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LCAT LINE ADJUSTMENT
<br /> FOUND BRASS DISK W MONUMENT RECORD OF SUR VEY
<br /> a` WELL FOR THE NORTHWEST CORNER Q �-FOUND BRASS DISK IN MONUMENT WELL FOR ,-FOUND BRASS DISK IN MONUMENT
<br /> OF SEC RON 2, T2 N., R.6 E., M.D.B.& M. Z i s? THE NORTH QUARTER CORNER OF SECTION 2, WELL FOR THE NORTHEAST CORNER
<br /> PER (R7) T.2 At., R.6 E., M.OB.& M. PER (R7) OF SECTION 2, T.2 At., R.6 E., M.D.B.& M.
<br /> N 89'3948" W 266692'M 266&j&11R1 R4 R5 R6 r PER (R7) BEING A POR T10N OF THE WEST HALF OF
<br /> -- — "' N 89170'51" W 2651.57'(M)
<br /> __� — 2651.01'(RR5}(R6) " �-/ SECTION 2, TOWNSHIP 2 NORTH, RANGE 6 EAST,
<br /> EIGHT MILE RAD r . 11; CITY OF STOCKTON TRAVERSE A40UNT DIABLO BASE AND MERIDIAN
<br /> TOWNSHIP UNE-�'' I ' ' CONTROL MONUMENT <
<br /> 291 R3
<br /> # ) SAN JDA QUIN COUNTY
<br /> / CALIFORNIA
<br /> FOUND 3/4" IRON P!N (R6) N=2208403.08
<br /> WEST LINE OF uc� -.,
<br /> NO TAG PER (R11) E=6337900.73
<br /> -NORTHWEST QUARTER . 8.5' WEST OF 1/4 SECTION LINE � HOMPSC�N-HYSELL.M ENGINEERS
<br /> �y OF SECTION 2, FARNHAM, ET. AL. V4 FOUND 3/4 IRON PIN (R6)
<br /> T 2 N., R. 6 E., M.D.B.& M N. 94087774 N NO TAG PER (R11) / A DIVISION OF THE KEITH COMPANIES
<br /> N N 9.3 WEST OF 1/4 SECTION UNE/
<br /> N 89*5449"L2547.41'M ! / 1016 12th STREET MODESTO, CALIFORNIA
<br /> JANUARY, 2004
<br /> -NORTH LINE OF SOUTH 40 ACRES OF MAGGIO
<br /> N
<br /> TtIE NORTHWEST QUARTER OF SECTION 2, I D.N. 2003-011399 a"o
<br /> •10 DRAINAGE EASEMENT T 2 N., R. 6 E., M.D.8.& M., ESTABLISHED BY AREA �► fps » ��► C►
<br /> PER O.R. U V 1565-15 N CENTER OF SEC7701V 2 STA
<br /> ��
<br /> MONUMENT FOUND } THIS MAP CORRECTL Y REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC77ON
<br /> N 55.04 ACRES
<br /> ES ESTABLJSHEb BY lNTE"IPSECTION
<br /> �R FOUND 3/4" IRON PIN OF 1/4 SEC77AN LINES IN CONFORMANCE W17Y 7HE RE0U/REYDV7S OF THE PROFESSIONAL LAND SURVEYORS'
<br /> LEBARON FOUND I" IRON PIPE NO TAG NORTH LINE OF 90 PER (RI), NO TAG w~�``�, ' THE METHODS ON R1 R5 ACT AT THE REQUEST OF CALIFORNIA HOMES IN OCTOBER, 2OY 3
<br /> RANCHES LP , ►� ( ),( )�i(R6} -�
<br /> FOR WEST QUARTER CORNER f` SOUTHKEST QUARTER 12,5 WEST OF 1/4 TO ESTABLISH THE 1/4 SECAON `y �Glj
<br /> I.N.95031913 OF SECTION 2, T.2 N. R.6 E. OF SECT / I�..
<br /> ION 2, SECTION LINE � LINE'S AND CENTER OF SECTION 2 DATED THIS /� DAY OF_ �1 �'/L- 200,:
<br /> 110.10'(M) � MD.B. M. (R 1)(R2) T 2 N., R. 6 E., MAB.& M. � _ DID NOT FOLLOW PROPER �
<br /> j:. ✓--- 2654.30'(M} 2642.85'((R1)(R5�}(R6} 2646'(R10} .'OLD PROPERTY LINE
<br /> / S r y SURVEY PROCEDURE AND ARE °=' � � LAND S
<br /> ` ° 1 •....�.w o- —t 2544.20�'M %x y' a NOT ACCEPTED ON THIS SURVEY. 1 '
<br /> 446.39' --'' ___
<br /> ' .� -- - -- �= .-�-� -'' - ___._ _. � KENT A. HYSFlL, �
<br /> 2097.81' -- i - _-�-` 2645.50'(M} 2659.17'(R5} �� LICENSE EXP/RA�TON DATE 09-30-05 l� �
<br /> � \ N 89^5'449" E 5299 80' /� � �/ � � `�.
