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<br /> 'DESIGNATED REMAINDER" FD 3/4" IP TAGGED FD 2-1/2" DIAMETER LOT AREA TABLE LINE TABLE
<br /> l.N. 88023912 L.S. 5340 PER (I) BRASS DISC ~~` . LEGEND.
<br /> LOT SQ. FT. LOT SQ. FT. IN
<br /> - LINE DIRECTION DISTANCE
<br /> NOR7H-2 16 1
<br /> N893453'1N s 1.N. 91052722 , 3, 64.620 STAMPED L.S. 5340 117 5035 174 5511 L1 N44'34'53"W 28.28'(M H
<br /> i-► 476.57 -+-� Ir EAST=6,327,443.435 CITY OF STOCKTON `0 FOUND MONUMENT AS N07ED ,
<br /> 34.71�o s� MONUMENT 5S-23 IN 118 5000 175 6171 L2 N00'25 07 E 60.00 M H
<br /> �p r MONUMENT WELL PER (A)(D)(E) - - FOUND MONUMENT IN MONUMENT WELL AS NOTED 119 5006 176 5000 L3 N45'25 07 E 28.28 M H
<br /> 3 W.C. � sem. F 2 36• -•U- SET 3/4" x 30" IP TAGGED L.S. 7079
<br /> 120 5032 177 5000
<br /> �� �-�- N89'34'53'1N 173.08' •-� ' '• T20' 121 7185 178 5000
<br /> 3 W.C. o s 10 WIDE PACIFIC BELL ° 122 9355 � 179 5000
<br /> 34.4 50 3o* 503' ,- 48 88�'�/ �s"a'-� E(SEE PER 4 2,9 NOTE 8) �0.38'.� 42' �- SET 3/4" x 30" IP TAGGED L.S. 7079 IN MONUMENT WELL RADIAL BEARING DATA
<br /> 123 5447 180 5000
<br /> o ^ ?' ',� ,--" , / 42' INDICATES WITNESS CORNER; SET 3/4" x 24" IP TAGGED 124 5292 181 5000 NO. BEARING
<br /> N89'34 53"W 257.20 _
<br /> 131 h o ►� �. , 3 W.C. L.S. 7079 ON LOT LINE, AT OFFSET DISTANCE NOTED 125 5222 182 6075 R1 N01'28 58 W
<br /> N l 3O- ►'? '• 26.32 55.00 75.19 100.69 "
<br /> o �,' 129 p 0^0 0 _ $ �' 3'W.C. 3'W.C. 3'W.C. "? z " " 126 6011 183 5209 R2 S01'54 30 W
<br /> o h •128 ^ 0 127 0 0 126 / �� SET 3/4 x 24 /P TAGGED L.S. 7079 AT ALL 127 5713 184 5500 R3 N04'32 13 E
<br /> N
<br /> v� •oN o t N o N io ?� ^ acv, / � \�,Naw REAR LOT CORNERS, UNLESS OTHERWISE NOTED 128 5377 185 5000 R4 N07'29'22"E
<br /> _ 10' o voi ^ o o .� '25 h - 124 '23 .ry W Aj/ / �22 3 W.C. (M) MEASURED DISTANCE, ALL DISTANCES ARE MEASURED "
<br /> P.vE 0 o N N of :v `v h Qi / o h 129 5321 186 5000 R5 NO2'52'25"E
<br /> v� rn co UNLESS OTHERWISE NOTED
<br /> 130 6354 187 5000 R6 N07'1213 E
<br /> lel 147 5490 204 5256 R7 S02'17'18"W
<br /> �y8155''0350.45' 0
<br /> �� r.
