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S 88*12'36" W 5059.98'(R1)(M)
<br /> SET PK RECORD OF SUR VEY
<br /> 5059.28'(R2)
<br /> SEE DETAIL -NNAIL,\
<br /> ofRl 15, 1 IM&P Zt-4
<br /> ui
<br /> 660.10' 660' (R3) A POR TION OF SECTION 30,
<br /> VE OAK RD. !
<br /> Ll
<br /> z"'
<br /> ----------
<br /> )A I r,
<br /> 0 N
<br /> 88 9.9
<br /> I 1A SEC. ____ -1- --- E (R3
<br /> S 88-12 0_7 N 88.1i'll" E T. 3.N., R. 8.E M.D.B. & M.)
<br /> - _w vi 111, 666 .10'
<br /> 330.16' N�8 1
<br /> N 88;11 1 1" E T 660.10' 660 (R3� 1�4 SEC.
<br /> u-) N88-1 1 1)E SAN JOAQUIN COUNTY,
<br /> 0.10 660'(R3) 20'
<br /> 1/4 SEC. 66 0 LINE IS NOT
<br /> FD. BRASS CAR IN 20' SET PK SET PK LOT LINE,
<br /> Mo U cr-
<br /> MONUMENT BOX AT LINE IS NOT NAIL NAIL CALIFORNIA
<br /> 0 0
<br /> 114 SEC. CORNER (R 1) LOT LINE, �o 3: i 1 1-11 0
<br /> 0
<br /> 1� a) LOT 3(R3) SHEET 2 OF 2 SHEETS
<br /> R.S. 14-87 te)
<br /> 0,21 010 1 D--
<br /> OCTOBER, 2002
<br /> LOT 1 (R3) 6 1 10.03 ACRES GROSS
<br /> ui 0J -01 Q.30 ACRE ROAD R,\W 5.02 ACRES
<br /> 10.02 ACRES GROSS N 'o 0
<br /> 0 GROSS U-) co
<br /> I.N. 82025956 q) 9.73 ACRES NET (o (o DILLON & MURPHY
<br /> 0.30 ACRE ROAD R\:W 0.15 ACRE to zi
<br /> in (o
<br /> DOC.# 2002-078400 ROAD R\W /- WEST LINE OF I I
<br /> Lo 9.72 ACRES NET 3: CONSULTING CIVIL ENGINEERS
<br /> o -�: (o EAST 1/2 rn cr_
<br /> 1 1 4.87 ACRES
<br /> DOC. 2002-078400 It I i I "t
<br /> b c". V-) NET LOT 5 OF (R3 ENGINEERING PLANNING SUR VE YING
<br /> 40' (R 1) 1-0K.A"il cK 1_-" 20'
<br /> 'o 0_ 1 I i L of"
<br /> A -/;
<br /> 20 LL- 0
<br /> 0 DOC.# 2002-078400 5.5' (R3) THE PURPOSE OF THIS SURVEY IS TO
<br /> S i c_0 R E CC)R D 5, z 666.07'
<br /> z DETERMINE THE BOUNDARY OF THE
<br /> 330.1 U
<br /> zi 660.57' 660'(R3) 330-01' N88*1 5'57"E __j C) PROPERTY DESCRIBED IN I.N. 99019029,
<br /> 40� (Rl) 660.56' C>60'(R,3) 7"E I
<br /> 5u u
<br /> -N88-15'57"E N88*15' < I.N. 99019030 AND DOC. NO.
<br /> N 88'15 57" E
<br /> N 88'15'57" E
<br /> t - "- \' 0 2002-078400. LOT DIMENSIONS ARE
<br /> SCALE: 1 200' 0 �-
<br /> 0
<br /> rr-6 E6
<br /> 41 6 6 .85'5� �R3'
<br /> 0 6507' E N88� E
<br /> N 15
<br /> ST rjr N88'1 5'57"E I PRORATED FROM (R3).
