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7 CT NO. 3049
<br /> mss, SUBDIVISIONS OF SAN 44OUIN COUNTY
<br /> 1, ALL DISTANCE' ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> o 2. A 14 PUBLIC UTILITY EASEMENT HAS OM DEDICATEDRA
<br /> ALONG ALL STREETS AS SHOW ON THIS MAP.
<br /> J. SET A 5,6" WITNESS CORNER, .ON :LOT LINE PROUECTION
<br /> p l!y r (CUT
<br /> FOR LOT CORNERS /=ACING A ~WAY~WAY t
<br /> IN CONCRETE SIDEWALK.) NOw
<br /> 4. EACH: LOT `SHALL 8E DESIGNED, GRADED AND MAINTAINED TO PROVIDE
<br /> � 61
<br /> w�.�� <� i PROPER DftNAGE WITHOUT PONDING CAUSING SOIL EROSION OR
<br /> DRANWAIG ATO ADACENT PROPERTY. ALL LOTS ARE TO
<br /> • �� � ¢, rya � � '�'iJ-'j' � �_�.�_.
<br /> DRAIN FRAM REAR TO FRONT UNLESS DTHERW/SE SHOWN. BEING A SUBDIMM OF LOT 6, AS SHOWN ON THE
<br /> 5. THIS Ate' REFERS TO APPROVED TE7dTww mAp TM 2--00. AW OF *f5TW RM+ o Nff NO. 5I, AS RLM IN WK M OF ,
<br /> r ( . � 6 ALL R,Ef�'RE`NCES ARE TO SWAN JaWIN COUNTY RECORDS MAPS Q6 PLATS AT PACi,� 74 ..�iw javuIN cou � LYIMCs
<br /> , ,,� - �� AND BOOK OR VOLUME PRECEDES WE
<br /> IN A POR1`lON OF SE07YON 27, T. 1 N., R. 6 E., M.D.a & lel.,
<br /> L� �,S'r,��,� 7 BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED CITY OF S OCA7M
<br /> y-
<br /> - 6 w - J �S
<br /> o - �� '�v IN CONfORiwwCE WITH CITY OF STOCk70N SUBDIVISION DESIGN
<br /> STANDARDS DRAW7NG ND. 6, CONFVURA77ON. FURTHER, THE DEVELOPER SAN MI C�AL��IA
<br /> W T---,r�,1. - - _ d�-��Y`, �' r'1�� --� OF THE° SUBDIVISION SAKL.L SELECT THE STREETS ABUTTING THE CORNER
<br /> J s �`�c LOTS UPON WHICH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY �P; �—HYSELL. EAGN ERS
<br /> PICAS J��s , i 1.1 �,9 {� RESTRICTED ON ALL OTHER FRONTAGES. ;
<br /> ySrON RANcti �. , .� .� , N
<br /> f� A LN�IIi+N OF THE KEI7lW Ct�i4lP,4/ S
<br /> �1_� t
<br /> �ivr`r/Vo. 3 .II T II. -t r��r- .aN�.s� o �, y `0 ^�-� —
<br /> Al cf P. 34 UN%T' NO. D�'�, q >� �, I
<br /> 1016 12th S1 1" A10DE `T+0 CAUAMM
<br /> DEMMs 2
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<br /> �A - Ap p I
<br /> 10 -- 1 r. _ WT TON RANCH
<br /> r��j�Cts, .y AA
<br /> �•
<br /> y� a 'a Ulv�i IVLI, 41 4 .
<br /> / / ,/ P0'35-16 as .19 " _ _
<br /> •. � {! .�•.- - 1l"_ � A!Z tH�4l 14..11_._ �1 r�f'T,�I
<br /> .41
<br /> o ' 1 1,A-1.1
<br /> MANTFCA UNIFIED
<br /> z° x. ;+ 4 SCHOOL DISTh'ICI
<br /> 19 _.,...
<br /> f 3 , 41
<br /> 18 z�z 1 si $5 L N. 98091908
<br /> 17 VE-Nacf c cct i I.N. 98104491
<br /> I 16 i$741J1it 11 91 B 1 7 d 5 4 ,32 '7
<br /> -r \'\ HENRY LONG BOULEI!ARD
<br /> i UVJ IV) .
<br /> PARCEL 3
<br /> R. 1175 P M. 21--46
<br /> D - 57 I R. `\ WLST'ON P64NCH, % i'
<br /> S.J.C.R. / G� \ fNO, 47 ;1 _ �A,/ R.S, 30 77
<br /> \ M,c�T. .'15- !c _,_ " y� (PARK SITE)
<br /> MA N M � _. _ � \\ �► � _ _ �N �;� - �/ ;�4, ' �•� C,,,'�S�p A'G --I'-T` I-
<br /> �
<br /> T ,ply
<br /> -_� FL__:� 4. 1-_ \ O. MANTECA UNIFIED PARCEL 2 �y c BOULEVARD
<br /> SCHOOL DISTRICT �C� � O, 'S' J�
<br /> I.N. 99047460
<br /> O.R. 2121 - 01 IAF-RECORDED -
<br /> R.S. 30 - 77 / z I1,• \ _ c , 1y,
<br /> S.J.C.R.
