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A
<br />STREET CUR' E' DATA LOT CURVE DATA FRESNO AVENUE TRACT NO. 2437
<br />5777 DELTA RADIUS LF';�TN CHCRD TANGENT GH. BEARING LOT DELTA RADIUS LETlGTN CHGrrc7 TANGENT GH. BEARING X 1766075.83 �&15lS OF BEARINGS) X=x766059.19 SUBDMSIONS OF 5AN JQAQUIN COUNTY
<br />BLUE TEES DRVE 7 09 15 35 90.00 14.5¢ F4 -.5J -r--7.29 N 05 02 51 E Y= 522761.02 ° "� _ ()( ) - Y= 520d.R3.76
<br />N 00 25 07 E' 2277.47 � R 1
<br />29 13 04 50.00 25.50 25.22 ] 3. o3 N 65 40 0o E 8 ] 4 02 23 80.00 14.70 14.67 7..39 N D2 39 26 E �. - "
<br />UL_pE_ 258 4.3 00 4700 212.23 72.68 ---- N 00 25 03 E 9 38 1 1 50 60.00 40.00 39.26 20.78 N 23027W -W
<br />_ (7732 (GRID) .I RIVER �
<br />39 21 30 50.00 34.35 33.68 17.88 N 69-4'12"' W 10 38 1 ] 50 60.00 40.00 39.26 20.78 N 61 39 30 W FOUND CITY OF S70CKTON
<br />49 15 35 90-00 _F4_54 14.53 7.29 N 85 47 76 E ] 1 T8 05 Ofi 60.00 ]8.94 18.86 9.55 N 89 47 58 W SURVEY CONTROL MONUMENT FOUND CITY OF STOCKTON
<br />JK
<br />RNEElie R DRIVE 12 09 15 35 90.00 14.54 14.53 7.29 N &5947"16""E 55-23 (R7)(R5) SURVE55-24 CONTROL ONUME"JT UN17
<br />NO
<br />sCKLE 108 31 09 60.00 1 ]3.64 9740 83.37 N 44 34 57 W 28 040755 94.00 6.49 6.49 3.25 N 02 29 01 E 55-24 (R1)(R5}
<br />1
<br />� R 09 15 35 90.00 14.54 14.53 7.29 N 05-02'51 E 29 05"0740"90.00 8.05 8.05' 4.03 N 07"0548 E v
<br />1
<br />GREYEAGLE DRIVE
<br />30 M 04 12 60.00 37.70 37.09' 19.50 N 08° 19 rd W '� FOUND 3/4" IRON PIN
<br />R 09 15 35 90.00 14.54 14.5.3 729' N 05 02 51 E 31 41 o3 43 .0 4..3.00 42.09 .22.47 N 44 51 23 w TACGED R.C.E. 8189 {'ri )] A SUMMSION OF PARCEL 2 IN PARCEL MAPS,
<br />iCKLE 09 60.00' 113.64 97.7;?' ?x.37' N 44 3-f� 5 w 32 3 f 27 14 60.00 32.94 32.53 ] 6.90 N83D6 54 W-��r■�+rNORTH R 09 15 35 90.00 14.54 14.5 s' 7.20 N 85 47 16 E 33 09 r5 35 90.00 74.54 14..53 7.29 N 8.7 47'16 E �qc) pry D �+ � ^ A900K � I� PAVE �0 �, SW JLa4QU1N COUNTY RECORDS
<br />37 29 m3'O3 ___ 20.01 25.71 13.30 N 74040"56""W [A�`f.J�15 OF 8F4RING5 f11_ AND rBf7NG A PORTION OF SECTIONS 16 do 21,
<br />.k 5.9"41'46 47.00' 48.97 ¢6.713 26.97 N 80°04'20 W BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE d �i
<br />09 33 27 50.00 8.34
<br />'e7.3 4.18 N 55 CO 11 W "JFORNl,4 COORDINATE SYSTLN, ZONE' 111,• A LINE BETWEEN a � � 3 T. 1 N•, R. 6 �, M■ D. B. & M.+
<br />39 54 51 28 47.00 45.00 4'.3.30 24.39 N 42 Y9'03 E CITY OF STOCKTON ,VL "::'u1 �, h';75. 55-23 AND NO. SS -24 u� � r.
