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/ qLf -13 <br /> GIST COUNTY ROUTE POST MILES SHEET TOTAL <br /> TOTAL PROJECT NO. SHEETS <br /> 1Q Si 4 R18. 773/R19. 44 3 5 <br /> REFERENCE LIST <br /> [131 ] East Stockton Renewal Subdivision. Unit No. 1 , <br /> Mops and Plots. Volume 17 , Page 18, S. J. C. R. <br /> CurveAO Curve © Curve QE Curve QF <br /> [112] East Stockton Renewal Subdivision. Unit No- 2, <br /> Mops and Plots. Volume 17 , Page 19, S. J . C. R. Central Angle = 34.58' 01 " 44.35' 03" 44. 35' 03" 18. 37 ' 38" <br /> Radius = 570. 04' 280. 02' 220. 02' 630. 04 ' <br /> [R17 ] Grant Deed, Doc. No. 93024284 . S. J . C. R. Length = 347.89' 217. 89' 171 . 21 ' 204. 83' <br /> Tangent = 179. 55' 114. 80' 90. 20' 103. 33' <br /> Chord Bearing = N80. 16' 33"W N85. 05' 03"W S85005' 03"E S72.06' 21 "E <br /> Chord - 342. 52' 212. 44 ' 166. 92' 203. 93' <br /> LA <br /> �+ Line © N75. 19' 07"W 39. 86' <br /> N Line QD N43. 02' 06"E 38. 18' <br /> r -r <br /> Line © S17.42' 30"E 65. 00' <br /> �A Line 6519. 55' 30"E 154. 09' <br /> 0 v, " •^ U (^ �/ � , J�, J�J �00 L ine JO S72. 29' 49"ESet 24. 50S19.27' 30E.4 1778� at J � J <br /> -n N from calculated Line Q N83 49' 29-E 84. 82 <br /> w corner point. N <br /> °m° o PARCEL 12 0o Curve © Curve QN <br /> ao rn <br /> -+ o Central Angle = 8. 11 ' 28" 3.09' 38" <br /> m r Radius - 630. 04' 626. 04 ' <br /> m i °' �, Length = 90. 07' 34. 53' <br /> m U, i NEw 4 m Tangent = 45. 11 ' 17. 27' <br /> r �1 N Bco <br /> Chord Beor i ng = S85.30' 54 "E N81 .04 ' 27"E <br /> 0i�/►� FR E�T ofLn <br /> o Chord = 90.00' 34. 53' <br /> C D RA4 Y�y <br /> T O F SrT <br /> CARP N 93 eED E 00 ,� i SCALE: 1 " = 50' <br /> ATE oR4 T 02428 w m N 56 24 25 E , <br /> Ln <br /> Set 1 " r C4�O�R 4 FROM / /�`�, 1 . 6571 " '12' 37 "E 742. 42' - <br /> • I on pipe Nf -4 N <br /> at S19 45 28 E. '�• ' � � ' <br /> 4 . 77' from <br /> calculated ice; �O�'� ,��,� w �-N 71 . 12' 37 "E 641 .54 N 76.52'30" E 1 <br /> corner point. G 'v' �' ?0' / , • PARCEL 13 23. 70 <br /> --4i `Q�, -4 Ln DETAIL F <br /> `�'A,�, � � o A � NOT TO SCALE <br /> Ln 04�0 p \ •►� , 09 �Q �k u <br /> m Set 1 " Iron pipe ��� X <br /> at S19. 56' 57"E. <br /> LA N 4. 78' from - `c ,; � PARCEL 14 PARCEL 15 <br /> calculated <br /> w corner point. ;^- <br /> m H ^' SEE DETAIL G r <br /> J <br /> DETAIL G �� �Wrr cc' r <br /> NOT TO SCALE �'� `v� ..r r I <br /> © PARCEL 12 �� <br /> Nr <br /> © ANi P! Found, scr i bed ' +' s on top <br /> DETAIL o/r % r r r. <br /> - Nii ;M of curb (Myrtle Street <br /> NOT TO SCALE <br /> � Offset from North line of <br /> Myrtle Street ( as shown) <br /> Found Railroad ; N71 . 12' 37"E 2/ 302.36'--n. No Referenc11 e <br /> spike with punch 0 , , rr r <br /> 'N71 . 12' 37 "E Nrr � � <br /> murk in center, 279 . 79 � _180_59' � TIE •3 � + <br /> No Reference. SEE DETAIL 109 . 17 r i--`- 52 73 r8` 9 �,�-'E , 19. 82 <br /> S38. 49' 32"F�. Q. 85' J 285 . 39 279. 79' - r ,r --+ 19.78 <br /> from B. C. lR1 .' © X12. 60 , Distances shown in porenthesis ( ) are <br /> R=20. 00' N71. 12' 37"E 285. 39' r r i <br /> DELTA= � r r between chiseled crosses along offset <br /> • Found Railrod spike with r r <br /> 91 04 53 punch mark in center, MYRTLE STREET lines os Indicoted. 742. 42, <br /> L=3`1 .79' No Reference. O SEE DETAIL F N71 . 12' 37 "E <br /> [R1 ] S39. 35' 51 "E. 0. 8 from <br /> calculated E. C. �R1 ] . 641 . 54 � N 71 . 12' 18" E 658. 74' <br /> N71 . 12' 37"E N76 52 30 E 123. 70' <br /> N <br /> 601 <br /> STATE OF CALIFORNIA <br /> BUSINESS AND TRANSPORTATION AGENCY <br /> N N <br /> o r- r, r, .^ U r'1 r �1 I J�1 DEPARTMENT OF TRANSPORTATION <br /> N � r� �Nr ���� r�� .-� J DISTRICT 109 STOCKTON <br /> �� Ji�JJr �� n � RECORD of SURVEY <br /> mry <br /> SEE SHEET 1 OF 5 FOR LEGEND <br /> SHOWING A PORTION OF EAST STOCKTON RENEWAL SUBDIVISION, <br /> UNITS ONE AND TWO AND A PORTION OF BURKETT ACRES COMMUNITY. <br /> ALL BEING A PORTION OF SECTIONS 44 AND 55 OF C. M. WEBER GRANT, <br /> IN THE CITY OF STOCKTON. SAN JOAQUIN COUNTY,CALIFORNIA <br /> ALL DISTANCES SHOWN ARE GROUND DISTANCES <br />