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<br /> LOT LINE ADJUSTMENT
<br /> _ STATEMENT OF PURPOSE: s
<br /> ��-- THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE ADJUSTED C;Fq9URVEY
<br /> FRENCH \ PROPERTY LINES AS DESCRIBED IN CERTIFICATE OF LOT LINE ADJUSTMENT 00-1.9
<br /> RECORDED ON 9-23-02, AS INSTRUMENT NO. 2002-164066, 2002-164068
<br /> e, SLOUGH 2002-164069, 2002-164070, & 2002-164072, SAN JOAQUIN COUNTY RECORDS, LOTS 80 AND 81 OF WESTON RANCH, UNIT N0. 22
<br /> OWNING AND TO CONFORM WITH SECTION 8762 OF THE LAND SURVEYORS ACT. AS SHO
<br /> ON THE FILED IN BOOK 32 OF M4PS AND
<br /> BL t/0_. -AVE.�
<br /> -r PLATS, AT PAGE 92, SAN JOAQUIN COUNTY RECORDS, LOTS
<br /> 42 AND 43 OF WESTON RANCH, UNIT N0. 28 AS SHOWN ON
<br /> ASAP f FLED IN BOOK 34 OF MAPS AND PLATS, AT PAGE,4 I,
<br /> 712�0 SAN JOAQUIN COUNTY RECORDS, AND LOT 63 OF WESTON RANCH,
<br /> ,� UNFIT NO. 30 AS SHOWN ON THE MAP FILED IN BOOK 34
<br /> a SCALE 6o
<br /> PROJECT HENRY LONGQ
<br /> OF MAPS D PLATS, AT PAGE 92, SAN JL140UIN
<br /> U _ - COUNTY RECORDS, LYING IN A PORTION OF
<br /> \�
<br /> S1 TE �, -BOUL�ARD -- SECITON 27, T. I N., R. 6 E., M. D. B. & M.,
<br /> 50
<br /> FRENCH CAMP ROAD / CITY/ OF STOCKTON, SAW JOAOUIN COUNTY, CALIFORNIA
<br /> THO M PPO —HYS LL ENGINEERS
<br /> I A DIK51ON OF THE KEITH ,COMPANIES
<br /> VICINITY MAP �� `� i 30, 1016 12th STREET MODESTO, CAUFORNIA
<br /> Nor To SCALE 0) \ / 3o' SEP BER, 2000
<br /> r�� � LEGEND:
<br /> _l�jp 40 l I —0— FOUND AND ACCEPTED 3/4" IRON PIPE STAMPED
<br /> / `�Y \� I L.S. 4876, PER (R 1)(R2)(R3) UNLESS NOTED OTHERWISE
<br /> NOTES: t�,� �, to
<br /> p Foy �'„�
<br /> (1 Q/,6 No � � � � FOUND AND ACCEPTED A 5'6" WITNESS CORNER ON LOT
<br /> (R2) ti 8�6 Tqc C''' LINE PROJECTION (CUT "-h" IN CONCRETE) PER (R1)(R2)(R3)
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. CJ �! 8>p2, �'1'�J FD�'f'o4, - —{ }-- FOUND 3/4" IRON PIPE, TAGGED L.S. 4876 (R2)
<br /> !/
<br /> 2. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND r (R) :' 4,, S ` IN MONUMENT WELL
<br /> BOOK OR VOLUME PRECEDES PAGE. ' '� (R2) !N7 8,05��E (R2) >>s�s� W !l, (R) RADIAL BEARING
<br /> M.&P. MAPS AND PLATS
<br /> 4
<br /> REFERENCES: —
<br /> (R2) �..... o`� _ f , (M) MEASURED ON THIS SURVEY
<br /> ,�
<br /> (M) MEASURED DISTANCE I'' ` � 4 r = P.U.E. PUBLIC UTILITY EASEMENT - EXISTING PER (R1)(R2)(R3)
<br /> (R 1) RECORD PER: WESTON RANCH, UNIT NO. 22, M& P. 32-92 1 - 5 ��,� 'yob . CURVE TABLE REFERENCE
<br /> (R2) RECORD PER: WESTON RANCH, UNIT NO. 28, M& P. 34-41
<br /> - � ,� �"���� 0.2p'(M� C]-- ANGLE POINT AT EXISTING LOT AND FENCE LINE
<br /> �" o�a'i 1 100.00 M�Rl FOUND 2-1/2" BRASS DISK IN MONUMENT WELL
<br /> (R3) RECORD PER: WESTON RANCH, UNIT N0. 30, M.& P. 34-92 �oG cp�,�J��'� y i N 100it1 ` � CITY OF STOCKTON CONTROL MONUMENT
<br /> oh 42 �� �� r�J `-i i j 8704.2011 (R 1)
<br /> ZI J AREA ACQUIRED BY LOT LINE ADJUSTMENT
<br /> 80
<br /> 81-54'23" IVO. 2 ..��Jj' . .. !N 8358'13" W(R) ."l
<br /> �> SURVEYORS STATEMENT
<br /> FOUND 1 2 IRON Bl ... _(M)(R2) !. 100,00 ) I
<br /> PIPE / " 98(� 64,20 61 M _ ��► 100 4(M (R1 �, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT/ N
<br /> TAGGED L. ~��"���� 109. � � ! � 1 O
<br /> 4876 (R3)
<br /> 538.3'(M '� MS ) (R 1) 1 IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS' ACT AT THE
<br /> ,., FOUND 1/2" IRON .." �54.45'(R3 � i > 81 '' �1� REQUEST OF KAUFMAN & BROAD, IN AUGUST, 2000.
