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<br /> CENTERLINE GRID COORDINATES LOT ARE TRACT NO. 2934
<br /> Z� _ 01 N=21553 N=2155957-.30-01 TABLE SUWMSlONS OF SAN "QUIN COUNTY
<br /> = E=6325834.281 (R3) 12 = E=325372.48 16 - E=32559 692 �" E=326524.254 LOT s 7
<br /> 1 77822
<br /> 2 7596
<br /> N=2155351.659 N=2155422.912 N=21552io.955 !
<br /> E=6325834.542 �M) 13 = E=6325337.632 17 = E=6325562.501 A= N_2155956.600 (R1) 3 6606 TONIMNCH,WES
<br /> E-6326 2 6 4 10742
<br /> 2 = UNff NOw w1l
<br /> N=2155447.892 1 = N=2155334.675 A
<br /> = N=2155694.428 21 = N=2154608.940 5 9853
<br /> E=325669.594 Q E=6325302.440 E=325247.024 � E=6325521. 143 6 12126
<br /> ' 7220 BEING A SUBDIVISION OF A POV�'TION OF
<br /> Aj =
<br /> N=2155588.982 _ N=2155352.569 A= IE=6325740N=2155158.069 A= IE=6J2559()-N=2154608. 123 PER M.& P. 33-11 9 7106 �i f SolSEMNS 21 AND 28
<br /> IE=6325427.762 L'`'�'� E=6325613.974 . 120 937 10 6800 T 1 N. R. 6 E. M. D. 8. & Ail.,
<br /> 11 6052
<br /> o....� 12 7086 CITY OF S70CATON,
<br /> 13 7648
<br /> 14 6449 sN JAAQUIN C'ww, MFORNIA
<br /> 15 8140 THOMPSON-HYSELL ENGINEERS
<br /> 60.001 S S9044 24" r 16 11.964
<br /> 60,D0, 4`30 40' 17 11601
<br /> 18 8756
<br /> 6000' 19 6339 ='QTfiQyj 1016 12th MEET MOMSTOo MMRNIA
<br /> W 6000'--r....° 20 7195 _`'�-�h�� AN 1999
<br /> 6 h S W 21 6564 �A A
<br /> ° o �� .a oo z ,� 22 6800
<br /> o o o ^ 3 62 6600 1 FD. 3/4" IRON PIPE
<br /> 2 63 o p A $ ^ 63 6600 TAGGED L.S.4876 IN
<br /> `t g� 64 6600 MON. WELL PER NO�`
<br /> 2 "Qi o o V
<br /> �5 00 65 6600 (R 1) 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> /(� 60. ` '� N 30°15'47" E 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> `A °0 10'PU£ 8.82 .. S 59044'13" E ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> _ 60.00' 50.00' , „
<br /> 1 /��••J f eC S S9°4424�� f N 75015'42" E r J. SET A 56" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> --__._ P £ s0. - , ° ' i' 530015'47" W 2.81 FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 44¢P6, 00 28.28 ......
<br /> 60. IN CONCRETE SIDEWALK
<br /> �_
<br /> ,�A 20926'-- _ ,� 00 'S59°¢¢' „ 0 25.80(. ':p5 ,8�, S 14°44'18" E o , „ )
<br /> 24 E �' 28.28' N 57 20 08 E 4. SEE SHEET 3 FOR ADDITIONAL NOTES, REFERENCES AND LEGEND.
<br /> N 59° , -'-r- _ 489_.26, N o 00 -.... . 21.79
<br /> 442¢�� W 16426' ,� y� _ _ __ - 59 ¢¢�24„ W 68028, �° ^, o • " S 5dS.024" £ °�'\�s 52' 14 5. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED
<br /> -A B -,o 3 Q -' _ - co � 8 - �',` '° 52'
<br /> IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN
<br /> �,� Z 280.pp� ° �"� I STANDARDS DRAWING NO. 6, CONFIGURATION. FURTHER, THE DEVELOPER
<br /> 10�PL/E ��'� _ _ OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER
<br /> L� ^� O `ad= W ~ �5°,5 28 _ ,6D 00, N 59°44 24" l j, O °_ ,:.�- - _. 13 , 3 r \`�� LOTS UPON WHICH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY
<br /> //�� B 9B RESTRICTED ON ALL OTHER FRONTAGES.
