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1 <br /> 2 v v v v 00 1)� 00 <br /> 3 4 <br /> 5 6 7 <br /> 8 9 10 <br /> 11 <br /> SEE SHEET 7 <br /> 00 00 <br /> o Q M & PC 29: UNABLE w L65A N88°59'09"E 1 139.95' Z < Z < <br /> w o TO OPEN MONUMENT o 1 139.83' (R52)(R53 R55 CR R (C) <br /> WELL LID. SURVEYED w 0 )( )( 56) <br /> z_ 00 0, <br /> -' = THE CENTER OF LID. z 1 139.93' (R1 13)(CR R1 17) - w °- w <br /> U <br /> ARECORD OF SURVEY <br /> SEE MONUMENT NOTE w M & PC 54: FOUND 25 O z cn z <br /> ,z M-2. z z PK NAIL AND SHINER � of � BEING A PORTION OF SECTIONS 18, 19, AND 30, <br /> 0 <br /> or-) <br /> w PER R113. o o TOWNSHIP 2 NORTH, RANGE 9 EAST AND SECTIONS <br /> 26 ��25 <br /> L65B N88°59'09"E 1476.07' (C) 23, 241 25, 26, AND 36, TOWNSHIP 2 NORTH A <br /> (SEE DETAIL 5-1) RANGE 8 EAST MOUNT DIABLO BASE & MERIDIAN <br /> L68 N88°18'51 "E 2633.78' (C) 1475.99' (R52)(R53)(R55)(R56) , <br /> 2633.69' (R113) 2634.14' (R88) (R113)(CR R117) SAN JOAQUIN COUNTY,CENTERLINE OF _ -�� TY, CALIFORNIA ' <br /> MILTON ROAD � ° CENTERLINE OF <br /> L65 N88 59 09 E 2616.02 (C) --�U MILTON ROAD PREPARED BY: <br /> A168 2615.82' (R52)(R53)(R55)(R56) KJELDSEN, SINNOCK & NEUDECK INC. <br /> 91 0212 A163 2615.92' (R113)(CR R117) CIVIL ENGINEERS <br /> 90°55'29" & LAND SURVEYORS <br /> (R 1 13) 89°18'33" (C) A15 p� �°�_��� pMM �°�_��° <br /> B 35 J 6 89°30'53" (R113) 8 J 6 STOCKTON, CALIFORNIA FEBRUARY, 2013 <br /> 90°01 '09" (C) pH 20=9°o A152 <br /> M & PC 30: FOUND A159 89°59'18" (R1 13)(R1 17) 90-06'22" <br /> (C) SHEET PURPOSE <br /> IRON PIN AND WASHER 179°19'42" (C) PROVIDES DATA ON SECTION 36 TOW B <br /> AT SECTION CORNER 179°30'11 " (R113) 90°01 '31 " (R113)(R117) TOWNSHIP 2 NORTH, RANGE 8 EAST. <br /> u PER RI 13. (MCNR) pH 20-10 <br /> .� <br /> M 00 °; 500' 0 500' PC 22: SFN.I Lo Q0 <br /> � <br /> co r- N OF THLINE ER OLD <br /> �o co w I -� <br /> N Re 20=U2 RIGHT—OF-RAILROAD <br /> IGHT-0 FL WAY <br /> C o N <br /> SCALE: 1 500 I <br /> w � I / M & PC 154: \ <br /> W 00 °� M & PC 25: SFN. 0 I FOUND 3/4 INCH <br /> / ;n M & PC 27: SFN. cn <br /> o 0 SET ALUMINUM DISK IRON PIPE TAGGED N88°43'00"\ C <br /> 0 A166 0 AT 1/4 SECTION I w / "RCE 7 49.30' <br /> z ° J z I 029 (M) <br /> 1�� �� <br /> 0 50' R \ <br /> 89 40 25 (C) CORNER. o � / (R1 17) ( 1 13) <br /> � � , A156 <br /> I OLD RAILROAD CL M & PC 155: <br /> J A167 J 90.01 ,10" (C) _� N (N w _z N 1 <br /> (SEE DETAIL 16-4) c� U' -' � N88°43'00"E FOUND 3/4 <br /> 179°57'46" (C) A150 I INCH <br /> I IRON <br /> 89'51 '19" (C) � � ;n 32.90 (M) I <br /> 180°00'00" (R113)(R106) A162 I PIPE. NO TAG. <br /> r? 89°58'50" (C) SEE SURVEYOR NOTE 6-2 "� (SEE DETAIL 6-1 I z 10.00' (R25) °' 1 4 R100 MCNR <br /> N �, i c )c ) <br /> I <br /> � � .