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i <br /> R/W <br /> EC 501 +37. 59 ' SWI - <br /> _ MENS 61 . 25 60. 61 ,< <br /> ON <br /> t G , SW ' L IN EX I ST I NG ; JACK TON ROAD <br /> BC 500+49. 52 ' S <br /> j <br /> W' E 6 35, <br /> q4• E CONTOUR GRAD NG px <br /> 461 . 45 BETKEN ' NE` LINE <br /> - AND ;8NSE" RR TRACK <br /> 60. 61 - <br /> EC +44. 70 ' SW' 6 I . 50 61 . 90 <br /> EC +44. 70 ' 'SW <br /> 59 <br /> 10. 00 LT <br /> R/W <br /> 10. 00 RT <br /> +44. % PERMANENT - <br /> RP 70 ' SWI 3 +44. 70 ' SW' <br /> 35. 00 LT <br /> 2 v- 35. 00 RT r "' <br /> M <br /> VE R <br /> 2R. <br /> 60. 31 ° 3 BC +34. 23 ' B ' r , <br /> i <br /> 304+0020. 00`n 61 . 00 20. 00 LT <br /> BC +65. 77 IB - <br /> 6 <br /> „ <br /> 20. 00 LT 30 <br /> 0 <br /> I <br /> BLINE <br /> 308, X20+00.� 1+00 . <br /> 1 <br /> 00 22+ 0 <br /> Y <br /> B" L'1 NE <br /> ' 13' 305+00 POC = <br /> ' SW' 500+00 POT <br /> r <br /> 55. 00 <br /> _ ____ BC 701 28. 1 7 ' NEI <br /> ' SW ' LINE - INTERSECTION APER �l ,- <br /> ' S 0; <br /> �t SER <br /> 8 <br /> 9; <br /> ' ' f 4 54. 44 <br /> R/W-1 55. 10 <br /> EC 702+66.03 'NE' <br /> 810.0 �NSTR�C� C7bk'. 99. 67 54 . 39 <br /> N 6° 8' 19" W 0 ��N Fq RT <br /> NW' LINE SFNT 55. 60 9 703+00 <br /> 56. Q1J POC 702+37. N 00 03 ' 20" W <br /> 7 EC 810+65. 26 ' NW' �. �-____ _ 55. 80 <br /> >✓ONS TRUCT 11/,O ! ' 54 . 71 <br /> BASEMENT , <br /> i= . ' R/W <br /> BC 809+81 . 26 ' NW' 59. 10 <br /> 58. 70 <br /> EC +70. 26 ' NW' EC +70. 26 ' NW' ' NE ' LINE - FIELD ACCESS AREA <br /> 10. 00 RT 10. 00 LT <br /> RP + 70. 26 ' NW' w +70. 26 / NW' RP <br /> 35. 00 RT o 35. 00 LT <br /> v <br /> %2 %2 CURVE DATA <br /> BC +65. 00 ' Bl 5 BC +35. 00 IBI L <br /> 20. 00 LT c 6 20. 00 LT No . Line R T Z <br /> 1 ' B ' 2000' 90 09 ' 04 " 160. 06 319. 43 ' <br /> 60. 02 59. 69 z + 58. 97 \158. 59 - - _ ° " Q <br /> Q 25 89 01 10 24. 58 38. 84 <br /> 334+00 335 00 336+00 3 - - - 25 ' 89° 01 ' 10" 24. 58 ' 38. 84 ' w <br /> 4 ' SW' 50 ' 100° 55 ' 180 60. 57 ' 88. 07 ' V) <br /> Lij <br /> ' B ' LINE (5 - - - 25 ' 900 00 ' 00" 25. 00' 39. 27 ' Q <br /> © - - - 25 ' 90° 00' 00" 25. 00' 39. 27 ' o <br /> (7 <br /> / NW/ 50' 96° 1 4 ' S9" 55. 77 ' 83. 99 ' REGISTERED CIVIL ENGINEER �oFASSIO,w,,� 0 <br /> ® /NE ' 60 ' 13 I ° 38 ' 28 " 133. 63 137. 85 ' <br /> ' B' 335+00 POT 100' 750 20 ' 13 77. 20 ' 13 I . 49 ' S� o2- <br /> ' NW' <br /> o <br /> � ' NW' 8 I I + 15. 26 POT PLANS APPROVAL DATE �' <br /> No. C60254 <br /> * Exp. 6-30-04 * Y <br /> QUINCY ENGINEERING, INC �' u <br /> LINE - INTERSECTION 3247 Ramos Circle �� CIVI+ �� <br /> Sacramento, CA 95827 - 2512 OF CALlF� w <br /> DRAWN BY DATE z <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE CONSTRUCTION SHEET TOTAL ~ <br /> MIGHAEI, 6ANGHEZ 5/ 13/02 COUNTY OF SAN JOAQU I N JACK TONE ROAD <br /> JEFF 01.50N 5/02 KAf�EN TATMAN 5/02 �� � � '/x/02 �l ,�k� slz�oz 1 "=20 ' DETAILS NO - 2 GRADE SEPARATION "o. SHEETS o <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> 9 41 <br /> 6065RG5)2. 0GN <br /> I <br />