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r--FD 2-112' DIAMETER ) 0
<br /> BRASS DISC
<br /> STAMPED L.S.5340 NORTH=2,163,164.620 LEGEND:
<br /> 5S-2i
<br /> MONUMENT 5S-?3 IN
<br /> CITY of STEAsr=s.3?�443.43s LOT AREA TABLE LINE TABLE
<br /> ?0' -t--- FOUND MONUMENT AS NOTED
<br /> MONUMENT WELL PER (A),(D) LOT S0. FT. LOT SO. FT. LINE DIRECTION DISTANCE
<br /> -Q-- FOUND MONUMENT IN MONUMENT WELL AS NOTED 40 5000 86 5000
<br /> L3 S44'34 53 E 28.28
<br /> S89'35'00 E 84,743' SET 314' x 30" REBAR TAGGED L.S. 7079 41 4973 87 5000 L4 N00'25 07 E 60.00
<br /> �'' 42 5607 88 5000 L5 N45'25 07"E 28.28'
<br /> 1 68'04 3'W.C. 9777' 3'yy,C �•��, 50.02,' 50.00� 50.00�C 5p,pp O 50.0p,' 0 - --{o}•-- SET 3f4" x 30" REBAR TAGGED L.S. 7079 /N MONUMENT i4fL 43 8383 89 5000
<br /> i 3 W.C. 3 W.C. 3 3' 3°W.C. 3 W.C. L L7 N80'01 26 E 44.54
<br /> 44 6555 90 5000 L8 N80'01 26 E 11,83
<br /> `�'$• $ '� '�" �" 1{+ INDICATES WITNESS CORNER; SET 3f4" x 24" REBAR TAGGED 45 7818 91 5000 L9 N80'01 26 E 32.71
<br /> 3'W.C, �- L10 589' 1' 11 E
<br /> ;i h ., o h - L.S 7079 ON LOT LINE AT OFFSET DISTANCE NOTED 46 5152 92 5535 8.30
<br /> p N� 104 105 106 - 107Z+4 ' .+ '
<br /> 103 r'- 8 $ $ $ 1088 $ 109 $ 10"� g SET 314" x 24" REBAR TAGGED L. 7079 AT ALL 47 5000 93 10092 Ll l S44'35 02 E 32.53
<br /> 60 5000 94 7390 L12 N10'48 30 E 44.54
<br /> 3W.C. -•� �'' 2 2 �, 2 a � REAR LOT CORNERS, UNLESS OTHERWISE NOTED 61 5000 95 5018 L13 N00'25 08 E 6.01
<br /> Ste, 10 P.U.E. Z _ 10' P,U.E. (M) MEASURED DISTANCE, ALL DISTANCES ARE MEASURED 62 5000 96 5296 L14 N10'4$ 30 E 44.01
<br /> ���!• _ L26 ' L - - -- - - - -- --- - - - - _; _ _ _ __ __ UNLESS OTHERWISE NOTED 63 5000 97 5931 L15 S4$'34 20 E t
<br /> 30.5
<br /> I ^ � �p6 Fri 10 � 4 _ 50.02 50.00 50.00' 50.00 50.00 64 5000 98 5929 L16 N49-24'3 E 30.45
<br /> �-�J o o �'�' J O O S89'35'11 E 49560' ,��: P.U.E. PUBLIC UTILITY EASEMENT 65 6478 99 5300
<br /> 00 10 M3 - i N89:35'11'W _ 686.43' -+---� SJC.R. SAN JOAQUIN COUNTY RECORDS 66 5000 100 5300 L21 N10'00 46 W 44,49
<br /> W a 11 h TRUCKEE ° M4 67 5000 101 5120 L22 N10'oo 46 W 39.37
<br /> M , �.-+- fig. • LANE `� M. & P. MAPS AND PLATS 68 5000 102 6287
<br /> L23 N10'00 46 WP9.