<br /> E DETAIL i o—=-100'W.0 -��'�� No. 6953
<br /> SHEET 2 NEW PROPERTY LINE / / _ /=Q`� �' k / �' N * EXE. 9-30-05
<br /> 10' DRAINAGE EASEMENTS' ¢ �``--- i EAST 1/4 CORNER OF SEC77ON 2. -- 2
<br /> PER O.R. 1565-14 w, NORTH LINE OF.. ,`1 / / ��� 6 3, _
<br /> BEAR CREEK / 0 ` NO MONUMENT FOUND. ESTABLISHED7F \Epi
<br /> EASEMENT / POSITION BY SINGLE PROPORTION Of CA�-
<br /> M I.N. 98017218 / Q� /
<br /> �, SOU Y BOUNDARY
<br /> `r' ��C.R. / / N TSF BEARIMG&
<br /> 7 4 PER (R10) a4
<br /> -SIS
<br /> 25.53 ACRES 3�° / cQ; K1EIN TRUST I DOC a 2004-102003
<br /> 05/11/2004 04:02P Fee:10.00
<br /> I N. 98023857 Page 1 of 2 BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA COORD11VA7E SYSTEM 83,
<br /> Recorded in Official Records ZONE 3 (1991.35). A. LINE BEIM CITY OF' STOCKTON MONUMENTS NO. 1.47 AND
<br /> 55' FOUND 3/4" IRON �' / � Q / ti4 3 County of San Joaquin NO,. 291 BEARS'NORTH 47'46'53" EAST AS CALCULATED FROM CITY Or STOCKTON 7RAVER.SE
<br /> : PIN, TAGGED / e { GARY W. FREEMAN
<br /> s' / lk rn _ _ yy CONTROL MONUMEINT SURVEY' PHASE XIV FILED FOR RECORD IN BOOK 35.0E SURVEYS, AT
<br /> z R.C.E. 14296 (R2) s _:f"' / 11 PaidsbyrSHOWNrONrDOCUMEN7Clerk PAGE 5, SAN J�OAQUI/N COUNTY REGARDS ALL, DISTANCES SHOWN ARE GROUND DISTANCES
<br /> 40
<br /> ' / '��' AND MUST BE MUL TTPUED BY 0.99994568 TO OBTAIN GRID DISTANCES
<br /> III 111111
<br /> 1111111
<br /> III 111111
<br /> f
<br /> VIII III
<br /> 11111 II
<br /> Q TA 1 1. SEE SHEET 2 FOR VICINITY MAP AND SITE DETAIL.
<br /> P� SO2 44 59 E N0. BEARING DISTANCE' ` Z REFER TO APPUCAT70I1F Na PA-03-935
<br /> .. //
<br /> Q 7L)77' 79(R10} .3
<br /> � STATEMENT OF PURPOSE. THE PURPOSE Or THIS SURVEY IS TO ESTABLISH AND
<br /> .RECO,R PtR-- R,.n i �% M�I!MFNT, d'H.F AA;-1457- PR? P IIA./ st la�c!'4! ! 7!/`F
<br /> M L 1 / llav ( I?: t ," u. :1L6 �.i>.rc. ' ° 4°'1 "E .�0,*�Ta 29 (R10) .. ERS''�.. ..S .w. ,�... .N O>. � OF LOT/P�cF"
<br /> ( } RECORD PER. I?M. 15-140, S JC R. t> ADJUSTME7NT PA45-4 35 RECORDED ON—H x2
<br /> RECORD PER.- R.% 35-0, SdC.R, N Q N85341T"E 150.00 (MXR10) DOCUMENT NO, 2 SAN JOAQU�COUNTY
<br /> OOq o8 50 3 OU RECORD,%
<br /> N / t / �,�• � (R4) RECORD PM R..S 6-280, S.J.C!R. � N ® 571'4043"E 3AD,fJO' (M)(R10) :�- AND TO CoNFARM W17H SEC7TON'8762 GF 1HE PROFE8SIONAL LAND SURVEYORS' ACT.