<br />SCALE: 7 y = 6 40 54 5 ] 28 47.00 45.00 •4.3.30 24.39 N_1 ? l ''{ . ;-rcS N C!0°25'07" E; AS SHOWN ON CITY OF 57OCKTON u C OF STOLON,
<br />41 5.1 51 2a 47.00 4.5. 00 4T. i+.3y N 67'OY'S37� T.h'AvERSE CONTPOL 5uir'vcY, Pi�ASE ►i FILED FOR RECORD IN o !- 10 WN COUNTY CAUFUh'NW
<br />- -'2.20' 42 2901J)04""SO. CG 2x.50' 25.27 ]3.03 N 65 d4 D6 E BOOK 29 OF SURVEYS, PAGE 8, SAN JOAOU1N COUNTY RECORDS. �,�- rn i+ f
<br />i' 42 34 2v 54 47 Q0 28.26 27.83 ] 4.57 N 68 16 58 E ALL DISTANCES ARE GROUND LEVEL DISTANCES AND MUST 8E THOkPSON-HYSELL
<br />�iV� �Ne�S
<br />5.27' (M)DMDED BY ].00014660 TQ OBTAIN GRID DISTANCES aG
<br />a FOUND 37 4" 1RCN P,'PF �
<br />rn
<br />4 N 00°25'03" E TAGGED L.S. 4876 (R3) N 00025,50j -'E 492.40' kl R 1 R5 7]LLIE LEWIS - �, I X� 1764289.36 1016 1sG Ul �� MODGJ 10, CAI.1T VRNYi
<br />:` 4?.?!1' 457.:'0' ()( )( } flltrvt M R5 I Y- 520496.66 fEB .UA Y 1991
<br />49.00 I 4 .. o
<br />DETAIL 'A' SEE DETAIL 'A" - 87.00 - ' Q - - - - N Uu'2.7 E 447 4-0 _ y _. 5.09" {R 1-CALC) (A f) N
<br />a ., o .. SEE NOTE 3 I i SUBDIVISION SUMMARY
<br />X= ] 70 4287.54 X =1764284.28
<br />I NO SCALE Y 52x944.05 77�� LEMS �' �r V G Y= 520496.70
<br />-` N 00°25'O3" E -- N DO°25'03" E 347.40'
<br />i•. � � u� 70 LOTS, 12.33 ACRES
<br />_49.00' 52.00' - 77 O0 3 172971111111 r 70.11
<br />I I I f -
<br />• , I I 3 10" 25' z5' j IO ,� w o f f" 42' 40' REFERENCES
<br />RJ VER E37ATES, UN17 ho. I P. U.E a 1 PGI. E. �r N 45 25 03 E ' .
<br />kWP` dr PLATS, BOOK PAGEa,� ':tom n 3 � a� - 28.28' (ILS) kEASURED DISTANCE, ALL DISTANCES ARE MEASURED
<br />S.J.c. (R5j �� g I ,,, '� 40 �" 1,
<br />I S i- - 1 45 `* 46 h �� �� �� A UNLESS OTHERWISE NOTED
<br />45 44 43 1 � 2 1 39 I 33 I 37' o"� � � g Z< g a `q ; S �, � o� �� � ^ � 39 I � (R 1) RECORD PER. • PARCEL U4PS, BOOK 17 , PAGE 101, S.J C. R.
<br />I I I I 41 I 40 I I I � g z I � S S � g �I n � ^ S Q � � � � I (R2) RECORD PER: PARCEL UAPS, BOOK 17, PAGE 96, SJ.C.R.
