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<br /> NOTE: PURSUANT TO SECTION 66436 OF THE CALIFORNIA SUBDIVISION MAP ACT,
<br /> THE SIGNATURES OF THE FOLLOWING PARTIES HAVE BEEN OMITTED: PAM bL MA P
<br /> NAME OF' PARTY, TYPE OF INTEREST, DEED REFERENCE FOUND P.K. NAIL (F)
<br /> FOUND 3/4" I.P. (F) BANTA-CARBONA 25.00' WIDE O.R., VOL. 201-83 & A PORTION OF THE SOUTHWEST 114 OF SECTION' 20.,
<br /> NO TAG IRRIGATION DISTRICT E�7IRR, EASEMENT VOL 229-25, S.J.C.R. '`-OVER BOLT & WASHER(H)
<br /> RETAGGED LS 44791/4 CORNER OF
<br /> u T. 3S.) R. 6E., M.D.B. & M... SAN JOAQUIN COUNTY, CAMFORNIA
<br /> FOUND 3/4" REBAR (F) PURSUANT TO SECTION 66411.1 OF THE GOVERNMENT CODE OF CALIFORNIA, M . w INS - 1-7
<br /> NO TAG OWNER IS TO INSTALL ALL IMPROVEMENTS AS REQUIRED BY THE COUNTY *I;r . �=- SECTIONS 20
<br /> ,4- _j SEPTEMBER, 2001
<br /> RETAGGED, LS 4479 PLANNING DIVISION MINOR SUBDIVISION APPLICATION NO, MS-01-1, APPROVED Lj�
<br /> CU
<br /> 20.00' JUNE 18 2001, PRIOR TO THE ISSUANCE OF THE OCCUPANCY PERMIT. I'D z -P ,M, 3~ 7 Jr-
<br /> CD 0 REFER TO MINOR SUBDIVISION APPLICATION NO. MS 01-1
<br /> z
<br /> CD FOUND SPIKE SHINER (A)
<br /> F- F,M, 8- 17 41 EXISTING PROPERTY LINE CD Cr" Cn 1/4 CORNER OF
<br /> 10.00' CD ' r 11
<br /> 49'1 4"E SECTIONS - 20/21
<br /> ....................... 1/4 SECTION LINE PER CERTIFICATE OF COMPLIANCE N89 TRIPL VM
<br /> SEE DETAIL "D" RECORDED AS INSTRUMENT NO. 01073828 2644.45'(M)
<br /> ICU -
<br /> 1 /4 SEC. COR.` 2637,55' 2644.16'(A)
<br /> FOUND NAIL & SHINER zl _ I I /-, ENGINEERING & SURVEYING COMPANY
<br /> 19/20 �6�7,55/ FOUND 15810 SOUTH HARLAN ROAD, SUITE C
<br /> S89*50'17"W
<br /> AT 1/4 SEC. COR,(F) 25.00' WIDE EASEMENT GRANTED PROPOSED PRIVATE 20' WIDE 3/4" I.P. (A)(F)
<br /> NO SCALE i TO B.C.I.D VOL 201-83 20.00' IRRIGATION EASEMENT TO BE 20 00' NO TAG, RETAGGED LS 4479 LATHROP, CALIFORNIA 95330
<br /> LINE--i 1 -1
<br /> SECTION L,30.00,0. R., S.J.C.R. (SEE SHEET 3) CREATED BY SEPARATE INSTRUMENT CENTER OF SECTION - 20 PHONE (209) 983-9380 FAX (209) 983-9385
<br /> ....... ........................ ........-................................ SUBSEQUENT TO THE FILING FOR \
<br /> DETAIL #'Dlf
<br /> RECORD OF THIS MAP. SAID
<br /> THE WEST 30' OF THE WEST 1/2 OF SECTION
<br /> : 20, T. 3S., R. 6E., M.D.B.& M., WAS CONVEYED EASEMENTS ARE NOT CREATED -
<br /> I "z,10 REFERENCES: ALL REFERENCES ARE TO SAN JOAQUIN COUNTY a?
