S89'35 DOE p� Q8p43.43' -+�, LEGEND:
<br /> 0 50.3"W C 50-�W.C. 50.3';.C.O 50,pQ' O 5500',W O 74.59' O 40.00'
<br /> 3'W.C. 3'W.C 3 C. 3 W.C 1 --'- FOUND MONUMENT AS NOTED
<br /> 3 r
<br /> A +� � �" r� „� � L4 FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br /> 4o
<br /> SET 314' x 30' REBAR TAGGED L.5 7079 L 0 T AREA TABLE L INE TA BL E
<br /> 110 111' 112 113 114-- 115 V 116 A
<br /> ",, gLINE DIRECTION DISTANCE LOT SO. F
<br /> - LOT S0. FT. T.
<br /> SET 3/4 x30" REBAR TAGGED L.S. 7079 /N MONUMENT WELL 32 5000 59 5000 L6 N37'05 39 W 32.52
<br /> 10' P.U.E. �i __(' ro INDICATES WITNESS CORNER; SET J14' x 24" REBAR TAGGED 33 5000 77 5000 L17 N43'18'49"E 29.29
<br /> _ 5 6 3 W.C. L.S 7079 ON LOT LINE, AT OFFSET DISTANCE NOTED 34 5536 78 5000 L18 S32'49 23 E 34.76
<br /> 50.00 - 50.00' 50.00' 50.00' -3�721� O { ) �\ 35 5665 79 5000 L19 N49'0216 E 25.31
<br /> 589'35'11 E " 495.60' I hO(RJ�3 R6l SET 3/4" x ?4' REBAR TAGGED L.S. 7079 AT ALL 36 5000 80 5000 L30 N77'40 27 E 37.11
<br /> " N89 3511 W 686.43 �, REAR LOT CORNERS, UNLESS OTHERWISE NOTED
<br /> _ i __ +_.` 37 5000 81 6221 L31 S40'35 41 E 30.48
<br /> M3 _ TRUCKEE LANE __ _ - _ o M4 (M) MEASURED DISTANCE, ALL DISTANCES ARE MEASURED 38 5000 82 5977
<br /> UNLESS OTHERIOSE NOTED 39 5000 83 5000
<br /> "----`- S89'35'1 1`E 588.4 �•-�--�`1j 48 5000 84 5000 RA
<br /> _ _ _ __ 32' (R7) DIAL BEARING DA TA
<br /> _50.00_ _ 50.00' 50.00 50.00 50.00 44.01 �� P.U.E. PUBLIC UTILITY EASEMENT 49 5000 85 5000 NO. BEARING
<br /> - � 10' P.U- ---- - - - - - - -- -�� l 50 5000 111 5005 1 1
<br /> }„ O 30 1 S J.C.R. SAN JOAOUIN COUNTY RECORDS R6 N2 'i 56 E
<br /> k+ e 1 51 5000 112 5005
<br /> $ * $ $ �' g g ;' 4i I M. & P. MAPS AND PLATS 52 5000 113 5005 R7 76*48'05 E
<br /> `� 56 ''� 55 % $ I. ►� 53 5539 114 5005 R8 N76'48 03 W
<br /> 60 " $ 59 " $ 58 " g 57 N $ N $ " g 54 � I P.M. PARCEL MAP R9 N83'25 24 W
<br /> I g i� 54 6171 115 5495
<br /> r� o; C14R10 N89'35 O6 W
<br /> 2Z 2 2 I^ ',W R.S RECORD OF SURVEY 55 5000 116 6838
<br /> 56 5000 A 4319 R11 N89'35 06 W
<br /> N89 35'11"E 631.44' � �•�, � � �
<br /> S,$ Q R13 N81'3214 W
<br /> 06W
<br /> Z�E
<br /> 0.R. OFFICIAL RECORD 57 5000 B 7253 R12 N89'35
<br /> 50•'0'0' 50.04' 50.00' 5(1.00' 50.00 4, u2 58 R14 N75'06 27 W
<br /> 50.00' 50.00' 50.00' 50.00' 50.00' 58.00' I. N 2 ^ Q SEE CURVE TABLE FOR DATA 5000 R15 S71'53 47 E
<br /> �N g t M! CENTERLINE COORDINATE REFERENCE NUMBER, S££ TABLE R16 S80'04 04 E
<br /> cl: l R17 S85'09 58 E
<br /> 4 7 $ ¢ �► $ 4 .� $ .h °� a I ! 32' {R) RADIAL BEARING
<br /> ~ r •� 50 •� 8 51 ,r „ 8 rjo
<br /> R18) o R18 S89'35 05 E
<br /> $" g $" $ $ 8 g 1", g 52 $ 53 II30 1M5 1 L1 SEE LINE TABLE FAR DATA R19 510-36'5-2'E
<br /> cn cn cn c� c� y � !