<br /> R4 C54 r-(R1 'Dc oi,t� P.U.E. PUBLIC U77LITY EASEMENT 148 5239 205 5000 R8 N08'08 28 E
<br /> 50 45 - -( ) 1 130,
<br /> ._30 . 0 6 ^ "
<br /> M7@,,-- 243.78' 40,36' _ -(R3) C53___ ��D' X11' y09 "� ^: 149 5335 206 5000 R17 N12'08 43 W
<br /> 20792 -- 24378 _, ,� - C11 - r-- Cly - -45 68' I C6 OF o I S.J.C.R. SAN JOAQUIN COUNTY RECORDS 150 5203 207 5000 R18 S43'20'03"E
<br /> Nr P� T�- --- `N8155'03�y M6 `� C9 56.98 �s�� r� �1 167 5096 208 5000 R19 N75'59 36 W
<br /> a---- N8,1'55'0,3-w , /E ROAD h �,,° ''�N M5 (R2)- �8 N82'15'49T t, 1 L 1 z M&P MAPS AND PLATS
<br /> <r 168 5107 209 5396
<br /> _52 16305' -.��, J 35.86' ° N ,� N89'34'53'7N j �� o L PM PARCEL MAP 169 6958 210 5682
<br /> _50_ N C13 M4 ;n u� 86.09' °M3 �\ W
<br /> _ ,r 170 9513 211 9169
<br /> �10' _ s ss� .p1'�1 C14 N8'3453 sir '( \I N83.10'32 0E R 36� Q RS RECORD OF SURVEY 171 5385 212 8214
<br /> �w P.(/E; w �s. F 0 __ C16 9 G' 172 5124 213 5310
<br /> � . ^ , ,5 �yhiC; ---_1 _ Cl5_ 33.10 �,, sem. 91.2 "�' OR OFFICIAL RECORD
<br /> o N 25 0 R6 --- ^�i 173 5000 214 5449
<br /> 0 '48 I 1 25 �� R5 �/ `s s`�' of 120 `O M1 CENTERLINE COORDINATE REFERENCE NUMBER SEE TABLE 215 5535
<br /> 146 'Nv 0 147 N No �" I ;^ o l ( _� 10' P.U.E. �`� , I a1 I o ,
<br /> 174 �. 30 �,
<br /> 2 00 4 I h % o I h 175 i N :�"� " " R RADIAL BEARING
<br /> I � O
<br /> N
<br /> o I `�I N89'34'53"w `D I,� .� N89;34'S3v `. 0 CURVE DATA
<br /> - �` R'•u " I� o a o 0 0
<br /> o L1 SEE LINE TAB F
<br /> F- I LE OR DATA RV
<br /> •. 96.11
<br /> o w CURVE RADIUS LENGTH TANGENT CHORD CH. BEARING DELTA
<br /> I ,... Z r\ , I w 100.00 S89'34 53 E I w J G � "
<br /> W • Lt.J o b a = „�, �� o a, �� C1 90.00 16.08 8.06 16.06 S05'3215 W 10'1415
<br /> W 50.00 5203 56.00 , hof 173 0 100.00 I_ ^o I rn �� (C) CALCULATED FROM RECORD INFORMA TION , ,
<br /> zi ;v oI C2 70.00 132.44 97.04 113.54 N43'32 24 W 108'23 33
<br /> \50.00' 52.03' 56.00' coo 30 �' N 119 o w " „
<br /> _ ''-�• S89'34'53"E 158.03' I Z �j o^ "`� 0 176 i c� N N I N '� �q N IP IRON PIPE C3 70.00 21.36 10.76 21.27 S01'54 57 W 17'28 50
<br /> o " "
<br /> V) I, 0 © N89'34 53"W h I h o °� 1"� N89'3453W `O C4 70.00 38.89 19.96 38.39 S22'44 20 E 31'49 44
<br /> _ I o N 25' 100.00' S89'34'53"E I I, p 100.00' G 1•N. INS 7RUMENT NUMBER C5 70.00' 39.41' 20.24 38.89' S54'46'51"E 32'15'19"
<br /> LU 1 J`1 0 150 d o 149 I^ o v i �"6.43' 100.00' I ^ of W �`� a "� C6 70.00' 32.78' 16.69 32.48' S84'19'21 E 26'49 40"
<br /> a,; N I Z I Q o =�`' SFN SEARCHED, FOUND NOTHING C8 90.00' 15.15' 7.59' 15.13 S87'0510 W 09'38 41"
<br /> W O O W /� I- O aw of 1 CJ f�
<br /> o O I tf a 1 1 7L N o 4 i � "s , C1 4 o O V , ,
<br /> (A `r `�' v- I N K,�,�1 "� 000 ' 77 Ig N p hl "� ic) d w RES1RlCTED ACCESS C9 975.00 105.06 52.58 105.02 N85'0016 W 0670 27
<br /> ' i c' ' " uoi 00 a I o `� I N89'34'S3'1N '�' "� �' C10 975.00' 44.73' 22.37' 44.73' S86'46'39"E 02'37'43"
<br /> 10 P.U.E. �, 25 �1 S89:34 53 E I h ;v o rn o , " "
<br /> P� NOTES.
