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NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. CURVE DATA No. R d i T 1 3352.81 249'45' 1 82.79 If 165.556 10 SJ 1 132 1 1.5/4.9998;;; !�I%C REUJsIL qv M LNcINLtN 0UA I h/3 1 / 1-20-10 I/I F -------------- 12.900 Rt ------------------------------------------------- _------------- - _ ____ ____ ____ CIVIL ______ ---- +74 END MBGR y_______________________________________ R/W +54 END REMOVE _________________________ VINEYARD I AC DIKE ma AM SwErr. _HMA ___ _,. +52 BEGIN REMOVE 3.0 ASPHALT OMNI -MEANS LTD SAN JOAOUIN COUNTY ' - - AG DIKE - -_ - -_—_ " -- --' 3.0 943 RESERVE OR. 0100 1810 EAST HAZELTON m = -.-- - - _ - -- BEGNJ HMA -DIKE {APf C) -- -_ _ _' H'�- -1W ... _-------- ROSEVILLE, CA 95678 STOCKTON. CA 95205 _ = _ 6.7 -- ------- - _ ____ ____ -+6BEEGINdIBGR E 11B LAYOU o u w S 89'25'35" E 2906.168I IENO ANCHOR ASSEMELY (TYPE ___ _______ ________------------------------------------------- _____ ___ _________________ _______C______ ______ ________ _______ 7 J B +60.000 36 +02.000 w 1 ENO HMA DIKE (TYPE C) ______ "%" ________ _-_____ _C_ 3 40 1 BEGIN HMA DIKE (TYPE F) 35+88.982 EC HMA OVERSIDE DRAIN 7.8 1.5 , ______________________ ______________________ QYPE�___________ 3.6 -HM-A-DR - ]�. - +80000 END SAWCUT- i +50.619 BEGIN TAPER 6.7 Lt _ -- - - - _ jFOIITE-a 32- Rl _______________________________________________________________________________________12.9 A HA' -. —_. .. ... z _ --6.6 7.8 S 89'25'35" E "X" LINE 6.7 i ur 1.5 35 2906.168 1 36 3 z 7.8 F -------------- 12.900 Rt ------------------------------------------------- _------------- - _ ____ ____ ____ ______ ---- +74 END MBGR y_______________________________________ R/W +54 END REMOVE _________________________ AS BUILT �' ALL DIMENSIONS ARE IN METERS �� CONTRACT No. 10-2A7804 UNLESS OTHER`MSE SHOWN C.C.A. DATE 08/ 15/ 2014 0 R.E. NAME Juan R. Zuhiga LAYOUT SCALE: 1:500 L=2 IVE BORDER WALE 0 20 40 60 80 ORMIN IT; g CU 06257 EA 2A7801 _______________________________ _ ____ ____ ____ ______ ---- +74 END MBGR y_______________________________________ +54 END REMOVE _________________________ DIKE (TYPE F)---- I AC DIKE _HMA ___ Y - KE (TYPE F) END HMA DI 3.0 ASPHALT ' - -J,g _ _ _ _ - _CONIC- - ... .. -. _-.._—__..__.__— ASPHALT 3.0 _.. -.-- - - _ - yyg ROUTE -132 _ - _ _ _ _ _ _ +53.300 BEGIN SAWCILt + + w _ _ _ _ 6.7 u S 89'25'35" E 2906.168I "X" I 7 J B +60.000 36 +02.000 w 1.5 HMA OVERSIDE DRAIN 3 40 HMA OVERSIDE DRAIN 7.8 1.5 , 3.6 3.6 EB ROUTE 132 o i +50.619 BEGIN TAPER Rl _______________________________________________________________________________________12.9 AS BUILT �' ALL DIMENSIONS ARE IN METERS �� CONTRACT No. 10-2A7804 UNLESS OTHER`MSE SHOWN C.C.A. DATE 08/ 15/ 2014 0 R.E. NAME Juan R. Zuhiga LAYOUT SCALE: 1:500 L=2 IVE BORDER WALE 0 20 40 60 80 ORMIN IT; g CU 06257 EA 2A7801