<br /> h h '� 25,^1 J25 Za. ._ 6000' 180.00' W _ -
<br /> °o°j, �� g ' ^ h ©w ! 10'PUE 8000, T° ^ 2 ►� 19098 5- z pp.."; A' 59 0�,
<br /> ^5 p pow o V �. W v Q _ 44 24„
<br /> ° h ►•� a is w _ \rw h `` N 59° CUNT 1�G TABLE
<br /> N 59 44'24" W $o . b ►� o N� o w G�k2 E...., 84¢ 4„ I y 82 87 �1 _( R'1._
<br /> ►.� o �� ,� o °,J O 2 ' ; NO. DELTA RADIUS LENGTH CHORD CH.BEARING
<br /> '- - 1 1 D 38 01 1502.00 278.75 278.35 N 2 03 27
<br /> h 100010' 12 o ni h� ^ 1 O J 25 �l p 25' � 2% � c
<br /> N .• `'S' 2 ' ,4 > > o oa 4 (' ^ $ ^ Z� N .30112 ��'c 49 04P5649" 555.00 47.92 47.90 N 27047'23"
<br /> 1 ° 25' ►�°j $ ►�,a w
<br /> 21-561
<br /> 50 0.3",34'21 555.00 34.61' 34.60 N 23 3 i 48
<br /> it
<br /> 2 ' ` 6 £. 1 89
<br /> o / ,� o Z = A' S9° „ J h n ^ co W N61°50'46"W/� 51 08 31 f0 555.00 82.53 82.45 N 26000'12"
<br /> 1.,
<br /> N 49 54 34 E 63 44 24 ly `r 'Q� o o -_��� J 52 08 31 10 530.00 78.81 78.73 N 26 00 12
<br /> ` 41.06' 49 51
<br /> P,� 100 q0, 2 ' 53 41-24'34" 50.00 36.14 35.36 N 42 26 55
<br /> 64 69.44' � � 81 � 54 28057'16" 50.00 25.27' 25.00 N 48 40 34
<br /> N 64041'02't W (R) 60.08' ti ►� : 2S' ! J i 55 54v0049" 50.00 47.14 45.41 N 0 11 31
<br /> 116.301 w + 52 6P N 62°38'08" W (R) 129.52' o ° 25'' N 59°44,1 „ �'
<br /> W w 56 50025'13 50.00 44.00 42.59 N 45 0129
<br /> O "� 9 !u
<br /> �7, 117 713 J 57 50 25 13 50.00 44.00 42.59 N 84 33 1850 0 oo iy 65 % 77 ° , f►�w(R)_ - Q O 58 55"43J7" 50.00 48.63 46.74 N 31 28 52
<br /> 20 •�N }� I i,, `10 °ti � od =�� v N63 46 3'' tqi 59 23 17'0 1 50.00 20.32 20.18 N 08 0 f 27
<br /> W �' o o o` aa'o 0 6 `=" �, 60 262u49'09" 50.00 229.36 75.00 N 68 15 23
<br /> N W5 I o N 68°15'23" W N N U M To� 2 (3 80 86 - _ -
<br /> 05 6 61 41024'34 50.Q0 36.14 35.36 O 1 02 2Q
<br /> I , ^ ! °^''1 ^ N 68°15'23" W 115.00' ��� ? Aow(R) 3 w 62 05937'15" 505.00 49.54 49.52 N 24"33'15"
<br /> N 68015'2J" W �v P5 �,
<br /> 'o , 00 25 N 75 N�5°3 3 '� 63 02 5355 505.00 25.55 25.54 N 28u48'50"
<br /> f 15.00' , w °° �•I 115.°0 4, t� 'f N 68°15'23" W 64 08 31 10 505.00 75.09 75.02 N 26000'12"
<br /> 4.64 N N t 9.41 y $ p I 25' �� O f J 65 08 31 10 275.E .89 40.85 N 26T'00'12"
