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NOTES
<br /> 1. ALL DIMENSIONS ARE SHOWN IN FEET AND DECIMALS DETAIL '°D" LINE TABLE NO ,
<br /> THEREOF. N• RADIAL TABU TRACT 3LINE ' LENGTH BEARING LAVE LENGTH BEARING N0, BEARING
<br /> 382
<br /> 2. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND '' L1 10.50' N89'10'33"W L13 14.26' N44'51'33"E
<br /> BOOK OR VOLUME PRECEDES PAGE. v� RI N80'33'53"E SUBDIVISIONS (�F' SAN JOAQUIN
<br /> via� (p "v L2 11.67' N00'08'48"W L18 14.14' N44'S1'33"E COUNTY
<br /> 3. CHISELLED CROSSES "+» WILL BE SET IN CONCRETE SIDEWALK 12 o�,s�o. '`'"' L3 , » R2 S18`47'40"E
<br /> AT 1-FOOT OFFSET TO FRONT LOT CORNERS ON EXTENSION R=225:00' x'. 14,25 N44 39 30 W L19 14,14 N45'Q8 38 W R3 505'38'43"ELEGACY
<br /> L-0.55' �"= 1 RADIAL , " » EUNI"'
<br /> OF LOT LINE. L4 23.99 NQO'08 48 W L23 14.16 N45'08 48 W R4 N24'2413 E 2
<br /> X0'08'22 +! --�fl$ � tc�
<br /> 59'26 L5 15,25' N59'06'54"W L24 13.99' N25'40'21"E R5 N88'38'14"E BEING A PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION
<br /> BASIS OF BEARINGS SCALE 1"=60' N89'S1' 3"E � l� p � , ,
<br /> 47.97 rod v o L6 14,16 N44°51 12 E L26 17.00 N89°10 36 W
<br /> R6 N79°35'09"E 15, TOWNSHIP 3 NORTH, RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> THE LINE BETWEEN S.E. CORNER OF SECTION 15, T.3.N., 5� ��'s L7 14.02' N44'3941"W L27 20.96' N10'22'38"E R10 Sl 9'55'46"E
<br /> R,6.E. �� � L8 14.07' N34'18'30"E L28 27.62' N10'22'38"E CITY OF LODI, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> M.D.B. & M,, AND THE EAST 1/4 CORNER OF SAID SECTION 15, 110 R11 S65°21'13"w
<br /> BEING N 00'08'45" W, AS PER (R2), MONUMENTED AS SHOWN i L9 13.28' N60°03'11"W L31 17.24' N60'19'13"E R12 S76'23'14"W LEGEND
<br /> HEREON. L10 14.89' N41`44'29"E L34 19.58' N00'0845"W R13 586'5537"W ? O FD MON. IN MONUMENT BOX AS NOT
<br /> CENTURY MEADOWS FOUR UNIT N0. 2 L11 14.14' N45"0827"W L35 25.74' N00'08'45"W ED
<br /> R14 N16'61'2.5"W '
<br /> L12 17.24' N60'36'07"W ' s FD MONUMENT, AS NOTED
<br /> M & P 37-35 R15 N05'2346"W
<br /> 60.17' SS.Ot)' 55.00' S5 Oct S8 '1Q'36"E 9$9f8t' ! ° SET N MONU4MENT BOX PIPE, TAGGED LS 6594,
<br /> oD ' 55.00' 55:OQ' now.� 3 WC 65.fl0` 55.00 55:00° 55:00 55:00' o SET 3/4' X 24" IRON PIPE, TAGGED LS 6594
<br /> 11421
<br /> 3 WC 53.22' 106,2!' 340(1'
<br /> �t0 � (TYP.)
