|
2-1/2" BRASS DISK STAMPED
<br />"CITY OF LODI GPS SURVEY
<br />MONUMENT LS 6953 D0509" (K)
<br />FND 3/4" IRON ROD
<br />C, NO TAG ON SECTION
<br />Z LINE (A)
<br />a FND 3/4" IRON PIN
<br />/ TAGGED RCE 8189
<br />�,^
<br />578.47' T
<br />\
<br />FND 3/4" IRON ROD
<br />TAGGED RCE 8189
<br />0.1' SOUTH
<br />OF SECTION LINE (A)
<br />SECTION LINE
<br />[J 42.90
<br />oV v
<br />DETAIL A �-
<br />�I\
<br />FND 3/4" IRON ROD o
<br />u
<br />\ \ \ z TAGGED RCE 19633
<br />v v v AT 1 /4 SECTION CORNER (A.)
<br />\ 0
<br />Lr
<br />FND #'5 REBAR NO TAG
<br />\ o vv 0.5 DEEP (r)
<br />S v N v FND IRON SPIKE NO TAG (F)
<br />Soo v
<br />a \
<br />v 26_ 2L� o
<br />cil-
<br />Oj O
<br />a
<br />\ \
<br />v r)
<br />Ly
<br />\ \
<br />V�TAI I_ A \\ s\,
<br />\ \ o S89' 06' 152W
<br />NOT TO SCAT E n
<br />2-1/2" BRASS DISK STAMPED
<br />"CITY OF LODI GPS SURVEY
<br />MONUMENT LS 6953 H1090" (K)
<br />NOTES:
<br />1. THIS MAP CONTAINS 66.16 ACRES
<br />2. ALL DISTANCES ARE IN FEET AND CURVES ARE
<br />DIMENSIONED WITH RADIUS, LENGTH AND DELTA.
<br />3. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE
<br />NOTED
<br />^. REQUIREMENTS OF THE CITY OF LODI MUNICIPAL
<br />CODE FOR THE DEDICATION OR RIGHTS-OF-WAY,
<br />EASEMENT, ABANDONMENT OF UNDERGROUND TANKS
<br />AND WELLS, PAYMENT OF FEES AND INSTALLATION
<br />OF OFFSITE STREET IMPROVEMENTS AND UTILITIES
<br />HAVE NOT BEEN MET AT THIS TIME AND MUST BE
<br />MET PRIOR TO DEVELOPMENT OR ISSUANCE OF A
<br />BUILDING PERMIT OR WHEN REQUESTED BY THE
<br />CITY.
<br />5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY
<br />RECORDS AND BOOK OR VOLUME PRECEDES PAI<GE.
<br />v \ ,2.90
<br />TURNER ROAD
<br />S 89°36' 0�"E
<br />2154.26'
<br />- - - N89' 54' 54"W
<br />127.60'(M) 127.50' (D)
<br />FND MON BOX
<br />UNDER PAVEMENT
<br />UNABLE TO REACH (D)
<br />^
<br />a
<br />.J_
<br />L0 O) Z) O
<br />�I v
<br />Lo c pj O
<br />9 > W ro
<br />o 0 r7
<br />O J11,
<br />Lf) 5
<br />O j 9 U
<br />O cr O O
<br />0
<br />z o in _
<br />z O o
<br />FND 3/4" IRON ROD (D)
<br />�.. O 0
<br />L=132.55, R=x22.50
<br />=9'14'OI , (im)(D)-,�
<br />CH: N4' 43' 59"E 132.41
<br />N9' 20' 59"E
<br />N9' 13'W. (D)-�„I
<br />176.50' (M)(D)
<br />FND 3/4" IRON ROD (D)
<br />S89` 27' 16"E S89' .34'E (D)
<br />143.66' (M)(D)
<br />7)� L=329.25, R=1109.67
<br />A 17'0 DID 0
<br />CH: N81' 06' 15"W 328.04 (J)
<br />FND IRON PIPE NO TAG
<br />0.8' DEEP (D)(E)
<br />0.2' WEST OF FENCE
<br />O
<br />r
<br />A O
<br />r- w
<br />V�
<br />w
<br />�o=
<br />oa
<br />r - WITNESS CORNER
<br />0 o S50' 43' 37"W
<br />0 0 / 5.04'
<br />N 1
<br />N89�' 25' 44"W
<br />PARCEL 1
<br />65.57 AC.
<br />FND AXLE AT SECTION'-]
<br />CORNER 2' DEEP (A)
<br />1 .413.73'
<br />572° 3" 15"E. . .."