<br />I I I I I I a ^ ` _ 3' yti! C••.- I (R5) RECORD PER: R ER 07ATES, UNIT NO. 1
<br />41 �.0 0 UAPS do PLATS, BOOK '�, PAGE fie, s J. GR.
<br />N 00025"03'" E 450.00` 4 R1 (R5 f N 00°25"O3" E .- L N 00°25'03" E 117.00-1-
<br />19-35
<br />0' -.
<br />I 3 I 65.00' S2.op' 3 10 P. U, E. -• 0 �� 1g 86.31 I a NOTES
<br />19.85h-
<br />\11 64.54 52.Q0 50.00 50.00 50.04 50.00 62.60 p
<br />10' P.U.C. (Rj h' ry X=1764123.52 0 a
<br />? 3 3 P. U. E �r r 3 �� N D4 °29'.37" W '' 4 Y� 520664.85 0 l g ]. A 10' PUBLIC UTklTY EASEMENT H,4S BEEN DEDICATED
<br />3 I • o I , Lw ; +-, N 00 2S O3 EALONG ALL STREETS ,AS SHOWN ON THIS �lAP^a a a. d1 Ql�] 91.57 N lf1�a ,�'a baa ;�g uzaSmm++r. n "a ,} S g m !N 39°46'33 E 2. SETA 5 6 WITNESS CORNET?, ON LOT LINE PRCUECTlaN
<br />9 � B a, 7 6 q 5 4 3 �, I � �, 43 1 FOR LOT CORNERS FACING A ROADWAY. CHISELED_ o a .} a Q o g I I +.ry 44 s g g 2 �� �, R 3 I
<br />N 38°5fi'26"' W R �� .8.J4'° " "f IN CONCRETE SIDEWALK.)
<br />a N 00 25 O3 E 1
<br />" P. U. E.... -. ° f "" a .; ` 0 3' Wo.,
<br />N 09 43 22 W (R,
<br />2 2 1 D I I 1 g a'y 93 39
<br />U.E. .... � 25 25 :1V 49 39 09 W 19.94 v, � � .. °
<br />0 ,6., - - - - cy N 30013"06 E R g
<br />10 kd o� 64 5� p 26.52' 50.00' 50-00'- 50.00' 50.00' 49.00' `52.00' 52.00' - ^99. ' -
<br />.1 N pq ,� , N 00°25"03'" E 275.52' N 00 25 03 E 20a82" - I 37 3- EACH LOT SHALL BE DESIGNED, GRADED, AND MAINTAINED
<br />N 096 , L E -R-90.00 1 TO PROVIDE PROPER DRAINAGE WITHOUT CAUSING SOIL
<br />NI,f-, ��� TDO - L-74.54' ry 472.04' rj}� STONE ' _ DRIVE 280.40' n, �`� 1764030.53 I N D0°25'03" E EROSION OR DRAINING ONTO ADJACENT PROPERTY.
<br />i5 R 4 _ _ _ --'o . _ Y= 520665.54 = .'- ALL L07S ARE TO DRAIN FROG! REAR TO FRONT UNLESS
<br />-. 'r¢,� o. - - N OD125 03 692.40" g Baa od
<br />X=17640.35.57 X=1764032.57 h S 3' W.C. ' - OTHERWISE SHOWN.
<br />._ - N 00°25'03" E 606.40' g I 36 l g I 4. THIS MAP R=S TO APPROVED TENTATW A•i,4P 7?f51-89.
<br />Y 521357.87 �v Y 520945.91 ti �_
<br />°[ v 18.94' 9.40 52.OO 52.00-'52.00 52200 52.00 52.00 .52.00 52.00 u 52.00 50.00 ¢9.00 3 "' I g "' 3' W.C.