<br /> P.U.E. w {
<br /> M- *- t� . � r•; _''' w �,� �„� '''' (TYP.) 10" SEI" 3/4' X 24 IRON PIPE, TAGGED LS 6594
<br /> 21 `�'. .�� ° 1 1.8 1 16 15 '• ' . w N P.U.E. AT INTERIOR PROPERTti' NE INTERSECTIONS
<br /> 5,619 ;t 61.g '�' a► �- _ . ,,. N w 14 N as 13 1 ►. ,w 1 ,�, 34 34 UNLESS NOTED OTHERWI
<br /> { 6,009 " 5, 5,619 ; ' o 619 ,° 5,619 . K 81 �- "• i•
<br /> I 8 SQ.FT. $ SQ.FT. c� 5, " 5,619 5,619 °' '0`1', -� t~ 11 cv 1�. 10
<br /> 619
<br /> ;a 5,619 5, 5,619 8 j7 900 .►."}~�h h 8,245 SQ.FT. r"' ,`, ///�// RESTRICTED ACCESS
<br /> SQ.FT. SQ.FT. w �► 5,380 7, I
<br /> �;,,► z SQ.FT. SQ.FT. 8 SQ.FT. c$. SQ.FT. f BOUNDARY LINE
<br /> 14' z: a, �. SQ FT. $ �" SQ.FT. $ SQ.FT. SQ.FT. 1 f SQ.FT. �^ ` SIV
<br /> c V _ P.U.E 27' G2 �'/!.=4g 36. i`` Ns9"5t't2"E • LLQ1 CENTERLINE OF RIGHT-OF-WAY
<br /> 4$.45' 55. _____ P. 0 11 5 _.
<br /> cv 55,OC1' 55:0 55.00' 55,00` 55:00' 55.00' 55.00' 5 .00' ' / 5 , 32 SQ.FT.
<br /> N N$9�rfl33 6027 -�" =41 : '°� ,os.ts' DRIVE _ RIGHT--OF-WAY LINE
<br /> EASEMENT LINE
<br /> L, {° ---- -- _ - ..._ _ __��_______ N89'14'33aw 731,16' -.____ __ _ 4��?° -X
<br /> \r'�, �oA'�� " g g • LOT LINE
<br /> rkA' (^ ,/_" (M-M) MONUMENT TO MONUMENT
<br /> Cq5 + KATNICH - -' N�3 � - 8 070 SQ.FT. �° FD 3/4 IRON M-
<br /> N 69418' ------------ '-•"".,� ©.
<br /> LANE � °��,.� � Q f � ROD CAPPEp ( PL) MONUMENT TO PROPERTY LINE
<br /> R4 _ J9.$g' 57.0 N0910' *W 660.01' MEASURED WITH THIS SURVEY
<br /> 57 on 57.00 w•' - _.- �. � �� AND STAMPED �M)
<br /> 7-7 57-W 57.00' 57;00' 5700' 57.00' 57,(10' 57.00' �, 57 •4a°c z W(R . ,
<br /> 50.?7' '`� u3 t s tw � N69'51'12"E ,
<br /> RX.E. 19638 R RADIAL BEARING
<br /> DOC! 2004-066000 P.U.Q. tfl' 7 60 i0st9' � (Rt 1) P.U.E. PUBLIC UTILITY EASEMENT
<br /> STREET EASEMENT D W ao 3 N
<br /> "� = w' W w P.U.E. '�• 6,906 SQ.FT.
<br /> NI- ,, ,;, i,, ,� �r �,, d l S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> g
<br /> 22
<br /> `,�N `r` `�' -�" aloe i • ''�. . fig, ``' `"'' I° °°' ` ice' R.S. RECORD OF SURVEY
<br /> 23 24 a 25 26 2 29 N; � N , N891'12'E �g ,
<br /> c ,� 30 31 32 - + 33 ` tai 04. P.M. PARCEL MAP
<br /> 6,934 $ 6.032 $ "` 6,011 5,991 �- 5,970 �- 5,949 $ 5,929 5,908 5,888 it 8 5,867 �' 5 847 1. ' ": 10(f:OiY 8,070 SQ.FF. r•
<br /> 6,172 w w M.&P. MAPS AND PLATS
<br /> 00
<br /> Lf) SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ:FT. SQ,FT. SQ.FT. SQ. SQ.FT. z SQ.FT. SQ.FT. S SQ.FT. '' + cs o t.N.
