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FD. BOLT & WASHER •
<br /> PER (R11) -
<br /> S 76'4258" E NO�AS40 PART oFTTHI�IP IS SURVEY. CEN7ERUNE OF 20'AS SHOWN ON (R1 LANE
<br /> 54.68�-\, Jrrrr ����� � err � ��r, d 5�'c, �'
<br /> FD. 3/4" 1. PIN W/ PLASTIC .181.89' (Tie) (FORMERLY WAKEFIELD ROAD) \ \ 30(M)(R1) 40.00'(M) •
<br /> CAP STAMPED RCE 15831 AS r - - - 30'M R1 /SECTION UNE " SECTION UNE FD. 3/4" 1. PlN W/ PLASTIC COUNTY SUR VEYOR'S NOTE.
<br /> N. 1/4 COR. SEC. 9 PER (R9),` ;� ( )( ) ` S 89 25 09 E \ 43.75 75' / ; CAP STAMPED RCE 15831 AS
<br /> I ` 2642.38(M) 2642.30(R8)(R9) ,
<br /> 1645.08 43. � 997.30 �
<br /> S 89'25'09" E 1430.67 ��- �- N.E. COR. SEC. 9 PER (R9) THE COUNTY SURVEYOR BELIEVES THAT THE NORTH UNE OF PARCEL SIX
<br /> S 89'25'09" E 925.34' j AS SHOWN ON THIS MAP /S INCONSISTENT WITH I.N. 98151348 AND
<br /> 7T i -� - -•`�-
<br /> -806.07 M 806.14 R6 ° - - - - - - - - - - o, PARCEL SlX LEGAL DESCRIPTION /N THE PRELIM/NARY TITLE REPORT ISSUED
<br /> I I � � R W I BY ALLIANCE TITLE, ORDER / 12154500-707-F DATED 3-27-06; EVEN-
<br /> 3/4" I. PIN PER (R9)' i �� `20'(M)(R1) IA `� NORTH UNE OF LOT 1 ( , BEAR CREEK / 20 M R1 i
<br /> I / / 10'(M)(R 1) 1 AND SOUTH UNE OF \ I.N. 98151348,S J C.R. ( )( ) '�10(M)(R 1) ,' C' THOUGH THE GRANTEES INTENT MAY HAVE BEEN TO ACQUIRE AN
<br /> NO TAG. - - - - - - - - _ ` 10(M)(R1)
<br /> S 7127 29 E(R) I 20' LANE PER (Rf) ( r, EASEMENT AND NOT FEE TITLE.
<br /> l _ � THIS 40 FOOT STRIP /S
<br /> o \ \ FD. BRASS DISK STAMPED "4N-10" IN
<br /> 5p' 50 \ NOT A PART OF THIS SURVEY. 40' PG&E AND P.T&T,
<br /> I I 8 P.T&T EASEMENT 40 PG&E AND P.T&T o MON. WELL AT INTERSECTION OF EASEMENT RESERVATION •
<br /> 2976-O.R.-96, EASEMENT RESERVATIONWi
<br /> AND ROAD ABANDONMENT
<br /> I / S.J.C.R. AND ROAD ABANDONMENT a THE CENTERLINE OF OLD WAKEFIELD R0. N. 79088829, SUR VE YOR'S RESPONSE.
<br /> AND THE WESTERLY R.R. R/W LINE PER (R10).
<br /> I I 3 PT. A AS SHOWN LN. 79088829, S.J.C.R.
<br /> 2
<br /> ON (R1) IS 36 CENTERLINE OF EX.EAST S.J.C.R. ,RAILS BY THIS SURVEY. THE COUNTY SURVEYOR HAS INTERPRETED IN. 98151348 AS CONVEYING FEE
<br /> INT. 1/4 UNE PER I 7 OF
<br /> ROAD AND LOWER CENTSRUNE OF Z ( \
<br /> I SEE NOTE BELOW) � TITLE TO SAN JOAQUIN AREA FLOOD CONTROL AGENCY (GRANTEE). THIS
<br /> (R4)(R8)(R9) - , 1 :t / SURVEY DOES NOT SHARE THE SAME OPINION AND INTERPRETS I.N. 98151348
<br /> O SOUTH o SECTION UNE PER (R1). \ AS CONVEYING AN EASEMENT FOR THE WIDEN/NG OF BEAR CREEK. THE
<br /> LANGUAGE CONTAINED THROUGHOUT THE ENTIRE DOCUMENT MAKES CLEAR AN
<br /> I N i R•`''S,J I 22.76f ACRES EASEMENT FOR WIDENING THE EXISTING BEAR CREEK RIGHT-OF-WAY. THE
<br /> -ROAD DEDICATION (R26) PARCEL SIX TITLE STATES (BEAR CREEK RIGHT-OF-WAY WIDENING" THE AREA SUMMARY
<br /> I N I1979-O.R.-134, I TABLE STATES "AREA OF R/W WIDENING : 1.087 ACRES"AND THE FIRST
<br /> I SJ.C.R. I \ BK. 1904-O.R.-PG. 125, SENTENCE OF THE BODY OF THE LEGAL DESCRIPTIONS UM/TS THE USE TO
<br /> I II Z SJ.C.R. THE "WIDEN/NG OF BEAR CREEK" ALL THE SURROUNDING RIGHT-OF-WAYS
<br /> 2 I N\ FOR BEAR CREEK ARE EASEMENTS AND THE ADJACENT BEAR CREEK /S AN
<br /> N 89'26'09" W EASEMENT AS DESCRIBED IN BOOK 2626 OF OMC14L RECORDS, AT PAGE 92,
<br /> I 140.00'(M)(R18) cp 12 S.J.C.R. SECTION 801 OF THE CALIFORNM CML CODE CLEARLY STATES THAT
<br /> A RIGHT-OF-WAY /S AN EASEMENT. THERE /S NO LANGUAGE WITHIN I.N.