<br /> WEST LINE OF
<br /> > ('o
<br /> res ui EAST 1/2 0.38 It
<br /> i f 1 0
<br /> > LOT 6 OF (R3) ry ('o
<br /> oo C)
<br /> 0 IL N
<br /> In ui
<br /> (o BASIS OF BEARINGS.-
<br /> Lo
<br /> n z 00
<br /> Lu -e
<br /> 00(o 4 0) z co ry Lr) THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 30
<br /> 1� c�
<br /> (c) 0 Z n < r- a) (01 - BEARS N 00'02'41" E AS SHOWN IN BOOK 28 OF SURVEYS,
<br /> ry 4 u')
<br /> (61 1 z (o CD 101 PAGE 191, SAN JOAQUIN COUNTY RECORDS.
<br /> -3) co < I
<br /> LOT 2 (R LOT 4 (R3) (o Lo I
<br /> Ln I z 00
<br /> (c) 10.13 ACRES 10.10 ACRES 5.03 ACRES 10 wl i :D 0
<br /> I.N. 990190290 0 't 00 co
<br /> 0 c"! Li z I.N.I9019030
<br /> z t �n -001 z u -
<br /> i DOC. MONUMENTS SET.
<br /> LL (D :)
<br /> to 00
<br /> 0 2002-078400 to 0 0 X 30" IRON ROD WITH CAP, STAMPED L.S. 7269
<br /> ry Lul Ln 0
<br /> <[ 3/4'
<br /> 0
<br /> z o;
<br /> 71 AND SHOWN THUS UNLESS OTHERWISE NOTED,
<br /> U)
<br /> C) 0 z '�R N88'04 43"E
<br /> LL_
<br /> 0` z 330-83' 1 11 666.13
<br /> zi I E
<br /> N 88*04'43 6111' (R3
<br /> N8,9-04'4,3"E
<br /> 330.29'
<br /> R3 1
<br /> 1/4,1/4 SEC, NOTES:
<br /> N 88*04'43" E 661,12' 660'(If�:' :'il
<br /> m :tl N 88*04'43" E 661.12' 660 �1��J)
<br /> CORNER 660' 1. SET PK NAILS ARE TAGGED LS 7269 (TYP.)
<br /> /4,1/4 SEC, 2, THE PK NAIL FOUND IN THIS LOCATION IS ACCEPTED BY ME
<br /> LINE SEC, E _/z CORNER. SEE AS THE CENTER OF SECTION FOR THE FOLLOWING REASONS:
<br /> NOTE 4.
<br /> NORTH LINE OF THE SOUTH 112 OF THE SE 114 A. THE NAIL FALLS ON THE EAST/WEST ONE QUARTER SECTION
<br /> '00 OF SECTION 30Pr)
<br /> f?EFERENCES- LINE AS WELL AS ON THE EAST PROPERTY LINE OF THE
<br /> w
<br /> NOTE: JACK TONE ROAD 80' WIDE RIGHT 0') 138.317 ACRE PARCEL SHOWN ON (Rl), BY DESCRIPTION
<br /> CN
<br /> OF WAY BY ORDER DECLARING PUBLIC I-, K) 'o DESCRIBED IN I.N. 82025956, THIS EAST LINE IS A QUARTER
<br /> (Rl) R.S. 28-191 SECTION LINE. THE INTERSECTION OF THESE TWO QUARTER
<br /> HIGHWAY DATED FE8.17,1860, SAN JOAQUIN r-y tn
<br /> COUNTY SUPERVISOR'S RECORDS, MINUTE (R2) R.S. 23-18 SECTION LINES IS SUFFICIENT FOR ME TO ACCEPT ITS
<br /> BOOK "A", PAGE 611. (R3) M.&P. 4-4 LOCATION AS THE CENTER OF SECTION.
<br /> uj ACCEPTED AS 114 SEC. LINE B. THIS SURVEY RETRACES THE SURVEYS RECORDED AS (Rl)
<br /> PER THIS MAP AND (Rl) (R4) P.M. 7-157 AND (R2). THE LOCATION OF THE NAIL ON THOSE TWO
<br /> Ln m
<br /> 0 SURVEYS IS CLEARLY ON THE WESTERLY BOUNDARY OF
<br /> 91-52:16::(Rl) (R5) R.S. 31-2 7 t
<br /> 1157 O.R, 68 THIS SURVEY.