<br /> o , , INSTRUMENT NUMBER
<br /> 25' 25' 23 5,671 SQ.FT. g N89'S11Z"E > FD FOUND
<br /> c� O + 103.71 146:19
<br /> 57:00' 57:00' 57.W 57':00' 57,.QS 57,9A� 57..00' 57.QQ' S7.OQ 57:00' 6t.85' n' r N8h 11'2"E
<br /> Z (T) TOTAL
<br /> Uj N89'32'19"W 695.80' I R5 4 :- �uy
<br /> N88' 5'S3R �I WC WITNESS CORNER
<br /> -" 7,895 SQ.FT. I
<br /> .ar c, t0 � � 4 34 ! �` SET CHISELLED CROSS
<br /> 45 44
<br /> ' 43 r �' `� n: P.U.E. `
<br /> �o N . " 42 41 �` 40 3 p"'ao a
<br /> 33 . : 37 3 35 34 �, �, - 10,
<br /> 6,873 T r+ 6,011 ' ` 6,015 -N � 5,980 ``' 5 N c"3 '. rw +� '` ' ,,� o ,} ri' 6,53 SO FT ; P.H. SEE SHEET 2 FOR REFERENCES
<br /> .946so
<br /> 5,9 2 . 5,878 5,844 5,810 ``' 5,776 N;c3 5,741 6,379 '' �' op`�' R3 0
<br /> SQ.FT. .;, SQ.FT. � SQ FT � €� � oo. w ,cs
<br /> 5Q.FT. SQ:FT. I - SQ:FFT, ,. SQ.FT. SQ:FT. SQ FT. S 6 SQ.FT. SQ:- (. ok Z, ca a; Rt c a 610.007R �.. CURVE` TABU
<br /> tO x t $ N,0�58'f39"W(R � �, rS �3�T.54•. IL -6,.g , + N$911z I CARVE RADIUS: LENGTH DELTA CHORD
<br /> DOCI2004-021209 P.U.E. 0 - �- o �z18 " ,
<br /> _ _ � Cl350.40 127.91 20'5625" N79'23'20"I 127.21'
<br /> _ `� 12 i.88 cV�„, N89'S112 E 1fl4.O1 ,
<br /> P.U<E 1,59 R6 sa R2. p OU y6j- - �': __ - _ _ _ f
<br /> t 1 49,64' 56,29' 57,00' 57,00' S7.OQ' 57.04',. 57»0�' 57.00' S?.0(3' 7;0(3' C1:0 cerin. R.14° c R' g •56 fl4 C2 350.OQ: 1©2.1 i 16 42 58 IV81'30'04"t, 10?.75
<br /> { 5 57.00 _ ,�20
<br /> N89*51'33 620:52' ° 4g'S8" r: C3 350.00' 25.80' 4'13'27" N71'01'51"E, 25.8(1'
<br /> �513�29'31'�R� , cr C3 o p 1`; g11t,S cv+ N89'5112E
<br /> --. _ �.
