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TRACT NO. 2688
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> BRWKME ESTAM, NO. 25
<br /> NOTE.
<br /> 1. SEE SHEET NO. 3 FOR CURVE DATA, NOTES, LEGEND,
<br /> MONUMENTS FOUND/S=T AND BASIS OF BEARINGS. FOURTEEN MILE SLOUGH BEING A PORTION OF SECTION 30, T. 2 N.,
<br /> R. 6 E., M.D.B. & M., CITY OF STOCKTON,
<br /> 2. SEE SHEET NO. 6 FOR RADIAL BEARINGS AND SAN JOAQUIN COUNTY, CALIFORNIA i
<br /> CENTERLINE MON. GRID COORDINATES. PORTION OF A 40' STRIP I.N. 90071579
<br /> SEE NOTE No. 7 ON SHEET NO. 3 SIEGFRIED ENGINEERING, Inc.
<br /> 5E*
<br /> N87°20'22"E 201.62' 87°34'38"E W STOCKTON, CALIFORNIA JULY 1997
<br /> w N87046'22"IE 151 .52' 51.78' PORTION OF THE "NORTHERLY
<br /> 2703 oN FIXED-AGREED BOUNDARY LINE" SHEET 4 OF 6
<br /> • 1838 i1+0 16,173 sq.ft. �N PER I.N. 90071574
<br /> o� 50
<br /> 0, z
<br /> z NS 46'22 E 153.73' N87 20'22 E 200.00' S87°34'38"E
<br /> N00042'51"�, RECLAMATION n l QTR 1 C T 20-1-4 1 ,09 2 sq.ft.EE NDTI.N. 89050706E 6. SHEET & I.N. 95037728 ° R.S. 30-179 " ,
<br /> R.S. 30-179 42.55'(TIE) I 210.66
<br /> N89017'35"E 269.20' S89°17'09"E 403.55' N89 14 27"E N86°31'43 E
<br /> 1 15.45 45,03'
<br /> 59.42' 45.01' 45.00' 45.01' 45.01' 29 75' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 43.08'- 45.00' 45.00' r2.64'
<br /> 2.38' 45.03'
<br /> 40 RECLAMATION DISTRICT 2074 LEVEE N w ca U-) 8 00' 0 0 22 81'MAINTENANCE, BUILDING RESTRICTION AND _.
<br /> ACCESS EASEMENT PER I.N. 89050706 °' o, 15.25 � 22 22' - -
<br /> •'' v � w W - �+` (V M .' ^ '� 3 n N +, Q1 (o �; .ct O -00 Il1
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<br /> EXISTING P.G.&E. ELECTRIC N �, rn N c�i �, •- rn o N cr = O 0, r� (6 .� CO ,. Ln
<br /> TRANSMISSION EASEMENT M °O M °i "`� `� o rn M -"� M �' !`� M �''n O N`n N v N `� N '-� u`� �t ,� M y N � N N N N v pp r- ,� to o-
<br /> �n v, � v v, rrn � v
<br /> N Qi to z N O N n N p r- M tD o0 .- to et N O N N to N to iD r .- .-- (� •- ~ y N 3 _ '"" �►
<br /> O.R. 3267-94 TO M �t Nrn c Noo N rn o N `n °O co NN3 N � 3 N � 3 N c 3 0 � � 3 Lo to
<br /> 3 Nco 3 N �_3 N ^ -o Nom- UJ 14- 3 to� �' tDr- 3 torte �� N
<br /> BE ABANDONED N o o 'n o ca o ca rn oo rn a, rn co rn o N r rn r _ ►� _ _ = ca N NN *N N't N tV-- '� Nr N
<br /> o O M ►� ca cD ►� M o_ M cD M o c0 N ca N c0 N cD N N
<br /> BY SEPARATE INSTRUMENT o z z ( .. -� to to- ca ►� �; N N co io
<br /> SUBSEQUENT TO FILING FOR z cp oo n _ n r n �` n N t° N N N o
<br /> RECORD OF THIS MAP `rsr S �s cr o o ° 0 0 0 ° ° ° 0 °- �- �- 1 Q' .U.E. o
<br /> 6'0 ,S C44 C43 0 10'6 P.U.E. O O o o o O o 0 0 0 0
<br /> talo 180 ;' C45t" - 4�3442 C41 z to N cn to 8.00 cn N N 14.40 o z z z z - - - - -
<br /> ,n ;;,Jo ��p�!+ / 0 8.95 '45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 33.19' 45.00' 4�0�' 45.00' 45.00 45.00' 45.00
<br /> 9
<br /> N 50 F� S7 1707"E ;.� N89042'2 1"W 430.14' �,� S88033'38"W 574.
<br /> 2702 (SEE NOTE 5) N88033'38"E _ 390.89 -
<br /> l8oa o _ s248' f RC46� w 14 �+ S89°42'21"E MARSHWOOD 523.63' LANE N 12
<br /> - _ SCALE: 1"=60"
<br /> 0 rn - 239.43' - 0 - - 284.20' - - 4.182 AC.