<br /> l Z) \ A g U l _ 74 115.85 �,��R� 66 41 u2435 50.00 36.14 35.36 N 42 26 55
<br /> g 9 h `� o " 76 o 4 23•-' 67 10 03 37 50.00 8.78 8.77 N 58 fl724
<br /> 53 A 61 ° �� N36 _54 25 _W(R) 66 0 ,ri 65 5-- ,�r��� 68 60"2627" 50.00 52.74 50. N 22 52 22
<br /> �d N55°48'04"W(R) 54 n' ,`� 59 86 22 56 W(R) N 68°15'23" W 67 ° \ N°1 V 5' 3 79 __. _.__-- 4 1
<br /> 69 49v06',38" 50.00 42.86 41.56 N 31"54'11
<br /> 2 t6 -----5
<br /> _ _ 'yam a i �. �C) 70 49 06 39 50.00 42.86 41.56 N 81900 49
<br /> N 68015'23" W - 97.30 2 71 49 06 38 50.00 42.86 41.56 N 49 52
<br /> N N 68°15'23" W a's� I �:p� / �'o°�� I r�,�h 72 �` ��
<br /> w 91.18` �'}'� '�� o��0�1�� 92.x' r�J �,' p 2��� �� C)�\� \�' �� 72 44'759'10" 50.00 9.26 38.26 N 02 49
<br /> l 1 C �\ r�)l 73 262049'09" 50.00 229.36 75.00 N 68`15',05"N 68 V N 64°40'47" W (R) .. o'. 52' Q. 52 f ���J ���1 74 .54"04'2J" 50.00 29.73 29.30 N 02"37f46"
<br /> L,4� 58 _ 7 1�, 90.27' 11 50,00' 6.41 6.40 N 18G'04'32"
<br /> o 55 15 % w 71 _ _ __ 76 41 24 34" aool 36.14 35.36 N 01902W"
<br /> NR� 3 \�� 77 08 31 10 225.00 33.46 33.42 N 26000%?
<br /> 6Q - �� E \ 73 , �� "� 78 08 31 10 250.66 37.17 37.14 N 26 00 1
<br /> �� 2 0 9`� 69 ` 1�Q a 79 02"21 10 1502.00 1.68 61.68 N 22v55'02'
<br /> ti Mi
<br /> �' l 56 _ 57 �''o° `.�.' ^ 3 �+ 80 02`07 52 1502.DO 55.87 55.87 N 25 09 3
<br /> z N 82 �AO Z 70 4 81 O f u55 45 1502.00 50.57 50.57 N 2701 122
<br /> 82 02`06'22 1502.00 55.21 55.21 N 29 12'25
<br /> 83 02 06 T5 1 1502.00 5.42 55.41 N TI-0 19 01
<br /> o 86 8 31 10 1450.00 215.60 215.40 S 26000'0 1 W (003)6
<br /> v b �. p N N 87 04013'13" 1502.00' 110.63' 110.60' S 30"15'50" W
<br /> 7 "� c 88 36°5424" 1450.00' 9 4.01' 917.94' S 4804246" W
<br /> 5 p' ¢`� c^y �) 89 45°25'34" 1450.00' 1149.61' 1119.T4r S 44027'13" W
<br /> FD. 3/4" IRON PIPE
<br /> 25.89' 145.18' 134.82' 108.67' 145.65' 25.J521: TAGGED L.S.4876 IN
<br /> N 68°15'23" W 1118.53' °-------- ;� ' MON. WELL PER
<br /> M.& P. 33-11
<br /> P.\143238\31 FM-SHT5 7-27-99 A O'' -_..___ WJ�LG4_MSS ARD SHEET 5 OF 5
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