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P.M. 7-20 FD, 3/4" I.R. (R6) THE FOUND MONUMENT ON THE EAST RIGHT-OF-WAY
<br /> NO TAG WAS USED IN DETERMINING THE WEST RIGHT-OF-WAY
<br /> 1/4 SEC. LINE OF STATE HIGHWAY ROUTE NOS. 12 & 88. R,S. 26--61
<br /> PARCELpMAP
<br /> SFN AT CENTER OF SECTION A POWER POLE IS LOCATED WHERE of
<br /> r` R.S. 20-47 THE 1" IRON PIPE WAS SHOWN PER R,S, 20-47.
<br /> R.S. 26-78 FD. 3/4" I.R. (R2) A PORTION OF THE
<br /> FD. 3/4" I,R (R1) NO TAG
<br /> BENT NO TAG SOUTHEAST QUARTER OF
<br /> SFN S 89' 58' 00" E 1106.99' (R1) OF PROPERTY�.LINE
<br /> S 89' 54' 10" E 1106.95' {M} R.S. 14-58 SECTION
<br /> ����0
<br /> 250.00 570.00' �_ 286.95 N 361 T. 4 N. , R. 7 E. ,
<br /> 371.39' (M) (R2) /
<br /> FD. 3,4" 1.R. M. D. B. .& M.
<br /> SCALE: N 9" = 100' E---- 15' P.U.E. N NO TAG 10' P.U,E.�� �� Sari Joaquin Cour t
<br /> w � I
<br /> Col1 fora la
<br /> 100� PARCEL 3 PARCEL 2 PARCEL 1 e 0 4�
<br /> 1.98 AC. . SHEET 2 OF 2 SHEETS
<br /> I0 �A 2,03 AC. 4.42 AC. In ` �,l JUNE, 2001
<br /> Ln
<br /> r �,�
<br /> R.S. 6--159 z o. '�/ `O�.
<br /> -~\
<br /> 10' P.U.E. o "� / 3 0
<br /> Q 2(R) z i o DILLON & MURPHY
<br /> Q CONSULTING CIVIL ENGINEERS
<br /> -.• "� o �` ENGINEERING PLANNING SURVEYING
<br /> a Q, � o �`
<br /> 'cnI C4 Ls{ } �r°��� BLOSSOM COURT. _ L4 R C10
<br /> ►°�i N S 89 54 1O E 251., 4 o N 89 54 10 W 208.48 --C7- ( )
<br /> 20' P,U.E. °7
<br /> o C5 Cl L7 N 89' 54' 10" W 208.48' 97 L6
<br /> „ � - CIT L, "�3s$?' BASIS OF BEARINGS:
<br /> z N89'54 10 W N 349.72' ,� 4>yj,�
<br /> c�---------283.83'------ ----- - 65.89'---C8 _ n S�rd4p�, o h THE WEST RIGHT-OF-WAY LINE OF STATE HIGHWAY ROUTE NOS. 12 & 88
<br /> 00 Oi Cg r4 6j'f to �� AS SHOWN IN BOOK 26 OF SURVEYS, AT PAGE 78, SAN JOAQUIN COUNTY
<br /> Q a 10' P.U.E. 0 rW n WSBp�. ,d RECORDS, BEARS S 18' 56' 00" W.
<br /> 00 a g8 O �g `Y .� 4
<br /> PARCEL "A " W W �, s P.M. 9-117
<br /> cD 1.,50 AC. w
<br /> N a PARCEL 4 � MONUMENTS SET.'
<br /> 1/4 SEC. LINE (STORM RETENTION '�' 1.67 AC. `�' 2 � L5 ` �
<br /> POND) 1no PARCEL 5 PARCEL 6 I) 3/4" X 30" IRON ROD WITH CAP, STAMPED R.C.E. 25835
<br /> c� %� BO 74 AC. AND SHOWN THUS UNLESS OTHERWISE NOTED.
<br /> o c�
<br /> D. AC. 0. "�
<br /> 0 0 o v� MONUMENTS SHOWN a SHALL BE 3/4" x 30" IRON
<br /> z z 0 10' P.U.E, �c°) ROD WITH CAP, STAMPED R.C.E. 25,835 SET IN A MONUMENT WELL.
