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CURVE DATA: TRACT NO. 2891
<br /> CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> C3 38'00'00" 444.00' 294.47' 289.11' 152.88' N 21'00'52' E C45 08'57 28" 257.00' 40.18' 40.14' 20.13' N 52'2752' W C67 16'23'08" 254.00' 72.64' 72.39' 36.57' S 76'00'00" E
<br /> C24 0930'13' 292.00' 48.43' 48.38' 24.27' 5 J5'15'45'- C46 20'31'30" 257.00' 92.07' 91.57' 46.53' N 6712'21' W C68 45'10'42" 254.00' 200.28' 195.13' 105.67' N 89'36'13' E
<br /> C25 02'0226" 292.00' 10.40' 10.40' 5.20' S 38'59'39' W C47 29'28'58' 257.00' 132.25' 130.79' 67.62' N 62'43'37" W C69 83'32'50" 19.00' 27.71' 25.32' 16.97' S 26'02'01' f BROOKSIDEES TA
<br /> C26 09'01'05' 444.00' 69.88' 69.81' 35-01' N J5-30-20- F C48 82'05'11' 19.00' 27.22' 24.95' 16.54' S 36'25'31" E C70 24'1628" 250.00' 105.92' 105.13' 53.77' S 2752'38' W TES,
<br /> C27 10'38'15' 444.00' 82.43' 82.32' 41.34' S 25-40'40" W C49 19'32'01' 50.00' 17.05' 16.96' 8.61' S 14'23'05" W C71 31"27'14 271.00' 148.77' 146.9 1' 76.31' S 24'17'15" W
<br /> C28 18'20'40' 444.00' 142.16' 141.55' 71.69' S 11'11'1,,' W C50 21'09 25' 50.00' 18.46' 18.36' 9.34' S 34'43'48" W C72 52'14'40' 275.00' 250.76' 242.16' 134.85' S 86'51'48" E
<br /> C29 05'11:30' 95.00' 8.6 1' 8.61' 4.31' N 3-r06'24' f C51 40'4126' 50.00' 35.5 1' 34.77' 18.54' S 2457'48' W C73 2736'13' 236.00' 113.70' 112.60' 57.97' S 81748'58' W UNIT NO. 41
<br /> C30 18'33'50' 70.00' 22.68' 22.58' 11.44' 5-Z6'25'14' W C52 48'5554' 41.00' 35.02' 33.96' 18.66' N 20'50'34" E C74 3723'47' 236.00' 154.03' 151.32' 79.87' N 66'41'02" W
<br /> C31 3527'01' 70.00' 43.31' 42.62' 22.37' S 00'35111' E C53 50'31'59" 41.00' 36.16' 35.00' 19.35' N 28'53'23" W C75 65'00'00" 236.00' 267.73' 253.6 1' 150.35' N 80'29'08" W
<br /> C_32 35'28'15' 70.00' 43.34' 42.65' 22,39' S 6'02'49' F C54 50'31'59' 41.00' 36.16' 35.DO' 19.35' N 792522" W C89 07'2747" 292.00' 38.03' 38.01' 19.04' N 34'14'32" E BEING A SUBDIVISION OF A PORTION OF
<br /> C33 3353:39' 70.00' 41.4 1' 40.81' 21.33' S 70'43'47' E C55 50'31'59" 41.00' 36. 16' 35.00' 19.35' S 50'02'39' W SECTIONS 30 AND 31,
<br /> C34 123'22'45" 70.00' 150.74' 123.25' 129.95' S 25'59'14' E C56 60'5101' 41.00' 43.54' 41.53' 24.08' S 05'3851" E T. 2 N., R. 6 E., M. D. B. & M.,