<br />11.3.18'
<br />1=202.83, R=160.00
<br />A=72°38'0^"
<br />CH: N36` 1 T 13"4'J 189.52
<br />FND IRON ROD (A)
<br />FND IRON ROD (A)
<br />WITNESS CORNER
<br />1\146' 11' 02"W NO' 05' 30"E
<br />5.04 160.00'
<br />,
<br />�S\ �T\
<br />� C , \1
<br />N89' 25' 44"W
<br />386.99° C N89° 25' 44"'W
<br />160.75'
<br />SET CONCRET? NAIL
<br />IN FENCE CORNER BASE
<br />PAF CSL 2 -
<br />0.59 AC. <
<br />�v 1386.99' EXISTING FENCE NO' 05' 30`
<br />0.1' NORTH
<br />160.00'
<br />1386.99'
<br />N89° 25' 44"'v{/ 1547.7
<br />NO' 17' 12"E
<br />- FND3/4" IRON ROD (D) NO' 35' 30'V! (H)
<br />2.50 '(J,I)(H)
<br />247 36' 247 42' (B) 2117 00' (H)
<br />160.75
<br />\7 ,
<br />138.70' (C
<br />FND !ROW ROD (C) -
<br />95.43' 95.47' (C
<br />FND IRON ROD (C) -
<br />112.90' 113.28' (C)-
<br />w
<br />D
<br />a
<br />rn
<br />J
<br />J
<br />_ It
<br />180.07' (B) 180.00' (1)-,,
<br />FND 3/4" IRON ROD (B)(H) -
<br />iN89' 28' 03"W 34.88'
<br />246.48' (B) 247.00' (H)- � CITADE'VV/ N89' 51' 30"W 34.81 (H)
<br />L Y
<br />N89' 26 23'"'W 493.84
<br />N89' 55' 40"W =93.90' (B)
<br />- FND 3/4" IRON ROD (B)(H)
<br />0
<br />co
<br />W
<br />t
<br />.r
<br />N
<br />w
<br />0
<br />10
<br />0
<br />1\189' 54' 30"W
<br />30.00'
<br />NO* 05' 30"E
<br />303.34'
<br />PORTION OF THE NORTHEAST" QUARTER OF
<br />'SE CTOTI 3, T. 3 N., R. 6 E., M.D.B. L, M.
<br />CITY OF LODI, SAN JOAQUINCOUNTY, CALIFORNU
<br />PREPARED BY
<br />C04
<br />[ LTi ', t Sr-. O CJ C.,J 1114c.
<br />EAG--, IDAHO JUNE 2018
<br />SCALE 1" = 200'
<br />BASIS OF BEARINGS:
<br />BEARINGS AND GRID DISTANCES ARE BASED Oil THE
<br />2007 NATIONAL READJUSTMENT OF THE NORTH
<br />AMERICAN DATUM OF 1983 (NAD83(2007)). A LINE
<br />BETWEEN CITY OF LODI \,10NUMENTS NO. D0509 AND
<br />NO. H1090 BEARS SOUTH 470186 20' 36" EAST AS
<br />CALCULATED FROM "CITY OF LODI G.P.S. CONTROL
<br />NETWORK", FILED FOR RECORD IN BOOK 37 OF
<br />SURVEYS, AT PAGE 50, SAN .JOAQUIN COUNTY
<br />RECORDS. ALL DISTANCES ARE GROUND LEVEL
<br />DISTANCES AND MUST BE MULTIPLIED BY
<br />0.999948009 TO OBTAIN GRID DISTANCES.
<br />NIONUiMENTS:
<br />X10° 06'
<br />59"F
<br />YSEDRIVEMJ
<br />E J��
<br />� NO° 01'
<br />00"W (D)
<br />3/4" DIA.
<br />110.00'
<br />(M)(D)
<br />TAGGED L.S. 8199
<br />N40` 18'
<br />15"E 35.66
<br />DENOTED
<br />c
<br />N39' 52'
<br />00"E 35 60 (D)
<br />1386.99'
<br />N89° 25' 44"'v{/ 1547.7
<br />NO' 17' 12"E
<br />- FND3/4" IRON ROD (D) NO' 35' 30'V! (H)
<br />2.50 '(J,I)(H)
<br />247 36' 247 42' (B) 2117 00' (H)
<br />160.75
<br />\7 ,
<br />138.70' (C
<br />FND !ROW ROD (C) -
<br />95.43' 95.47' (C
<br />FND IRON ROD (C) -
<br />112.90' 113.28' (C)-
<br />w
<br />D
<br />a
<br />rn
<br />J
<br />J
<br />_ It
<br />180.07' (B) 180.00' (1)-,,
<br />FND 3/4" IRON ROD (B)(H) -
<br />iN89' 28' 03"W 34.88'
<br />246.48' (B) 247.00' (H)- � CITADE'VV/ N89' 51' 30"W 34.81 (H)
<br />L Y
<br />N89' 26 23'"'W 493.84
<br />N89' 55' 40"W =93.90' (B)
<br />- FND 3/4" IRON ROD (B)(H)
<br />0
<br />co
<br />W
<br />t
<br />.r
<br />N
<br />w
<br />0
<br />10
<br />0
<br />1\189' 54' 30"W
<br />30.00'
<br />NO* 05' 30"E
<br />303.34'
<br />PORTION OF THE NORTHEAST" QUARTER OF
<br />'SE CTOTI 3, T. 3 N., R. 6 E., M.D.B. L, M.