<br /> 10' P.U.E. J (C) CAL CULA TED FROM RECORD INFORMATION
<br /> _ ,
<br /> ' 0(R17)
<br /> IP IRON PIPE
<br /> - 5D.00' S0 DO50.40` 36.66' �1
<br /> S6935'1 I E 31660' 4 J0 �• 33 IN. INSTRUMENT NUMBER
<br /> ----�" KYBURZ N8935-11`w COURT 422.56' CURVE DA TA
<br /> o-J17 ----- '""`- o M6 SFN SEARCHED, FOUND NOTHING CURVE RADIUS LENGTH TANGENT CHORD CH. BEARING DELTA
<br /> 58935'1 J"E 298.66' .� `N (R16) 31 r�. .' RESTRICTED ACCESS 1 62.00 111.18' 77.59 96.87 N50-57'18"W- 102-44'31*'
<br /> _50_00_ _ 50.00 50.04 50.00 48.66 O 29 2 62.00' 74.90 42.78 70.43 S34-11'33"E 69-13'02"
<br /> __ _ _ __ \ � 32 i * DENOTES AFFORDABLE HOUSING LOT 3 62.00 36.28 18.67 35.76 S85'33 48 E 33-31'29'
<br /> 4 93.00 20.68 10.38 20.64 N84'02 38 E 12'44 22
<br /> 10 P.U.E. �\ R15 "' NOTES'
<br /> I'" }" I'" •W ( ) �' 5 93.00 17.90 8.98 17.87 S84-53'59'W- 11'01 41
<br /> 8 a
<br /> g ~ g ~ g $ -'' �I 28 /N 1. A l0' PUBLIC UTILITY F11S£M£NT HAS BEEN DEDICATED 6 93.00 2.78, 1.39 2.78 578'31 48 W 01'42'41
<br /> 35 W I J 0 3p• I 20 530.00 74.44 37.28 74.38 SO4'26 20 W 08'02`52
<br /> 40 $ 39 $ 38 $ 37 h 8 36 h F8 �, p• ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> M8 / 21 500.00 159.45 80.41 158.78 S09'33 03 W 18'16 18
<br /> Z 2 2 2 c h°' • f 2. SET A 516" WITNESS CORNER, ON LOT LINE PROJECTION 22 500.00 126.34 63.51 126.00 S07-39'113 W 14'28 39
<br /> �-+- N8935'1I"w 567.84' I ham' / cv ,4+ FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" 23 500.00 33.11 16.56 33.10 N16'47 22 E 03-47'39"
<br /> / ^� J "' IN CONCRETE' SIDEWALK.) 24 470.00 149.87 75.58' 149.25 N09'33'03 E 18"16 18
<br /> 50.00' 50.00' 50.00' 50.00' 44.32' ,� �? I Q' !� 25 470.00 50.54 25.30 50.52 NO3'29'45"E 06'09 42
<br /> 50.00' 50.00' 50.00' 50.00' 79.85' a �� J EACH LOT SHALL BE D£SICNED, GRADED, AND MAINTAINED TO PROVIDE 26 470.00 54.32 27.19 54.29 N09'5317 E 06-37'21
<br /> I Q` hi PROPER DRAINAGE WITHOUT PONDING, CAUSING SOIL EROSION OR 27 470.00 45.01 22.52 45.00 N15-56'347- 05'29 15
<br /> .� p A r3 W I. .� '� � ' I�B DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO DRAIN FROM 28 470.00 4.78 2.39 4.78 N18'23'42"E 00'34 59
<br /> 76 -277 g 78. °r $ 79 Cr, -280 8 � 81 ;� Q�� I REAR TO FRONT UNLESS OTHERWISE SHOWN. 29 530.00 169.01 85.23 168.30 N09'33 04"E 18'16 t 7"
<br /> `► `� v .t I h '� a I 30 470.00 36.24 18.13 36.24 NO2-37'29T--04-25'06"
<br /> P4g $ g $ . - o I c� _ 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM2-97. 31 500.00 159.45'- 80.41 158.77 N09'33 04 E 18-16'17"
<br /> c" I S6935.1 J E L 32 500.00 76.40 38.27 76.32 N14'18 34 E 08'4516
<br /> 10' _ 30' M9 67.35 5 DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC FOR LOTS 93 33 500.00 83.05 41.62 82.95 N05'10 25 E 09'31 41
<br /> P.U.E. hi ' THROUGH 103 TO AND FROM FRESNO AVENUE IS PROHIBITED, AND
<br /> SHOWN THUSL Y. rrirrrrrrrrrrrrrrrrrrrr
<br /> 50.00' - -50.00' 50.00' - 50.00' 33.36' �°� o Jo W�
<br /> --► S89'35 11 E 0 ti,
<br /> 518.36 ✓N 23 34 0 6. LOT 'A` AND LOT "B" ARE RESERVED FOR DEVELOPMENT AS
<br /> C14 S89 35'11'f T0l YABE 604.33' LANE �' -.-..,� ^ FUTURE I
<br /> - o M10 � 27 TU £ BOLDING SITE'S WHEN ADJACENT PROPERTY IS AOU/Rf0 TRA C T
<br /> h M1 R14 AND MERGED TO MEET MINIMUM CITY OF STOCKTON STANDARDS NO. 2554
<br /> N,�---- 589'35'11'£ 453.41' -»-�N ( ) 21 I N89'6.36' SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 7. SEE SHEET ? FOR AL)OlIONAL NOTES.