<br /> C35 05'17'01' 95.00' 8.76' 8.76' 4.38' N 85'02'06' W C57 2612252" 41.00' 187.04' 62.18' 47.68' N 85'2255" W
<br /> C36 01'5527' 296.00' 9.94' 9.94' 4.97' S 83' 1'18' E C58 19'18'01" 50.00' 16.84' 16.76' 8.50' N 262521' W SCALE l" = 6�' CITY OF STOCKTON,
<br /> C37 11'38'26' 296.00' 60.14' 60.03' 30. 17' N 89'51'45" E C59 2 1'23'25' 50.00' 18.67' 18.56' 9.44' N 06'04'38" W /
<br /> C38 11'36'47" 296.00' 60.00' 59.89' 30. 10' N 78'14'08" E C60 40'41'26' 50.00' 35.5P 34.77' 18.54' N 15'43'38' W 2204 SAN JOAQUIN COUNTY, CALIFORNIA
<br /> C39 0524'53" 296.00' 27.97' 27.96' 14.00' N 69'43'18" E C61 82'05'11" 19.00' 2722' 24.95' 16.54' N 45'39'40" E
<br /> C40_ 30'35'33" ?96.00' 158.05' 156. 18' 80.96' N 62,161J9, C62 15'53'05" 257.00' 71.25' 71.02' 35.85' S 78'4543` W � THOMPSON-HYSELL ENGINEERS
<br /> C41 29'08'47' 215.00' 109.37' 108. 19' 55.90' S 8135'15' W C63 03'48'19' 257.00' 17.07' 17.07' 8.54' S 68'55'02' W �� 2205
<br /> C42 31*542X 215.00' 119.73' 118.19' 61.46' N 675J'10' W C64 19'41'24" 257.00' 88.32' 87.88' 44.60' S 7651'34' W
<br /> C43 03'56'50 215.00' 14.81' 14.8 1' 7.4 1' N 49'57'33' W C65 02'4251" 254.00' 12.03' 12.03' 6.02' N 6822'18' E 2203 2206 / 1016 12th STREET MODESTO, CALIFORNIA
<br /> C44 65'00'00' 215.00' 243.91' 231.04' 136.97' N 80'29'08' W C66 26'04'43" 254.00' 115.61' 114.61' 58.82' N 82'46'05' E 2207 JUNE, 1998
<br /> 1
<br /> LOT AREA DATA: ��'jl�'r I r r moo. s , .'396,. o a;, NOTES:
<br /> SEE yr � 3 2202 00- >> .:
<br /> ??S"F 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED,
<br /> LOT SQ. FT. LOT 50. FT. �� 6 \z z 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 75
<br /> 2164 7, 1 2176 8,448 Q o 9
<br /> 768 2187 8,259 �0� Q ati1� \ ��'� s �� ?s. i.. L 17 112.4 43 1?" E 3. SET A 2'0'ALONG ALL PWITNESS RIVATE SCORNER,TREETS A FOR HLO S OWN 2N 77/THRU 2179
<br /> S MAP.
<br /> 21x5 7, 2190
<br /> 2166 10,928 2188 7,610 2201 1 N -0, o. F "`• _ t�/)(R5) _ AND LOTS 2187 THRU 2207 ANDA 5'6' WITNESS CORNER
<br /> 2167 14,488 2189 12,201 Q` 1 / °a \\�•"'- "'_ ����h h / ' FOR LOTS 2151 THRU 2176 AND LOTS 2180 THRU 2186
<br /> 2168 8,542 2190 12,041 ��'Q�l� �, h`l \ 1E •`'�� p,1 g� FOR LOT CORNERS FACING A ROADWAY.
<br /> 2169 8,576 2191 10,811 \\�Nv ,�ti a°'`L�� alp° 2191 \�� � �� 2189 h (CHISELED '+' IN CONCRETE SIDEWALK OR CURB.)