<br /> 91-52 39 M) ri
<br /> o z
<br /> C. THE NAIL CLEARLY FALLS ON THE EXTENSION OF FENCE
<br /> REMNANTS AS SHOWN ON (Rl). IT IS THE SAME FENCE
<br /> RANGE LINE © (AN56'40," E 26.52.63'(Rl)(Ml) SEC. LINE NOTED IN (Rl).
<br /> 87' SEC. 30 SEC. 29
<br /> T.3N., T.3N., ACCORDING TO THE OWNER OF THE PROPERTY, THE NAIL IS
<br /> R.7E. R.8E. I . 1 ')(Ri) . i D........--
<br /> (N 87'56'49" E 2424.5 IN THE LOCATION OF THE PROPERTY LINE AS IT HAS
<br /> COMMONLY BEEN ACCEPTED. HIS FAMILY HAS OWNED THE
<br /> SEC. 30 N 87°56'52" E
<br /> 25
<br /> SEC :K7" PROPERTY SINCE 1911.
<br /> FD 3/4" I.R. W/CAP
<br /> 1/4 SEC. COR FID 3/4" I.R. (Ri) STAMPED 14269 SEC. 31 SEC. 32 E. THE PK NAIL FOUND MATCHES PERTINENT RECORD MAPS AND
<br /> AT SEC. CORNER (R
<br /> SEC, 36. SEC. 31 1) DISTANCES AND BEARINGS FROM ACCEPTED CONTROLLING
<br /> T.3.N., R.8.E.
<br /> W/CAP (UNREADABLE)
<br /> FD. BRASS CAP IN MONUMENTS. THE NAIL IS IN THE SAME LOCATION SHOWN
<br /> ON ( ME (R2).
<br /> MONUMENT BOX AT SEC. CORNER (Rl)
<br /> LEGEND: 3. THE METHODOLOGY OF (Rl) AND (R2) IS SUBJECT TO
<br /> INTERPRETATION. I FEEL IT WAS NOT SET PER THE MANUAL
<br /> R.S. RECORD OF SURVEY OF INSTRUCTIONS. WHILE FUTURE SURVEYS THAT UTILIZE
<br /> 1.N. INSTRUMENT NUMBER THE MANUAL OF INSTRUCTIONS MAY YIELD A DIFFERENT LOCATION
<br /> 0.R. OFFICIAL RECORD OF THE CENTER OF SECTION, THE LOCATION OF THIS NAIL
<br /> RIW RIGHT-OF-WAY RELATIVE TO RECORD MONUMENTS, PHYSICAL IMPROVEMENTS,
<br /> FOUND MONUMENT AS NOTED AND HISTORICAL ACCEPTANCE OF ITS LOCATION CANNOT
<br /> FD MON. IN MON BGX AS NOTED BE IGNORED BY ME. THE COUNTY SURVEYOR DISAGREES WITH
<br /> SEC. SECTION THE ACCEPTANCE OF THE PK NAIL AS THE CENTER OF SECTION
<br /> I.R. IRON ROD AS HE FEELS IT WAS NOT SET PER THE MANUAL OF
<br /> (P) PRORA TED INSTRUCTIONS.
<br /> /.P. IRON PIPE 4. THE LOCATION OF THIS POINT IS BASED ON DIVIDING THE
<br /> (M) MEASURED DISTANCE BETWEEN THE SECTION CORNER AND 1/4 SECTION
<br /> CORNER IN HALF. IT IS THE CORRECT METHOD TO DETERMINE
<br /> FD. FOUND A 1/4, 1/4 SECTION CORNER. BASED ON 1157 O.R. 68, A
<br /> (Rl) RECORD DATA 1 /4,1/4 SECTION CORNER MUST BE DETERMINED TO COMPLETE
<br /> M.&P. MAPS AND PLATS THE BOUNDARY. (R3) WAS UNCLEAR WHETHER OR NOT THIS
<br /> COR. CORNER POINT IS A 1 /4, 1/4 SECTION CORNER.
<br /> D.N. DOCUMENT NUMBER
<br /> I(DD SHEET NO. 18) CALC. CALCULATED
<br /> AUTOCAD FILL: 0272
<br /> 1111-184932
<br />
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