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<br /> vob
<br /> CURVE TABLE LINE TABLE SET CONCRETE NAIL ANO aRASS
<br /> S89'11'38"E TAG STAMPED "L.,S, 4334" Mi
<br /> NO. RADIUS DELTA LENGTH CHORII LINE BEARING LENGTH 109.00' Is CONCRETE SASE of FENCE POST. i�cE© AVENUE LOT LINE ADJUSTMENT
<br /> 153
<br /> L1 N09 25 W 36.22 102.0 j 7.00 7.37
<br /> C1 70.00' 58'12'42' 71.12, N19.40'32'E 68,10' L2 N49.30'59'E 27.93' I OF �► t v
<br /> REfORD.. ,�i��r1r���l il.rrlrQ»P�I��rrrlrYra
<br /> C2 70.00' 2.22'I7' 2.90' s0e'14'40'E 2.90' I
<br /> I
<br /> h EY
<br /> NEW LINE Q SITE
<br /> .......__.,�
<br /> C3 60,00' 11.39'x5' 12.21' NO3.36'06'.W 12,19' 1�ENEZFs r1�$ J I 1 E
<br /> BEING A PORTION OF SECTION 20, T.2 S,, R.8 E.,
<br /> M.D.B.& .M.,
<br /> C4 70A0' 55'50'25' 68,22' N20'5I'41'E 65.55' I ,N CITY ()F RIPON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> OLD taaE-� 8 IDAHO Sl.
<br /> I � ?
<br /> SSW 11'38" I G�pN a
<br /> 102.00' 4 6.29`* z _ OREGON ST. _
<br /> X7.02' N00'4�6'17"E
<br /> ,/ 7.1(.' - HHa,HaaHa •Ha,11,1,1•..H,H IHHIHIaHHH,IH.H11H 1,.,1,x1,1 Ha,1•H.H.. .. -
<br /> �,,I/�-7 / N8t3'17'4 " CALIFORNIA 5fi.
<br /> MILGEO AVENUE Y' '�� W 94,87'
<br /> HEETERR 6.19'
<br /> QD
<br /> R
<br /> N8909'03"W 40.00' 1/4 SECTION LINE f IJ °g ST4T�y�YS I E F
<br /> I E C�
<br /> N89.Os'03'"W 1330.84' IM) NSW t,1 .W 'r ENGINEERING , N c.
<br /> NORTH 12.83' (M)
<br /> 102.00' o '`-5.57'a' SHEET 1 OF 1 SHEET
<br /> FD. 3/4" IRON PIPE, M&P 34-14 14.02' -� VI INIW -- JUNE, 2000
<br /> AT 1/4-1/4 SEC. COR. 589'tt'38"E
<br /> N " (3/4" IRON PIN M&P 27-13) 107.84' N. T. S,
<br /> SEARCHED C ED FOR 2 BRASS CAP STAMPED R.C.E. 21258 AT
<br /> WEST 1/4 CORNER SECTION 20 PER RS 30-189 NORTH 40.00'
<br /> SECTION FD• 3/40 IRON PIN WITH CAP STAMPED "LS 50' S892 oofrE
<br /> V) PER R.S. 34-59 & P.M. 21-116 N89-11'38'W
<br /> LINE S89'11'38"E 102.00' 4.85' 4
<br /> z �. ST�M;.NT OF PURPOSE;'
<br /> rn � 100.00' - THE PURPOSE OF THIS SURVEY 1S TO ESTABLISH AND MONUMENT
<br /> a� EXTEND 1 O1 y TO NORTH ORTH RIPON f'IJ 20�' w 9 THE ADJUSTED PROPERTY LINES AS DESCRIBED IN NOTICE
<br /> 04 - OF LOT LINE ADJUSTMENT 99-06, RECORDED ON OCT,i• ]: 41 1299
<br /> �.- JIJUVD 1 -� _r- N89'11 38"W AS INSTRUMENT NO. 99129733
<br /> = 0 MAPS 3, PLATS, VOL. 8, PG 8 � cx0 LINE '� w`- � � 100.93' -
<br /> o U) I SAN JOAQUIN COUNTY RECORDS, ANI) TO CONFORM WITH SECTION 8762
<br /> W z SAN JOAQUIN CO. RECORDS �g $ o OF THE LAND SURVEYORS' ACT
<br /> NEW UNE
<br /> I �
<br /> S 89'11'38" E I / i
<br /> MONUMENTS SET.
<br /> ,Q SEE DETAIL "A" I 100.00' �',t '` 6.04' REBAR, 3/4" IN DIAMETER, 30" LONG WITH CAP ATTACHED AND STAMPED
<br /> C3} z S 20.00' "L.S. 4334" SHOWN THUS: - ----<:►------- , UNLESS OTHERWISE NOTED.
<br /> V' y,�. NS
<br /> 0
<br /> 109-00, © F o 105.18'
<br /> S$9 1 1'38"E �, S89'1 1'38"E (�QJ � Z
<br /> BASIS OF BEARI NGS.