<br /> Q w N p 35 11 588.43 -+----. "� 69 5000 103 10104 L24 S79'12 22 E
<br /> 589'34 53'E' _„O �y 44.42 50.00 50.00 50.00- 50.00 _ 50 00 P.M. PARCEL MAP
<br /> �' -- - - - 70 5000 104 6689 L25 579'12'22"E
<br /> 3 W.C 97.88 1 71 5535 105 5627 L26 S79`12 22 E
<br /> $ 1 4 25' �'�10' P.U.E. �r0' P•U E. R 5 RECORD OF SURVEY 72 5000 106
<br /> 101 w w 5008 L27 589'35 1 t E`� �" � W 73 5000 107 5006O.R. OFFICIAL RECORD L28 N00`25 08 E
<br /> INt 12 i 65 $ 64 $ 63 '�� $ 62 g 61 S 60 59 74 5000 108 5006 L29 N10'48 30 E 0.53
<br /> $ 589'34 53'E O $� N g h $ $
<br /> ;� �, $ h $ ry $ Q SEE CURVE TABLE FOR DATA 75 5000 109 5005
<br /> 8 c. 106.00 , 25' a $ ? 76 5000 110 5005 RADIAL BEARING DA TA
<br /> c g M1 CENTERLINE COORDINATE- REFERENCE NUMBER, SEE TABLE
<br /> ,,--+- N89;35'11'W 631.44' (R) RADIAL BEARING N0. BEARING
<br /> 1 i 00 o /' 67.43' 50.00' 50.00' 50.00' 50.00' 50.00'
<br /> R1 S07'52 Ot E
<br /> oma', 589'34 53 E � *+ 000 3 100.00' 96.00'
<br /> Li SEE LINE TABLE FOR DATA R2 N39'46 19 E
<br /> ._ i h 77.15' 50.29'
<br /> W.C. 106 00 .3 $i 66 R3 S38'56 40 E
<br /> 0
<br /> a i$ ^ ``' � $ ,"'� (C) CALCULATED FROM RECORD INFORMATION
<br /> $ , d R4 S13'48 01 E
<br /> 99 S89.35*11 E ys . 45 4 fi °' 0 g IP IRON PIPE R 5 N85-39'32"w
<br /> 2 S89 J4 53 E $ �i o i j 100.00' s.�p? "' h 'Q 4 7 h $ 48 1.N. INSTRUMENT NUMBER CURVE DATA
<br /> W.C. 106.00 2 S� a 67 $ ''�, 9k 38 $
<br /> 39vi 36 cn SFN SEARCHED, FOUND NOTHING CURVE RADIUS LENGTH TANGENT CHORD CH. BEARING DELTA
<br /> v 7 60.00 10.87 5.45 10.86 S84'23 47 E 10'22 49
<br /> 10' P.U.E. , I i S89'35'71'£ N 10' P.U.E.-�„� (Rl) R2 35 ?9 94' �� RESTRICTED ACCESS 8 60.00 116.04 86.99 98.78 S45'23 25 W 11 '4
<br /> 0 8 24
<br /> ��p 25 (00.00' 44 ( )34 1 ¢p �� D£N07ES AFFORDABLE HOUSING LOT 9 60.00 40.84 21.25 40.05 S81-17 43 W 38'59 50
<br /> S8934 53 �<� $� 68 $ 40 37 KYBURZ N 689'35 11 E 10 6 0.00 38.14'____ 19.74 37.50 543'3512 W 36'25 12
<br /> 3 a f �, 63:0? BARD `� h 6�yV (R) O M7 od------ _._ 42�- N89:35'11"W�-�--- o M6 12 6 0.00 1 .9
<br /> 11 60.00 37.06 19.14 36.47 S07'40 55 W 35-23'2,3p
<br /> t "� ► s89,3s,11'� ,80'50'2 , COURT N S8 '35'11 E h NOTES: 0 2' 5.48 10.91 SO4'47 49 E 10-25'53"
<br /> _ S89 34 53 E 167 DO ^�� 7' 13 60.00 10.88 5.46 10.87 N05'36 49 E 10'23 23
<br /> _ _ 86.8 44 --►- 98.66
<br /> °M1 56.00' 0 111.00'. ° M2 100 00' ^. O =�� 14 66 00 116.02 86.95 98.77 544'35 02 E 110'47 04
<br /> o DRIVE -O 1. A 10' PUBLIC urIL17Y EASEMENT HAS BEEN DEDICATED 15 60.00 6.77 3.39 6.77 S07'34 29 W 06'28 02
