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Notes= <br /> 1 . For complete R/W Data. see R/W Record 0 ■�■I�� <br /> Maps at the County Office. ,� w <br /> o U COUNTY7BENCHMARK 28,: 6 1/4SECTION CORNER MONUMENT <br /> 2 � LEV=57. 089 tCOUNT63 13. 0374 = N 2 147038. 934,3 E 6376332. 0877' QPOT 00+00.00 Q� <br /> /Dq1' <br /> N 214,6448. 8801 E 63- Y ELEV=56. 908 ) ELEV=59. 064 b '0 322+21 BEG 1,1 ( TY PE ,F ) <br /> __ _ (TYPE-.-N) AND ON.E , W31 <br /> fl WITH TWO OBJECT MARKERS BEGIN BGR (WOOb POST ) <br /> EC 801+30.89 <br /> 314 +56 END AC D1�KE {TYPE -F ) ' _,��� w TWO BARRICADES. EACH <br /> � REMOVE SURFACING NG AND ����MATERIAL <br /> 1DE-�J GN '' <br /> END MBGR (WOOD P��') o � <br /> ° BASE MA ER I AL `' BC 800+00.00 <br /> (SEE CO . STRUCT`I QIP" rA I LS NO. 1 ) <br /> Ln <br /> - REMOVE 40--LFRY .37''.'."1�)'3`3" E _ , - ` _ --- <br /> POT-611*79. 3a V <br /> QUADGUARD EXISTING JACK TONE ROAD SECTION 36 <br /> LID <br /> SECTION 3 I � ' NW' L N <br /> - _ - -EC_ .611_*24_.14 _ _ o - M <br /> r _ <br /> - 10+87,03 --- - ---- + <br /> T �- N <br /> OBJECT MARKER v ` 4^ BENCHMARK (TBM 21 ) ----- // • _ -___ __ --_ V-- <br /> (TYPE P) 8 N ,�81° 33' 42'° W N 21 46846. 8357 E 6376391 . 8220 � // 6 m p <br /> r , <br /> m 29.48' ELEV=56. 53 _. _ w a <br /> + �+ + <br /> 0o ' 13' LINE N 0° 03 ' 20" W J „� <br /> W a +1401 v <br /> Z J <br /> LLJ <br /> W <br /> Ld <br /> / Q <br /> V) PO 610+57.55 R/W ,PER 'ANS � J----- �/ OBJECT MARKER (TYPE P) � <br /> N 7 22' 01" W JACK TONE ROAD E6 SEM ' T � � BC 701+2;:1:7 321 +91 BEGIN MBGR (WOOD POST ) <br /> Q) 22. 6i' BRIDGE AND OVERHEAD VVER "42R ��� 9 <br /> ' SE ' LINE BRIDGE N0. 29C-0411 „ <br /> E 610+34.98 N 0 03 20 W 15 5.6 3705+00 <br /> 7 SEE STRUCTURE PLANS <br /> - _ -�'- - ----- ,/ - - IR/14 <br /> R/W CONSTRUCTION EASEMENT 7 - <br /> 3I4 +50 END AC DIKE (TYPE F > f BC 704+21.66 EC 707+64.45 <br /> SBC 60 +52�� 7 ' EC 702+66.03 <br /> 313+50 BEGIN AC DIKE ,(TYP F ) END MBGR (WOOD POST ) , " CURVE DATA <br /> SEE CONSTRUCTION NO . Line R T <br /> ' DETAILS NO. 2 L <br /> F, 6 ' B' 2000 ' 90 09 ' 04 " 160. 06' 319. 43 ' <br /> > ' SE ' 63 ' 75° 18 ' 41 " 61 ' 81 ' <br /> , SE' 00 ' 2 1 ° 1 5 ' 45 " 77 ' 1 1 ' <br /> 48. 82. <br /> 100 37. <br /> 8 I 18. <br /> / NE / 60 ' 1 31 ° 38 ' 28" 133. 63 ' 137. 85 100 <br /> - <br /> 320+00.00 <br /> ob ' NE ' ° " , <br /> _ _ . _ ® 1800 I0 54 41 171 . 91 342. 27 -- <br /> rn. ISO Elev ,103,45 <br /> 1,600' V.C. m Q NW' 1200' 6° 14 ' 59" 65. 51 ' 130. 89 ' <br /> 90 - + <br /> _ _ <br /> m <br /> > - <br /> _ m <br /> o- <br /> o W 90 <br /> J _ <br /> _ - <br /> W � <br /> 80 �' - - <br /> W - z 80 <br /> w o <br /> 70 In <br /> N - _ FsJ <br /> ,o B.NSSF RAdLRQRfl __ J I 7O <br /> NORTH; FORK OF - _ _ T01�__0� RAIL = 40 �- Uj <br /> M - 60 Q to <br /> 60 - <br /> _ _ _ - , t1fifi1�EJOi-1NSC1�EE1� <br /> W <br /> - 60 <br /> - <br /> z -_ - <br /> - - GG <br /> 50 Q - <br /> _ 50 <br /> 40 - _ _ _ _ - . - 325+00 6 a <br /> _ - <br /> REGISTERED CIVIL ENGINEER A. 1� <br /> B _ I NE PLANS APPROVAL DATE <br /> _ S <br /> - - No. C60254 <br /> Station 4 315+00 6 7 8 9 + QUINCY ENGINEERING, INC J' <br /> 3 2 0 0 0 1 2 3 4 Exp. 6-30 04 a <br /> 3247 Ramos Circle 9� CNI� � <br /> Sacramento, CA 95827 - 2512 OF CACWI, w <br /> 7E <br /> Q <br /> DRAWN BY DATE z <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE_ JACK TONE ROAD SHEET TOTAL <br /> MIGNAE� SANGNEZ 5/ 13/02 COUNTY OF SAN J OAQU I N HORIZ : 1 =50 LAYOUT NO - 2 2 NO. SHEETS w <br /> JEF>% 01.50N 5/02 KA(�>iN TATMAN 5/02 & �� !/� a i(/� 1io s/��Z VERT : 1 /1 GRADE SEPARATION 4 41 <br /> FILE NAME DRAWER ISHEET NO. 1 ACAD REVISIONS I DATE <br /> 508581.02. OGN r <br />