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N. LINE SECTION 26
<br />S.F.N.
<br />3/4" REBAR PER (R3)
<br />PARGI L 1 P.M. 17-145
<br />O.R. 2411-263
<br />R.S. 20123
<br />P.M. 11-145
<br />DESIGNATED REMAINDER
<br />O.R. 2411-263
<br />FD. 3/4" REBAR WITH CAP /
<br />STAMPED "L.S. 4334" (R3)
<br />TIDEWATER SOUTHERN RAILWAY CO.
<br />"DESIGNATED REMAINDER"
<br />14.60 AC
<br />N.A.P.
<br />S.F.N. S72050'56"W
<br />3/4" REBAR 119.49'(R1)
<br />PER (R3) N4505404"W 228.12'(R1)
<br />N46015'W R2 S.F.N.
<br />3/4" REBAR
<br />PER (R3)
<br />S67°34'49"W 11.00'
<br />rn
<br />t,!
<br />20' PRIVATE STORM
<br />DRAIN EASEMENT
<br />PARC
<br />11.32
<br />I�
<br />R.S. 10-195
<br />O.R. 1998-503 O.R. 2-16•-24
<br />S47°29'54"E 2121.29'(R1 }(R3)
<br />1889.54'(R1 }(R3) N
<br />r-1�
<br />I II
<br />I l
<br />I I
<br />I
<br />I
<br />60' NO -BUILD EASEMENT
<br />L 1 FOR THE BENEFIT I I
<br />OF PARCELS 182 I I
<br />I f
<br />R=150.00' L=170.1 T I I
<br />I / x -65° L -WOO' _ I
<br />CH=S10°04'49"W 161.19 16' PRIVATE ACCESS AND
<br />S22°25'11"E 25.45' PRIVATE UTILITY
<br />R=160.00' L=69.81'
<br />6=25°00'00"
<br />EASEMENT I w
<br />20' PRIVATE STORMR=88.00' L�3.53' X
<br />DRAIN EASEMENT �=41°21'51" w
<br />Lu
<br />CH=N26044'15"W 62.16'
<br />°
<br />I
<br />I
<br />I
<br />PARCEL 2 I
<br />10.83 AC
<br />tn
<br />w 1
<br />w )
<br />Z
<br />cn
<br />w
<br />w
<br />R=160.00' L=76.76'
<br />=27°29'22"
<br />CH=S61 °0952"E 76.03'
<br />cZ7vmw- I I F>
<br />\ FD. 3/4" REBAR WITH CAP
<br />STAMPED "L.S. 4334" (R3)
<br />R=3295.00' L=73.31'
<br />CH=N4°06`11"W 73.31'
<br />FD. 3/4" REBAR WITH CAP
<br />S85-15-34-W(RAD)STAMPED "L.S. 4334" (R3)
<br />R=3295.00' L=104.44'
<br />=1°48'58"
<br />S86032'03'W(RAD) ; CH=S2°33'28"E 104.44'
<br />FD. 3/4" REBAR WITH CAP
<br />STAMPED "L.S. 4334" (R3)
<br />S.F.N. 55'
<br />3/4"REBAR PER ( R3)110' ABUTTER'S RIGHTS
<br />R=5693.65' L=172.72' -1 \ 65
<br />d=1°44'17" I � E RELINQUISHED
<br />BK. 3161, PG 468
<br />CH=N46°3T46"W 172.71'(R3) I (I \ ,'L1
<br />60' NO -BUILD EASEMENT I ( S88°21'01"VW(RAD)
<br />FOR THE BENEFIT - R=3295.00' L=723.08'
<br />12°34`25"
<br />OF PARCELS 3&4 CH=S4°38'14"W 721.63'(R4)
<br />R=3285.00' L=712.79'
<br />=12025'56"
<br />CH=N4°23'13"E 711.39'(R4)
<br />PARCEL 3 PARCEL 4
<br />7.72 AC 7.55 ACS'
<br />EX. SEWER PUMP STATION
<br />EASEMENT LIMITS
<br />I I.N. 2021-181177
<br />( I S.F.N.
<br />314" REBAR
<br />PER (113) PUBLIC RIGHT OF WAY
<br />- - 90' NO -BUILD EASEMENT ( .�yJ��a EASEMENT
<br />l�f I.N. 2022-088782 S.J.C.R.
<br />FOR THE MUTUAL BENEFIT X19 / SEE SHEET 5
<br />R=88.00' L=42.22' I I I OF PARCELS 3 AND 4 R=4144.56'
<br />L - -- -- -- - -" - _ CH=S34°55'11 "E 69.26' N2 ° ��' \ �` R=160.00' L=115.51' I 1"=27°29'22 ( I J R=160. =30"00 OO" /L'' L =404345.9r
<br />4 °46'58"
<br />_ 0 �p _ CH=N61 09 52"W 41.82 L - _F
<br />X4`1 c -41°21'51" - - - - - - - - - - - _ CH -S62 2511E 82.82 CH=S13°18'55*W
<br />�. _ u e .
<br />CH=S26°44'15"E 113.02' ------ ----------- -� SEE SHEET 5 345.8T
<br />(,Q7) --- o - - - - - - - / I DETAIL (R4)
<br />_ S47 2511E 367.93' 16' PRIVATE ACCESS AND N47-25'1 IV 752.16' EX. SANITARY
<br />�`''F PRIVATE UTILITY EASEMENT S77°25'11"E 91.58' I
<br />� � SEWER EASEMENT
<br />p � SEE SHEET 5
<br />.4,pC AI0-14
<br />DETAIL C / N52° 103"W 373.03' LIMITS
<br />R.S. 12-192 i \ -1 p N52°0(i'03"W 383•> (R1) I.N. 2021-181177
<br />t94 04 N51°46'53"W 1212.90'(R1)
<br />of
<br />75 150 300 / \
<br />�9
<br />SCALE: 1"=150' i
<br />EX. 20' R.U.E. PER
<br />/ I.N. 92113628 (S.J.C.R.)