<br /> Z '� 2636 C43 to Nw '-S89°42'21"E 163.71' t3 - W S89°42'21"E 246.49' °' N88°33'38"E 353.18
<br /> 1837 4,603 sq.ft. I 15 ZN `n =a, 0 - - -
<br /> 8.39' o "�,n - $3_15' - X80.5_6'_ _ 8 rn ,,� _9.25 45. - 45^00 4 .00 45.00 3_7.24 45.00- 45.00 45.00' 45.00' 45.00' 45.00'
<br /> o - o C99 3 o 'x-10' PUE _ C89+; - w - - - - - 7.18'. - - 3 -- 3 - 3 - - 3 10' P.U.E.
<br /> S89°17'09"E o 2687 = boq o R23 T- w -- w ,� o, „= w w3 .. _
<br /> �. N z 2 6 8 6 I c0 cD r-i o N : t : 4 _ �' 3 �1 `N _ N - � 'C'-4 -
<br /> $9.09' 0 0 5,146 sq.f t.po 7u-i o o cD 00 c - '� . _ "-
<br /> u+ N 1 I� v rn to cr to 0- cr . d rn N _ N _ N - O cT N ' 00 v-N cD � N to
<br /> o IC100 n--•d 4,745 sq.ft. I�`' p 1 v, n r� iO cD N ►� ca I� En � M D N co N c� N N co rn v N � �, . to ,n
<br /> tf� N 2637 U' �'- 0 5.66' 100.85' °' S89°42'21"E - w z r. ^ `n �. �. f\ u, u� u� W 'n co � N is `n to cD `n `° to
<br /> �0 .O �''� ui w O to O o to O r- (�O f� cD P� cD �? iD tp O c to N to O N L p N U Z
<br /> 4 647 sq.ft. o 0 0 "E toN N 6 too N ori too 0 o rn N ° rn N
<br /> 1807 ao ' »C48 i N84 10 52 b N 95.56' w a� 19' NNZ rn N O o vi NO o rn NO c ori No c ori o Uri too 0 rn o rn 40 .- rn rn No r
<br /> r^ 16 C1 18 268$ N 0 rn I. o� to -...1 r� 0 to p rn ►-i Z � p rn M o m N� � rn No Nro o � Z No M p to
<br /> Ll! N84010'52 E 2685 J \ o o �r "I 0 d' 0 0 0 ter' '`' O -t' Z `t z •
<br /> 95.54' C49 �R1 � I 4 430 sq.ft. d `t 4,395 sq.ft. I(6 ^ o = F_. \C90 z ¢ z z z �� z �r z z �' z Q 0
<br /> I P of q' W `t o I�r O. 10 P.U.E. 8.62 45.00' 45.00' 45.00' 45.00' Z
<br /> 2638 �`' 23 45.00' 45.00' 45.00' 45.00' 38.68' 45.00' 45.00' Z
<br /> lio ' 1 19► Q N84o 10'52"E S89 42 21 E 0 Z
<br /> 4,300 sq.ft.t. cn 96.03 for�. 95.09' 'co o O O ''F 0 108. 2 ,
<br /> 1 _ 0 I -oma o m z \ 53°02'31' E(R)15.85' 218.68 0 " 373.62'
<br /> o N84°10'52"E �, 2689 ^,0 0 10 P.U.E-- I� = US89°42'21"E N88 33'38"E E Z W
<br /> l� 1806 95.56 �, I 6q co 2684 M 23 F-- 25 ry C92 2679 �, 2664 w
<br /> I Z cD I N 5,096 sq.ft. ( o o t I 5,175 sq.ft. ^ LOco
<br /> J o N C97 24 ' Q- $80019. " of tJ co � �� _
<br /> 2 639 �y v, o �, cr 22.00 5s R h o� CN co � a, (p V
<br /> 00 10' P.U.E. �o �' I N 92'x? R� \\ S89°42'21"E / 94.78, n cS' cy CO
<br /> L� rn U' i arn 2690 Z0A 1E C96� 4.00' /C93 �/ �� W
<br /> Ltl N o I o Co.N ��_i0' P.U.E.0 N 2683 ��1 f 2680 2655 - - row O w
<br /> cn 0)5,569 s ft.��v S`� 6,350 sq.ft. ro Li 0
<br /> M 1805 2640 I �, P� .u. q' 4� C95 O C94 ,90 10
<br /> rn
<br /> 1 -' 0 o0 1 0 LA2 6 91 cr so ��6'0 Motot
<br /> c° 2682 :� co 's `sem, 0 � l T 01vt
<br /> >`7 J I 1 30 42? 5,051 sq.ft.� ocfl 2681 `� Fr�J o 2654 ° c
<br /> p 2641 _ ° I
<br /> - I 98.98. m 6,104 sq.ft. 0) UR
<br /> = 1304 1 N I N79•15, 32"W 94 COOO
<br /> \_111
<br /> _ _
<br /> I � 1 2692 Mj 225.38 8 �' \ / \ • .�� , AL1�ti PG /' �c3`
<br /> O 2642 II c7) 0) �
<br /> 2653 - - - _I �.
<br /> li � I J 19 N ( Ir
<br /> 0
<br /> N �\ N p
<br /> O CD I 17 04 N �co� N cow / 00
<br /> 180390 2643 I °� ' �oo'`� `v
<br /> w v� r /
<br /> AL1
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<br /> 2644 1 23' 0 04 _ o �\ �) i
<br /> `1' 1-1 � � �9' �,�. // •�s ,1683
<br /> � -
<br /> 1802 �� ° �� �'� �� 1687
<br /> FOR CONTINUATION
<br /> SEE SHEET NO.5 M
<br /> 1#97803
<br />
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