<br /> I N 89'26'09" W CENTERLINE OF 98151348 TO SUGGEST A DEFEASABLE FEE. THE NORTH UNE OF PARCEL SIX
<br /> FD. BOLT PER (R4) 'f0.31'(M)(R18) I \ 15' PG&E PIPELINE EASEMENT AS SHOWN ON THIS MAP /S CONSISTENT WITH 1.N. 98515348 AND THE
<br /> WITH WASHER "J
<br /> • o� I 314-O.R.-484, PREUM/NARY TITLE REPORT ISSUED BY ALLIANCE TITLE.
<br /> SJC.R.
<br /> SECTION UNE o
<br /> I CENTERLINE OF
<br /> LOWER SACRAMENTO RD. I zo
<br /> PER (R1)(R4) I �N
<br /> RECORD OF SURVEY
<br /> 12
<br /> R I ROAD DEDICATION (R18) I I d, a�, �A `„ o FOR
<br /> C4 R I - - �BK. 3383-O.R.- PG. 96, M.o I wi
<br /> S.J.C.R. ��� BRIGHT DEVELOPMENT I N
<br /> - ! BEING A SUR VEY OF A PORTION OF THE SW 1/4 OF SEC. 3,
<br /> /
<br /> M. 3/4" 1. PIN W/ PLASTIC N N \ A PORTION OF THE SE 1/4 OF SEC. 4, A PORTION OF THE
<br /> CAP STAMPED RCE 15831 AS I I ( I \w NE 1/4 OF SEC. 9 AND A PORTION OF THE N 1/2 OF SECTION 10
<br /> _N 1/4 COR. SEC. 9 PER (R9) � cr �
<br /> N �' T. 2 N, R. 6 9 M.D.BAM.
<br /> 89.791 ACRESwi
<br /> •' ,• I 8' P.T&T EASEMENT PARCEL FOUR CITY OF STOCKTON AND SAN JOAQUIN COUNTY,
<br /> q _.�
<br /> I i _FD. BOLT PER (R4) _ 2976-O.R.-96, I
<br /> WITH WASHER N - S.JC R. BK. 1904-O.R.-PC. 125, STATE OF CALIFORNIA
<br /> I S.J.C.R. \
<br /> °o _ _ EASTERLY UNE OF 36' HALF-WIDTH I 5p' 50 ro 3
<br /> (� N ROAD AS SHOWN ON (R 1). o LEGEND
<br /> FOUND CITY OF STOCKTON GPS MONUMENT AS NOTED.
<br /> 2 1� $P' GR' I Z - • - FOUND MONUMENT /N MONUMENT WELL AS NOTED.
<br /> o� I I -•- INDICATES A FOUND MONUMENT AS NOTED.
<br /> SET 3/4" x 24" IRON PIPE TAGGED L.S. 6805
<br /> I I J LL
<br /> 4' �o FOUND 1" IRON PIPE PER NO TAG.
<br /> � �, I (R5),
<br /> o I ROAD DEDICATION (R18) I \ LIMITS OF THIS SURVEY
<br /> CN* BK. 3383 O.R.- PG. 96,
<br /> I
<br /> S.J.C.R.
<br /> �1 11 CURVE SYMBOL o � � •2 \ LLl
<br /> 9 /0 I.N. INSTRUMENT NUMBER
<br /> W PIPE
<br /> PINI PIN IRON PIN
<br /> •i;�
<br /> 1 1 I Wo o I M.&P, MAPS AND PLATS
<br /> � $ - " I \ O.R. OFFICIAL RECORDS
<br /> N
<br /> N 870358 W 1595.07' P.M. PARCEL MAP
<br /> (M) \ M
<br /> P.
<br /> o
<br /> 36'(M)(R1) '-jl R.S. RECORD OF SURVEY
<br /> � I
<br /> I
<br /> 3' I ��"' N 89'40'38" W 846.50'M �''� TOIL
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> I 0 300'(M) AND AS DESCRIBED IN EXCEPTION N 00'56'061'" E SFN SEARCHED, FOUND NOTHING. NOTHING SET,
<br /> I 40.19(M;)
<br /> ;� I o N I CENT ERUNE OF I o0 o BK. 1904 O.R., PG. 125, S.J.C.R. �p�06' ;! UNLESS SHOWN OTHERWISE.
