _ — — _ 6+00 — _ — _ — "VR" LINE <br />�— N 10 18'22" W N 1024 49" W <br />N 0°57`18" W <br />STA 5+78.25 <br />RW02 LOL <br />$" B-1 <br />RET WALL 2 LOL <br />150 <br />Elev. 145.0' <br />140 s 2' <br />F-4-1-2. <br />130 <br />120 <br />110 <br />100 <br />"VR" LINE <br />5+00 <br />PLAN <br />1 "=10' <br />STA 6+16.12 <br />WING WALL 4 LOL <br />Ln <br />Ln <br />L <br />v <br />In <br />N C3i N <br />B-1 <br />Elev. 145.0' <br />® SILTY SAND (SM); loose; brown; moist. <br />PPI 7 C <br />CCI \/ —1 A) n,� <br />� w r <br />211 2.5 <br />V ELEV. =136.0 to <br />6-24-11 <br />2s 2.s <br />40 12.5 <br />35 2.5 <br />f 38 1 2.5 <br />��ww• �wwww <br />• v1' ivv.ay. <br />SANDY SILT (ML); very stiff; brown; wet; PP=2.6 tsf. <br />PA <br />-Lean CLAY (CL); very stiff; brown; wet; low to medium plasticity fines; PP=3.1 tsf; UC=2.7 tsf. <br />Ue <br />Po Hard; PP>4 tsf. <br />SILT with SAND (ML); hard; brown; wet; PP>4 tsf. <br />06-24-11 <br />Terminated at Elev 115.0 <br />ERi = 60% <br />SILTY SAND (SM); medium dense; brown; wet. <br />6+00 <br />06-24-11 <br />Terminated at Elev 80.0' <br />ERi = 60% <br />Notes: <br />Standard Penetration Test Sampler: I.D. = 1.4"; O.D. = 2" <br />Modified California Sampler: I.D. = 2.5"; O.D. = 3" <br />Hammer Assembly. A 140 lb hammer with a 30" drop <br />(Automatic Hammer) <br />This LOTB sheet was prepared in accordance with the <br />Caltrans Soil & Rock, Logging, Classification, and <br />Presentation Manual (2010) <br />See Caltrans 2010 Standard Plans A10F, A10G and A10H <br />for Soil and Rock Legend Sheets. <br />Base Map was provided by Nolte Vertical Five. <br />All dimensions are in feet unless otherwise shown <br />Vert. : 1 " = 10' <br />Hor. : 1" = 10' <br />SILTY SAND (SM); very loose; brown; moist. <br />11x1. <br />CLAYEY SAND (SC); medium dense; brown; wet. <br />SANDY SILT (ML); stiff; tannish brown; wet; PP=1.6 tsf. <br />Lean CLAY with SAND (CL); hard; brown; wet; low to medium plasticity fines; some CLAYEY SAND; PP>4 tsf. <br />SILTY SAND (SM); medium dense; brown; wet; medium SAND. <br />Medium to fine SAND. <br />SANDY SILT (ML); very stiff; brown; wet; fine SAND. <br />PP=3 tsf. <br />SILTY SAND with GRAVEL (SM); very dense; yellowish brown; wet. <br />SANDY lean CLAY (CL); very stiff; brown; wet; low plasticity fines; PP=3 tsf. <br />PP=2.75 tsf. <br />Lean CLAY (CL); very stiff; brown; moist; low to medium plasticity fines; PP=2.5 tsf. <br />7+00 RECORD DRAWNG <br />Corrections By <br />NoChan es By84 <br />Date /I?- t _.-.__- <br />Any Person Using This Drawing Should Veri tl w <br />All Information By Inspecting The Site Of V:' <br />150 <br />140 <br />130 <br />120 <br />110 <br />100 <br />N V 5 <br />MOLTE VERTICALFIVE <br />2495 NATOMAS PARK DR, FOURTH FLOOR, SACRAMENTa CA. 95833 <br />916.641.9100 TEL 916.641.9222 FAX WWW.M.COM <br />OUNTY <br />ROUTE <br />POST MILES <br />TOTAL PROJECT <br />SHEETTOTAL <br />No <br />SHEETS <br />� <br />SJ <br />LOCAL <br />NN <br />wUjz__j <br />•— <br />3/30/17 <br />FkEGISTEREXGE0TECHNICAL <br />ENGINEER DATESjo�GARY <br />Q <br />U <br />U) <br />PARIKHrn <br />No.G.E. 666 <br />rn <br />APPROVAL DATE 12/31/17 <br />� <br />The County of Son Joaquin or its officers or agent GEOTECHNICA <br />f- <br />shall not be responsible for the accuracy or s/4� �P <br />completeness of electronic copies of this plan sheet. OP CALl <br />Ir <br />PARIKH CONSULTANTS, INC. <br />2360 QUME DRIVE, SUITE A <br />0 <br />SAN JOSE, CA 95131 <br />a_ <br />Notes: <br />Standard Penetration Test Sampler: I.D. = 1.4"; O.D. = 2" <br />Modified California Sampler: I.D. = 2.5"; O.D. = 3" <br />Hammer Assembly. A 140 lb hammer with a 30" drop <br />(Automatic Hammer) <br />This LOTB sheet was prepared in accordance with the <br />Caltrans Soil & Rock, Logging, Classification, and <br />Presentation Manual (2010) <br />See Caltrans 2010 Standard Plans A10F, A10G and A10H <br />for Soil and Rock Legend Sheets. <br />Base Map was provided by Nolte Vertical Five. <br />All dimensions are in feet unless otherwise shown <br />Vert. : 1 " = 10' <br />Hor. : 1" = 10' <br />SILTY SAND (SM); very loose; brown; moist. <br />11x1. <br />CLAYEY SAND (SC); medium dense; brown; wet. <br />SANDY SILT (ML); stiff; tannish brown; wet; PP=1.6 tsf. <br />Lean CLAY with SAND (CL); hard; brown; wet; low to medium plasticity fines; some CLAYEY SAND; PP>4 tsf. <br />SILTY SAND (SM); medium dense; brown; wet; medium SAND. <br />Medium to fine SAND. <br />SANDY SILT (ML); very stiff; brown; wet; fine SAND. <br />PP=3 tsf. <br />SILTY SAND with GRAVEL (SM); very dense; yellowish brown; wet. <br />SANDY lean CLAY (CL); very stiff; brown; wet; low plasticity fines; PP=3 tsf. <br />PP=2.75 tsf. <br />Lean CLAY (CL); very stiff; brown; moist; low to medium plasticity fines; PP=2.5 tsf. <br />7+00 RECORD DRAWNG <br />Corrections By <br />NoChan es By84 <br />Date /I?- t _.-.__- <br />Any Person Using This Drawing Should Veri tl w <br />All Information By Inspecting The Site Of V:' <br />150 <br />140 <br />130 <br />120 <br />110 <br />100 <br />N V 5 <br />MOLTE VERTICALFIVE <br />2495 NATOMAS PARK DR, FOURTH FLOOR, SACRAMENTa CA. 95833 <br />916.641.9100 TEL 916.641.9222 FAX WWW.M.COM <br />Cr10 <br />Y <br />L) <br />U <br />.� W <br />Q __D <br />a 0 <br />0 <br />W Z <br />1 W <br />V) <br />0. C.D <br />W W Z <br />0 U <br />Q <br />Of <br />___j 0 <br />M <br />W F_ <br />V) <br />UjW <br />(-D <br />O LL_ <br />r O <br />M <br />C:)O <br />J <br />Q <br />r 0 <br />z <br />0 <br />z O <br />5 � <br />o U <br />a <br />0 <br />a <br />V <br />SHEET NO. <br />27 <br />(_l F <br />27 <br />W <br />J <br />Q <br />U <br />` <br />se <br />� <br />` <br />_0 <br />1 <br />NN <br />wUjz__j <br />•— <br />Q <br />U <br />U) <br />0 <br />CC <br />Z <br />� <br />f- <br />Q <br />Ir <br />CC <br />0 <br />W <br />a_ <br />_ <br />> <br />Cr10 <br />Y <br />L) <br />U <br />.� W <br />Q __D <br />a 0 <br />0 <br />W Z <br />1 W <br />V) <br />0. C.D <br />W W Z <br />0 U <br />Q <br />Of <br />___j 0 <br />M <br />W F_ <br />V) <br />UjW <br />(-D <br />O LL_ <br />r O <br />M <br />C:)O <br />J <br />Q <br />r 0 <br />z <br />0 <br />z O <br />5 � <br />o U <br />a <br />0 <br />a <br />V <br />SHEET NO. <br />27 <br />(_l F <br />27 <br />se <br />Co <br />NN <br />N <br />v <br />4 <br />z <br />z <br />J <br />D <br />O <br />0 <br />z <br />W0 <br />Z <br />Z <br />Y <br />� <br />: <br />U <br />0� <br />(n <br />Q <br />W <br />U Q <br />Wcr <br />= <br />W <br />0 <br />0 <br />U <br />Q:�0 <br />0 <br />z <br />U <br />Q <br />z <br />0 <br />U <br />Cr10 <br />Y <br />L) <br />U <br />.� W <br />Q __D <br />a 0 <br />0 <br />W Z <br />1 W <br />V) <br />0. C.D <br />W W Z <br />0 U <br />Q <br />Of <br />___j 0 <br />M <br />W F_ <br />V) <br />UjW <br />(-D <br />O LL_ <br />r O <br />M <br />C:)O <br />J <br />Q <br />r 0 <br />z <br />0 <br />z O <br />5 � <br />o U <br />a <br />0 <br />a <br />V <br />SHEET NO. <br />27 <br />(_l F <br />27 <br />