<br /> U ~ 102.00' 117. THE EAST UNE OF NORTH STOCKTON AVENUE, WHICH BEARS NORTH
<br /> cy v
<br /> N «� I.N. 00103906 I d AS SHOWN ON M&P.:34--)4,
<br /> / FRANKLIN Ns9.1 t 38"W
<br /> u7 H� r LANE S89't 1'38"E 2.00'
<br /> C4
<br /> c� _ � I s=� 3 s.F.�' c1 w
<br /> 100.1', ,, R T T:
<br /> ot 589'11 38"E A " �1562$ __ TREE ON CORNER / 10.63' THIS MAP CORRECTLY RF.PRESFNTS A SURVEY MADE BY ME OR UNDER MY
<br /> 108.29 J88' , 7 44 1J - ,
<br /> MON. NOT SET
<br /> Z - DIRECTION-1N CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
<br /> M I.N. 00109285 I G SURVEYORS' ACT AT THE REQUEST OF ACLC IN JUNE 2000.
<br /> u, 5m S.1*, r� J Ll $ x
<br /> N89'11'38"W I 5.970 S,E C io r__
<br /> J J DATED THIS 21st DAY OF JULY 2000. R.
<br /> C3 I �...._. MOPE.
<br /> i 07.57' _ S89'1 1'38"E T.75' iii ..►
<br /> ti N 89'11
<br /> I.N. 94124223 107.84' 300 30' , -.��� �r_ _____ N 89'11', ' ,
<br /> Z11 102.00 79.18 No. 4334
<br /> goo S 89'11'38" E LN6 SAF. Q >. ' I SFNN. SET CHSEI ED »+' STEP R. THUMLE , L.5. NO. 43.34 *�
<br /> Exa June 30,20iD4
<br /> rn ori 1 ';L ' � FD. 5 8 REHAR, NO TAG NO REF.j IN CONCRETE S DEVIAIX LICENSE EXPIRATION DATE': 6130104
<br /> g
<br /> 06.85 ' woo, ff F- / 1 C
<br /> N89-11-313"W ► I 1,11 ,r'1 S0013'E 2.50' FROM COR. ' ' RV ' ]_ OFC
<br /> I.N. 00104854 �� DETAIL A D�I. TY SU EYOR S , M NT.-
<br /> 100.93,
<br /> OF g rl� 6.128 S.F. `�" ui NOT TO SCALE THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WIT SECTION
<br /> z- S 89 11'38" E rk lI 8766 OF THE LAND SURVEYORS' ACT THIS DAY OF o�� Q4,
<br /> 106.04 M I LTJ S.J.C.R. SAN JOAQUIN COUNTY RECORDS '' ,2001.. V Lp l
<br /> N89'11'38"W ^'t� z -� P.M. PARCEL MAP, BOOK AND PAGE, S.J.C.R.
<br /> $ I.N. 96041881 105.18' _ R.S. RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R.
<br /> I'd g O.R. BOOK OF OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R.C.R. C28064
<br /> MANUEL LOPEZ, R.C.E. 0
<br /> 351 40' 100,00, M&P MAPS AND PLATS, BOOK AND PAGE, S.J.C.R. COUNTY SURVEYOR OF N OAOUIN COUNTY Expires:3/
<br /> 102.00' I f I.N. INSTRUMENT NUMBER, S.J.C.R. REGISTRATION EXPIRATION DATE: 3-31-02
<br /> ;
<br /> S 89.11'38" E � � P.U.E. PUBLIC UTILITY EASEMENT F�EC+�RQEF?' STQTEM�IT: �c
<br /> SFN SEARCHED, FOUND 'NOTHING ,
<br /> I FILED THIS L�2 DAY OF , �14w�'►�,� 2001 AT 3' ' r A.M
<br /> S8 40.00 � � � � (R) RADIAL BEARING �
<br /> Q.R. 3001-94 EXIST. `r IN BOOK J_ OF SURVEYS, AT PAGE ,/.5,.3 AT THE REQUEST
<br /> 10 P.U.E. I (M) MEASURED ON THIS SURVEY OF STEPHEN R. THUMLERT.
<br /> 102.00' �.. .r �9.i�� 49.5 ' `_ (1) M&P 8-8 FEE: 7
<br /> SGALE. i"=60' 3/4" REBAR/CAP STAMPED
<br /> N N 89'11'38" W 181.18' FD. 5/8r REBAR, ----�- MONUMENT FOUND,
<br /> / , -* LS, 4334 PER M & P 34-14, UNLESS OTHERWISE NOTED. si_, �
<br /> NORTH 295.00 --- IDAHOTRENg_TAG, NO REF. MONUMENT FOUND 1/2" REBAR WITH CAP STAMPED /`_ 1 - 11
<br /> SEARCHED FOR 3/4 IRON PIPE, BENT, ul) S42'06'E 2. T L.S. 4334 PER M �dt P 34-14 UNLESS OTHERWISE NOTED. GARY W. F EEMAN, ASSESSOR/COUNTY RECORDER COUNTY CLERK
<br /> PERM & P 34-14, FD. 3/4 IRON PIPE 6 g
<br /> WHICH HAD BEEN STRAlGHTED AND !S SFl� RESET CHISELED + " OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> _ --Q-,- MONUMENT FOUND, 3/4 RESAR/C:AP STAMPED
<br /> SOt'40'E 1.90' FROM POSITION SHOW16 Lf. 3 �� L.S. 4334 IN MONUMENT WELL PER M & P 34,14. '
<br /> ON C & P 34`14 ' NI RTH RIPON + FOUND CHISELED + AT 3' OFFSET PER M&P 34-14 EOR ER
<br /> FD. CONCRETE NAIL (R.S.31-88)1 M P Q-•49, S.J,C.R. . 6
<br /> (Q D SHEET NO 0) " ,,E ,� /'�• �'d�..� 99.190
<br /> *61
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