<br /> _50.0_4-_ _50.04'- _ 50_.0_0_ _4_5.1 J !a, (RB) I 88.36'
<br /> - BRIDGEPORT TRA IL
<br /> 10' P. �� R132 26 33 CENTERLINE GRID COORDINATES:
<br /> �Ij
<br /> °% cps � �+ ,�� � i ml N-2.162,021.243 M7 N-2,162,049.041
<br /> 86 g 85 84 g 83 :� 8 82 i 24 I N89'35'1I'W E=6,327,435.074 £=6,327,859.281
<br /> N $ $ j 20 (R9) I 97.30' M2 N=2,162.020.023 M8 N=2 161 7 UNIT N . 4
<br /> Z g 2 I 32 "' £=6,327,602.059 = 9 2039
<br /> a I 2s o " £ s;328;2sz924 BEING A SUBDIVISION OF A PORTION OF LOT 28 AND A PORTION OF LOT 29
<br /> s - Jo' P.U.E. h FD 3/4 IP TAGGED M3 N=2,162,300.873 M9 N=2,161,828.247 OF THE MOSS GARDEN TRACT AS SHOWN ON THE OFFICIAL MAP
<br /> 50.00 50.00 50.00 59.69 I 30.00' 30.DO I_ 100.01' �r'"�L.S 4876 PER E) £=6,327,604.11 J
<br /> S89'35'11'� 849.47' (RJZ) _ (Rll)M11 ' 1 _ ( E=6,328,214.290 THEREOF FILED FOR RECORD IN VOLUME 3 OF MAPS AND PLATS, PAGE 13,
<br /> SAN JOAQUIN COUNTY RECORDS, AND LYING IN SECTIONS 15 & 22,
<br /> (RIO) M4 N=?,162,295.917 M 10 N=2,161,796.556 T. i N., R. 6 E., M. D. B. & M.,
<br /> TA 1/2" IP FD 3/4" IP E=6,328,290.479 E=6,328,204.728
<br /> TAGGED RCE 27318 TAGGED L.S. 4876 PER (E)
<br /> PER (B) M5 N=2,162,128.600 M l l N-2.161,671.682 CITY OF STOCKTON,
<br /> E=6,328,289.266 E=6,328,187947 SAN JOAQUIN COUNTY. CALIFORNIA
<br /> BASIS OF BEARINGS JUNE, 1998
<br /> Mfi N=2,162,045.990 M12 N=2,161.840.920
<br /> BEARINGSy DISTANCES, AND COORDINATES ARE BASED ON THE E=6,328,281.786 E=6,327,600.458
<br /> CALIFORNIA COORDINATE SYSTEM-83, ZONE Al. A UNE BETZhE£N CITY M. C. R. ENGINEERING
<br /> OF STOCKTON MONUMENTS N0. 5S-23 AND NO 5S-24 BEARS REFERENCES:
<br /> N 007507 E AS CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL ..-.-.......__
<br /> MONUMENT SURVEY, PHASES X!I AND XIII, FILED FOR RECORD IN BOOK 33 (A) RECORD PER. BRIDGEPORT TRAILS, UNIT NO. 2. M. & P. 31 - 93 322 SUN WEST PLACE,
<br /> OF SURVEM AT PAGE 2Q R.S.AN JOAOUIN COUNTY RECORDS ALL (B) RECORD PER. R. 33-195 MANTECA. CALIFORNIA
<br /> DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED (D) RECORD PER. R.S. 33 - 20
<br /> BY 0.99993403 TD OBTAIN GRID DISTANCES (E) RECORD PER' BRIDGEPORT TRAILS, UNIT NO. J. M. & P. 33 - 96
<br /> SCALE: 1 r 60 (F) RECORD PER. R.S. 29 - 177
<br /> ALL REFERENCES ARE TO SAN JOAOUIN COUNTY RECORDS
<br /> J.\98049\FM-4 AND BOOK OR VOLUME PRECEDES PACE. SHEET 4 OF 4 SHEETS
<br /> �3mq
<br /> asow 0 Cow.
<br />
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