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/ 1. 'ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> A fO' PUBLlC U77LITY EASEMENT HAS BEEN DED447£D
<br /> ALONG ALL STREP 15 AS SHOWN ON THIS MAP
<br /> 3. SET A 5'6" WITNESS CQRNER, ON LOT LINE PROSECTION
<br /> M FOR LOT CORNERS FACING A ROADWAY. {CUT ,,r r IN
<br /> CONCRETE SIDEWALK.)
<br /> *o
<br /> 4, EACH LOT SNAIL BE DESIGNED, GRADED AND MAINTAINED TO PROWDE'
<br /> f
<br /> f *oss PROPER DRNNAGE WITHOUT PONDING CAUSING SOIL EROSION OR
<br /> 1 / "'� !-+C it L�
<br /> DRAIN I FROM REARONG ONTO EFRONT UNLESS OTHERWISNT PROPIERTY ALL LOTS'ESH WN.
<br /> (41
<br /> S. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 2 -00.
<br /> /" i 1 6. ALC REFERENCES ARE TO SAN JaA©UIN COUNTY RECORDS
<br /> �� l
<br /> AND BOOK OR VOLUME PRECEDES PAGE.
<br /> SCALE 50 7 8Y THIS NOTE, ACCESS R1GH7s TO CORNER LOTS ARE RESTRICTED
<br /> IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN
<br /> STANDARDS DRAWING NO. 6. CONFIGURATION. FURTHER, TH£ DEVELOPER
<br /> OF THE SUBDIVISION SMALL SELECT THE STREETS A8UMNG THE CORNER
<br /> LOTS R STRIP UPON WHICH ETHER F TO ISE PROVIDED, AND ACCESS IS HEREBY
<br /> ty ¢ J(R2 L TE ON ALL © RONTAOES
<br /> ��. 16'I r b ¢6�� �5 l(�5� ,,t 1 S 81° +�7t, 8. SEE SHECT 3 FOR CENTERLINE GRID COORMYATES,
<br /> h o 4r 02 51
<br /> o 29.00
<br /> cb
<br /> ���o ` 1 D , > W . RVE_ DATA TABLE
<br /> o„ � �� 0 �' ohi � 'ji` .� ^ �`; NO. DEL TA RADIUS LENGTH CHORD , CH.BEARING
<br /> ., 1 _Q 1 1513 _ 525.00 _11.49._ _ . 11-47—..... .__N 00050'0,3 £
<br /> 525.00 S0 00` 49.98 N 0411 22' E
<br /> 17 3 � -. 05. 27 24 . 525 D0 50 DO 49.98 N D9 38 46 E_
<br /> 16 N a, ot'> ` .. 03°45'04' 525 DO r._ 34 37' 34 37' ..__ N 14'°15 OQ E
<br /> Laia r __rr -. r .. r . .. �� _ r _ rr .-
<br /> : , N r r 13 0: r` �'' 19 5 15 55 05 525 00 145 86 14 39 N 0$ 10 DD E
<br /> lt.J � r rr t r �. .._
<br /> �''' 6 D5 35 18 475 00 46 31. M46 31 N 03 DO D_6 E
<br /> �.' o _ 3p p6,, --..._ 7 07°16-'20 rr 475 00' _60 29` _... t'3.25 .-. N_091125'55n
<br /> 1 h 9r 04 1 �S1�,��>,3��� _.___ "� Cf ' ���'O 71 - _W11 r Y r a r
<br /> , � O OVERALL 31 8 03 03 27 475.00 25.3_5 25._34_ N 14 35 49 E
<br /> L� O 9 15°55x05"rr 4T5,U0 1,31 97' ' 131.54rT N 08'10'00rr_£...
<br /> _ F
<br /> 67 r rr .. _ r _... r r �.. . �.. �r.. .._.
<br /> r r /v J 11vrf 1, !�lvl f l\1r�. i �° ' ,� Q 3,pg ,� 6g S , - --- .�_ 1 D 05 08 09 _ r_ 9D.(10 _ B.OT .. _ . u 8-6 _ N 13 3, $ `
<br /> 6A 2 2 1@2
<br /> sr ", 11 D4 07 25 90.00
<br /> 6.48` .48 1V C�1 44 E
<br /> ,,.... �_ Q, poh � N 9 9. _ �_.. � , _ a._...r.. ..rr � . . .r .... r o". .r... �......
