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I � <br /> 31 40 1365 <br /> I SEE SHEET 2 1 22 1 1 <br /> 21 22 2638.33' ' IA SEE 1 FOUND MONUMENTS <br /> SEE SHEET 2 2637.63 I N 89°04'24"W 1327.59' F.N.SHEET 2 EDI <br /> S.F.N. N89°04'36"W 5275.96' - - - -1327.58 - - CIA FD. REFERENCE MONUMENT 5/8 REBAR <br /> N89°04'24" 2655.17' ED] TAGGED, L.S. 4222 ,(R23) <br /> 27.2'f SOUTH OF (EAST 80.001 CH)(R1) 22-701 223 (EAST 40.075 CH (R1) 1 23 N89°04 24 W 39.15 (TIE) <br /> 1 BARBED WIRE FENCE (ALONG NORTH LINE I K �S I (ALONG NORTH LINE OF S.F.N. 1 (N89 04 28 W 39.15 )(R23) <br /> OF SOUTH 1/2 OF I �� FD. 5/8" REBAR, I SOUTHWEST 1/4 OF SECTION 23)(R6) <br /> SECTION 22)(R6) 1 C 1/4 (R23,)(R26)NO TAG I (N89°04'28"W 2655.37')(R23) FD. 5/8" REBAR ACCEPTED AS <br /> ��� S� I 17.5 SOUTH OF I I EM CENTER OF SECTION 26 <br /> o o I 22 BARBED WIRE FENCE I ^1 FD. 1 " REBAR BEARS N85°34'02"E 0.65' <br /> a? I 201 1 C°1 N (SPIKE)(R12) <br /> 21 22 1/4 NI <br /> ^I v 1 <br /> 4s 794 1 I o (RR SPIKE)(R15) <br /> 1 N O 2011 N 1 _ ,� _Ln 1 1 �'- � (OLD SPIKE)(R20) <br /> 1 SET 2 1/2 BRASS DISK v w I � _ (NEW SPIKE)(R20)(0.70 EAST)(R20) <br /> o 4S 794 IN IRON PIPE `�1 00 = 0 0 `n <br /> C o - o STAMPED L.S. 7944 0 1 N D O co Q0 SEE ENGINEER'S NOTE "A" PER (R20) <br /> N SET 2-112" BRASS DISK I o 01 � o N N <br /> co IN IRON PIPE ,°�' I `� o I N �I d- 0 <br /> O STAMPED L.S. 7944 01 = 1 I`� 0 00 4 <br /> 00 O � � I = r- - <br /> SEE® �a-207-390 1 z z z I- <br /> �' I 00 01 0 SSS '� I STA. 20+53.12(R27) <br /> I I ZZ, INTX PER R4 �I oz� c� o �7Q,, �Q\� ,� I ° , <br /> 1 BARBED WIRE FENCE INTX 1 1 ( ) c 1 0 o Gy '`�� \ �o (N89°01 19, W 30.27,)(R23) <br /> 17 . I N89 01 14 W 30.27 <br /> 3' WEST, 25.2' NORTH 1 NiN I . 7 o \ <br /> S.F.N., CALC 1 I SOUTH LINE OF DEED O.R. 497-76 1 7' <br /> \I <br /> 192.00'(R4)(R5)(R6) - <br /> 21 1 �2 1 22 1 23 (S88°38'W 2648' R4 R5 R6 ° 28.52' - - - - - - - - - - - - - - <br /> _ 2639.30 1 S.F.N., CALL - - _ / _ _ _ - �( -)( �(_ ) _ _ _ _ I p N00 35 25 W \ . <br /> - - - - - - - - - - - - - - - - - - 2639.30' 1 63.44' N89°41 '24"W 2648.00'(CALC) 23 (N00°35'26"W 28.53')(R23) \ <br /> 28 <br /> 27 N88°56 18 W 5278.60 (CALC) N89°04'19"W 2648.14'(CALC) <br /> - - - - - - FD. 5/8" REBAR r451 <br /> i (EAST 80.00 CH)(R1) 27 28 EAST 40.03 (CALC) O TAGGED L.S. 4222 R23 \� \ NSSO� <br /> 0.13 SOUTH, 0.05 WEST r� � � `S0`�S � <br /> ^; S.F.N., CALC FD. BOLT @ I N o <br /> v I I THORNTON ROAD I z 7�,, Sj <br /> 0 Q I I & ACAMPO ROAD 04 <br /> m �N N ��' 5�6� <br /> 0�I 1 (R10)(R12)(R14) I N N SSS Sso� <br /> L0 0i I (R17)(R20)(R23) o <br /> I\ I\! DET �� -9y I (R 2 4) 0 <br /> C 1 ^ NN N N 6� 6)> '\ <br /> CO; AIL D �N CN: ,�I ^I�, � �- r �66 �� <br /> N NI N.T.S. =NI � I` - -�'-' PARC EL 7S� 7�'�� \ <br /> 2471 .54 (F TO G) I� Y-- N oo <br /> N00°32 25 W 0 NI (N2°12'30"W 2472')(R4)(R5) m I v `� `� C° `n 1°g p M 8 7 <br /> SI N N ° ° J \ <br /> I 2287.50 (CALC) <br /> �-. I� <br /> N I / 00 �1 N 1N O w �N O <br /> I <br /> N N i N89°02'25W 0- 1 1� o o N <br /> o 1 6.30' i ,5282.1 6 �t 1 10 0 N w 0 o FD. BOLT & WASHER(R23) <br /> 01 = ao 1 I.P. R15 N z FD. 5/8" REBAR, (R23)NO TAG <br /> (CALC) ( )( ) I� N <br /> -� N08°1 6 1 1 W I �- _ o00 <br /> Z:i --- <br /> 121 ° FD. 1 -1/2" I.P. OPEN N 1 r0 �- N <br /> 4.50 (CALC) 0 01 NO ID (BOLT)(R9)(R10) N o � 0 z - (TAGGED L.S. 4222)(R23) <br /> ' 25.76 SOUTH z z o <br /> z z 1 FD. 1/2" PK NAIL 10 0 O <br /> ° (N89°17 E 7931 .8 )(R9)(R10) NO ID (R15) I o <br /> N89 02 25 W 6.30 (CALC) i ' SOUTH LINE OF DEED O.R. 497-75 (S89°17'W)(R7) 1 (26.5' SOUTH) S89°02'25"E 0.62' I z DETAIL "C" <br /> (N89°17'E 6.3')(R10) -i <br /> / - (N89°17'E)(R4)(R5) I HELD FOR N-S LINE 1 1 "=10 ' <br /> - - - - - - - - N89*02'25"W 7931 .95 (OA) - - - - _ _ _ _ (2644.05 )(R15) 1 <br /> r 5288.46'(5287.2')(R10) - - - - - - - -(2644.05 <br /> - 2643.48'(2644.6)(R9){R10 <br /> SEE DETAIL D , 349.51 ' (349.5')(R9) 323.75' ) - 348.09' <br /> ( )( ) 1 (EAST 40.02 CH)(R1) I 348' R4 R10 <br /> '. <br /> N89004'14"W 2642.73' I ( )( )( ) <br /> �7 - - - - (NO2°12'30"W 348')(R5)(R7) <br /> �� - - - - - - - - - - - - - - - - C1�� N0°12'330 348.0')(R9) <br /> - N08°16'1 1 "W 1214.50'(CALC) I QE] I ( <br /> �.' (N09°57'W 1214.5')(R9)(R10) I 28 (NO 31 29 W 348.00 )(R15) <br /> S.F.N. �rj N <br /> �.' (6"x6" POST)(R9) 1 C6 101f., <br /> Ln <br /> �0 <br /> I �`" N L <br /> N00°3443"W 1806.49' <br /> (NO2°16'30"W1806.5')(R9)(R10) 1 w o 16, <br /> " (N00 35 29 ,W 18065)(R15) 1 N 00 I N A <br /> r 1oN � � 0001 N= o <br /> N73°18'49"E 971 .90'(CALC) FD. 2" IRON PIN, NO ID 1 oz� N N 1 N 0 0 <br /> N?, (N71°38'E 971 .9')(R9)(R10) (I.P.)(R9) 1 w o Ln1 o <br /> of (1 I.P.)(R10)(R1 1 )(R15) LnN O <br /> (PIPE)(R13) o N I o <br /> 0Ln <br /> O O C O <br /> 00 N <br /> .�. " .moi; :�. <br /> FD. 2" DISK IN �' I z Z <br /> 00 O� OAD - ' " " MON WELL(R15)(R20)(R22) 1 <br /> �� DGE R 1�� CL INTX THORNTON ROAD , RECORD OF SURVEY <br /> opDBRi 4'>�R OP> & WOODBRIDGE ROAD <br /> �.� 04 58' 5 "6066.83 �� (IRON PIN)(R10)(R1 1 ) I THOMPSON AND FOLGER - WEST <br /> (N59°55'30"W 269.9 R9 R 10 _ " °11 19 ,E 6062>�R (BOLT)(R 12) 1 <br /> �� N58°14'41 "W 269.9)0'(CALC ) _ - N��S�Z°3�w 4> 10��R1 SEE ENGINEER'S NOTE I BEING A PORTION of SECTIONS 21 AND 28, A PORTION of THE NORTH <br /> " - " <N77 3 65.65>�R "B" PER (R2o) * 35�� 1/2 OF SECTION 22, AND A PORTION OF THE NORTHWEST 1/4 OF <br /> _ SEC,TION 23 T. 4 N., R. 5 E., M.D.M. <br /> 362.25'(R10) ` , " - S-�2 �2°34 3 30.01 '{R20) COUNTY OF SAN JOAQUIN STATE OF CALIFORNIA <br /> S.F.N. <br /> " SEE ENGINEER'S NOTE <br /> FD. 1/4" MAG NAIL, NO ID, 0.04' SOUTH I "C" PER (R20) <br /> 1.0 <br /> N74°11 '19"E 147.31 ' (S72°30'30"W 147.3')(R10) MAY 2011 <br /> FD. SPIKE(R10), NO ID(STAKE)(R3) 0 300 600 1200 W 0 0 0 4R 0 CSG E RM <br /> SEE SHEET 1 FOR BASIS OF 6mmommP DEVELOPING • INNOVATIVE • DESIGN . SOLUTIONS 2 <br /> BEARINGS, LEGEND, 3 <br /> NOTES AND REFERENCES. SCALE:1 "=600' 3301 C St., Bldg. 100-B Tel 916.341.7760 Sheet of 3 <br /> Sacramento, CA 95816 Fax 916.341.7767 2298.002 <br /> I <br />