<br /> TO S.J.C. FOR USE AS A PUBLIC ROAD, PER BY THIS MAP. tn RECORDS AND BOOK OR VOLUME PROCEEDS PAGE
<br /> :
<br /> CD O.R. VOL. 199, PAGE 129, S.J.C.R.- BUT SAID PARCEL
<br /> DEED HAS A REVERSIONARY CLAUSE IN IT. THE
<br /> q cQ Ln (A) PARCEL MAP, BOOK 16, PAGE 30, SAN JOAQUIN COUNTY RECORDS
<br /> o Ln
<br /> UJ o f, DEEDS FOR THE CHAIN OF TITLE FOR THE LAND46.97 acres GROSS (B) PARCEL MAP, BOOK 20, PAGE 161, SAN JOAQUIN COUNTY RECORDS
<br /> :
<br /> TO BE SUBDIVIDED DOES NOT EXCEPT OUT THE C)
<br /> 0.53 acres in ROAD R/W (D) O.R. 89-318, S.J.C.R.
<br /> WEST 30':
<br /> CD OF SAID SOUTHWEST QUARTER OF 46,44 acres NET (E) O.R. 62-373, S.J.C.R.
<br /> :
<br /> (F) PARCEL MAP, BOOK 8, PAGE 174, SAN JOAQUIN COUNTY RECORDS
<br /> . 76, SAN JOAQUIN COUNTY RECORDS
<br /> RDS
<br /> ......... ....... .....................
<br /> SECTION 20 LYING NORTH OF B.C.I.D. R/W. N89*50'17"E 2607.26' \0
<br /> LUWLJJ ....... 4-C, (G) RECORD OF SURVEY, 13
<br /> Co (H) PPARCEL MAP, BOOK 19, PAGE 135, SAN JOAQUIN COUNTY RECORDS
<br /> uj
<br /> CD n �,D Cu m n THE BASIS OF BEARINGS IS THE STATE PLANE BEARING CALCULATED
<br /> CID - THE SOUTHWEST SECTION CORNER
<br /> c6 PARCEL2
<br /> 2: CD FROM G. P. S. OBSERVATIONS A]
<br /> C:;� <:
<br /> 0 46,65 acres GROSS AND THE WEST 1/4 CORNER OF SECTION 20 OF THE ABOVE TOWN-
<br /> CD 0,21 acres in ROAD R1\V SHIP AND RANGE. THIS BEARING IS BASED ON THE CALIFORNIA STATE
<br /> CD
<br /> Lo R=2970.00 J,N. D102-941 ,3
<br /> Ln� ]IN. 92145215 46,44 acres NET O� C�
<br /> DE=4*42'55 —20.00, in PLANE COORDINATE SYSTEM OF 1983, ZONE 3, NAD83, US SURVEY
<br /> L=24-4.42' FEET (CCS83). THE OVERALL SCALE FACTOR = 1.000076 (GRID TO
<br /> 1,D
<br /> Co W GROUND). ALL DISTANCES SHOWN ARE GRID DISTANCES AND MUST
<br /> 1.
<br /> II
<br /> Li pm BE MULTIPLIED BY THE ABOVE FACTOR TO OBTAIN GROUND DIST-
<br /> Li- I I ,Ln
<br /> ANCES. LATITUDE AND LONGITUDE WERE DETERMINED BY G.P.S.
<br /> 1,D q-
<br /> lu 0 m n �.o 1 0L6,11 m 20.00'--� OBSERVATIONS AND CONVERTING TO THE ABOVE CCS83 GAVE A
<br /> Co. m
<br /> COMBINED SCALE FACTOR OF 0.999924. SAID BASIS OF BEARINGS
<br /> o IZI:
<br /> L6 Cu C,
<br /> C:)P:j C) j CU N89'50'17"E 2578,35' IS NORTH 00'07'56" EAST.
<br /> Li THE CALTRANS R\W WAS INPUT AS PER DEED O.R. 3319-447.
<br /> 52.00' SO4"34159"E. SAID DEED STATED STATE PLANE BEARINGS AND DISTANCES. BY
<br /> R=2530.00' 0.00' CALCULATIONS IT WAS DETLRMINED THAT THE BEARINGS OBTAINED
<br /> SEE DETAIL "A" DE=5'08'42" PARCEL 3 CD BY NAD83 AND 1929 CONVERSION IN THIS AREA ARE THE SAME
<br /> L=227.19' (b Qp CD TO THE NEAREST SECOND, THEREFORE, THE PRE-1983 DEED
<br /> ON SHEET 3 20.001 CD
<br /> 46,45 acres BEARINGS AND DISTANCES ARE VALID ON NAD83 STATE PLANE DATUM.
<br /> S89-26'1 7"E(R)
<br /> /0 S61. , / <,). -
<br /> < 1�0
<br /> O ST
<br /> ��F
<br /> THE CENTERLINE RECORD BEARINGS OF BANTA-CARBONA DEED O.R.