<br /> M, LOWER SACRAMENTO R0. - I INT. 1/4 UNE PER ag0� R. I N v\� o W.C. INDICATES A SET WITNESS CORNER, MEASURED
<br /> $ I o PER (R 1)(R4) '(R3)(R4)(R8)(R9) ,G• I 300'(M) AND AS DESCRIBED /N EXCEPTION ALONG THE LOT UNE THE DISTANCE NOTED.
<br /> \• S• BK. 1904 O.R., Pc. 125, S J.C.R. "
<br /> FD. 3/4 /. PIN, � ; \ FD. 4N" ROD POST
<br /> I ( I1'�l N 870358 W PER (R3). NO TAG. ,. i ON R.R R/W UNE.
<br /> N
<br /> " ACCEPTED AS N.E. , �� (R3) CALLS /T N 0'01 E
<br /> -70.65 N 8703'58 1593.52 .9 -�S�v CORNER OF LOT 8 �� 2.76 NOTE:
<br /> FROM ACTUAL CORNER
<br /> " W 1604.81'(M) 1616.47R1' - FD. LOCATION IS 50.00 WESTERLY
<br /> f I ( ) 1593.79(R3) " • '
<br /> N 89 4038 W 980.97(M) 988.10(R f) - r�y OF THE CENTERUNE OF THE BOOK 25 OF SURVEYS AT PAGE 128 SHOWS A 10.625 ACRE PARCEL
<br /> \N 89'20'00" W,/ I \ 9 I 10 / I [ "
<br /> 3 70.73(M)(R3)- EXISTING RAILS. ACCEPTED 4'714 ,
<br /> 40.30(M)(R2) \ / • AS ON R.R. R/W UNE AND ON OF LAND AND THE ASSESSOR HAS ISSUED ASSESSORS PARCEL
<br /> N 89'16'14" W f� �.,�. 2 5 I 8 » I 14 15 16 192.71'(M) 192.74'(R3)_ 'I EAST LINE OF SECTION 9. NUMBER COMMUNITY DEVELOPMENT DEPARTMENT HAS A4-06-01 TO THIS AREA, SAN �RECORD OF AN
<br /> 9.50(R3)(R4) � I\ - - -� - - 16 I 19 I QUIN COUNTY
<br /> � APPROVAL OF DMSION OF LAND 73-202. THIS SURVEY FOUND NO
<br /> \ (TIE) / ` \ / 6 I 7 12 I 13 1y I I I I 21 22 23 12d 11y 1 118 1118 1 120 I 121 1122 123 1124 1126 I 12s 127 1128 1129 113o 1 131 1 132 1 133 I >34 I \13$ CENTERLINE OF £X. DEED, LOT UNE ADJUSTMENT, CERTIFICATE OF COMPLIANCE OR OTHER
<br /> -240.96'(M)(R2) RAILS BY THIS SURVEY. DOCUMENT OF RECORD THAT SPECIFICALLY DESCRIBED AND CONVEYED
<br /> • MORADA MME THE 10.625 ACRE PARCEL SHOWN ON SAID RECORD OF SURVEY. THE
<br /> O. •, �- CURRENT DEED OF RECORD FOR THIS AREA IS BOOK 1904 OF
<br /> / N 89'16'14" W 2641.60(M) 2641.53(R7) OFFICIAL RECORDS, AT PAGE 125, S J.C.R. THIS SURVEY MAKES NO
<br /> I \ /
<br /> I I 1 p' REPRESENTATION AS TO THE LEGALITY OF THIS PARCEL.
<br /> FD. 1" Z, PIN W/2" BRASS WASHER TH UR TABLE CHORD CH. BEAR/NG �' 1/ J r J r" 5
<br /> `>STAMPED SJCO LS 2239 PER FB 641 PG. 21, CURVE RADIUS LENG " " Sl l-I Y �JJYOJV ]rr jl'�J�'r FD. RR SP/KE. SHOWN AS f
<br /> IN CONC., IN MON. WELL AT INT COR. SEC. 9. 1 2455.70 1761.91 4106 30 1724.36 S 2107 06 1IV M.&P. 14-53, BOLT ON (R7). ACCEPTED AS
<br /> ' CENTERLINE BEARS N 89'16'14" W 9.50' 2 2455.70' 962.25' 22'27'03" 956.10' S 30'26'50" 11V W. 1/4 COR. OF SEC. 10
<br /> FROM INT. 1/4 COR. PER (R3)(R4) 3 2455.70' 799.66' 18'39'27" 796.13' S 09'53'35" 1IV S J C.R.
<br /> 7 2415.70'R26 757.98' 1758'40" 754.87' S 09'33'11 00 En SHEET 3 OF S
<br /> 05-347 RS (Sheet 3).DWG DECEMBER 6, 2005
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