<br /> 250.00' 345.00' 14285' z 165.18'
<br /> N 89' 54' 10" W 903.03'
<br /> SFN 3 LEGEND
<br /> 0
<br /> o
<br /> FD. 3/4" I.R. (R6) CURVE TABLE FD. FOUND
<br /> R.S. 30--73 ;n
<br /> NO TAG P.M. 9-997 CO CURVE LENGTH RADIUS DELTA TANGENT
<br /> CHORD R.S. RECORD OF SURVEY
<br /> P,M, 15-24 FD. 2" I,P. (R3) (FEET) (FEET) (FEET) 1.R. IRON ROD
<br /> USED FOR LINE ONLY ! C1 212.58 58.00 210'00'00" 515'05'50"W 112,05' P.M. PARCEL MAP
<br /> LINE TABLE C2 22.25 42.50 30'00'03" 11,39 N74'54`09"W 22.00' 1.N. INSTRUMENT NUMBER
<br /> C3 73.33 58.00 72'26'14" 42.48 S83'S2'43"W 68.54' 0.R. OFFICIAL RECORD
<br /> LINE LENGTH BEARING 80' C4 56.16 58.00 55'2$ 56 30.51 N19'55 08 E 54.00 R.S. RECORD OF SURVEY
<br /> (FEET) " "
<br /> L1 75.67 N18'56'00"E C5 35,99 58.00 35'33'05" 18.59' 525'35'52"E 35.41' R1W RIGHT-OF-WAY
<br /> a C6 47.10 58.00 46'31'45" 24.94 N66'38'17"W 45.82' M&P MAPS AND PLATS
<br /> L,c 26,47 N42'20 24'W C7 158.30 525.00 ' '33" 79.75 N81'15'S4"W 157.70' SFN SEARCHED FOUND NOTHING
<br /> 00 171fi
<br /> L2, 26.28 S46'37'35"W
<br /> C8 77.30 475.00 09'19'2$" 38.74 N85'14'26'W 77.22' SEC, SECTION
<br /> r L4. 24.80 S17'22'23"W COR. CORNER
<br /> �`' �` C9 78.86 475.00 9'30'42" 39,52 N75'49'21"W 78.76'
<br /> = 64.59 N26'04'00"W P.U.E, PUBLIC UTILITY EASEMENT
<br /> a' C10 14,30 525.00 1'33'37" 7.15 N71*50'49"W 14.30'
<br /> LEI 64.93 N63'S6'00"E (R) RADIAL
<br /> C11 164.38 500.00 18'50'10" 82.94 N80'29 05 W 164.3$
<br /> N L7 141.24 N89'54'10"W (R1) R.S. 26-78
<br /> Q L8 33.00 N00'05'50"E (R2) R.S. 20-47
<br /> L51 58.00 S82'10'40"W (R3) R.S. 30-73
<br /> z
<br /> L10 105.07 N59'54'10"W
<br /> R4 !,N. 99107032
<br /> L11 75.91 1 N1 B'56'00"E CERTIFICATE OF DEDICATION (R5) I.N. 84067158
<br /> SFN (R6) P.M. 7-20
<br /> SFNTHE FOLLOWING REAL PROPERTY IS DEDICATED BY HWY 88 SELF (R 7) R.S. 6--159
<br /> SEC. 36, T.4N., R.7E. STORAGE LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, 11780
<br /> N BRANDl ROAD N. 99 FRONTAGE ROAD, LODI, CALIFORNIA 95240 FOR THE PURPOSE OF -•- FOUND MONUMENT AS NOTED
<br /> A STORM RETENTION POND. POWER POLE
<br /> PARCEL A (STORM RETENTION POND) PER THIS ?,AW.=L-MAP. NOTE: 1.P• IRON PIPE
<br /> SEC, LINE AND THE COUNTY OF SAN JOAQUIN SHALL RECONVEY THE PROPERTY THIS 7 PARCEL SUBDIVISION CONTAINS (M) MEASURED
<br /> TOWNSHIP LINE SEC. 1, T,3N., R.7E, TO THE SUBDIVIDER IF THE COUNTY OF SAN JOAQUIN MAKES A 14.07 ACRES WITHIN THE BOLD LINES.
<br /> DETERMINATION PURSUANT TO GOVERNMENT CODE SECTION 66477.5
<br /> THAT THE SAME PUBLIC PURPOSE FOR WHICH THE PROPERTY WAS
<br /> FD. 1/2"
<br /> I.R. DEDICATED DOES NOT EXIST, OR THE PROPERTY OR ANY PORTION
<br /> r AT 1 /4 SEC. COR. THEREOF IS NOT NEEDED FOR PUBLIC UTILITIES.
<br /> No TAS NOTE- ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK
<br /> PRECEDES PAGE. ALL DISTANCES ARE MEASURED OR CALCULATED
<br /> FROM MEASURED UNLESS NOTED OTHERWISE.
<br /> r
<br /> ALITOCAD FILE 044PM
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