<br /> i • " ' o <c C11 975.00 50.24 25.13 50.24 S835912 E 02'57 09
<br /> `93.04� S8934 53 E I o o I 100.00' G ' z '-Z
<br /> ` 52.03' 33.00' I of o o C12 975.00' 10.09' 5.05' 10.09' S82'12 50 E 00'35 35"
<br /> h cn 11.40 100.00 1 N I ,� °` -� 1. A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED C13 1000.00' 133.76' 66.98 133.66 S85'44 58 E 07'39 50"
<br /> `-•- S89'34'S3"� 46 05' -! �h� o Io 30 �� ,, ' 7 "� �W ALONG ALL STREETS AS SHOWN ON THIS MAP. C14 1025.00' 121.38' 60.76 121.31 S86.11 20 E 06'47'06"
<br /> Mro "OLD SPANISH DRIVEN t Mr1 171 178 I ��• ���, 10 P.U. - 3s kN " "
<br /> A ,� I o sR•, sem,._____ _ N31,, • " C16 1025.00 43.92 21.96 43.92 S88'21 14 E 02'2718
<br /> ° _ _ r� h _ 1+p p 2. SET A 5 6 WITNESS CORNER, ON LOT LINE PROJECTION , „
<br /> y-- " o S� . I s 57.00 �. \rte " " C16 1025.00 77.46 38.75 77.45 S84-57'41"E 04'19 48
<br /> �-1n 563.06 " in S89 34 53 E -•--' 0��p) S89'3453"E I `��. , ►7 , FOR LOT CORNERS FACING A ROADWAY. (CHISELED + "
<br /> cr S89'34 53 E N ,�� �Oi �, 9 F(A, , 0N89 34 53'1No o vi W IN CONCRETE SIDEWALK.) C17 90.00 16.32 8.18 16.30 SO4'46 33 E 10'2320
<br /> 421.89 C23S79.1 j, G G r J. 9,Z6, 100.00 I+ ) BARD �' `'3 C18 60.00 116.01 86.94 98.76 N45'25 07 E 110'46 40
<br /> 38._91_ / 33"E + Q' o I o M2 �-+.-N89'34'53`lf 166.00' "� „� J. EACH LOT SHALL BE DESIGNED GRADED AND MAINTAINED TO PROVIDE C19 60.00' 31.33' 16.03 30.98' N04'59 20 E 29'55 06"
<br /> 7` 41,82' 1 � �0 0 0 � o , "
<br /> C25 C2- co 179 I 30 .� C20 60.00 37.13 19.18 36.54 N37'40 28 E 35'2710
<br /> 1 C24 _ I o 110;00 56.00 Ml 189 34 53"W PROPER DRAINAGE WITHOUT PONDING, CAUSING SOIL EROSION OR
<br /> (R8)- � C22 \ 170 "� o 0 6 00' DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO DRAIN FROM C21 60.00' 38.63' 20.01' 37.97' N73'50'40"E 36'53'15"
<br /> �w `--(R7) `f'v� S89'34'53"E I �,DRI 53 M (M)(E) REAR TO FRONT UNLESS OTHERWISE SHOWN. C22 60.00' 8.92' 4.47 8.91 S83'27 08 E 08'31 09"
<br /> 0 0 ^ , �, , N 9'34 5 "4V G23 90. 0' 1
<br /> 166 ,� $ 167 6 168 0 ter, 100.00 1 �(� '01 57.00 0 6.32 8.18 16.30 S84'2313 E 10'23 20
<br /> I_ , 5 'y,-------
<br /> o o rn N o 169 ash o I o � �h�' �h� 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP 7M2-97. C24 90.00 4.19' 2.09 4.19 S80'31 32 E 02'39 59"
<br /> 180 o ,5 'h f0' P.U.E. 36' 36' C25 90.00 12.13 6.08' 12.12 S85'4312 E 07'43 21