<br /> 2170 9,7J2 2192 8,455 �`C" dp° p. �, 10' P.U.E. % 4. EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PROVIDE
<br /> 2171 9,856 2193 8,067 a �' QJ �, 2200 -��?o" W - C5- W L� 2183 PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> 2172 10,396 2194 9,067 , tis 2163 .\0 N 7j.524 ,--CRS /Ghh C5 j / 822 3� DRAINING ONTO ADJACENT PROPERTY ALL LOTS ARE TO
<br /> 2173 10,348 2195 7,107 �� ti .�'o / 0, 6 1 W c\ 5 E DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> 2174 10,518 2196 8,770 o r T.flBFt / a0° G� �rO' �0 10' �\ W s�,,� ��� X6'23'25 5. LOT 2208 IS A PRIVATE STREET COVERED ENTIRELY BY A
<br /> 2175 10,376 2197 9,406 �� p�1 �� ��.�.�r h 1 �`��'F, 0192(PRIVATE)(P.U.E.) Q1 N 5 p9' PUBLIC UTILITY EASEMENT AND SHALL BE MAINTAINED BY
<br /> 'i 2199 �, (SEE NOTE 5) <<n„ o J p BY A MANDATORY HOMEOWNERS ASSOCIATION.
<br /> pph / Q J� 1h� �', S 53'5539_' W (R) i°' 2 v h� 2188 h N 2 184 6. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM8-96.
<br /> 2 16 4 �Q� as / 0 C58 1... N 44'4/29" 7 ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> f- ` P N 88'4232` W `- T ---'----W f� 3 AND BOOK OR VOLUME PRECEDES PAGE.
<br /> d 2198 i 2194,2 c5o
<br /> 122.84' o� V N 8p•?3, _ `� 8. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br /> L22 \�, S-7,,3 1,x'40"-W jR1 J ^ ;� 02 W !* WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> �1 S-. i \ � 114.?4. 4
<br /> _S69. \t? C59 ( , �A!655p, 9. P/NECREST CIRCLE HAS BEEN CHANGED TO PINE LAKE CIRCLE BY
<br /> / �c �\ G'1°'q�/ , /,�y0 L23 L24 L25 ��0� N \ ,: 2193 I '� ^ C49 `- s4-W 2185
<br /> �/ 0 v` - 2 1 -1J BR
<br /> CERTIFICATE OF CORRECTION RECORDED AS I.N. 98117472, S.J.C.R.
<br /> 2165 h ti i��� � \� - SEE BREEf J
<br /> 1/... 3' W.C. `L��O ��� o o \��� N_03:17'44"-w (R� f 19' 19' 2187
<br /> _ - S-12'31 54" �'
<br /> 2195 �, r_ - w (R) �, LEGEND:
<br /> C62 cl
<br /> 70661• R Q hl V •�?� "// ;-) � toI \�-- <5 G6� `�� C64 w : C ` -0- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED L.S. 4876(R5)
<br /> To r� ,�a, �� cyl \ a� -02 C73 _ _-----` o'" `� 46 S_33 03'2_4" W (R) IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> j z, �_(a/' �`;' 2197 b o �� 2196 \� � � 65 4�. 9 0 / ` C�RC�E 0 C75C¢ Cj¢ �,�j 1 �� 2186 -- -+- FOUND AND ACCEPTED 3/4' IRON PIPE TAGGED L.S. 4876(R5)
<br /> IUNLESS NOTED OTHERWISE_
<br /> / 2166 I" a= :� I 10' P.U.E. , 5 .52 C 41 -- - _ �2Q �s ... 10' P.U.E.
<br /> N R) s> I i 610j - 8\ \ -*-- FD. CITY OF STOCKTON CONTROL MONUMENT,
<br /> ' v E o ` C6 j _t - Cfi 6 ' . N X99.99'
<br /> C4�, �, ` / \.. 3/4' IRON PIN W/ CAP, STAMPED L.S. 4334 (R4)
<br /> / N
<br /> 11-41 1 2' c I,y� ti �....o�.i L3 65 52' '� �. �,� --� SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> 44 2208 PRNATE) D E )(P.U.E. 1 ° �\
<br /> I _ T C68' _ P• N i cc (PRIVATE ) IN MONUMENT WELL
<br /> C72 _ 5) l)E' w 1, • -o-- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> ,gyp (SEE NOTE ,...9 3�4, �.........�0' p' Z 2174 R ;� (SEE NOTE 5) I �
<br /> L3o ti PINE LAKE C3 a �
<br /> C40 N g , k, I: ��� T SET 1/2' X 30' IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> o b,�S 45.87_/ \ C37 _ �_ --�38 �` ;, o 2175 hti �1� Com �`� L6 ° REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> 0 C35 \ --- -- - -� lz Z -'
<br /> Ll 2167 S h 4.13' 2173 3' WC........� WITNESS CORNER. SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876
<br /> ....... 0 W.C. a (3/ / o ON LOT LINE AT OFFSET DISTANCE NOTED.