<br /> �, ,4, N ° / 2% � '� 2D `'��'�' � N_5`'28'5 12 09 15 34. 90.00. 14.55 . 14.5,3 N 1� 29 £
<br /> `p r0 , ' �c 11 ,34a 12"20' 60.D_D
<br /> ti 3S8� H' 2S� `o ;0 5 NOT `c3 ,�. 21 l4 354836".. ,.60 DD'.. 3�'SDr.. _ 36 89r ._ ..w_N:.58°5836�'�'
<br /> 79°0037"WR �� so ,�/ EE NOTE\'-4 �
<br /> N - l ti .. .�.._..fT _ ._. �. ._._ .,... .ry _"_... ..� _ _.. .. . .6°1918" W
<br /> co h __ 12 p 7 15 353536 60.00 37 27 36 68 N 8
<br /> jr
<br /> LOT �� _ 5 : 10 4j `ry ,ti / �, 7�°S�� /��?,o �o �'�} 1� �04�36 3d� a-.. -0 ��. ,110 9i. 97. 11 _. .._� ����r17rr E
<br /> �3° �� op © l x00©� y.2 40 18 06'�26'S0� 94 0Q' 10 13' 10 1 ZT N`75 16'2 ' W
<br /> ,52�$.O / ,h 00/ O ----- �_ 19. .10. ..724 90.00 r,. 17 24 r_, , 17,21 r�. N.. _.0x4�r
<br /> ,.. _ .
<br /> 7;3
<br /> 42 ry. .. .� .__ _ m _.. _� 27 N. 25
<br /> h o . 20 03 D' 5 129 7128' 71,�
<br /> N > O � w2.1. 03 8 ,39r __.1296OQ .. 4 89�. 7'�_q .�." N�Q: f8�
<br /> "^� / _ '� ?' h 22 06 27 44 7296.00 146.. . .... .146 10 :N 79 11 W
<br /> S _
<br /> 4 0,• / r 28 ' 23 0203'05' 1z3s,00r 44.26' 44 25' N% 127'
<br /> 2 /
<br /> 4
<br /> ., ..d_,_
<br /> N 7�°,�j• ,, 4 � 2��` "Q �� Op00� icy YF 1- 22°18'42"' . 1236.DD _ 481.31' �478'.28T� 69 39'16 ' !
<br /> .._.—
<br /> ,, W o ------------ 64 15$55�05r 500.t? 138.91 t 4�� N 08°10 00 E'
<br /> ros 00, �R� 44 8 43 h�, si_ 2s o i2 s. a 648.92' 641-4 5' N
<br /> ^� °� ~ N7 v o'�p 69 10°38x.,34' 1266.00 235: 16' 234 8'3� N 79 11 1x457' 13
<br /> ,$ �, h h Jig AREA DATA 71 ..:._29 0'-48' . _126 .00
<br /> of W .•� 6 S,5 _ _.T r _ _ _ ._ _� _
<br /> � ('� l S h'(R� '` tt7 �.,. ..,....�....�._� 659.49 652.46 NT 88 47 52 W
<br /> 0 3 64 U x40 0D, _ DT SF
<br /> N 83°04'56„ 7 �" ---
<br /> 1 5367
<br /> �--00, w (R� (� , 9 44 �h- w - _ _ TRACT NO. 3046
<br /> ..__._5746__.
<br /> 105.00, �' .._:_ 57 6 _._ SUBDIVISIONS OF SAN JOAOUIN COUNT'
<br /> N84°12'15"W(R �' 3 4-- _ 5970_ _
<br /> o�h '` ,2 y 100.001 ) _5 576
<br /> 6 5358 '
<br /> Z 6
<br /> N 68°32'20" W (RI 25' o 45 ' 7 -
<br /> ..:_
<br /> 105.00' �, r 12. 10' p ° J 8 .8840 NOAr
<br /> N� 1 ^ ^a �,25 � 9: 5�54�'
<br /> ,ti + 10 5223
<br /> oti h `��' 11 5175 _-
<br /> 100.001
<br /> to �"° °o o "� N 69°47'33" w 41 3 TONG A SUSWWON OF, LdT 5, AS SWWl�l' ON NE
<br /> 5.00 �. (R)(R2) ¢3 50 1 MAP OF W STON R WN, UNIT NO. 5 to AS IN 35 OF
<br /> N 89°47'33" W �55.OD'(M)(R2) � � � ��4PS � RATS. AT PAGE' T$, SW SOWN, � WCORDS,
<br /> S 0°12'27" W 3 44 5418 LYING IN A POR77ON OF SEC77ON 27, T. 1 JV., ' R. 6 E, M.D.S. & lel.,
<br /> IPORARY L _ ..._ ... _ .� 26.41'(Af)(R2) 5377
<br /> TURNAROUND
<br /> OF SIOC1CT0 ,
<br /> EASENlENr A SrW.TIN COWWoCAUAMJ4
<br /> L07'
<br /> THOMIDSON-HYSELL EAGINEER
<br /> WES TON R,��i CHj Ui\/JT 1vG. 51 A D ON OF R-E KEITH COWANiES
<br /> N
<br /> 1, car F. 35-76 1016 12th S"TRE"ET E`S7'O, CAI� RNb4
<br /> Z DECOMM 2000
<br /> I: 143254\UNIT 58\UNIT58FM-SHT4,dwg 02/13/2001 15:26 • SHEET .T OF 5
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