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' TRACT , N2927
<br /> 00
<br /> BASIS OF BEARINGS.
<br /> NOTE.,
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CAU ORNIA
<br /> THE WEST LINE OF PARCEL 4 .8EARS S 0' 14' 30" W LOT C IS A PRIVATE ROAD COVERED ENTIRELY BY A � ^� ' ��� ESTA*rE$, UNIT 1AS PER THE RECORD OF SURVEY FILED FOR RECORD IN BOOK 20 PUBLIC UTILITY EASEMENT ANDSHALL BE MAINTAINED
<br /> OF SURVEYS, PAGE 124, SAN JOAQUIN COUNTY RECORDS. BY A MANDATORY HOMEOWNERS ASSOCIATION. LOT C
<br /> IS A 7.55-ACRE LOT. 13EING A PORMN OF
<br /> SECTION 3, T.3S., R.5E.,
<br /> MONUMEN TS SET: M.D.e. M.,
<br /> 3/4" X 30" IRON RODS WITH CAP STAMPED R.C.E.
<br /> scAtE: 1� 100' SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ;� 28,835 AND SHOWN THUS �C}---- , UNLESS OTHERWISE NOTED.
<br /> MONUMENTS SHOWN -4- . SHALL BE 3/4" X 30" IRON RODS WITH
<br /> CAP STAMPED R.C.E. 25,835 SET IN MONUMENT WELL DILLON MURPHY
<br /> CONSULTING CIVIL ENGINEERS
<br /> "0 35
<br /> ENGINEERING % PLANNING SURVEYING
<br /> 1, 40 1820 W. KETTLEMAN LANE, .SUITE E, LODI, CALftORNIA 95242 (209) 334-6613
<br /> . . SEE SHEET 4 10' P.S.D.E. rtt+ JANUARY. 2000
<br /> p �� 41 �g•19'54 � 'O N SHEET 5 OF SHEETS
<br /> s 1 1 _ .ao'- 1� LEGEND:
<br /> 41 46 '� 7g•19'Sa„E A2 N w. �.-0--' FOUND MONUMENT AS NOTED
<br /> 1''4 N �. o A' F0. PK NAIL & SHINER PER PM 9-31
<br /> M U 1'�, 2Q2,7g �� o, 36 I.P. IRON PIPE
<br /> aC rte- 0 ;7 N82.50'48"E % \ � � o d P.M. PARCEL MAP
<br /> RESTRICTED ACCESS �U I cs c�+ 1.03 ACRES c�,o � F0, FOUND
<br /> 48"E 201.49 o wIRON ROD
<br /> •� 1 238.68'
<br /> 042
<br /> OAA 1.09 ACRES 10' P.S.D.E. p, I.N. NESIRUMT NUMBER
<br /> o�
<br /> s +c*� S.J.CO. SAN JOAQUIN COUNTY
<br /> 10 PF .S.D.E I L 45 w o00 6.37.00E R.S. RECORD OF SURVEY
<br /> N89 45 30 W 10 P.U.E. W 1
<br /> _ .. ,. _ __ 1 43404 S.F. o. w '0 10 P.S.D.E.---''"II N� c1� 25
<br /> 286.76 N 48 A o " 2x2.5° ,�, 5t 3� M.&P. MAPS AND PLATS
<br /> O ci • ! 0 E ti3 REF REFERENCE
<br /> • � � � w 1.2 7 ACRES o w r' o N76.37 0 0�+
<br /> 22.0 WIDE ROAD a 0' o o p CENTERLINE MONUMENT
<br /> R/W DEDICATION TO $ 44231 S.F. ' rn 2x2.5 � , 38 opt CD .