• SECTION LINE <br /> D1_1 L67 N89°01 '28"E 2649.54' (C) 7 I N N ,� X� M 8c PC 25: <br /> _- �'- f- L64 N89°01 '28"E 2621 .86' (C) -� ,n J N J oz <br /> SFN. SET <br /> co -� 0 �.__ � a = o w ALUMINUM <br /> �n A165 A151 �� �� �� I U z DISK AT 1 4 D <br /> 00 ° I / <br /> N 90-17'21 (C) 180 00 00 (C)(R100) 0 \ SECTION <br /> Ln A161 (R113) o CORNER. <br /> 180°00'00" (C) ry \ <br /> I \ <br /> M 8c PC 39: SFN. 180°00'00" (R106) U � <br /> I I � <br /> IRS 18-43 <br /> A 14 9 Ln I DETAIL fi—1 <br /> A155 90°08'40" (C) u , 00 z N I U „ <br /> E SEE DETAIL 16-3) Re is-012 89°58'50" (C) ,� I _ U SCALE: 1 = 50 <br /> I <br /> c <br /> D_ <br /> � � m IE <br /> o o SEE SURVEYOR NOTE 6-1 �. w __- ` <br /> elf M & PC 28: FOUND Qo N / <br /> 1-13/4 INCH REBAR, NO N \ N oo z w / \ <br /> CN � oz <br /> N 00 TAG, IN MONUMENT APPROXIMATE rq <br /> WELL AT SECTION PC 26: SFN. CENTERLINE rr w <br /> N / <br /> CORNER PER (R136). 6 HEWITT ROAD r__ `n I SECTION LINE <br /> ^ A154 � w I \ <br /> Ln 180°00'00" (C)(R106)(R1 1 1) `� A153 0 0 - ° >> <br /> _ co N S45 52 33 E \ <br /> 0 t 0 90°23'04" C M & PC 24: FOUND z I N N Qf <br /> 0 30.00' C <br /> oz A160 z 9 ° ( ) BOLT IN MONUMENT N U o I ( ) <br /> F N 89°23'58" (C) 0 23 30 (R 106) z 0' N / M <br /> \ WELL AT SECTION— ° 204. SET 2 1 2 <br /> 89°36'30" (R106) 90°12'00" (R111 )(R122) CORNER P ON J I �� z ALUMINUM DISK / INCH 1 <br /> J (RS 22=%4 ° � 90° PER (R 100). I AS WITNESS <br /> I <br /> 8948 00 (R1 1 1) 30 21 (R1 13) �\ o Of <br /> m MONUMENT. F <br /> z I <br /> A164 <br /> 89o29'39 (R 1 13) I w <br /> �� 2°= o' z w I ° „ <br /> ° 7 5 \ � 0 I S45 52 33 E <br /> �� �� ��� <br /> 690 04 33 (C) A148J 6 I w o z 10.00' (C) <br /> PH lo= ll 90°04;30" (R 1 10) = 89°29'26" (C) � J I <br /> 90°04 30" (R 106)(R 1 18) Re �°013 89°29'34" (R61)(R62) 0 <br /> Li <br /> TOWNSHIP 2 NORTH <br /> RANGE 8 EAST 90°03'59" (R113) 89028'50" (R113) TOWNSHIP 2 NORTH I M 205: SET 2 1/2 INCH CENTERLINE OF CENTERLINE OF RANGE 9 EAST ALUMINUM DISK AS WITNESS <br /> !�' o <br /> TOWNSHIP 1 NORTH COPPEROPOLIS ROAD COPPEROPOLIS ROAD �" N N I \ MONUMENT. <br /> ' �- TOWNSHIP 1 NORTH o m v o <br /> G RANGE 8 EAST L66 N89 23 22 E 2663.84 (C) -�/�' L63 S89°23'22"W 2627.76' C -� � 00 \ <br /> ( ) \ RANGE 9 EAST z w .� 00 N N <br /> 2663.84 (CR R110) (R106)(R1 1 1 � � � I �- z � ° � N <br /> 2627.97 (R46) 2627.87 R 1 1 1 U co I <br /> 2664.10 CR 1 13) w 2627.43' CR 1 13 2628.12' ( ) _ _ IL wo U z \ <br /> w o ( ) (CR R 122) �-- i- I = I \ ` / G <br /> 0 <br /> oo z < 000 o0co z � m o0 0o <br /> w ry J Of 5291 .60' (M) 5291 .52' (RI 13) w w I N o � N r I DETAIL 6-2 <br /> z (SEE DETAIL 6-2) � o, w U N ,� <br /> J = � 00 <br /> ' <br /> z w �- � SCALE: 1 = 50 <br /> PC 189: SFN. PK ~ w <br /> z � c� � I6-3 � I <br /> DETAIL <br /> QLij SPIKE PER R26. v z Q z Q <br /> U 0 � o CL, SCALE: 1 =20 <br /> J SHEET 6 OF 26 <br /> 1 2 3 4 5 �- <br /> 6 7 8 9 <br /> 10 11 <br />