<br />N 00"25-'03"'E of LEGEND
<br />trl w,s- 3 3 3 k 3 10 3 3 3 I 3
<br />. a 6 .� ag , , P. U. E ; ; 10 ❑ : r. 100.00 1 /
<br />N 0D 25 03 E o ir� ' 7 +� ►� r. ^ °� I 1- FOUND 3 4" IRON PIPE TAGGED L.S. 4878
<br />�� pp a ,� op ,o p h a ,,� po ,n aa ,n pQ "� 4e y a I g UNLESS NOTED OT7IERWISE
<br />-� 95.$5 w �o "�7 h raj Q WW a -�-. o p 35 31 n - FOUND 3/4 "' IRON PIPE' IN MONUMENT WELL
<br />�a " z o ., 55 , g 57 0 $ 56 o g 55 n S 54 ° S 53 ° S 52 o g 5 T ° g 5� ° 49 0 , 3 o g 47 I g Y� 1 TAGGED L.S. 4876 UNLESS NOTED OTNEi?W15E
<br />(� a a 18.4$ �, a ,� v, " m ~ rn ^ a7 ^ rn v, ^ vs v `` a ^ v, ^ v ^ e: a °' °� ; 3' W.C..
<br />r: .r a g r: na e] co °o a3 2 1 „� N 00°25"03"' E r. ." "f
<br />~ 1 2 z z Z N �� SFT 3/4 x 30 IRON PIPE TACGED LS 476
<br />,� I 10 I L ]00.00 -¢ SET 3/4" x 30" IRON PIPE IN MONUMENT WETS
<br />0 3 M tr P. U.E. TAGGED LS 4876
<br />_
<br />P.UE, ° g
<br />N 00025 -'0J" -'f 1 �`+ I g ,"*. �� ^ 1 62.40' 52.00' 5.2.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 50.00' 62.00' � �y j g � � 1 g � � FOUND 2 1/2" BRASS CAP, STAMPED
<br />100.00 p io ^ i N 00°25'03" E 642.40' �� f ' 34J f. �I ~ R.0 E OF 4269' AND NiJNUYENi NIJNBER
<br />as , 3 I S L ] D' Al Oo 75 03 E
<br />P. U.E. 3 3 3 3 3 3 3 3 I
<br />o rd Lo � uV >�10NuMEvr WELL
<br />.�
<br />° ". 1 S` g I ;' g g g g g g g ;� I g z 25. 25'' 5.85' ]Odji a W c: •.• 1. 3 17177 RESTRICTED ACCESS
<br />N do 25 a3 .� S 60 g 61 $ 62 $ 63 64 65 g 66 eV. g 6 7 o g 65 e g 69 o g 70 I N tj q t 33 I g w e PUBLIC
<br />i coRNEEy�xr
<br />1Do.00 �1, 59 e�,g n,�g o.,g A g og o g
<br />�' o "" o, R RADWL SEARING
<br />25' O A, - a, v, v, " % e, rn " p, rn . rn " rn " � ni
<br />0 1 g I' I � � � ro m m � ;� ,_ � � ° a 1 N 00 25 03 E � � � ( }
<br />0 14 0 ,"'r, ` z a 70" z Z Z �"' �, 93.66 u
<br />1 25' Z P. u.F ". 3, w G. -.• T 5E7 ]/2" X 24" IRON PIPE TAGGED
<br />N DO°25'03'" E �+ f T ; - -. - - -- `- - f . `� 1 `- : i - -`f m z I L.S. •4876 AT ALC REAR LOT CORNERS
<br />100.00 4.9. - 52.00 52.00 52.00 52.00 J°.52, 00 52.00 - 5 00 32.01) 52, 00 "0.00 ~ ` 32 I INDICATES WITNESS CORNET?.• SET' T�2" x 24" IRON PIPE
<br />- N 00 25 03 E 606.40 + " T TAGGED LS 4876 AT OFFSET DISTANCE NOTED
<br />g � NAPA tRiN R DRIVE' �. �; Exisnnlc I �R w.c.