<br /> CITY OF TRACY 10 P.S.D.E. ----- " as r3 43450 S.F. (R) RADIAL
<br /> w iv 4 E o �,, i-- (R1) R.S. 20-124
<br /> BY SEPARATE v� (It w 55 0 •
<br /> INSTRUMENT. 10' P,S,D.E w "' N7222 97' S• 5 W o`, o= 10' P.U.E. �� -0 , W (R2) R.S. 26-24
<br /> I.N. 00112581 IE N89 45 30 W r o a"�I1 N t c�'t3 43 v^ pp �..� p,GR�y (R3) R.S. 23-196
<br /> w 7.55 0 o w 43454 S.F. 1 445• 50 7.55 In (R4) M.&P. 28--86
<br /> 296.30' �� N 57 Zya.39� 1 44 A o /22��""�10.0° W R5 1 1
<br /> CITY LIMIT $ 1 w w 0 43279 S.F. 'o o N , .3T 00„ --- tr�I
<br /> LINE I 36968 S.F. iv �i o+ 22 - N 76 to (R6) 1859 O.R. 17
<br /> Nr- O cQ 4
<br /> (R 7) 423 O.R. 195
<br /> SEE DETAIL "B" 10' PE .S.D.E . 14' P.U.E. 25,25 w � w 1 ` » 225A00 7 ��
<br /> 1.15 ACRES w a ° W cr y, (R8) 397 O.R. 444
<br /> SHEET 7 N89'45'30"W �" '1 16 ., 7 0
<br /> -
<br /> �, II x a5 223.0°• 7 -16*3 �--- �� (R9} R.S. 18-42
<br /> 304.81' (4a `� 4 �•37'p°�� I �� 0� ���•� 27 (R10) P.M. 4-82
<br /> „� -' 19 ., �, 66 S7 ''". M A 2g 2 2 c (R11) P.M. 9--31
<br /> F0,
<br /> 3tV4 TAC N PIPE _ o 38763 S.F. ti 4,16 "W r" 5 w 1.15 ACRES
<br /> u+ 23 ,37 00 682,18 -- 1Q P.U.E. ►3 w (R12) 2716 O.R. 454
<br /> v " ��0 20 L51 C33 /,r. 876 W ". �S
<br /> 9'4i•oo"W_ N44'45 30 w C C2f 502.16 » ��o• a ►� w. (R13) MI.&P. 31�`l4
<br /> I 22.00 4214 G29 C2 �r y76'37�0d*w 148 0 1 Qr- '�`y N.A.P.O.T S. NOT A PART OF THIS SUBDIVISION
<br /> Q 1 r O w P.S 0.E. PROPOSED PRI VA TE STORM DRAIN
<br /> 500`14'30"W �g9 �g '� 3, �, 5•°° ' 25. o � • .: EAS�MENr`,NOT CREATED ©Y THIS MAP
<br /> • S89.45 30 _ C30 16 1.02 ACRES. 2�j ea O.R. OFFICIAL RECORDS
<br /> 110.00 C23 ^� 4 c3 o t» 10 P.S.O.E. P.U.E. PUBLIC UTILITY EASEMENT
<br /> 2020 22 r t65 R) I. t0' P.S.D.E.-=-°t uo wk 43253 S.F. ca
<br /> o "� SFN SEARCHED, FOUND NOTHING
<br /> l4S _ m-- L42 'L '� ��t `; !� U1 .'. , (7) TOTAL
<br /> '`- L4 N �N L64 R ( NI 4
<br /> N4514 34 E `�' z A� d 1.07 ACRES . �'': 10' P.U.E.