<br /> ZZ / / (R} REGARD PER.- P.M. 1f�-106, SJ.G;R. Q N8779'17"E 7AOO1 (M}(RIO}' °�
<br /> 04
<br /> PER- 7 14 S.J.C.R: �,,�_
<br /> / LA MORADA PARTNERSHIP (R}
<br /> RECORD PER.- 13(1. 17, S.JC.h', ® N`1�7417"E 300.00 (M)(R10) 'Q
<br /> D.N. 2003-083100 (R8) RECORD PER. R.S 34-88 SJ.C.R. Q N47'49'17"E 175.00' (M)(R10) N
<br /> / (R9) RECORD PER. R.S 3-1-120,- %JCR
<br /> (R10) RECORD PER- IN. 90123346 �$ N5810417"E 600.00 (M)(R10) 1 �.° SURVEYOR S STA T.�.._
<br /> E / (R11) RECORD PER.- C.R. 98-1 ® N34*54'17"E 560.00' (M)(R10)
<br /> 7HIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF 7HE
<br /> 0i N29*5917"E 600.00' (MXR10) PROFESSIONAL LAND SURVEYORS' ACT 7HIS O DAY ��
<br /> a
<br /> P.O:B. POINT OF BEGINNING _ Q N25'34'17"E` 300.00' (M)(R10) OF_ M A'Y . 200-+, AND
<br /> HONOR R.S. RECORD OF SURVEY N45Z74'17"E 100 00'
<br /> 11 SJ.C.R. SAN JOAQURN COUNTY RECORDS (MXR10)
<br /> h158714'17"E 125 00'
<br /> / I.N. INSTRUMENT NUMBER THOMAS R. FLINN RC.E: 23341 nom- No. 4440
<br /> / N7617418"E 96.03' 6PS 7TE
<br /> SC4LE 1" 300 D.N. DOCUMENT NUMBER : ( )
<br /> COUNTY SURVEYGY? Expires
<br /> 1 C.R. CORNER RECORD 1® 5865.5'29"W 427.55' 427.73'(R2} REGISTRA7ICC�V E7lPlRA 1TON DATE' /Z-3F-O S 9-30- 05
<br /> (R} RAQIAL BEARING'
<br /> �Ir
<br /> '~2. 32' SQ.FT SQUARE FEET N07�6'41"W 29 .74 (M}(R2)
<br /> �► 865529 E 45339 452.94(R2} RECDf7DE 'S STS, EJ1lT.� F Q ca
<br /> V(T} Ac ASPHALT CoNc&TE
<br /> clrY of STOCKTON- ' P.M. PARCEL MAP Q NO2Z8'04"W 512'
<br /> TRAVERSE CONTROL 102.68' FILED THIS
<br /> (M) MEASURED ON THIS SURVEY � DAY OF 200„ AT�"',10•�,R.M.
<br /> MONUMENT 147 R3) � '-"'
<br /> ' ( ( CO,S CITY OF STOCKTON SOUTH 1/4 CORNER OF SECTION 2.
<br /> (NOT ON SECTTOIV LINE) 1 E (CAL.C} CALCULATE VALUE FROM MEASURED DATA _' NO MONUMENT FOUND. ESTABLISHED IN BOOK OF SURVFY5, AT PAGE AT 7HE REQUEST A�
<br /> N=2203604.05 0FOUND MONUMEW AS No1FD7HOMPSON-HYSELL ENGINEERS
<br /> f POSITION BY SINGLE PROPOR770N. 44
<br /> E-6332611.61 ° SET 3/4" x 30" IRON PIPE TAGGED LS. 6953 �.
<br /> FOUND G 0.5 TRAVERSE MONUMENT PER (R3) FEE•
<br /> 264242'(CALC)
<br /> — _ � - __ 2642.42'(CALC)
<br /> ) - =
<br /> FOUND 2"x?_" HUB OVER I" IRON PIN, NO TAG '59'45"E 5284.84'(M} By Aj;A Alm
<br /> 'FOR SOUTHWEST CORNER OF SECTION 2 N 89 "� GARY W. S EE AN AS ANT;&PU
<br /> T 2 N., R6 E., M.D.B.& M. (R2) L.S. RECE7R R
<br /> FOUND 3/4' IRON PIPE, TAGGED 4876 AS MOR-RECORDER-COUNTY CLERK
<br /> .
<br /> I:\2$5400\RS\sheet1.dwg, 04/14/2004 10:47:26 RM FOR SOUTHEAST CORNER OF SECTION 2,
<br /> D..D. SHEET NO. 28 T2 N.,R:6 E., M.D.B.& M. (R9)
<br /> SHEET 1 OF 2
<br /> .. Q.
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