<br /> � $i o $ ALONG ALL STREETS AS SHOWN ON THIS MAP
<br /> 589'3453"E �. of 69 �, 2 42 43 10' P.U.E. 17 60.00 38.14 20.31 38.48 S14'2135 E 37'2405
<br /> 62,98 O �� .3 ',�� �� $ ;, '4•J `�`1 -- }" }" 2. SET A 5'6" WITNESS CORNER, ON L 0 T UNE PROJECTION 1954 37.50 S51'16 13 E 362512
<br /> S89'35'11 E .�, n _�, g FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+` 18 60.00 31,94' 16.36 31.56 S84'43 41 E 30'29 45
<br /> �10' P.U.E. \1_ �25' 10000' o ,�`�� 1� 4L .nhi 4 1 v 40 $ 39 IN CONCRETE SIDEWALK.) 19 60.00 10.88 5.46' 10.87 N85'13 08 E 1p'23 23
<br /> 0 7 $ u� $i �0 �� ,' o g $ 34 50.00 34.34 17.88 33.68 N69'54 26-w 39'21 30
<br /> Q j © 9 io ^ h 1 g 11 70 $ �"� '� �' 2 3, EACH LOT SHALL BE DESIGNED, GRADED, AND MAINTAINED TO PR 35 50.00 20.96 10,64
<br /> OVID£ 20.81 S7T34 30-E 24'01'21
<br /> S89'34 53 E �� O1 `� PROPER DRAINAGE WITHOUT PONDING, CAUSING SOIL EROSION OR 36 50.00 13.38 6.73 13.34 S5753 45 E 15'20 09
<br /> N89'35 11'1Y 58784' DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO DRAIN FROM 37 47.00' 212.22 57.30 72 8_ S00 4
<br /> i
<br /> O ^ / 39.15' 94.42' '� '2 49 W 258'42 59
<br /> W 3W.C. 106.00' Ih p 100'00' 59.95' 50.00' REAR TO FRONT UNLESS OTHERWISE SHOWN. 38 47.00 39.08 20.75 37.96 N74'02 51 W 47-38'2
<br /> g
<br /> 114 h i 57.99' 50.00' 50.00 50.00 50.0,0' 50.00 39 47.00 38.94 20.67 37.84 S58-23'45"W-
<br /> ��,, 47'28 28
<br /> �-• von m i ?25• i 71 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM?-97. 40 47.00 35.94 18.90 35.07 S12'44 58 W 43'49 05
<br /> 41 47.00 35.94 18.90 35.07 S31'04 07 E 43'49 06
<br /> o s89:34'S3E 13 gi g 72 g 73 74 - 75 0* - 76 7� 5 DIRECT PEDESTRIAN AND VEHICULAR rRAFF/C FOR LOTS 93 42 47.00 41,69 22.33 40,34 S78'23 20 E 5 `4
<br /> 3 W.C. 104.92 / a ., .r r,
<br /> $ $ $ IHROUGN 103 TO AND FROM FRESNO AVENUE /S PROHIBITED, AND 43 47.00 20.63 10.48 20.46 N 737 40 E 25'08 39
<br /> a g �� ,N I ; o 8 Fes,, g g g N $ N sHONfv THUSLY 1,��,,,,f,,,,l,,,,,,,,,
<br /> a g 44 50.00 34.35 17.88 33.68 N70-44'05'E____ 39'21'29w-
<br /> 9 z 6. SEE SHEET Z FOR ADDITIONAL NOTES
<br /> 25 0 � J � z
<br /> S89'34'5 3"
<br /> (6-15 \` 10' RUE
<br /> O ' ER5 35.00 50.00' 50.00' 50.0(7'- 50.00' _
<br /> 0
<br /> c')
<br /> 3w.c. 9s 14 < ) so-oo' TRACT 1VQ. 2554
<br /> "" 94 16 "" _ 689:35'11•£ TOIYABE 68935 "� 518.36 -� CENTERLINE GRID COORDINATES: SUBDIVISIONS OF SAN JOAQUIN
<br /> 604.33' LANE �+ M1 N=?.162,021.243N=2,162,049.041 COUNTY
<br /> 14 M12 ��+ y� -- - - -_-- - + �'��o M 10 £=6,327,435,074 M7
