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3 0 a 10 11 RECORD OF SURVEY PLSS CORNER ESTABLISHMENT: 12 M28 8c PC28 ---___�,, M6 & PC6 FOUND AND ACCEPTED AT RECORD POSITION PER R15 BEING A PORTION OF SECTION 23, A M7 & PC7 FOUND AND ACCEPTED AT RECORD POSITION PER R15 TOWNSHIP 1 SOUTH, RANGE 7 EAST, M19 & PC19 FOUND AND ACCEPTED AT RECORD POSITION PER R11 MOUNT DIABLO BASE AND MERIDIAN, M18 & PC18 FOUND AND ACCEPTED AT RECORD POSITION PER R14 14 13 SEE NOTE #3 SAN JOAQUIN COUNTY, CALIFORNIA. A M10 & PC10 POSITIONS ESTABLISHED AND ACCEPTED FROM R13 (THIS SHEET) M8 & PC8 POSITIONS ESTABLISHED AND ACCEPTED FROM R11 M22 & PC 22 FOUND AND ACCEPTED AT RECORD POSITION PER R13 PREPARED BY: M30 & PC30 FOUND AND ACCEPTED AT RECORD POSITION PER R12 141 - 1 3 KJELDSEN , S KNOCK & NEUDECK INC. CIVIL ENGINEERS AND LAND SURVEYORS STOCKTON, CALIFORNIA DECEMBER 2009 M27 8c PC27 SHEET PURPOSE B 0-) PROVIDES DETAILS OF DOUBLE PROPORTION CALCULATIONS USED TO DETERMINE THE POSITION OF THE SECTION CORNER COMMON TO e SECTIONS 13, 14, 23 AND 24. U d, L co 0:� U N � L N _ 0� U p-) O r� O Cfl O N C 0 O SEE NOTE #2 0 (THIS SHEET) O SEE NOTE #5 (THIS SHEET) 15 14 14 13 79.80 CH 5266.44 (CR R19) 79.96 CH <5276.98'>(CR R19) D -- 39.90CH 2633.22' CR 14 2632.34'(C) [(39.90/79.88)*5269.75'] �- 2637.51 '(C) [(39.98/79.88)*5269.75] 13� 18 ( R 19) —� ------ 39.90CH 2633.22 (CR R 19) ---- ---- 39.98CH 2638.49' CR R 19 13 C=am ( ) D 24 - - M11 8c PC11 22 23 23 24 M9 & PC9 23 I 5269.86'(M) STRAIGHT LINE DISTANCE BETWEEN CORNER AND ALIGNMENT OF 1/4 SECTION LINE 24 19 SEE NOTE #1 79.88CH(CR) [39.90CH+39.98CH] (THIS SHEET) M26 8c PC26 M6 8c PC6 cn M34 8c PC34 wryo E z 'J--' 0-)J of � � 0 T_ r E = U U CE U — 0-)af U NOTE #1 : ALIGNMENT OF NORTH—SOUTH 1/4 LINE NOTE #4: THE Y4 SECTION CORNER COMMON TOo- 00 OF SECTION 23 AS ESTABLISHED ON THIS SURVEY SECTIONS 23 AND 24 AS SHOWN ON SHEET #6 ~ N u USED TO DETERMINE A POINT ON THE STRAIGHT m U HELD IN CONJUNCTION WITH THE Y4 CORNER LINE BETWEEN THE SECTION CORNER COMMON TO COMMON TO SECTIONS 13 AND 14 TO CONTROL o W _ -1- N SECTIONS 14, 15, 22, AND 23 AND THE 1/4 THE NORTHING OF THE SECTION CORNER COMMON . 70 _ SECTION CORNER COMMON TO SECTIONS 13 AND TO SECTIONS 13, 14, 23, AND 24. f < 00 N 00 24. THIS POINT WAS USED IN CONJUNCTION WITH NOTE #5: THE Y4 SECTION CORNER COMMON TO � 000 = � THE Y4 SECTION CORNER COMMON TO SECTIONS 13 SECTIONS 13 AND 24 AS SHOWN ON SHEET #7 0 AND 24 TO CONTROL THE EASTING OF THE HELD AS EAST ANCHOR OF A STRAIGHT LINE 0 F SECTION CORNER COMMON TO SECTIONS 13, 14, ANCHORED ON ITS WEST END BY THE SECTION 0 24 AND 23. 00 CORNER COMMON TO SECTIONS 14, 15, 22, AND NOTE #2: THE SECTION CORNER COMMON TO 23. THIS STRAIGHT LINE WAS USED IN THE DOUBLE SECTIONS 14, 15, 22 AND 23 AS SHOWN ON PROPORTION CALCULATIONS. THIS Y4 SECTION SHEET #3 HELD AS WEST ANCHOR OF A STRAIGHT CORNER WAS ALSO USED IN CONJUNCTION WITH LINE ANCHORED ON ITS EAST END BY THE Y4 THE NORTH—SOUTH Y4 SECTION LINE OF SECTION SECTION CORNER COMMON TO SECTION 13 AND 23 TO CONTROL THE EASTING OF THE SECTION 24 SEE NOTE #4 24. THIS STRAIGHT LINE WAS USED IN THE DOUBLE CORNER COMMON TO SECTIONS 13, 14, 23 AND (THIS SHEET) PROPORTION CALCULATIONS. 24. 23 500' 0 500' (; NOTE #3: THE Y4 SECTION CORNER COMMON TO M 10 & PC 10 M22 8c PC22 Q SECTIONS 13 AND 14 AS SHOWN ON SHEET #7 HELD IN CONJUNCTION WITH THE Y4 CORNER SCALE: 1 " = 500' COMMON TO SECTIONS 23 AND 24 TO CONTROL 23 24 THE NORTHING OF THE SECTION CORNER COMMON TO SECTIONS 13, 14, 23, AND 24. 26 25 SHEET 10 OF 12 � 2 3 4 s 6 7 10 11