<br /> 1 d 30 0( j ( 5. DIRECT PEDESTRIAN AND VEHICULAR 7RAFFIC FOR C26 90.00 13.44' 6.73' 13.42' N85-18'1 8"W- 08'33'11"
<br /> S89'34'53"E l0 I :w+ ^j 4 215 0 1� LOTS 117 THROUGH 122 AND LOTS 211 THROUGH 215 C27 70.00' 133.42' 98.51 114.12' S44'22 03 W 109'12'29
<br /> 51.00' 54.13' 107.06' 44.90' a�" 100.00' o"� MI o • v TO AND FROM FRESNO AVENUE IS PROHIBITED, AND C28 70.00' 25.80' 13.05 25.65 S88-24'47"W- 21'07'01"
<br /> aw ,r�Q' N89'34 53"1N SHOWN THUSLY. /���������������������� C29 70.00 38.10
<br /> 0 19.54 37.64 S62'15 37 W 31'11 20
<br /> \ 50.00 50.00 50.00 55.00 52.09 / o 0 1- ^ :v co "�I 100.00 G C30 70.00' 39.90' 20.51 39.36 530'2010 W 32'39 33
<br /> S89'34'53"E 663.09' -+� o N 181 I q h N o °j "�' o W
<br /> ,n 0 I o N co ''o o �o (� 6. SEE SHEET 2 FOR ADD177ONAL NOTES, C31 70.00' 29.62' 15.03' 29.40' SOl'53'06 W 24'14'35"
<br /> " I h o .N 214 L�..
<br /> c� Z S89'34 53 E I o ^ 30 M '� h o' C32 90.00 16.74 8.39 16.71 SO4 54 32 E 10-3918
<br /> 1 `� v h o0 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN C53 90.00' 9.82 4.92 9.82 N85.23 25 E 06'1513"
<br /> 188 0 0 187 h o 186 h o 185 0 184 h o 1830 100.00 I, o ww , N , A WI7NESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> N $ No $ N oo N o0 0 I o� o N89'34 53"W ) N ( C54 90.00 5.33 2.66 5.33 S89'4714 E 03'23 28
<br /> b b 0 ^ 182 ,o ' I , 95.73 ,�,� CENTERLINE GRID COORDINA TES:
<br /> voi voi `� `� 30' N C
<br /> 10' P.U.E. i� o� N �� z ° i .� M1 N=2,162,021.243 M7 N=2 162327.862 TRACT NO. 2555
<br /> t ----- ----,-- --- -------- ---;-- --------J�ti� ,p1 ^I� 21✓ N w� E=6,327,435.074 , ,
<br /> N 0[ E=6,326,810.288
<br /> 50.00 50.00 50.00 55.00 52.09 77.00 •�y „,IN `4 �� N Q SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 71710 GURNEY FALLS DRIVE 589'34'53"E ✓, ��`� v I S84'10'11"E "�. p W M2 N=2,162,022.456 M 10 N=2,162,061.428
<br /> • `� } >` r\ o � 47 E=6,327,269.094 E=6,326,451.349
<br /> S89 34 53 E 818.11 N --�o/ o > 92.37 fi• <, � c
<br /> M12 418.01'M13 �` to 400.10' f 3 R I D c"RE l"m ma 0*' W` R T T R A I L %E";
<br /> ;� � .- U15 V�� �, �� �*� I � � � M3 N=2,162,283.055 M11 N=2 162 057.314
<br /> -AN S89'34'53"E 243.64' N C26 S81 01'42"E G21 i �L ^ Q E=6,327,270.998 E=6,327 014.359
<br /> -- Ammum Mk so 5
<br /> - - -- _ _--- _ -- _ - 50.00 5527' 9 212 a, '�
<br /> ---- --- --- _ �- _30.52' G2 N "� M4 N=2,.162,283.684 M12 N=2,161,811.451 UNI
<br /> - ---- 11.43' C28J ai N oqi E=6,327,184.912
<br /> Q CL
