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Sta 27+59 Foppiano Lane= <br />Sta 10+00 Leale Avenue <br />Sta 27+11 ± R & R 32 LF of <br />12" CSP to existing FL <br />elevations. Place Controlled <br />Low -Strength Material (Slurry <br />Cement Backfill) (Varied Depth) <br />to 0.30' below existing surface. <br />0.25' HMA (Type A) Overlay <br />\ 15' 13' 0.25' Exist DI & <br />Conform connection to <br />Sta 10+87I remain in place <br />W <br />z Exist 12" CSP <br />'n Cross Drain to <br />r - <br />Q ■ remain in place. <br />W <br />J 0.00' <br />R \ R __________________®___ <br />27 t FOPPIANO LANE <br />Place 100'± Graded Ditch (See <br />Ditch Detail on Sheet 2) <br />0.25' HMA (Type A) Overlay <br />1L <br />Sta 40+05± Place 56• LF of <br />12" CSP to existing FL <br />location and elevation on N <br />side and 0.1' lower on S side <br />Place Controlled Low -Strength <br />Material (Slurry Cement <br />Backfill) (Varied Depth) to <br />0.30' below existing surface. - <br />Sta 39+76 Foppiano Lane= <br />Sta 10+00 Bennett Drive <br />+, R <br />39 <br />o <br />a� <br />2 <br />��3 <br />i <br />o I <br />j <br />Exist 12" <br />CSP Cross <br />Drain to <br />remain in <br />�I z <br />place. <br />LLj <br />®I <br />13' 15' <br />Conform <br />jj <br />Sta 10+50 <br />00 <br />R <br />0.00' <br />Ln <br />- +1 <br />aD <br />40 <br />07 <br />Place 1 00 ± Graded <br />Ditch (See Ditch Detail <br />on Sheet 2) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />NO SCALE <br />DATE I CHECKED <br />Sta 36+45 <br />Foppiano Lane= <br />Sta 10+00 <br />Meath Drive <br />EP <br />EPJ <br />Place 100'± Graded <br />Ditch (See Ditch <br />Detail on Sheet 2) <br />Sta 28+05± R & R 33 LF of <br />12" CSP to existing FL <br />elevations. Place Controlled <br />Low -Strength Material (Slurry <br />Cement Backfill) (Varied Depth) <br />to 0.30' below existing surface. <br />R & D 19± LF of Existing <br />10" RCP Cross Drain to EP. <br />PIS & Abandon Remaining <br />Existing 10" RCP Cross Drain. <br />Payment for this work is to <br />be included in the Clearing <br />& Grubbing bid item of work. <br />PLAN <br />DATE <br />Com.1C 'ilhams6n I 06/19 1 n ; l/✓� 17! Z 0/1 1 I !• � S 5 a S I`� I ZO' i 1 <br />15' 15' <br />Conform j' <br />Sta 10+92 I� <br />Cou y <br />o r <br />■ <br />Q <br />Const <br />Uj <br />RR 41 <br />a� <br />3 <br />O <br />37 <br />- - ►— - - - -�-� cn <br />Sta 36+72± Remove 42 LF of <br />existing 10" CSP & Place 42 <br />LF of 12" CSP to existing FL <br />elevations. Place Controlled <br />Low -Strength Material (Slurry <br />Cement Backfill) (Varied Depth) <br />to 0.30' below existing surface. <br />RECORD .D 11r 1Nw <br />Corrections By /fur!y <br />No Cha i3y <br />Doe <br />Any Penson Using This Drawing Should VerMy <br />Alf Information By Inspecting The Site Of Work <br />FOPPIANO LANE RESURFACINGI Sheet No. <br />(100' E/0 N 99 FRONTAGE RD (E) TO CCTC RR) 4 of 8 <br />