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Notes: <br /> I . For complete R/W Data, see R/W Record Maps SURVEY MONUMENT <br /> at the County Office. <br /> TERMINAL SYSTEM (TYPE SRT OFFSET 4 ' ) Found Section Corner ( 25, 30, 36, 31 ) - Top of bolt <br /> SEE " REVISED STANDARD PLAN BC 809+81.26 and washer in monument well in centerline of <br /> RSP A771_ " SHEET Jack Tone Road approx. 2734 ' north of RR crossing. <br /> 333+00 END MBGR (WOOD POST ) N 2149689. 7753 E 6376329. 5176 Elev=57. 134 <br /> EC 810+65.26 Sto ' B ' 348+ 31 . 07 0. 00 RT <br /> 328 +40 END AC DIKE (TYPE F ) R/W _— ----"— &0"'00 \\ N 89° 56' 40" E <br /> _----- END CONSTRUCTION <br /> __-- --_ --_-- �� 5a 0Q\ Sta 'B' 338+00.00 <br /> 805* 0 _ POT 811+`f& 26 CONSTRUCTION EASEMENT <br /> ' NW' 1 N 7 4 1 = 'B' 335+00.0 � Cn <br /> OBJECT MARKER R/W <br /> _ - -(TYPE _E <br /> -- - - <br /> - - <br /> LO <br /> N - - _ _ - - + - - N 0 502 47 0 W C - SECTION 36 <br /> M o _ - SECTION 31 <br /> 90 12 715+00 _ ; . - <br /> o , B' <br /> LINE N 308. R/W oJAQ 7R1 - <br /> w Q — `+' Lr' Cv <br /> Z _j POT 716+25.86 M <br /> R/W <br /> 14 <br /> vwi 710+00 NE, LANE 334 +50 END AC DIKE (TYPE E ) <br /> ~a CURVE EC 714+56.08 E DATA <br /> BC 711+89.15 333+00 END AC D 1 KE (TYPE F ) NO. L i ne R T L <br /> BEG I N AC DIKE (TYPE C ) B ' 2000 ' 9- 09 ' 04 " 160. 06 ' 319. 43 ' <br /> 333+00 END MBGR (WOOD POST ) ® ' NE ' 1600' 9" 33 ' 32 " 133. 78 ' 266. 93 ' <br /> 328+00 BEGIN AC DIKE (TYPE F ) ® <br /> / NW/ 50 ' 96" 14 ' 59 " 55. 77 ' 83, gg � <br /> ® 333+63 END AC DIKE (TYPE C ) <br /> BEGIN AC DIKE (TYPE E ) <br /> N o - <br /> 90 © _ - <br /> _ <br /> o a} <br /> r _ <br /> + _ _ -_ <br /> _ - <br /> 90 <br /> ao >_ - <br /> ' x <br /> N _ U - <br /> M - <br /> 80 <br /> to _ - <br /> - - - - <br /> + N _ O � p- <br /> - - <br /> - <br /> cD p - - fl `f --; <br /> �.. 80 <br /> Z: ( } 3.00 _ o d _ > _ _ o <br /> PG - o <br /> 70 - <br /> LU <br /> _ - ` > <br /> p _. <br /> liJ _ _. W _- - O � cV _ - <br /> Z Q - - _- - 1- _ - - O _ <br /> - _I J 400' V.C. Otn O � <br /> 2 - - , + O <br /> 70 <br /> 60 -c� - ,. > + - <br /> __ <br /> 00 <br /> Q - -- - OG - - <br /> -- T — - <br /> ( 60 <br /> 0.44 <br /> 50 - _ - <br /> - - - <br /> GO <br /> - -© �n <br /> o - - <br /> - - - - - - z <br /> _ - Q o <br /> a� <br /> - O _ <br /> [60 <br /> 50 <br /> 40 - __ - <br /> + W <br /> Li <br /> - - w <br /> a <br /> CD <br /> - G( /t a <br /> REGISTERED IVIL EN (NEER <br /> < - STE EDC G <br /> O�FESSIay� <br /> ' L I-1-E <br /> __.- __ Z <br /> Statlon 7 8 9 330+00 1 2 3 _ <br /> PLANS APPROVAL DATE No. C60254 <br /> 4 335+00 6 7 QUINCY ENGINEERING, INC s Ems. s-3o-a <br /> 3247 Ramos Circle q CIV1E �~� a <br /> Sacramento, CA 95827 - 2512 �� CAL1FI� <br /> DRAWN BY DATE a <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE z <br /> M I GNAEI SANGNEZ 5/ 13/02 COUNTY OF SAN J OAQU I N �� SHEET TOTAL <br /> JEfr>% 01.50N 5/02 KAREN TATMAN 5/02 > s/�1 � /� �o ��� HORIZ : 1 =5o LAYOUT N0 . 3 JACK TONE ROAD N0. SHEETS w <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATEh o2 VERT : i "=1 0 ' GRADE SEPARATION 0 <br /> 5 41 11 <br /> 5085R�03. oGN a <br />