<br /> 3' W.C. + o \ o Obi v' mss.
<br /> (o ` 3 i v; y vt10 � �, 0 4.76'. s>� `moo ,��, ty N=2153 535.135 CALIF. COORDINATES-83, ZONE 3
<br /> a 2168 'a i '� �" �•, \ "= `° 34.61' S 2176 l��l�, E=6.327.497231 (CENTERLINE do CONTROL MONUMENTS)
<br /> N .Cb toto w 2171 3 5 •` .�'
<br /> o of n L4 00 0 S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> w ,. 30' W.C. C6 2 ►�� to �� 651 p' �° O.R. OFFlCW RECORDS
<br /> 12.84' .. _ ` o� 0 2170 z 2172 12.33' 4 61 L3 LS moo. • k R.S. RECORD OF SURVEY
<br /> '30' W C. a o �' , 1.N. INSTRUMENT NUMBER
<br /> 2169 °�..... ....... �... `'30' w.c.
<br /> 76.2?' ..30 W 79.51' _ ....� � LINE DATA: PRS. PARCEL
<br /> BEARING
<br /> 69. 30' W.C. 88.55'
<br /> \ (� ly 81-59,06. H, 196.09 5t/ 3768' 50.38' 52. w 230.77'( 01) M.drP. MAPS AND PLATS
<br /> )(R1� S 84 00' UNE DIRECTION DISTANCE LINE DIRECTION DISTANCE
<br /> L 1 N 02'00'52" E 15.31' L25 S 56'08'12' W 45.42' (M) MEASURED ON THIS SURVEY
<br /> CENTERLINE COORDINATES' S.F.N. SEARCHED, FOUND NOTHING
<br /> L2 S 61'00'52' W 40.57 L26 N 35'42'09' E 50.00' W.C. WITNESS CORNER
<br /> LOT 114 1 LAKE) N=2.182 577.223 N=2182,053.026 N=2182240.458 L3 S 54'00'52' W 90.4 l' (M)(R 1) L27 N 04'37 05- E 34.151 P.U.E. PUBLIC UTILITY EASEMENT
<br /> © E=6 312 070.220 ® E=6 311 935.035 E=6 312 148.769 L4 N 84'59 08' W 39.37' (M)(R 1) L28 S 04'37 05 W 34.15 C2 CURVE TABLE REFERENCE
<br /> BROOKSIDE ESTATES, UNIT' NO, 2 L5 N 4759'08' W 68.93' L30 N 8740'36" W 50.00' Al CENTERLINE COORDINATE REFERENCE
<br /> M. & P. 30-62N=2182,200.175 N=2,182,092.071 Q N=2,182,050. 153 L6 S 39'09'10' W 42.05' (M)(R5) L34 N 6700'52' E 99.99' L3 LINE TABLE REFERENCE
<br /> ® E=6,31 1 7'00.1 7 E=6 312 027.083 [E=6,312,277.184 L17 S 71'12'25' E 7.32' (M)(R5) L35 N 6700'52" E 99.99' RESIR/CTED ACCESS
<br /> N-2 182,066,275E=6
<br /> 182,110.041 L22 N 4959'08' W 58.18' L36 S 4759'08" E 48.10' �cc�c RESTRICTED ACCESS NOT DEDICATED TO CITY
<br /> e E=6 3l 1 693.254 E=6 312 138.235 L23 N 81'04'29" W 24.51' L37 S 4759'08" E 49.15'
<br /> P. STOCKTON� 185000�UNIT4 I FM4.DWG 10/30/1998 D.D. SHEET NO. 29 124 N 751100' £ j 30.88' L38 S 4 7*59'080 E 50.20' SHEET 4 OF
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