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<br /> 589012'40"E W657'0Iy li'�1��JrN
<br /> r'5joI l o B i ►► �''"" 3.00'M R1) ONIT NO,
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<br /> �7
<br /> v1 r,s, so 4720 w (R�j�r�7) TRACT ACT N .
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<br /> rM. ® 309
<br /> l�1 p I (� .,.....- 160.00'
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<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 1 26 9 1 ,17 � J3 (S0047'20"W
<br /> 1 �� -` 4.91'M R1 R
<br /> - - - ( J( J( 6)(R7) WESTON RANCH,
<br /> W
<br /> (R8)• _ COTTf?ELL LANE �� ,r
<br /> ..FD. CUT "+'► - -- - _ _ -N
<br /> UNIT NO. f%7
<br /> IN CONCRETE- J� o0
<br /> -�
<br /> 156 W.C.(R7) r . °o
<br /> 10 2� 2r� 5 15 N 89012'40" W � JI lJ
<br /> 3 � 9 � S 0°4720" W '700,00'(M)(R7) � 142-91 (R7) `l" BEING A SUBDIVISION OF RESULTANT PARCEL A OF LOT LINE
<br /> t :._ 200.DO'M R7 r - - -
<br /> - -
<br /> J( J I ._ 2
<br /> 00.00 M R7 _..
<br /> .._ 200.00 M R _ ADJUSTMENT LLA 00-- 18 AS RECORDED ON MAY 17 2001
<br /> 10N
<br /> ° ► 76 A TON
<br /> AS 1.N. 010756 AND LOT A AS SHOWN ON WES
<br /> S ,
<br /> 0 47 20 w
<br /> y''� ;�• 9 1 62 63 77 38 �, 155.00'(M)(R7) RANCH, UNIT NO. 72, AS FILED IN BOOK 36 OF MAC'S AND
<br /> X X-.. -°
<br /> 4,
<br /> PLATS, PAGE 82, SAN JOAQUIN COUNTY RECORDS, LYING
<br /> 8 11 64 37 40.00 IN A PORTION OF SECTION 28, T. 1 N., R. 6 E.,
<br /> k,� 61 61 4 76 39 Lor B
<br /> o Er M.D.B. & Y.
<br /> E
<br /> - N� � (FUTURE LOTS)
<br /> E N .3.02 AC.
<br /> ►� .� CITY OF STO KT
<br /> C ON
<br /> �' z;, 7 12
<br /> J rn 60 65
<br /> J1`J 40
<br /> r �� z � 75 y,� 3 FENNEL = o SAN JOAQUIN COUNTY, CALIFORNIA
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<br /> � & r'' o?6 13 � 59 � � o� OMP�ON �/ �L.. N �N ���
<br /> �yJ, 66 74 41 -� = _ A DMSION OF THE KEITH COMPANIES
<br /> (R8) w �, o
<br /> 36 Z N0040'15"E Wca
<br /> , S �Q�� 12t�1 JTRET M'ODESTO,
<br /> ...... 5 14 58 67 73 42 1 •10.00' Q? r ii CALIFORNIA
<br /> 4 3i .'''' Co r� MARCH, 2002
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<br /> 51 2 15 57 N89 00.00 W v
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<br /> 4 68 72 43 �oZ :' AMMMMMW
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<br /> y 35 / NO 40 15 E
<br /> 3 R 34.47'
<br /> (R8) i 1°40,35-- 16 56 44
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<br /> BRODERICK � N
<br /> �J i �` `- 1 6'9 N89°19'45"W i' ..'..".......,... PUE DEDICATED ,
<br /> 2 17 71 - _- 6000............^ BY THIS MAP 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 70 45 WAY � � O L2 � 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> i 55 r' of ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> I S O
<br /> J. SET A 5'6" WITNESS CORNER, ON LOT UNE PROJECTION
<br /> N 3 A l�CONCRETE SIDEWALK.)
<br /> FACING A ROADWAY. CUT "+"
<br /> 0 i 1 54 34 N�o I
<br /> ry 1 18 46 1 N"? h 0 50.00' I
<br /> � , ° :�
<br /> 53 '� °� 6 +�' 3 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE
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<br /> 52 a i�, �7 PROPER DRAZAAGE WITHOUT PONDING, CAUSING SOIL EROSION OR
<br /> / ` 51 47 33 h� DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> ~ '`�i/� �3 �^ o, DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> •
<br /> RIO) 19
<br /> 1 20 50 �� o^, I I � 5. THIS MAP REf�'RS 727 APPROVED TENTATIVE MAP 13-D0.
