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" 'ON i33HS a3M` 6(0 3VYVN 3-113 O (f) O cu fi CD REFER TO SHEETS 5 — 7 cant I Latrans count FOR BRIDGE RAILING DETAILS I I O�J 24' AC Trans 20' AC Trans 0.25' AC Overlay AC 40' Orans ACSTOrans 0.25' AC Overlay AC T Trans o 0 100' AC Trans �— 0.25' AC Overlay 1 I12 1 0.25' AC Overlay 0 n m � WZ) o o o o ■I 25' au o �° 0 30' X35' n 3 0 3 X100' 10'I r O 3 12 3 O CD p 0 CD 0 f o m 1 . 1 rD O O p N p p p 00 O F + F +cn O 00 1 • 1 Construction ] 0 0� � % ± _______: Existing Traffic Loops 0fA II To Remain (Typ) R I CD EP C EP R V) I Ito ? rn rn . BRIDGE 29C-162 J ' I • • (IIII CD rn a? a? BRIDGE 29C-161 • rn (__1 I_) rn _� . III rn __, rn r° = 749 = 750 751 752 759 '760 - — - - 76 762 = rn rn 805 806 807 I 80 II 809 810 811 ° °z (NOT PART OF PROJECT) a' °' (NOT PART OF PROJECT) o' a? 1..1 U o? I n o IIII rn ,, rn F EP EP o o I V N+O2 II RM N 3n A Z +A �. # o a o Z C-) m R M r I o o I —Existing Headwall and Crossdrains to remain (Typ) V W m + + 00 Remove existing MBGR. 0 EN1 C) VIRONMENTALLY I f SENSITIVE AREA i (Sta. 759+05 to Sta. 765+55) (Site: P-39-000075/CA—SJO-100/H) o �� o o l o Refer to Section 7 12' 11 ' of The Special Provisions. Construction - - — — - - - - - — — - - - — � R/W — 80 — - - - — - - - — — - - - — — — — o o Scale T._._._.�._._._._._._._._._.,.EP. .�:_._. Dwy Dwy 8'f Dwy _._._._._.Y.� a? BRIDGE 29C-161 � rn 75 760 761 762 763 764 765 (NOT PART OF PROJECT) o Dwy Dwy _._._.—.-._._._._.-._._ _._._._._ — — ---------- ....... _._. '._._.-':_._._._._. _._._._.—._._._._._. —'— L — — — — — — — — — — — — — — — — — — — — — — — — -EP - — — - — — — — — — -- — — — — — — — — — — — Temporary Fence (Type ESA) (Typ) M M X 0.25' AC Overlay 95' AC Trans i .25' AC Overlay 0 95' 0 0 0 > 110' AC Trans 0y 100' Place Driveways (Type G) > AC Trans Refer to sheet 2 for details.— a o 0°o 0 Exist. 16' Place 18" Dia. x 24 a3 3 X110' X255' X50' L.F. Reinforced Shop Building 000 p00 3 7 I Concrete Pipe m ? ao (Class IV) n N r o o 0 o p 1 � + I- + 0 0 o rn m N o00 + EP R=10' R=5' - m m N o --- N o (a a c" EP Cn (D 1 ° m BRIDGE 29C-160 _ _ - Q/ m . • I i • rn rn �O, CtI881 882 883 884 885 ' 917 918 1 919 940 X941 r 942 O� (NOT PART OF PROJECT) MINOR STRiUCTUIRE W-540 Cl) fi EP o - - - - - - - - EP—0' END CONCRETE z o N Construction (Sta. 941 +45) V; rrin 1 r M ENVIRONMENTALLY END OF PROJECT / SENSITIVE AREA (Sta. 902+00 to Sta. 915+00) (Site: P-39-000064/CA—SJO-260) Refer to Section 7 / of The Special Provisions. � Construction - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ,L'- - - - - - - - - - - - z - - - - -- - - - - - W 80 Not to Scale —• EP L 'f T' Dwy Dwy . 8 } 'fir— ._. ._ Dwy Dwy ------ Dwy Dwy —.,._._._.� IILjj 9 2 904 905 906 m I 907 908 909 912 913 914 9 5 m IRRIGATION STRUCTURE I 1 ._rJ------------------------------------ No 38465 _._._ ._. _._ _._ _.— '_ T _._._._ - - _._._ _. — _ _._._._._._ _._._._._._ — _.—fi •—.— — _ T•— - - - _ _._._._._._ - - _. ._ - - - - - - - - _.- - - - -•- -•- -•— —•_ .EP Q E)q 3-31-05 �Q w Lr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J qTF pFIY�p�\E�� o Temporary Fence (Type ESA) (Typ) Y 0 SCALE IN FEET 0 50 100 „200 300 Q Peter D. Martin z Registered Civil Engineer — v w DRAWN BY DATE 0 PROJECT ENGINEER DATE CH DATE APPROVAL RECOMMENDED DATE SHEET TOTAL a � ,{� COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN JACK TONE ROAD RESURFACING N0. SHEETS �v�t, Z1101°5 a-10 0� y!? .- -idovo % (State Highway Route 26 to Mariposa Road) 4 8 FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE a