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I
<br /> CURVE DA TA: TRACT N0. 2892
<br /> �(��, CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 1` 25 _39_21 30 50.00 34.35 33.68 17.88 N_3 25 23 W
<br /> _ _ _ 7
<br /> M P�� 26 .35°5428' 50.00 31.34' 30.82' " 16.20' S 39 088 54�T--E
<br /> `27 J03°27'02' 50.00 3.01` _3.0_1' �_.5�7 s�96z8�D�-E LITTLE JOHN CREEK
<br /> -{ R 28 258043'00" 47.00' 21223_` 72.68' 57.3_0 _N 7215 _2 _E
<br /> 3513 2890' 2845' -14.92' S_39d29T11 n E
<br /> .2� �o� 30 46019'27" 47.00 38.00' 36.97 20.11' S O1 x1729 UNIT 4
<br /> f - -�- o- i + + r
<br /> � �0 31 46 19 27 47.DO 38.00' 36.97 20.11 S 4 36 56 W
<br /> 47.00 38 DO 36.97 20.11 N 86a03j,37 W 1,
<br /> 4400'14" 400 36.4_7 35.5_6 19.21 N 40040'17" W A SUBDIVISION OF A PORTION OF THE DESIGNATED REMAINDER"
<br /> 34 40°03132 47.00 32.86_ 32.20 17.13 N 01035'06" E
<br /> 35 39 02--1'3--0- _50.00 j __34.35' 33.68 17.8$' S 0156 07'r-; AS SHOWN ON LITTLE JOHN CREEK, UNIT 1, MAPS & PLATS,
<br /> Q Al PACIFIC BELL EASEMENT 36__ 34004'201-50.00 29.74 29.30 15.32 N o4 34 42 E BOOK 33, PAGE 19, SAN JOAQUIN COUNTY RECORDS,
<br /> L.... ........ N. 99004201 37 05b17�1 50.00 4.61' 4.61 2.31 N 15°06 03 w LYING IN SECTION 48 OF THE C.M. WEBER GRANT,
<br /> �
<br /> D
<br /> LINE DA TA: L CITY OF STOCKTON,
<br /> T AREA DATA.
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> �: ... 698.66t s, UNE BEARING DISTANCE Lot so. FT Lor so. 0
<br /> � s � � .... �� � --�. ._.5000 _. 16.. 5100___
<br /> 23.14ko
<br /> p1 h , _30 N 85°29'10" E 51.80' THOMPSON - HYSELL ENGINEERS
<br /> Ly, ___ 2 5000 17 5000
<br /> w 12 0o r 0ti� �� ^ 31 N 84°27'20" E 51.80' -3 - 5000__ __18 _ 5000
<br /> - _ _.__ •
<br /> N = ; �� ---ti�' -32 N 83025`30,' E 51.80' S_ ^5000 - 57_ T5000- 1016 12th STREET MODESTO, CALIFORNIA
<br /> r + 6 6215 58 500_0
<br /> cs+� 10 PUE 33 N 82 23 40 E 51.80
<br /> 59 5000JUN , 1998
<br /> 7 5000
<br /> _ E
<br /> 32 - , 34 N 81021'50" E 51.80' 8 5000 60 5000
<br /> \ rr '. _9 5107 _61.. ._.5000
<br /> � 31 ,, E R 35 S 17019'34 W 50.DD
<br /> 8 3 ,20 __ _ _-.____� 10 5104 62 5000
<br /> 71°33 0�1 ` 36 N 72°40'26" E 18.07' 11 6412_ 6_3 5000_
<br /> 7g. _-_- --- / -------�- - 12_ _ 7728 64 15000_ LEGEND:
<br /> 4 o0 42 S 27°27 54 W 18.45 __ _ _ .