<br /> O -- _ N89'S1'33"€ 65800' '` C2 ° Rio ft3Z•5�x'29 s: 39 _ 5,., ,� I' C4 250.00' 38,31' 8'46'45" N04'3149iN,. 38.27'
<br /> 22.50 225.00' o, _ ___ _ __ o �"Ca T'1 "� ��,•. .9 •. -1 S03'26'fl7"E(R) :. C8 475.00 77.61' 9'17'19" N04'47'28"W, 76.9^x'
<br /> M 15.08' f " n: 395.42' N11V38'29"W(R �+, r a �' _. - `�10' �-" - -_ . FD 3/4 IRON C9 65.64 26.75' 23'34'46" N77'23'10"W, 26.56'
<br /> „ 1 2 < �t71'16 28 { P ul. 8013 CAPPED , ,
<br /> ^? N89'5S 33 E ,86.00 cv »
<br /> 44. t�? ti N89'S133 E 355.42 N . 1. 1 y, C10 322.543 60:35 10'44'42" N84 26 42
<br /> : `,F. a
<br /> , �► . STAMP f ,, f »
<br /> Q 92 50.09 _so.00F' v.o0 50.00 sflc 50:00 50.a 50.E 50.E 5.42' C3tTi c �, * ,� a 12 130
<br /> r „n -___ --"� �. , ' �, R.C:E 19638 C11 65.40 15.15 13`21 04 N8311 01 E, 15.i 1
<br /> �10 �. f - _ 1_.�_.- _ J �'- `° 7,614 SQ FT ' 7,739 SQ.FT. ,
<br /> P.U:E. 14� ''�_ro N7,'32 07 E{R) �, * RESTRICTED i (:R11) C12 377.56 75.78 11'30'42." N84 '32"E, 75.65'
<br /> '�► _ I \ ' �► ! C13 275.04 42,14 8 46 45 N04 31 49 W 42.14
<br /> 5,720 SQ.FT. P:U,.E. _ 3 3 3 :. 3: 1 �r , 5
<br /> M f
<br /> dQ 4 N:al 4 �, F C� N: to N: N �� > ,
<br /> r
<br /> w N89'51'VE 1 1� 1 1. 123 - a .1�6i 69.90' 81.51' C1$ 475.0(} 97.87 11'48 20 N24 S!42 W. 97.7(3'
<br /> "+ ' 1 125 125 1 :
<br /> 5,444 �' 5,004 - _ $ ,
<br /> C
<br /> ( ► 12#3 b c� N89'S112 E 151.43 ' 20 377.50 36.23 5 29 55 N87 0614 , 36,21
<br /> - r
<br /> SQ.FT. t05.t>0" 10 5,441 5,004 5 004 5,004 5,004 5,004 ? »- 5,004 5,023 7,537 �,c. \s# ,, r-" ;
<br /> •ef Q SQ.FT. P.U.E. o, .r �' SQ.FT. z. SQ:FT. z SQ:FT. z SQ.,FT. SQ:FT. SQ FT. z SQ:FT. SQ.FT. S a N511' C21 377.50' 86.63' 13.08'57" N77'46'4 " : ,
<br /> 55 Q Q FT. ti (PRC)
<br /> 13# We $ ; " , $" � 86.45
<br /> 5499' SO:OEI' 5,250 SQ.FT. °'
<br /> `� '� `' 6 893 SQ.FT. ( ') �3 C22 475.00' 66.60' 8'02'00 N05'25 07 W, 66,54'
<br /> N$9'St'33"E SII D!E`I'AL "D' _ 5 A � C23 475,00' 10.41' 1°15'19" N00'4fi'28"W, 10.41'
<br /> N$9'S133 E 502 97' `j, tam R1 t N89'51'12"E f,
<br /> NB� '3 "e 1057 105.0iY
<br /> 55:00 50:00' 50:00' 50,00' 50.W 50- Sfl:00' 50.00' ""
<br /> C24 67.00' 31,16' 26'38 36 NO2'56'40"W; 30.88'
<br /> N
<br /> 50.00' 47.97' < a`Ao `- „� r 124.76' +
<br /> FD 3/4" � 48 $ � J'� �►* o "o. 8' C25 67.00' 3.00' 2'34'06" N81'35'03"E, 3.00'
<br /> e* o. , , » f f, ,
<br /> IRON ROD
<br /> $ 5,254 SQ.FT. �$ �,�►* r d 132 C26 525.00 11.14 1°12 58 N00"4517 W 11.14
<br /> m9 5,250 SQ.FT. _ ` �, ;
<br /> TAGGED I N89'5] 33 E N89'S133 E g � $ 119 N :$ 11$ 11 $ 115 N 115 „ ' "` ' $ 112 "w w ' R,5,763 SQ.FT. j 41' 34' C27 275.00' 37.76' 7'52'00" N04'04'27"W, 37.73'
<br /> RCE 19638 ,05:07' " 5 450 114 N B 113 _ 8 111 _ 110 : ��, N89'S112 E C28 275.0 ' ' " N08-27'49"W,
<br /> ( ) 5.00 105.00 8 :$ 5,000 .8 5,000 5,000 s° $ 5,000 $ 5,000 5;000 5,000 S 5,000 a'= �: �. 0 4.38 0 54 45 4.38
<br /> 6,677 �., w 107.56' ____ f
<br /> R1 SQ.FT. a, SO..FT. $ SQ.FT. $
<br /> SQ. g SQ.FT. SQ:FT. SQ.FT. $' SQ.FT. SQ.FT. o `�» �`" C36 377.50 34.63 5'1519" N87'13'S4"t=, 34.61'
<br /> ' $ 4 $ - I 10 SQ.FT. �. r d 133 i3 C37 377.50' 41.15' 6'14'43" N81' '
<br /> 2250 r II..