<br /> w 5 'h 10 P.U.E. ! 8�� E=6,326,449.471
<br /> .w 25' ;w �w .w `24 75• i �R1 :� w w Q
<br /> ^ , ^ . ^ , _ ->- -� ov, R M5 N=2162293.590 M13 N=2161808.397 BEING A SUBDIVISION OF A PORTION OF LOT 20, A PORTION OF LOT 21, A
<br /> h �o 1 �,; 40 `oo 00 00 000 ^oma (R17)- srSs �R,4 ^ W r� ,
<br /> ao 203 � 208 209 ,-�� E=6327051.626 E=6326867.446 PORTION OF LOT 24 AND A PORTION OF LOT 25 OF THE MOSS GARDEN TRACT
<br /> \N �, o N o N o "� irk ,� �. F` civ ,
<br /> �' '�o► 0 205 0 206 �' 0 207�' a N o 210 „ N 2 dol :`� AS SHOWN ON THE OFFICIAL MAP THEREOF FILED FOR RECORD IN VOLUME 3
<br /> Lw �o o^1 �- F- •- oo rn c,` o WQ o Ms N=2,rs2,298.s32 1414 N=2,161,683408 OF MAPS AND PLATS, PAGE 13, SAN JOAQUIN COUNTY RECORDS, AND LYING IN
<br /> o oc z E=6,327,016.123 E=6,326,866.533 SECTIONS 16 AND 21, T. 1 N., R. 6 E, M. D. B. & M.,
<br /> ym-21'
<br /> M15 N=2,161,805.474CITY OF STOCKTON,
<br /> 025' .00' 50.00' 50.0 ' 50.00' 55.00' 74.05' 120.84' -
<br /> 1 , E-6,327,267.509
<br /> M14 �-.- , 36 36
<br /> 505.10(M)(A) � REFERENCES: SAN JOAQUIN COUNTY, CALIFORNIA
<br /> S89'34'53"E 530.10(M)(A) 978,14 SEPTEMBER, 1999
<br /> BASIS OF BEARINGS �(M)(A) (A) RECORD PER. BRIDGEPORT TRAILS, UNIT NO. 2, 31-M&P-93
<br /> FD 2-1/2" DIAMETER (B) RECORD PER. 33-RS-195
<br /> BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE BRASS DISCI (D) RECORD PER. 33-RS-20 M. C. R. '� �R'N
<br /> CALIFORNIA COORDINATE SYSTEM-83, ZONE 3, (1991.35). A LINE BETWEEN CITY STAMPED L.S.5340 (E) RECORD PER: BRIDGEPORT ]RAILS, UNIT NO. 4, 34-M&P-30
<br /> SCAB, ' 60' OF STOCKTON MONUMENTS NO. 5S-23 AND NO. 5S-24 BEARS CITY OF STOCKTON (F) RECORD PER: 29-RS-177
<br /> N 0025107" E AS CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL MONUMENT 5S-24 IN (G) RECORD PER: RIVER ESTATES UNIT NO. 1, 30-M&P-96 322 SUN WEST PLACE MANTECA, CALIFORNIA
<br /> D MONUMENT SURVEY, PHASES XII AND Xlll, FILED FOR RECORD IN BOOK 33 MONUMENT WELL PER (A)(D)(E) (H) RECORD PER: LN. 93094344
<br /> OF SURVEYS, AT PAGE 20, SAN JOAQUIN COUNTY RECORDS ALL NORTH=2,160,887.342 (I) RECORD PER. 32-RS-25
<br /> DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED EAST=6,327,426.789 ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> J.\1999\99060\FM\FM-3.OWC 66 BY 0.99993403 TO OBTAIN GRID DISTANCES.
<br /> J. AND BOOK OR VOLUME PRECEDES PAGE. SHEET 3 OF 4 SHEETS
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