<br /> 326. ALL REFERENCES ARE TO .SAN JOAQUIN COUNTY RECORDS
<br /> °"
<br /> 21
<br /> .p
<br /> \ 49 AND BOOK OR VOLUME PRECEDES PAGE.
<br /> �
<br /> i N22 48 = I 7. BY THIS NOTE; ACCESS RIGHTS 710 CORNER LOTS ARE RESTRICTED
<br /> 10
<br /> 0 �� \ E 1 �i /� IN CONFORMANCE WITH CITY OF STOCKTON SU8DMS/0N DESIGN
<br /> v11%� J, J .- �'� ` ' F E � 31 h,a LOT A STANDARDS DRAWING NO. 6, CONFIGURATION. FURTHER, THE DEVELOPER
<br /> t, I �� � h 5¢ 1 " """ """ (FUTURE LOTS) OF THE SUBOMSION SHALL SELECT THE STREETS ABUTTING THE CORNER
<br /> ^
<br /> 23 ^°0 O 55 3.87 AC. LOTS UPON WHICH ACCESS /S TO BE PROVIDED AND ACCESS /S HEREBY
<br /> .`k (R1)�• \ „J r j� 24 30 RESTRICTED ON ALL OTHER FRONTAGES:
<br /> ` �.� 8. SEE SHEET 2 FOR LEGEND, REFERENCES AND BASIS OF BEARINGS
<br /> ,�,� � � 00:0 / J� _ 9 LOT "C" SHALL BE MERGED WITH 771E ADJACENT PROPERTY TO TT-IE
<br /> -- - - " 6, 26 Oti�� Q WEST BY SEPARATE' DOCUMENT SUBSEQUENT TO THE FILING FOR
<br /> 0�`' ^ RECORD OF THIS MAP AND S14ALL NOT EXIST AS A SEPARATE
<br /> a N 27 296 PARCEL. 'A
<br /> / O / h 10. NO DEVELOPMENT WILL BE PERUITI D ON LOTS " OR "B" OF THIS
<br /> 28 h MAP WITHOUT THE FILING OF A SUBSEQUENT FINAL MAP AND RECORDATION
<br /> N \ 60 ` �•� / OF A SUBDIVISION AGREEMENT.
<br /> 1-190 N 1 \A
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<br /> NO. BEARING DISTANCE
<br /> �4
<br /> 1 N DO� 15 E 161.68
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<br /> s � ,� 2 1 E 11.28
<br /> 3 N 891°127 W 34.95
<br /> 4 N 41. 44 50n E 30.51
<br /> J 5 N 00 15E 77.36
<br /> r 7 _ ��O �0��� �,� 6 N_89012r40" W 31.59
<br /> 7 N 89 12 40 W 31.69
<br /> (R6) 8 --W-,a,-12-,40,, W 55.00
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<br /> �. ,� ..�l IZ DATA...�A&L
<br /> FD 1-1/2" IRON PIPE °� N?$o'SeS' Ncp9?o, \ N0. D£ TA D/ S G CORD CH.BE ING
<br /> (R 10) NO TAG (R 1)(R6) 9��,� S899oB- \ 1 10 53 115 r 9 4.00 183.18 182.91 X46 03
<br /> _ _ _• r N�9° F 2 10 5` 3 1 f 036.00 f 96.85 196.57 N 83 46 03 W
<br /> N 89°19'45" W "' 'f �O� �g r, N 51 10 5 15 1000 007 19UO2 189.74 N 83°•46 3 W
<br /> OAROL YN f�'ESTON BLVD , 41.69'(M)(R 11) 09 �'s8, �'�cp9, 52 f 0 5Q 3r15 l 000.00 190.02 189.74 N 83 46 03 W
<br /> (R 10) ��J��rr J 54 25 17 261 725.00 320.02 317.42 N 76 U57 W
<br /> 551, 25'17'26,r775.00f 1 342.09 339.32 N 76 33 57 W
<br /> I.-\1432541 UNIT 731 S3-U73-BD.dwg 03/27/2002 09:12 \
<br /> SHEET 3 OF 5
<br /> Ordems
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