<br /> _ $ f$ 28 53 E, 41.13
<br /> " 5,254 SQ.FT. P:U.E. 58337 25 R G? ?; �* f ." , ,,
<br /> FO 3/4 N89'5t°33"E S,250 SQ.FT. rr �.�4 '� m 5,159 SQ.FT. ui LEXINGTON
<br /> C39 322.54 18.51 31719 N8812 32 E, 18.51
<br /> IRON PIPE N$9`5133;f_ 45,W 5000' 50:00' 50.00' 5600' 50,00' �,
<br /> 3 X05.0
<br /> 50.00' 50.00 50:00' 67;33 c>r o N89'S1 t2 E �►�YVE C40 475.00' 2$.43' 3'2547" N28'48'S9"1N, 28.43'
<br /> TAGGED LS = 105:�____ >4 N891 '3A 5'12:33' �+ R
<br /> _ _ : 100.36• .: C41 275.00' 28,24' 5'53'05" N27'35'20"W; 28.23'
<br /> 6664 IN I 50 cv N89S4 33' 583 6t cv +
<br /> U)MONUMENT � 5.253 SQ.FT. " 59 �S ° - - --"�--"--�" ' - -- 1.34 i�,,, ,t' CO2 275.00 14.05' 2'55'35" N01'36'36"w, 14:04'
<br /> W BOX(R6) '3rE 5,250 SQ.FT. �g N OL' I 5,002 sQ,Fr. • !
<br /> z N89'51
<br /> N89'St' 3".E 513.,62', LAND PLANNERS
<br /> Q r- O I ,fl5:os N$ t , E N8s'51'12' � '
<br /> 57:6 51.00 , 1.
<br /> 51,00' 5 . 51.00 51.00 52 S2 44.99 .9 w We 10' 1
<br /> V) �- o r� '� 51 1236' - `- ___ -- � W9CIVIL ENGINEERS
<br /> R
<br /> 5 f
<br /> ~ N ups Cf 0 + - - -- N P.U.E.P � .
<br /> SURVEYORS U.>:.
<br /> 135 (TYP.)
<br /> 5,253 SQ.FT. c� Qx
<br /> z Q { f " `� 5,282 SQ.FT. `"' jail R ' 5,000 SQ.FT.
<br /> , ..` .
<br /> v +�- N89.5133 .� a DAVID EVAN J
<br /> 105.06' N$9 51'33"£ ��, �,
<br /> 100 101 102 103 104 105 105 107 108 103 N , N89'5t 121 � „ ,
<br /> 107.56' cls w ,o©:oo`
<br /> ASSOCIATES INC-
<br /> w k
<br /> J ' 5 51 i ii t z 13$ 41' 34' 209.543.3660
<br /> I ; wr�r.deainc.caam
<br /> 4 JUNE, 2004 SHEET 3 OF 4
<br />
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