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<br /> cuRVF a�rA TRACT N0. 2740
<br /> LOT ARFA WA CURVE DELTA ROUS LENGTH CHORD TANGENT CH. "AV SUBD/VICS/ONS OF SAN "QUIN MW
<br /> 1 -j595511811 1 78-25-47-' 77J.08 401.05 N 82 37'4 f E (RQ
<br /> 1 2 2 25'16' 1502.00 613.99 609.72 311.34' o "
<br /> 72J63 01 48 26 1502.00' 47.36 47.38' 23 69 0
<br /> '
<br /> 4 4 o2 05'53' 1502.00' 55.00 27.50' °15'36"
<br /> T4 5 02 05'53" 1502.00' 55.00 2Z50' , 7421'29"
<br /> 4 3714 6 020Z53" 1502.00' 55.00 27.50 °2 UNIT NO.. 23
<br /> 5-63 13 15°46'08" 160.300' 441.18 439.79 221.99 N 76"49'040 E
<br /> 14 01 ' " 1603. 63.72 6372 31.8 N 70 04'20" E
<br /> 2 t 15 02 05'53" 160.300 58.70 58.70' 29.35' N 72 15 36 'E BEING' A SUBDMSION OF A PORnON OF
<br /> 8 -6-3M- °-• 16 02!OW-" 1603.00' 56.70 58.70 29.35 N 74'021 W- £ SECTION 21,
<br /> 4
<br /> 17 „ 1603.00` 58.70' 58.70' 2935' N 76 2722" E T. ) N. R. 6 E, M. D. a & M.
<br /> t t ``+ 42 12"10'42" 1628.00' 346.03 345.38 173.6 N 73°15'2J"
<br /> 61 43 09 42'59" 16.5.3.00' 280.32 279.99'- 140.50 N 7 24'05" E
<br /> g 45 01"4J59" 165300 50.00' 50.00' 25.00 N 75016'22" E OF SrOWON,
<br /> N 76°14'54~ E to q J 8 46 O 1 54 23 1653.00 55.00 5500' 27.50 N 7 27'1 l" E SN AMUIN =#W,, MFORNIA
<br /> 6a100' w E R v, 47 01 5423" 165.300 5500' 55.00' 27.50' N 71 3248" E
<br /> °� 0 = 2 48 02 03'02" 165300 59.16' 59.15' 29.58' N 69°34'06" E
<br /> 76 ,r N 89°59'34" E . " ° " THOMPSON-HYSELL ENGINEERS
<br /> 102• a '
<br /> 46N E 130.94' 49 0 f 45 58 1628.00 50.18' 50.18 25.09 N 66 17'03 E
<br /> ' �..... ' " , , , o , "
<br /> E (R) .0 30, 30' 35 $ N Joi.4411' ,;' 44.84;, 8�to, ;` 51 47°0727" ' 41.12' 39.97' -- ° 'f4N 1016 12th STREET MODEM GAMFORNIA
<br /> j6°46 28 _ . 4 6 41 �; 52 57° 7'4 47 210.93 73.501, --- N 14°16� 4�� W
<br /> 1 41� �4�i-, �- 53 1610J811.9"0 " 15.29. 15.22 7,71. ° aI�AR�'M, 1996
<br /> 54 1 47.001, 49.19 46.98 7.1 N 1
<br /> �^ tom' .0 oti 55 51 29'37" 47.00' 42.24 40.63' 22.67' N 09°56'30" E
<br /> •► E(R)
<br /> \ . '� •'� 'v "` 55 00 09 47.00' 45.12". 43.4 1 24.47 N 43 18'23" W
<br /> ,? .\...
<br /> 70.00' 72 3; $ �� 'o, °' 3 O1 9 52 28'11" 47.00' 43.04 41.55' 23.16' N 82°57'27 E NOTcS
<br /> 0 f9°33'39" 47.00' 1605 15.97' 8.10' N 4605632" £ G
<br /> .• 10' P. , ^ 1. ALL DISTANCES, ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> � N � 30000'19-" 50. 26.18' 25.89' . 13.40 N 52009'5J" E
<br /> SQ ® \N 34 eo 'NZ* 117" W „ E(R) a - - - 09°3725" 960.00 161.24' 161.06' 80.81' N 18'001'15" W 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> �' `" ((R)) '11'� 09°38'28" 930. 156.49' 156.31' 78.43' N l8°00'44" W ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> w - fir'. z
<br /> W .i1� ® © N 74 90•�� 20 05 244- 930.00 89.20" 89.17' 44.64' N 20°0506 W J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> \
<br /> 124!05 4p' 33 g g1� N t, o O7 3 04008'44" 930.00 67.29 67.27 33.66 N 15015'52' W FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 601i pp' v E g3'_ 0.. ° ""g�� 09°36'26" 0 166.00' 165.81' 83.20' N 18°01' " W IN CONCRETE SIDEWALK.)
<br /> 5 30 660jp'o2 E 1� Al 22°4958~ W 0 30 $ N_ _ _ 65 00°23'25" 1653 00' 11.26' 11.26' 5.63' N 65°3547" £ 4. EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PROVIDE
<br /> O, Irl O6 v E v- I °$ 27°53'38" 1502.00' 731.23' 724.03' 373.01' N 78052'40" E PROPER PRNNAGE WITHOUT CAUSING SOIL EROSION OR
<br /> 30 \ > k. 1 02 71 }3 ® '1', ° $ 25°3927" 1450.00' 649.32' 64,391' 330.20' N 79°5946" E DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> 678 E S� �e 2 02014'11" 1450.00' 56.60 56.59' 28.30' N 66002'57*" £ DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> � 1 z`-�" - �� '�'4 21 04 28'22" 1502.00' 117.25 I I Z22' 58.66' N 67010"02" E 5. THIS MAP REFERS TO APPROVED TENTATIVE D' TM 19-88.
