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Notes: <br /> i . For complete R/W Data, see R/W Record Maps <br /> CURVE DATA <br /> at the County office. No L i ne R T L <br /> BC 500+49.52 <br /> EC 501+37.59 1 ' B' 2000' 9° 09 ' 04 " 160. 06 ' 319. 43 ' <br /> BEGIN CONSTRUCTION _ BC 503+07.34 307+00 BEGIN MBGR (WOOD POST ) 2 ' B' 2000 ' 90 09 ' 04 ' 160. 06 ' 319. 42 ' <br /> Sto 'B' 301+50.00 S 84� x1 ,51 E 3 _ 3 'SWI 50 ' 1000 55 ' 18 ' 60. 57 ' 88. 07 ' <br /> MEN� '�g9840 307+50 BEGIN AC DIKE (TYPE F ) " , <br /> Riw 4 SW 800 16 39 04 117. 07 232. 49 <br /> - - - - �p�.1 EASE POT 500+00.00 / EC 505+39.83 Q5 SE ' 1200' 11 ° 28 ' 58 ' 120. 65 ' 240. 50' <br /> o <br /> R/W - CONSRUC o = 'B'-3E35 .00♦00 <br /> µ + <br /> - m - -_ --- -- - <br /> OBJEC71 <br /> T MARKER <br /> (TYPE L=2) <br /> <, 505 <br /> +00 .- <br /> = . <br /> _ <br /> SECTION 36 - - <br /> N 0° 03 ' 20" W 00 - - - - - - a EXISTING JACK TONE ROAD <br /> SECTION 31 150. 00 • U <br /> - _ - <br /> ---- ; -- --- a� cv _ <br /> -- ---- �— + + Ln <br /> 00 = _ _ — __. — <br /> _ 600+00 F: _ -_— _ ___ _ N <br /> R/W N _ -- -- + cv <br /> ---- -- --- - <br /> �� • ° OS ' 44 . 2 '�' . <br /> 1 308. 68 , E + zo <br /> 18 / LINE <br /> POT 600+00.00 , O <br /> LEGEND z a <br /> --- --- TOE OF SLOPE R/W = w <br /> SURVEY MONUMENT AND BENCHMARK 605+00 5 N <br /> REMOVE <br /> SURFACING Found Section Corner (36, 31 , 1 , 6 ) - Top of steel plate stamped 307+00 BEGIN MBGR (WOOD POST ) <br /> AND BASE <br /> MATERIAL ' SURVEY MONUMENT " in monument well in centerline of Jack Tone Road TERMINAL SYSTEM ( TYPE SRT OFFSET=41 ) <br /> NEAR BNSF at Junction of Verndon Road. N 2144393. 5129 E 6376334. 5906 Elev=55. 664 SEE " REVISED STANDARD PLAN _ <br /> RR TRACKS Sto ' B ' 295+21 . 52 0. 06 LT RSP A77L " SHEET BC 605+37.62 <br /> BENCHMARK <br /> County Benchmark 29 - 2" Brass Disc at 39. 5 ' west of centerline of Jack Tone Road EC 607+78.11 <br /> CORNER ION at Junction of Verndon Road. N 2144393. 9856 E 6376295. 0107 Elev=53. 338 <br /> CORNESta / B ' 295+22. 03 39. 64 LT <br /> 4 <br /> U <br /> +J - - <br /> r- <br /> _ OD <br /> 90 - - <br /> w - o «7 - 90 <br /> -- <br /> o cn- <br /> 80 - <br /> N _ <br /> - w 80 <br /> - <br /> - PG <br /> _ - <br /> z U ; o _ <br /> _ <br /> O - _ • - <br /> U _ M - <br /> 70 - -mow <br /> oN { 70 <br /> 0 o css - +- <br /> , <br /> c _ 400'_V.C, Qw <br /> o _ - o <br /> bj <br /> LO <br /> ZQ <br /> 60 y <br /> N — _ <br /> OG _ (j w 60 <br /> I7 w <br /> — — <br /> _ _ <br /> 50 <br /> CD <br /> O tt7 <br /> O <br /> � - <br /> 40 _ , _ _ 2 3 <br /> + 41 W <br /> - oLj- <br /> _ <br /> - - <br /> _ _ o <br /> . � uM <br /> REGISTERED CIVIL ENGINEER <br /> g D,t <br /> - . ti z <br /> B L'; .NE PLANS APPROVAL DATE 'aJ` NO. C60254 <br /> Exp- 6-3" <br /> QUINCY ENGINEERfNG <br /> stotlon 2 3 4 305+00 6 7 8 9 310+00 1 Q <br /> Y <br /> , INC s < <br /> 3247 Ramos Circle qj� CIV1� ~ <br /> Sacramento, CA 95827 - 2512 OF CAl1F� u <br /> c <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE z <br /> JACK TONE ROAD SHEET TOTAL ~ <br /> 13 <br /> MIGNAs;L SANGNEZ 5/ 13/02 HORIZ : 1 "=50 ' LAYOUT N0 . 1 No. SHEETS W <br /> �, COUNTY OF SAN J OAQU I N GRADE SEPARATION <br /> JEt%t% 01.50N 5/02 KA(�6N TAl-MAN 5/02 3�i1ea �I / ,� /L VERT • 1 =10 3 41 <br /> FILE NAME DRAWER ISHEET N0. ACAD REVISIONS DATE <br /> 6065KLIO I . OGN <br />