<br />i
<br />- - - - - - - - - -
<br />R.S. 2? -157
<br />i
<br />LEGEND:
<br />O.R.
<br />OFFICIAL RECORDS, BOOK -PAGE
<br />R.S.
<br />RECORD OF SURVEY BOOK -PAGE
<br />P.M.
<br />PARCEL MAP BOOK -PAGE
<br />FD
<br />FOUND
<br />D.N.
<br />DOCUMENT NUMBER
<br />N.A.P.
<br />NOT A PART
<br />RB
<br />REBAR
<br />CL
<br />CENTERLINE
<br />RNV
<br />RIGHT OF WAY
<br />S.F.N'.
<br />SEARCHED, FOUND NOTHING
<br />(M)
<br />MEASURED DATA
<br />(R#)
<br />RECORD DATA (SEE REFERENCES)
<br />PAR
<br />PARCEL
<br />(M)
<br />MEASURED
<br />CH=
<br />CHORD
<br />L=
<br />LENGTH
<br />R=
<br />RADIUS
<br />0=
<br />CENTRAL ANGLE
<br />RAD
<br />RADIAL BEARING
<br />I.N.
<br />INSTRUMENT NUMBER
<br />LLA
<br />LOT LINE ADJUSTMENT
<br />♦
<br />MONUMENT FOUND AS NOTED
<br />- - -
<br />EASEMENT
<br />-0-
<br />SET MONUMENT
<br />----
<br />INTERIOR LOT LINES
<br />--
<br />EXTERIOR BOUNDARY
<br />REFERENCES:
<br />(R1)
<br />D.N. 2018-128595
<br />(R2)
<br />D.N. 2018-080255
<br />(R3)
<br />R.S. 35-039
<br />(R4)
<br />D.N. 2022-088782
<br />ALL REFERENCES ARE PER
<br />SAN JOAQUIN COUNTY RECORDS.
<br />SIGNATURE OMISSIONS:
<br />PURSUANT TO SECTION 66436 OF THE CALIFORNIA SUBDIVISION MAP ACT, THE SIGNATURES OF THE
<br />FOLLOWING PARTIES HAVE BEEN OMITTED:
<br />1. PACIFIC GAS AND ELECTRIC COMPANY, AN EASEMENT FOR TELEPHONE LINES AND INCIDENTAL
<br />PURPOSES, O.R. 351-199, S.J.C.R., RECORDED DECEMBER 11, 1930, LOCATION OF EASEMENT ISNOT
<br />PLOTTABLE FROM RECORD INFORMATION.
<br />2. COUNTY OF SAN JOAQUIN, AN EASEMENT FOR EXISTING IRRIGATION PIPELINE AND INCIDENTAL
<br />PURPOSES, O.R. 3225-549, S.J.C.R., RECORDED JULY 19,1968, LOCATION OF EASEMENT IS NOT
<br />PLOTTABLE FROM RECORD INFORMATION.
<br />3. CITY OF STOCKTON, AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES,
<br />I.N. 92113628, S.J.C.R., RECORDED SEPTEMBER 28, 1992.
<br />4. ARMOTO PARTNERS, LLC, AN EASEMENT FOR UTILITIES, INTERIM SEWER PUMP STATION AND
<br />INCIDENTAL PURPOSES, I.N. 2021-181177, S.J.C.R., RECORDED OCTOBER 28, 2021.
<br />5. CITY OF STOCKTON, AN EASEMENT FOR RIGHT-OF-WAY AND INCIDENTAL PURPOSES,
<br />I.N. 2022-088782, S.J.C.R., RECORDED JULY 22, 2022.
<br />BASIS OF BEARINGS:
<br />A COURSE OF S47°2954"E FOR THE SOUTHWESTERLY LINE
<br />OF 72 FT. WIDE TIDEWATER SOUTHERN RAILWAY CO. (R3).
<br />NOTES:
<br />1. FOR EASEMENT DIMENSIONS, SEE SHEET 6.
<br />2. A TELEPHONE LINE EASEMENT AFFECTS THE SUBJECT PROPERTY PER O.R.
<br />351-199, S.J.C.R., RECORDED DECEMBER 11, 1930, BUT IS NOT PLOTTABLE FROM
<br />RECORD.
<br />3. AN IRRIGATION CULVERT AFFECTS THE SUBJECT PROPERTY PER O.R. 3225-549,
<br />S.J.C.R., RECORDED JULY 19,1968, BUT IS NOT PLOTTABLE FROM RECORD.
<br />MONUMENTS SET:
<br />REBAR 3/4" IN DIAMETER, 30' LONG WITH CAP ATTACHED AND STAMPED "P.L.S.
<br />8660" FOR UNPAVED AREAS, 3"x0.35" STEEL NAIL WITH 1 1/2" ALUMINUM WASHER
<br />STAMPED "P.L.S. 8660" FOR ASPHALT CONCRETE AREAS OR 1.17" BRASS DISK
<br />STAMPED "P.L.S. 8660" FOR CONCRETE AREAS, SHOWN THUS:
<br />C.O.S. 2402
<br />PARCEL MAP
<br />A PORTION OF SECTION 26, C.M.WEBER GRANT,
<br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN,
<br />STATE OF CALIFORNIA
<br />MARCH, 2024 SHEET 3 OF 6
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