<br /> 42,43 ,, R n 22 0 2,� � ..� � � LINE: TABLE
<br /> 1.04 ACRES i ►s `c� w• t 1 P.S, ''� 16�8 a7 LINE LENGTH BEARING
<br /> 22.0' WIDE ROAD "� ,¢- 2� '� 5° -� (A 1.12 ACRES � � •�� 0 D E N�3 !38 29.37(FEET) S38`56'S2'W
<br /> R/W DEDICATION TO - 40611 S.F. .� GSb °' ( � 10' P.S,D.E,=----� ` 151.p4� ti53 . »
<br /> S.J. CO. »W R 00 I g 1 L39 30.33 N 37'0217 E
<br /> 3 y'4,262� ''3� 10' P.S.D.E. $ 1 1x8.00. L40 27.2 550049'290E
<br /> o 278,2 !4, 10' P•S.D.E. 772• L42 1,09 NO3`42'S3"W
<br /> +� L41 5.70 S03#42'53-E
<br /> 10 P.U.E. ,� ,� (`" 1g8.00 OS
<br /> T' L2-p- 21g.n.E,_ i pp' '30"E L43 26.30 N52'43'24"W
<br /> .G 398 S.F. 43438 5fr 180• N78 41 N. A.R 0. T.S. "
<br /> N 'n +WELL SITE) 1 CURVE TABLE L44 . 111'.81 N89 45 30 W
<br /> L60--- - _. - _ _.._ - _ � � 128.08_ _ � � � L _ _ _ O.R. 3636-339 L45 111.81 589'4530"E
<br /> \.&--' 3x5.54' 60.00' w CURVE LENGTH RADIUS DELTA TANGENT CHORD
<br /> z . " (FEET) (FEET) (FEET) L46 28.28 S31'37'00"W
<br /> S89'54 30 W 427:50 C19 155.57 1125.00 07'55'23" 77.91 N86`16'49"E 155.44' L47 28.28 S58`23'00"E
<br /> EX. 25' PIPELINE C20 32.14 50.00 36'49'32" 16.6 S68'11'52"W 31.59' L48 28.28 N58"23'00"W
<br /> 4 » » N. A,P.O. T,S. EASEMENT TO B.C�LD. r-. � »
<br /> S89'54 30 W 22.00 FD, 3/4 IRON PIPE I.N. 99038543 2788 OR 73. ESM'T C21 32.14 4.00 36 49 32 16.6 N74'58 36 W 31.59' L49 28.28 N31 37 00 t
<br /> (R9), ALSO FD. 1-1/2" TO BE ABANDONED AT LINE TABLE C22 35.31 50.00 40'27'24 18.42-W7-6'47'3-2"W 34.58 L50 131.82 S02048'21*W
<br /> FD. 1.5 IRON PIPE R9 IRON PIPE, 0.35' SLY & L� 114.68' TIME OF DEVELOPMENT. (RADIALS) C23 261,58 1100.04 13'37'30" 131.41 N$3'25 45"E 260.97' L51 9.96 586'38'38"W
<br /> � 4.58 WST LY OF MON. (R9) " » � »
<br /> PIPE IS 0.23 SOUTH & R� 50.00 LINE BEARING C24 21,67 1125.00 01'06 12 10.83 N77 10 06 E 21.67 L52 119.53 NO3 42 53 W
<br /> 1 It WEST OF COR, PER. A - 131"24'29" (R) C25 36.14 50.00 41'24'29" 18.90 S16'5935"W 35.35' L53 85.10 N00#11 4'.30"E
<br /> T= 110.76' " L54 28.28 S31'37'00"W
<br /> R9 ..ALSO F0. 3/4" I.P. (R9) !62 507 40 53 E C26 36,f3 50.00 41-24'29- 18.90 N24 25 21 w 35.35
<br /> 9 54 30 E 10.00 CHS N20 34 53 E L63 NO3`42'53"W C27 46.47 50.00 53'15'16" 25.07 S1I•03'58"W 44.82' L55 50.1a N72'25'43"E
<br /> 91.14' L64 S44'52'38"E C28 68.20 50.00 78'09'13 40.60 S54'38'16"E 63.04' L56 44.80 S00.14'30"W
<br /> L65 S13'23'00"E C29 35.31 . 50.00 40'2 24" 18.42 S7000'48"W 34.58' L57 51,48 574'19'43"E
<br /> L66 N12'41'04"W C30 198.97 1100.00 10'21'49" 99,76 N85`03'35"E 198.70'
<br /> ' L58 36.37 N74'28'240E
<br /> L87 N07'52'03"W C31 62.61 1100,00 315'41" 31.32 N78'14'50"E . 62.61
<br /> L68 N07'01'14"W C32 15.89 1075.00 00'50'49" 7.94 N82.33'21"W 15.89' L59 35.10 N0014'30"E
<br /> L69 S33'26'10"W C33 13.11 1075.00 00'41'56" 6.56 576'57'58"W 13.11' L60 35.00 N89`54'30"E
<br /> L70 N4042'S4"W C34 229.35 50.00 '4 586`17'07"W 75.0 ' L61 50.00 N0014'34"E
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