<br /> LrVR1�E TABLE: I PIPE_, ( )ED L.S. w ! ► _ — � �O s
<br /> 4876 R3 ��; ! !
<br /> N86001'46"W_(R) Z; LAND
<br /> �i o ! , - � DATHIS 26th DAY OF SEPTEMBER, 2002. �S OCG
<br /> 63� 100.00(M)(R1) 1\ ��` \A B.
<br /> NO. DELTA RADIUS LENGTH CHORD CH. BEARING � � _rJJ J� � I N � \\)O(
<br /> ' N N 4i f� 100.16(M) /,,2 6 Af
<br /> 1 2014'51'7 1530.00 60.00 _60.00 N 7009'14" E rj i =�'I°� '` o o I N 89019'40" W (R 1) �\
<br /> 2 2 03 33 1530.00 55.00 55.00 N 5000'02" E '�I IN � N I a rr �/ j WILLIAM B. HYSELL, L `. 4876 N0. 4876
<br /> 3
<br /> 170J856" 50.0_0 `5.40 i5.4 N 505227" W I �i wrL o i SEE DETAIL A � � 30, ' ` l�> LICENSE EXPIRATION DATE: 9-30-04 EXP. 9-30-04
<br /> SHEET ND. 2
<br /> 4 62014'J5" 47.00 1.0_6 48.08 N 16 25 23 E I ?` z "N 2°54'19" E 65.05' (�� s �P
<br /> Ti56 26 30 47.00 46.30 44.45 N 7504555" E �. 6
<br /> 6 8 13 04 375.00 53.79 53.74 NN 8--5 3T08 W -_ l (M)(R1)(R3) I qTF OF c
<br /> COUNTY SURVEYORS STATEMENT.•
<br /> i
<br /> THIS MAP HAS RR3
<br /> --
<br /> 1
<br /> N EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND
<br /> )( ) '� �,� SURVEYORS ACT THIS 27 rN---DAY OF 5 EPTM�3 2002. r '
<br /> LANE
<br /> P,
<br /> O
<br /> BASIS OF BEARINGS:
<br /> 6 1 �-oR--THOMAS R. FLINN R.C.E. 23341
<br /> BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE CALIFORNIA J rJ �� ��'y �> t COUNTY SURVEYOR T-
<br /> / l J I REGISTRATION EXPIRATION DATE.- 12/31/05 I r s
<br /> COORDINATE SYSTEM-83, ZONE 3, (1991.35). A LINE BETWEEN CITY OF ��2 j �, ,�. .,�,
<br /> STOCKTON MONUMENTS NO. 10S-13 AND NO. lOS-12 BEARS N 89019.45" W 0 ' „y
<br /> AS CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL MONUMENT
<br /> SURVEY, PHASES XIl AND Xlll, Fl!_ED FOR RECORD IN BOOK 33 OF SURVEYS, 0��%', C�����,� )� CORDERl STA TEMENT
<br /> AT PAGE 20, SAN JOAQUIN COUNTY RECORDS ALL DISTANCES SHOWN ARE lr� RE
<br /> GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.9999323 TO �� `. ,I,h�I ��11,JT ( T _`` a`3
<br /> OBTAIN GRID DISTANCES. ti �� ,J 7J ( � � � ` FILED THIS�DAY OF� 2002 , AT _O. - .M. IN BOOK OF
<br /> SURVEYS, AT PAGEAT THE REQUEST OF THOMPSOfV-HYSELL ENGINEERS.
<br /> FOUND 2-1/2�� BRASS DISK IN MONUMENT WELL ltl
<br /> FOUND 2-1/2" BRASS DISK /N MONUMENT WELL CITY OF STOCKTON CONTROL MONUMENT
<br /> �
<br /> CITY OF STOCKTON CONTROL MONUMENT �.., � STAMPED "L.S 4334 lOS-13" FEE:
<br /> � �
<br /> STAMPED "L.S. 4334 fOS- 12" (R1)(R2)(R3) (R1)(R2)(R3)
<br /> FRENCH CAMP ROAD , - BY: Mn
<br /> Z,) GA W. F EE AN, f3T E U R C RD R
<br /> N 89 019'45 W 2454.13(R2)(R3) 2454.09(R l) 2453.97(GRID) ASSESSOR RECORDER-COUNTY CLERK
<br /> N=2150130. 108 (BASIS OF BEARINGS) N=2150101.377
<br /> I: 143240 Ila 1 RosO 1.d wq 09/26/2002 10:35 D.D. SHEET NO. 34 E=6329875.750 E=6,3,32,329.54,3 �1 SHEET I OF 2
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