<br /> -- -- --- 13 10599 65 5000_
<br /> 30 8 34 vi 43 N 520.32'06" E 18.32' - 14 6376 66 5200 -+- FD. 314" IRON PIPE TAGGED LS. 4876 PER (R 1)
<br /> W
<br /> °07'45" 1 108 43
<br /> �, 15 5113 UNLESS NOTED OTHERWISE
<br /> $S68 055 06" ` 0 568°23 O r 120 it E .P -�- FOUND MONUMENT IN MONUMENT WELL,
<br /> Z N 75 78 2g' 9 35 6 N 72° 579' �,, .A SCALE 1 'I = 60' ACCEPTED AS NOTED
<br /> 2 O 99.79 „WLR - -o-- SET 314" x 30" IRON PIPE TAGGED LS. 4876
<br /> 20 O'26,r W J ", o 553,52,,E(R� 2 ' 251 \.,1 577°32 32__ o m !SET N MD UMENT 0 IRON PIPE TAGGED LS. 4876
<br /> S 7 25.00 p - N32 ,- �� Ems'( 25 7 9 �' E '' 00 - K
<br /> - ° 22 50 Z (�- FD. CITY OF STOCK-TON TON CONTROL MONUMENT AS NOTED
<br /> 24 N 72 1 , /, � C� �� N 72°1512 0co „ E 250'S�pp ` P.U.E. PUBLIC UTILITY EASEMENT
<br /> 9991 820 E 1v �\Z \ 100.0 Co 044 26 Z o S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> Z 68�' 7 �_ z \ 2) N T2 50.00 0 0_
<br /> �� N, (R) �\ - - �,, N=2187810.535 CALIF. CDORDlIYATE SYS7EM-83, ZONE 3
<br /> �o ' 0 16 rr \ o- �, cr\ 8 i� E ! / 50.0° ? oo o f=6337864.658
<br /> 015 t a�°E N z 2 m o N 72 '00' \,�` i \"° c:+ o\ N 72°15'22' 5°0°' �, o $ 2 0 , - T SET 112" x 24" IRON PIPE TAGGED L.S. 4876
<br /> 6 cr _ 40• o Op Z -
<br /> AT ALL REAR LOT CORNERS, UNLESS NOTED OTHERWISE
<br /> °,�p 2 \m Cil 1 , cp p0. 0 3 o w _ 5
<br /> cm
<br /> N 72 t,I $ o ` )7 \g aL \ 7 Z 5 o t} P �, 'p0' o! pp' P•OZ p 3' W.C. ...... WITNESS CORNER: SET 112" X 24" IRON PIPE TAGGED
<br /> O c E o �,,_ , UE.
<br /> z o ,, o „ o 0 0 0 Cl cp 10 - T 5°' v, 1 3N: g 1°02 -- -- LS. 4876, AT OFFSET DISTANCE NOTED.
<br /> N�BR $ o o °15 22 o\ °15'22 0 C) --50.00-'5p 00 I,
<br /> 72 , \ _, 0 2 _ , \ 1111/ INDICATES RESTRICTED ACCESS
<br /> N O0 o a Q, N 7 00 ` o - 'p 00 � 251 X 85' O.R. OFFICAL RECORDS
<br /> L�AN E o w- `� _ o c n __ rn w s_ - DO 55 7 = i...- �...../. 7F I.N. INSTRUMENT NUMBER
<br /> TEMPORARY
<br /> \ , - g \ - 50 3 / TURNAROUND
<br /> L� J '' E N C� �\ 6 0� o ,26�� E S�q� EASEMENT -- - (R) RADIAL BEARING
<br /> CD °15'22 \ UE.....".... 50. 72 4° ' SEE DETAIL 'rAn - CITY LIMITS LINE
<br /> N 72 m --\ 10 P -, ''� J N g2.89 /'� , 50.00 \ r rr C.N.EL COMMUNITY NOISE EQUIVALENT LEVEL
<br /> 0 r , UE' S 1701934 W
<br /> o 0. 0 \. 1 0 3
<br /> `� ► 1p ' 25 4- 87 J/ - 04.8 p0, 10 P ` \,{ M.&P. MAPS AND PLATS
<br /> 25.00 '26,, W \w 125 0\ !- N E 11 f 50 Z 0 66 \ \ 100.00 R.S RECORD OF SURVEY
<br /> $\ 72
<br /> 40,?6
<br /> rn 19 '� 0 43 0..... , L `+ 50.0 �, o ita ' 00 M MEASURED
<br /> \ , POE o , POE..... 1 r a - 0 5 0 �, 5--09-
<br /> c
<br /> .0j .001
<br /> E (Y)
<br /> 66 \ 5 0° 0 1° 1,- 42 \\ -----j42 9 SO.Qp�, Z o 0 6 0 PUE \ ` PU 0 CURVE TABLE REFERENCE
<br /> --� 2� ` /g6.g �' 50 p0 Z o 64 0 � 3' W.C; , ,34i� W 2O LINE TABLE REFERENCE
<br /> v
<br /> \ 174.01 -_- TZ, 7 p0 0 63 00 `� 52.00 7°19 i
<br /> pp,POE gyp' „ E - cn_ , 50'" z o C) o - �- 3' W00�'� 1 N 1 54 00 ® CENTERLINE COORDINATE REFERENCE
<br /> �.....