<br />15 N 00°25"0 "' E 692.417' -- 1 10" P. U.E. •..
<br />�[',,1 a • C -- - _ _ � _ _ _ o ��• A, � X=1763780.40 CA1JF. COORDINATES ZONE 3
<br />`o I " ' ;� R=90 0O 2 �6. Y 520667.37 (CENTERLINE MONUMENTS)
<br />.q • X=1763785.59 " X=1763780.55 G °
<br />N 00°25'03" E I I Y= 5213,59.70 ti ° , ", L=14.54 50 Y= 520667.36
<br />m N 00 25 03 E ' -a ,. • v G kk% TO2�p R
<br />100.04 50.40 51.00 52.00 51.00 51_00" 51.00 _ 51.00 51.00 _ 51.00 52.00 ' • r3 n❑ 60' 3" R I LOT AREA DATA
<br />% 6.49' 37.7fl� i
<br />I g 10' 3 8.05 LOT S FT LOT Sa FT. LOT 50. FT LOT 54. FT LOT SQ. FT
<br />a 16 6 3 P.U.E. 3 3 3 3 -Z Y W. C: 1 135 15 5000 29 5077 43 5200 57 5000
<br />a 3 1 2 ]rs 15 5000 30 6096 44 641$ 58 5976
<br />i] 1 g 3 E ^ ^ ^ �� ^ ^ t. 3 ^ 4.�' 3 17 000 31 10951 45 6435 59 5156
<br />N DO°25'03 ""E "� 'aiw :zS "�S "�a "'S 'r'g ha :zg `"g 'nS "'$ "3� hv, r$
<br />C5 o
<br />100.00 �' - g ~ 18 19 -+,s 24 g 21 22 �," 23 ��� 24 � a 25 S 26 g 27 S 28 0, 29 � ��� 42' 44' 004 18 6 56 32 6394 46 5512 60 SZDd
<br />c ° a o o a a s ❑ la n a o n o �'° as "S - Grn
<br />c I rn " rn ' �, " m ` a " ) ~ �' °i ^ Q' `` °' ~ ;, - 5 5000 19 5100 33 5075 47 6116 61 5200
<br />I g q � 47 ° , I z '' r� I ' 6 5000 20 5200 34 5000 48 5000 62 5200
<br />s o 17 I • .....1 p, z Z z QQ I 7 517 2 ] 5100 35 5000 49 5200 63 5200
<br />nI z �' , 8 5763 22 SrQO 36 5000 5D 5200 64 5200
<br />l I P. U. E, 3 w. c: --
<br />° . ""9 7832 23 5100 37 5147 51 5200 65 5200
<br />N 00025)0,3)j 03 E 1.125,0 125.0' . 40" 52.00" 51. r1r7' .51.00-1 S 1. �'0' 51.00" 51.00' S 1. DO" [? nn J j ] - :: 1' S3.O0' 89.58' 74.42'
<br />100.60N 00°25'03 E 842, M R] -. � 10 9681 24 5100 38 555.5 52 5240 66 5200
<br />( ) X=1763524.36 11 •574.3 25 51010 39 10044 53 5200 67 5200
<br />N 89°3457'" w P"4RC�L 3 S.W. CCR. PARCEL z (R ]) Y= 520502.23 12 5346 26 5100 40 8686 54 5200 6e 5700
<br />5.2.4' (M)(R 1 } • ... PAROL
<br />13 5000 27 5204 41 9921 55 5200 63 5000
<br />PARCEL MAPS, 800K 17, PAGE ]01, S.J.C. R. (R1) PARCEL MAPS, BOOK 17, PAGE 101, SJ.C.R. (R1) 14 2$ 5099 42 6.567 56 5200 70 5936
<br />SHEET 3 OF 3
<br />J 1 o-t4FM5. DWG
<br />31-�LJ13
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