<br /> �-T-r- �If � �r rn �, oho it
<br /> g 0q SEPT. 10, 1999 _ , y AU£NUF �t a
<br /> � NI.N9911f57fDUMNION 0DRIVE
<br /> _
<br /> CRO
<br /> 4 Lo
<br /> D.R. 2121 - 01 / / _ _ ,}.. _��t�Y - - v \ms`s 1 __- _ z
<br /> y - z . . - - r_ NEARTHWC100 ._ „AL 11*i = 400'
<br /> �1� LANE \/"� - f- - I ? �T I o { + r } r -Y - """
<br /> _ `
<br /> ,,Q/ '� � �. _ _... .. _ `\�� _ .-. _ �.L.� (.t .;�� 5� �� �`,} 1 WES7CJIV ION./l,o_ q
<br /> (� 1�. _ C S P7� T. _: _- ` -�- - � c1 - 0 `�,
<br /> O.R. 2121 - O1 �o/ _� `t 7 \ - .�i X14' A'9 �.)�� �2
<br /> �- v7
<br /> L�ivl NO, 20 0 _
<br /> S.J.C.R. \ SEG. . 3 ly .3� ,� r . , , P .. _ I } { �- �-I I + E-+ H + I - -
<br /> ` APPROXIMATE..... VF i ` wo1
<br /> /�/ /�� �^/y�yT SECTION CORNER j \\ �- I WIN I N
<br /> CITY Vr S/V�iAIoN - \
<br /> SAN "QUIN COUNTY CITY LIMIT LINE2454.13'(M)(R 1)(R4) 2454.28'(R3)
<br /> LEGEND: N 89°19'45" W (BASIS OF BEARINGS)
<br /> O.R. 636 - 106 `` FD. CITY OF STOCKTON
<br /> --+- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED S.J.C.R. SAN J04OUIN COUNTY RECORDS F0. CITY OF STOCKTON SAN. JQAQUIN COUNTY CONTROL MONUMENT
<br /> L.S. 4876 (R2) UNLESS NOTED OTHERWISE D.R. OFFICIAL RECORDS `� CONTROL MONUMENT CITY LIMIT UNE STAMPED "L.S 4334 10S-13"
<br /> RUERMES FD. CITY OF STOCKTON CONTROL MONUMENT, 2-1/2" BRASS R.S. RECORD OF SURVEY .30.00' STAMPED "L.S. 4334 10S-12" (R1)(R4)
<br /> • (RI) RECORD PER: P.M. 21-46, S.J.C.R. DISC IN MONUMENT WELL, STAMPED AS NOTED (R4) I.N. INSTRUMENT NUMBER 215 101.
<br /> (R2) RECORD PER. WESTON RANCH, UNIT NO. -51, M.& P. 35-78, S.J.C.R. -O— FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED L.S 4876 (R) RADIAL BEARING
<br /> (R3) RECORD PER, BOOK 30 OF SURVEYS, PAGE 77, S,J.C.R. (R5) IN MONUMENT WELL, UNLESS OTHERWISE NOTED PM. PARCEL. MAP ?9875.750
<br /> (R4) RECORD PER. BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R. -{d}- SET 314"K 30" IRON PIPE TAGGED L.S. 4876 M.&P. MAPS AND PLATS
<br /> (R5) RECORD PER. WESTOV RANCH, UNIT NO. 49, M. & P. 35-3, S.J.C.R. IN MONUMENT WELL (M) MEASURED ON PHIS SURVEY B W -OF BIER WS:
<br /> „ W.C. wmvESS CORNER 5�� 'S/ON SU,�,_MARY.
<br /> --0-- SET 3/4 X 30 IRON PIPE TAGGED L.S. 4876 45 LOTS = 5.72 ACRES BEARINGS, DISTANCES, AND COORDINATESARE BASED ON THE CALIFORNIA
<br /> P.U.E. PUBLIC UTILITY EASEMENT STREET RTW 1.75 ACRES COORDINATE SYSTEM-8.3, ZONE 3, (1991.55). A LINE BETWEEN CITY OF STOCKTON
<br /> _
<br /> SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL MONUMpYTS NO. 105-12' AND NO. LOS--1 J BEARS S 89019'45" EAS
<br /> REAR LOT CORNERS UNLESS OTHERWISE NOTED 20 CURVE TABLE REFERENCE° TOTAL (UNIT NO. 61) - 7.47 ACRES (GROSS) CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL MONUMENT SURVEY,
<br /> ' LINE TABLE REFERENCE PHASES All AND XIII, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT
<br /> N-2,153,5 5. 135 CALIF. COORDINATES-83, ZONE 3 PAGE 20, SAN JA4QUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE
<br /> E=6,327.4-97.2.31 (CENTERLINE & CONTROL MONUMENTS) ® CENTERLINE COORDINATE REFERENCE VEL GROUND LEDISTANCES AND MUST BE MUL77PLIED BY 0.9999323 TO
<br /> OBTAIN GRID DISTANCES.
<br /> WESTON NCH4
<br /> ° 11/1 RESTRICTED ACCESS SHEET 2OF 3.
<br /> I.' 143254 UNIT 61\UNIT 6180.dwq 02/28/2001 11:53 DD SHEET 34
<br /> 436 4 0 AnL
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