<br /> 10' P.U.F., ,/ 19 h E=6,327,859.261
<br /> BRIDGEPORT17 t-7 S89'35'11 E 453.41 -�� M2 N=?,162,020.023M8 N=2,161,972.039
<br /> \ 9 �,7 _ 50.!?0 _ _50:00 50.00 O o TRAILS
<br /> ---- -- 5-- 50, -. E=6,327602.059
<br /> 18 � - ----- _ _� �� E=6,328,262.924 �
<br /> ^�, M~, ` }u �., 10' P.U.E. a pc M3 N=2,162,300.873 M9 N=2,161,828.247
<br /> 93 'Iv o, - o, - off, - " �" q�e E=6,327,604.111 E=6,328,214.290 UNIT
<br /> NO 4
<br /> i 89 $ 8$ $ 87 $ 8fi $ 85 ' ^ BEING A SUBDIVISION OF A PORTION OF LOT 28 AND A PORTION OF LOT 29
<br /> N $ h g h g N N .r op M4 N=2,162,?95.917 M10 N=2,161,796.556
<br /> E=6,328,290479
<br /> z o _ E=6,328,204.728 OF THE MOSS GARDEN TRACT AS SHOWN ON THE OFFICIAL MAP
<br /> �� a 2 a Z M5 N-2, THEREOF FILED FOR RECORD IN VOLUME 3 OF MAPS AND PLATS, PAGE 13,- 162,12,8.600 Ml l N=2,161,671.682 SAN JOAQUIN COUNTY RECORDS, AND LYING IN SECTIONS 15 & 22,
<br /> 101.10' 77,37' 51.30' 50.00' 50.00' 1 50.00' t 50.00' 1 50.00' 1
<br /> £56,328,289266 E=6,328,187.947 T. 1 N.
<br /> R. 6 E., M. D. B. do M.
<br /> Sg9 35'11"E- Ms E-6,322,045,990 M12 N=2,161,500.920 CITY OF STOCKTON.
<br /> fU f/2" IP 849.47' ••�►-•-�-'' E=6,328,281,786
<br /> TAGGED RCE 27318 E=6,327,600.458 SAN JOAQUIN COUNTY, CALIFORNIA
<br /> PER (B) BASIS OF BEARINGS
<br /> r FD 2-112' DIAMETER REFERENCES: JUNE, 1998
<br /> BRASS DISC N BEAR/NGS 0/STANCES AND COORDINATES ARE BASED ON THE (A) RECORD PER* BRIDGEPORT TRNLS, UNIT N0. 2, Al. � P. 31 - g3
<br /> S5340 CALIFORNIA COORDINATE SYSTEM-0,83, ZONE Ill. A LINE BETWEEN CITY
<br /> STAMPED L. (8) C0�0 PER. R.S. 33-195 M. C. R.CITY OF STOCKTON OF STOCKTOW MONUMENTS N0. 5S-23 AND N0. 5S-24 BEARS ( ) RECORD PER.• R.,� 33 - ?0 ENGINEERING
<br /> MONUMENT 5S-24 IN N 0025'07" E AS CALCULATED FROM CITY OF STOCK TON TRAVERSE CONTROL (E) . I
<br /> MONUMENT WELL PER (A),(D) MONUMENT SURVEY, PHASES Xll AND X111, FILED FOR RECORD IN BOOK 33 RECORD PER' BRIDGEPORT TRAILS, UNIT N0. 3, M. 6r P. 33 - 96
<br /> (F) RECORD PER: BRI
<br /> NORTH=2,160,887.342 SCALE. )" - 60' OF SURVEYS, AT PAGE 20, SAN JOAQUIN COUNTY RECORDS ALL 29 - 177 322 SUN WEST PLACE, MANTECA. CALIFORNIA
<br /> EAST-6,327,426.789 DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND MUST BE MUL71PUED ALL REFERENCES ARE TO SAN J0,40UIN COUNTY RECORDS
<br /> 101161,98 BY 0.99993403 TO OBTAIN GRID DISTANCES AND BOOK OR VOLUME PRECEDES PAGE.
<br /> N \J9J\AAA-MCR\98049\FM-j,0WC
<br /> SHEET 3 OF 4 SHEETS
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