<br /> R. RipSO'
<br /> \v 'o R 311,46' 89-318 WERE ROTATED TO MATCH RECORD DISTANCE CALLS AT
<br /> 1b - DE 31'56'00" EACH END OF ITS TRAVERSE THROUGH SAID SOUTHWEST 1/4- OF
<br /> M SECTION 20.
<br /> L 173.59'
<br /> Z�o
<br /> R=547.92' THE DELTA ANGLES OF SAID DESCRIPTION WERE HELD. THE RADII,
<br /> DE=1 534QOCOMPUTED FROM DEGREES OF CURVE, ARC BASIS, AGREE WITH
<br /> - ' "
<br /> L=148.86 LENGTHS IN (D&E)-THEN BOTH CONVERTED TO STATE PLANE AS
<br /> CD ICU DESCRIBED ABOVE. THE RADII STATED IN BOTH DEEDS, (D&E)
<br /> 0 ,D cy?
<br /> CD
<br /> C) LO DEG.=20* CD HAVE NOT BEEN USED. THL GROUND DISTANCES IN (D) AND (E)
<br /> 10', m
<br /> LO R=286.46' REFERENCES HAVE BEEN CONVERTED TO GRID DISTANCES.
<br /> Lj DEG.=20° 9 FOUND BOLT & WASHER (A)
<br /> DE=33*5B'0 c�'
<br /> Cn 0"(D) R-286.46' 0�1 I I CORNER OF SECTIONS
<br /> L=1 69.82'D) <10 DE=31-56:00"(D) S82*30'40"E N89* N89'48'05"E 20121 LEGEND: • FOUND MONUMENT AS NOTED
<br /> I_=15 9.6 6 (D) 48'1 6"E I
<br /> 341.50' 26,36.47'(M) / 29 28
<br /> 294.20' 2636.54'(A)
<br /> SEC 19 SEC - 200 SET MONUMENT 3/4"x30" IRON PIPE
<br /> WITH PLASTIC CAP STAMPED LS 4479
<br /> --------------- -
<br /> SEC - 2.9 SECTION LINE N 89'48'1 6"E_26_36.58' '(IM PARCEL MAP
<br /> SEC - 30 26,36.48'(B) DEG.=10' 156.22' 186.96' .,SEE DETAIL "C" P.M.
<br /> EC. COR. TO 1/4 SEC. OR. R=572.92' 156.04'(D) N89-48'16E RECORD OF SURVEY
<br /> DE=15*34'00"(D) R.O.S.
<br /> FOUND 2 BRASS CAP IN MON. WELL PER (A,�r(s L=155.66'(D) S82*30'40"E
<br /> AT SECTION CORNER, NO TAG, NO STAMPO.R. OFFICIAL RECORDS
<br /> RARN7-A-CARBONASEE DETAIL "B" SITE SAN JOAQUIN COUNTY RECORDS
<br /> IGA TION DIS 7-RIC 1, ON SHEET 3 S.J.C.R.
<br /> CANAL 50,WIDE U I.P.
<br /> (SEEDE7-All DURHAM FERRY RD. IRON PIPE
<br /> MEASURED DISTANCE
<br /> ON SHEET 3 (M)
<br /> 1;� LLJ "cc
<br /> i--z 1Z DE = DELTA
<br /> Co zz,
<br /> Lu 0: () c RfW RIGHT OF WAY
<br /> NO SCALE z I w . .. W Co IRR. IRRIGATION
<br /> z 1-Z 2
<br /> Z Z MONUMENT
<br /> MON.
<br /> R , 0,S, 3 - 76 -
<br /> U HIGHWAY 132— SECTION
<br /> P ,1\/1, 2 D S TA TE HIGHWAY 132 SEC.
<br /> CORNER
<br /> a_ egNTq-CCOR. DEGREE OF CURVE
<br /> 0 DEG.
<br /> SECTION LINE/ PROPERTY LINE aSEARCHED, NOTHING FOUND
<br /> SNF
<br /> Co GLOBAL POSITIONING SYSTEM
<br /> FICIF GPS
<br /> 1.02' NO SCALE C4,V
<br /> 300 0 150 300 DETAIL 1q4
<br /> FOUND 3/4" I.P. 1.02' S00-09-12"W OF VICINITYMAP
<br /> 1/4 CORNER OF SEC. 20 (M)(A)
<br /> 1 in. =300 ft. SHEET 2 OF 3
<br /> Aft IIAL
<br /> Awl
<br /> OW 6
<br />
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