<br />CITY OF LODI, SAN JOAQUINCOUNTY, CALIFORNU
<br />PREPARED BY
<br />C04
<br />[ LTi ', t Sr-. O CJ C.,J 1114c.
<br />EAG--, IDAHO JUNE 2018
<br />SCALE 1" = 200'
<br />BASIS OF BEARINGS:
<br />BEARINGS AND GRID DISTANCES ARE BASED Oil THE
<br />2007 NATIONAL READJUSTMENT OF THE NORTH
<br />AMERICAN DATUM OF 1983 (NAD83(2007)). A LINE
<br />BETWEEN CITY OF LODI \,10NUMENTS NO. D0509 AND
<br />NO. H1090 BEARS SOUTH 470186 20' 36" EAST AS
<br />CALCULATED FROM "CITY OF LODI G.P.S. CONTROL
<br />NETWORK", FILED FOR RECORD IN BOOK 37 OF
<br />SURVEYS, AT PAGE 50, SAN .JOAQUIN COUNTY
<br />RECORDS. ALL DISTANCES ARE GROUND LEVEL
<br />DISTANCES AND MUST BE MULTIPLIED BY
<br />0.999948009 TO OBTAIN GRID DISTANCES.
<br />NIONUiMENTS:
<br />N89' 54' 30"'W
<br />30.00' LOT CORNERS
<br />SET
<br />3/4" DIA.
<br />BY
<br />24" LONG REBAR
<br />TAGGED L.S. 8199
<br />DENOTED
<br />c
<br />UNLESS
<br />OTHERWISE NOTED
<br />r rr RI'� 'E
<br />r��r _S:
<br />_r�
<br />(A� R.S. 37-94
<br />GR.S.
<br />6 -204
<br />(B P.M. 21-185
<br />H�
<br />M&P
<br />2,;-97
<br />(C M&P 17-20
<br />1)
<br />M&P
<br />24--86
<br />D M&P 18-04
<br />J)
<br />O.R.
<br />1878--264
<br />E M&P 19-13
<br />K)
<br />R.S.
<br />37-50
<br />F M&P 19-6
<br />FND j¢ 5 REBAR
<br />NO TAG (C)
<br />r,
<br />R
<br />30.00'
<br />30.27'
<br />c, 30.33'
<br />0
<br />r-�
<br />n
<br />I EGFND:
<br />S. J. C. R.
<br />R.S.
<br />P.M.
<br />M.&P.
<br />0. R.
<br />N.
<br />FND.
<br />(M)
<br />S.F.N.
<br />R -O -W
<br />CALC.
<br />D. N.
<br />B.D.B.
<br />D`--
<br />N89' 28' 03"'W N89' 54' OO"W (B)
<br />470.81' (M)(B) 470.84 (1)
<br />FND 3/4" IRON ROD (B)(H)
<br />SAFI JOAQUIN COUNTY RECORDS
<br />RECORD OF SURVEY, BOOK -PAGE, S.J.C.R.
<br />PARCEL_ +IAP, BOOK -PAGE, S.J.C.R.
<br />MAPS & PLATS, VOLUME - PAGE, S. J. C. R.
<br />OFFICIAL RECORD, BOOK - PAGE, S.J.C.R.
<br />INSTRUMENT NUMBER, S.J.C.R.
<br />FOUND
<br />MEASURED
<br />SEARCHED AND FOUND NOTHING
<br />RIGHT-OF-WAY
<br />CALCULATED
<br />DOCUMENT NUMBER, S.J.C.R.
<br />BASIS OF BEARINGS
<br />FOUND MONUMENT AS NOTED
<br />FOUND MONUMENT AS NOTED IN MON. BOX
<br />SFIEET ?_ OF 2
<br />
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