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000 142owpA <br /> [A1 <br /> SEE DETAIL "A" <br /> FD. 1 " IRON PIN (R40) [A] <br /> ,� I � <br /> ON THIS SHEET \ <br /> � I [B] \ N00°41 21 "W 2642.84 (OA) <br /> KILE ROAD G (S01°09'E 2642.96')(R40) 00 <br /> C 1 . ANO <br /> �® �9 N ° 9� KILE ROAD [IJ _ <br /> N O^� <br /> � O <br /> 03 20 W 2642+10 - - - N89°03'20"W 2642.10' - �_�tT3 <br /> ��- - N89°18'13"W 2630.66' �� N89'1 9 34 W 2624.10 �� [B� FD. 1 " IRON PIN(R26) I c� r- . 0 <br /> 15 4 <br /> 7 N <br /> \ \ �\ 1 13 1 [H1 13+1 18 N 13°04'47"E 279.27'(TIE) N N <br /> \ [DJ [E] / \ \ 1 I I 1 (N 13°04'20"E 278.90')(R26) I W w <br /> (N 12°42'26"W 279.23')(R40) o 0 <br /> 0 N 1 01 1 � .,, <br /> �I �1 O1 1 � 0000 <br /> , ( 00 cn <br /> O \ \ r� o ° , FD. NAIL 8c WASHER <br /> 3 \ �( �I "( w 10 L'i [CJ N88 30 13 W 1243.,1 6' z <br /> / \ \ N) NI c9 (_0 q (S88°30'20"E 1243.01 R26 -(R41) <br /> o BIW 1/4 \ �\ SECTION 14 �I SIE 1/4� SECTION X14 � NW 1/4 SECTION 13 �I NE 1/4� SECTION 13 � I � � � FD. CALTRANs CONTROL � S.F.N. <br /> � O \ 160.19 AC.f' �) C,f �I � of � MON#75 "T" BAR (40) [D] FD. SPIKE(R26) [E] <br /> �, 159.93 A I 159.23 AC. _ 1 159.,25 AC. z I d , <br /> \\ �0 N52 13 34 E 83.32 TIE <br /> �O N \\ 0 r,I N 1 I o � � 83.32'(TIE) <br /> o \ of o I 0 0 (N52°00'43"E 83.56')(R40) 40' <br /> z) zl of I oz N00°31 '25"W 2223.48'(CL - I <br /> ) <br /> [AQ1* I <br /> 1 I <br /> I \ I 1 I <br /> 15 14 N89°02'27"W \ ' 1. X14 �� �q. 1 �� I DETAIL �� A 112651 .47 <br /> - - - - - - N89 02�27 W 2641 .33 9° '5 6 6. 1 ' 1 3 N89°18'38"W 2631 .60' 13 1 18 N89°14'38"W 601 .31 ' 18 SCALE: 1 =200 <br /> CJ1 I \ [K] ILI <br /> \ I I I IM] I [N] 1011 <br /> I \ NI <br /> o <br /> Q6 \� I 1 I 1 00rl� 1 1 00Q01 <br /> ( 31, \ , 1 <br /> Q01 � 3 , 15 / � 5 � �1 6 / <br /> �1 \ �I NI NQ0 <br /> I NI (0 <br /> N <br /> N 1 \, o I LANDS OF �I THOMPSON �1 & FOLGER <br /> � O 1 o I N I SW 1/4 SECTION 18 � <br /> NI SW 1/4� SEC` ION 14� \� z I SE 1/4� SECTION 14 �I SW 1/4 SECTION 13 01 SE 1/4 SECTION 13 �1 158.04 AC.f N <br /> °No �1 �I 1 i <br /> z1 160.84 AC.f \ I 159.96 AC.± o I 159.21 AC.f ° 1 159.44 t AC. o I t <br /> „ 1 \\ z o I 0 I o <br /> SEE DETAIL B � -� � � \ � I z <br /> ON THIS SHEET / \ 1 I z` SEE DETAIL "E" <br /> ON SHEET 6 <br /> 15 114 1 1- N88°58'04"W 2661 .07' 14 N89°04'30"W 2640.31 ' 1413 13 13 1� N8 ° ( � [U1 ° , o IV] <br /> 22 1 23 PELTIER ROAD ° - - - - - - - - - - - - 9 1 1 47 W�2608.63- - N89 1 1 47 W 2643.45 18 17 <br /> \ 23 I 23 24 N89 15 46 W 2631 .34 24 [S] N89°13'54"W 2630.16' - -1[P] / [Q] PELTIER ROAD 24 19 N89°1 1 '47"W 5252.08' �� �� <br /> [R] IT] PEL TIER ROAD <br /> o I /'" I '�',� /'" SECTION CORNER MONUMENTS _ <br /> .I I o \ O � I FD. 5�8" REBAR(R40) <br /> 't / '� / A = FD. 1 " IRON PIN R40 0 FD. 3 4" REBAR, NO TAG BRASS TAG IN (2"X2 ' WOOD HUB)(R33) <br /> c� [ 1 ( ) / OLE R33 (R33) I HUB R26 <br /> NI I N co [B] = STAMPED L.S. 4222 (1 6.43')1 ( )( ) <br /> \ FD. 1 IRON PIN R26 P FD. 5 8 REBAR NO TAG , TAG IN POL R23�I �� �/� �EC�o®� �� �E �/4 �EC�oO� �� ( ) C 1 / � �_._ -- - - -BRASS- - - - - - - ( ) <br /> 01 � ON BACK OF TAG 16.330 STAMPED L.S. 4222 ON BACK OF TAG <br /> 161.38 t AC. \ 159.97 AC. [C`] = FD. CALTRANS CONTROL [Q] FD. 1/4" DIA. HEAD, 0.8' BELOW AC I -�- 41 .00'(R23) <br /> ,�) \ MON#75 "T" BAR (R26) 15 14 <br /> o \ `� N [R] FD. 5/8" REBAR IN MON WELL, 0.95' BELOW AC01 b b 22 23 <br /> -- - - - - - - - - - - <br /> z zFD. SPIKE W <br /> \ Q [D] -- FD. SPIKE (R26) [S] FD. MONUMENT WELL --PK TYPE HE D <br /> \ o (PK NAIL)(R40) <br /> o [E] = S.F.N. [T] FD. RAILROAD SPIKE IN MON WELL - <br /> [W] �? 1 SECTION CORNER TO FOUND <br /> - - - - �, - - - ! - - - XJ [Y] [F] = FD. MAG NAIL WITH WASHER [U] S.F.N. I MONUMENT: <br /> S00 24 1 6"E 17.42 <br /> 22 2� <br /> N 8 9 04 24 W 2-655.17 N89°04'25' \� \ 2634.21 ' `n STAMPED L.S. 7889 1 (S00°49'59"E 17.36') <br /> N89°04'24"W 39.15' TIE I \ \ I S88°54'32"E 21 .11 ' [V] FD. 1 " IRON ROD IN MONUMENT WELL 1 (R40) DETAIL "B" <br /> \�\ I 't [G] = FD. 1 -1/2" HEX HEAD BOLT [W] FD. 5/8" REBARI 111-- <br /> 50 <br /> q \\ I� N = <br /> QO"0000r LO ,� \\\ 10 o [H] FD. SPIKE [XJ FD. REFERENCE MONUMENT 5/8 REBAR <br /> O cel TAGGED L.S. 4222 <br /> Q01I \ \ I z [I] = FD. AXLE <br /> N \ <br /> p 1 [J] - FD. 5/8" REBAR WITH CAP [Y] S.F.N. RECORD OF SURVEY <br /> \\\ I STAMPED L.S. 7889 <br /> �E �/� �EC�o®� \`\ �� I [Z] FD. BOLT THOMPSON AND FOLGER - EAST <br /> oI o 159.97 AC.±\ \ 1 N <br /> \\ - A PORTION OF THE SOUTH 1 2 OF SECTIONS 13 AND 14 <br /> z to [KJ - S.F.N. [AA] FD. HUB 8c TACK IN MON WELL BEING PO / , <br /> A PORTION OF THE NORTHWEST 1/4 OF SECTION 14, AND A PORTION <br /> \\\ I [L] = FD. 5/8" REBAR WITH CAP OF THE NORTH 1/2 OF SECTION 23, T. 4 N., R. 5 E., AND A PORTION OF <br /> \\�\ 1 STAMPED L.S. 7889 THE SOUTHWEST 1/4 OF SECTION 18, T. 4 N., R. 6 E., M.D.1\1. <br /> 23 1 [Z] ACAMPO ROAD \ I �4 COUNTY OF SAN JOAQUIN STATE OF CALIFORNIA. <br /> 0 400 800 1600 - - - - - - - - - - - - - - - M = .,..° <br /> 26 N89°20'46"W 2627.65' S.F.N. <br /> �� �� [ 1 <br /> SCALE:1 "=800' [AA] [N] = FD. BUTTONHEAD MON. <br /> NO TAG JULY 2011 <br /> WOOD 4RODMO RS <br /> DEVELOPING • INNOVATIVE • DESIGN • SOLUTIONS <br /> SEE SHEET 1 FOR BASIS of SECTION BREAKDOWN & SHEET INDEX 3301 C St., Bldg. 100-B Tel 916.,341.7760 Sheet 2 of 6 <br /> BEARINGS, LEGEND, NOTES AND REFERENCES. Sacramento, CA 95816 Fax 916.341.7767 2298.002 <br />