<br /> � X10 , '
<br /> ...� N 6 60•p0i „ E "�Z �, \z s� �,� 05°15'51". 14 133.22' 13.317' 66.66' N 40 ' 6" W
<br /> z 6. • ��� o ezo N 77' 70T I 6 D BOOK OR VOLUME PRECEDES PAGE.FERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> `�� • 3p' .` \ �� X28 - 3, :,
<br /> Z �, = �,� 77.70 �- LEGEND
<br /> �\ 27 p' 3
<br /> 1.N. 83055887 �\ °32,,�N Vie, 5s•� z i H � FOUND AND ACCEPTED 3/4" IRON PIPE TAGI
<br /> `&� \ 71 60 z ,$ Q 22 0C , L.S. 4876(81) UNLESS NOTED OTHERWISE
<br /> 2�0
<br /> FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> 70L.S. 4876(81) IN MONUMENT WELLUNLESS NOTE
<br /> D OTHERWISE
<br /> 2474.
<br /> FD. CITY OF STocKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> DISC IN MONUMENT WELL, STAMPED AS NOTED (R3)
<br /> 25 CENTERUNE "ZE DA ri4 -o- SET 3/4"X 30" IRON PIPE TAGGED LS 4876
<br /> N ° 8 O N=2 156 055.789 IN MONUMENT WELL
<br /> in26 $ u.E:v' O
<br /> N W 10' P' E N =6 327 290.697 -o-- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> 58032,06 N=2 155 956.602
<br /> 6.21 �,� O E=6.326 524.060 SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> w W (R�,SAI`l�� REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> O N=2 156 120.643
<br /> 30' ° 7'25'f �� ' l ? 3 £=6 326 454.993
<br /> " ' ;�N,21 Z N W (R) --�J Z ^� 3' W.C...••.•• W17NM CORNER.• SET 1/2" X 30" IRON PIPE TAGGED
<br /> N 13°52 10 £ 3p L.S. 4876, 11
<br /> 1621' ''Q N 1°04'00 � ' . PU.E:' o O N2156353.427 AT OFFSET DISTANCE N07M
<br /> \ N 2� z 10 ,; E-6,326,356.9841
<br /> ' - o ,¢ g fD. 3 W.C. N=2 153 535.f35 G4UF. COORDINA7ES-83, ZONE 3
<br /> 4°12'31" w R 9 0 ...i N �' N=2 156 392.649
<br /> N 2 ___-__�) ___J ©i ? j 7 $ t 0 E=6 326 340.470 E=6,327+497. 3l (CENTERLINE dr CONTROL MONUMENTS)
<br /> .J 2
<br /> 3Q \ Al 23°03'01~ £ °°• o N p;.... '�° Lw S J.C. SAN &QUIN COUNTY RECORDS
<br /> N 24°35'55"' W R N4* 18 67' ' °� ° '� W' 6 N=2 156 424.208 �g s u 2 v y o,x
<br /> () $ z z o 2 $ P U E."` © O E=6 326 525.095 > OI�ICI�L RECORDS
<br /> N R.S. RECORD OF SURVEY
<br /> 50.00' r 36 �\c $ , w C 3 O : �`` O N=2,156.41
<br /> I.N. INSTRUMENT NUMBER
<br /> :.3 ,,,.. • � �_ E=6,326,528.587
<br /> N 68°42'57" W...... z �,°' q' `O t^ O 2 ` (R) RADIAL BEARING
<br /> 1&67, N :$ ` \ N 88°59'9" W ® N-2.156.22 P.Al PARCEL MAP
<br /> 24.72 3 R) C� AOO ` „ E [E--6.J26.785.7111
<br /> SCALE 1" = 60' w ( .............R� 1 N 0,9-0.5 _- "'F0 MAPS U AJ 0 PLA TS
<br /> N ` 47' Q
<br /> CIA
<br /> `-,-
<br /> O `-' (R) (M) MEASURED ON THIS SURVEY
<br /> W,C. WITNESS CORNER
<br /> N 43°1927"
<br /> 24.7r D P.U.E. PUBLIC UnLITY EASEMENT
<br /> \` U LVA" - ,� Q CURVE TABLE REFERENCE
<br /> $ BO ® UNE TABLE REFERENCE
<br /> 90 CENTERUNE COORDINATE REFERENCE
<br /> 5
<br /> �' 9
<br /> N
<br /> ,09N 40...... \ ® EST( I . RESTRICTED ACCESS
<br /> 52 2.00
<br /> N Z 0
<br /> REFERENCES
<br /> ................ ROAD EASEME7YT
<br /> LR 9WI9420 R1 RECORD PER. WESTON RANCH UNIT NO. 12, M-& P. 31-96, S J.C.R.
<br /> (R2) RECORD PER. BOOK 30 OF SURV-ItS, PAGE 77, SJ.C.R
<br /> • (R3) RECORD PCR.• BOOK 33 OF SURVEYS, PAGE 20, S J.C.R.
<br /> P.\14. 238\UN1T23-1 4-15-96 D.D. SHEET 34 SHEET 5 OF 6 ��
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