<br /> 5• g7 , "'040,26 , /„ E - Sp 00 _ o w 62 0 P , j 50 \ ' \
<br /> // // i N 7 250;0 c '26 „ % 7- o o = 00 N 74,18
<br /> DETAIL A b..., ko
<br /> 72 40 ,26E p po _ a 61 0 o .... 50. o 2
<br /> " + � N 72 00� - Z o 6� o A 50.00 1 2" IRON PIN, TAGGED
<br /> SCALE. 1 = 30 N 50 o tz - , /
<br /> r i SR�
<br /> POE 7- o -.4 9 0 �, - 50.00 R.C.E. 14269
<br /> v� ... 0''J E NE J ���� 7-10 0 Co CL 5 _ _ 3r W.aO; / % N (R1)(R2)(R3)(R5)
<br /> / r' 00' 62260 - \ o 58 0 �,_ , i 5° p�R i o
<br /> 3N, 81002 5� o w - - 5 4o w REMAIN , ' - -
<br /> i i I ` \ O cD O p 3t W C �' p' / /'� /
<br /> �Zv �-
<br /> 500-0-1 - -'-� \ \ 6 C I 5° °° N LINE AN i
<br /> m = \ \ \ - W 54 00 9, - LOTpEEp t IN - NOTES:
<br /> \ \ 54 \ \ j' 3 50 00 36 72 NATED ' 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> ^� \ 53 \ \ \ , 6" E 9 ��DESIG-, � r;, 2. A 10' PUBLIC U77LITY EASEMENT HAS BEEN DEDICATED
<br /> 0.....' "-.� _ '' \ N 72°40 2 36 72 0 ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> \ \ 6;, E 936.r , 30.00' WIDE STREET RIGHT-OF-WAY 3. SET A 5.5' WITNESS CORNER, ON LOT LINE PROJECTION
<br /> S>- \ \ 72°4012 1266' 1540.80 TO THE CITY OF STOCKTON FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> \ N IN CONCRETE SIDEWALK.)
<br /> '' E - BY I.N. 99020542
<br /> To
<br /> m 2.00 - '� N 72°�0'(R1>(R2��R3) 4 PROWDEACH EPRPE DRAINAGE WITHOBE DESIGNED, UT CAUSING SOIL EROED, AND SION
<br /> t JOR DRAINING ONTO ADJACENT PROPERTY. ALL L07S ARE TO
<br /> 24.00' WIDE STREET RIGHT-OF-WAY DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> OF TO THE CITY OF STOCKTON5, THIS MAP REFERS TO APPROVED 7ENTA77VE MAP TM10-91.
<br /> CENTER pOSREFERENCES:BY LN. 97091768 6. EXISTING P.G.& E. POLE LINE EASEMENT PER O.R. 1065-201, S.J.C.R.,(R1) RECORD PER: UTILE JOHN CREEK, UNIT 1, M. dr P. 33 - 19
<br /> SUTURE �N '' IS TO BE ABANDONED BY SEPARATE INSTRUMENT SUBSEQUENT TO THE
<br /> --- '
<br /> 0 12.Do� (R2) RECORD PER: LITRE JOHN CREEK, UNIT 3, M. & P. 31 - 112 FILING FOR RECORD OF THE FINAL MAP.
<br /> -- CENTERLINE COORDINATES (R3) RECORD PER: LITTLE JOHN CREEK, UNIT 2, M. & P. 31 - 73 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br /> _
<br /> 2156730.563 N=2157011WI7NESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> .90
<br /> (R4) RECORD PER: R.S. 33 - 20
<br /> - Q E=6351046.338 A E=635095 . 1 (R5) RECORD PER: R.S. 32 - 118
<br /> ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND
<br /> P:\STOCKTON\ 1 3818\UNIT4\Im2.dwg ....••••........ FD. 314 IRON PIN, TAGGED BOOK OR VOLUME PRECEDES PAGE NUMBER.
<br /> R.C.E. 14269 (Rl)(R2)(R3)(R5) SHEET 5 OF 5
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