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PARCEL MAPS 26-051
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VOL 26 001-100
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PARCEL MAPS 26-051
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'I <br />2.5 <br />N82039'07"E 268.52' TO � <br />COR. 35'X67' PG&E EASEMENT <br />D.N. 2014-054808 FOR DETAILS } <br />FD. %" I. PIN, <br />"RCE 8189" PER (Rt) <br />-C.O.S. MON. 5S-17 <br />CL 15' WIDE PG&E EASEMENT <br />N:2158351.916 <br />E�� PER O.R. 3115-381 <br />:6341764.181 <br />PARCEL I <br />P. A- 22-145 20'WIDEPG&E EASEMENT PER - <br />S74°19'24" <br />CENTERLINE - W 4109 68' PER O.R. 205-381 <br />(4109.41' GRID) - -�- <br />S `j' - 35'X67 PG&E EASEMENT _ <br />60' WIDE PG&E EASEMENT PER- <br />PER D.N. 2014-054808 N N72°20'35"E 3443.63'(R1) _ O.R. 2754-125 <br />ZEPHYR STREET N72020'27"E 3443.44'(M) CENTERLINE <br />_ _ --- N72020'35"E 3215.08'(M)(R1) - - L / --- --- - - <br />400 r - T v - - --- <br />144436' -- - - - - - _-- -- ----� --- - - <br />25'X25 PG&E EASEMENT J 10 P.U.E. -_� 1770.72'- -- - <br />�-- --- N72°20'19"E 2347.94° - - w - � - T <br />N17°39'41' W 109.10'(R1) VARIABLE WIDTH PG&E L30� <br />-PER I.N. 89051198 SECTION LINE rn L29 - <br />PER PER 22/PM/145 EASEMENT PER O.R. BK 326-418 _ o <br />S72°20'19"W 670.72'(R1) S75`03'49"W 799.58' R1) ---- <br />S72'20'1 9"W 2212.50' <br />36 S67'49 . '( FROM N.E. COR. rn S72020'1 9"W 1023.53' <br />r <br />cFr, na (RI) <br />PARCEL 2 <br />P.M. 22-145 <br />20'P U.E. PER 22/PM/145 <br />i EAST LINE, SHARP'S LANE PARCEL 2 <br />30' EAST OF SEC. LINE PER MS 5-148 28.966 AC. �o <br />-L4 rmi <br />76.77' M) N80°22'30"E 491.00'(R2) <br />7x.77' (M) � <br />- 7_ 27=1) L6 CL PG&E EASEMENT r THREAD OF NORTH LITTLE N <br />I JOHN'S CREEK PER 17/PM/7 rn <br />L7 (NO WIDTH) PER (R2) M <br />-�-L5� -\ S88°53'30"E 990.00'(R2) Z <br />SECTION LINE <br />LOT 23 <br />I <br />INDUSTRIAL DRIVE M.&P. 34_ <br />C.O.S. MON. 33-4 <br />CL 40' WIDE PG&E <br />t-� <br />N60003'19"E 89.1' TO - <br />E:6342855.065 <br />L1 <br />NW COR. 25'X25' PG&E EASEMENT - <br />O.R.1562-221 <br />N17030'30"W <br />SEE I.N. 89051198 FOR DETAILS - <br />L3 <br />N15°02'52"W <br />END, S.J.CO. MON. <br />NII 3 <br />NW COR, SEC. 36 PER(R1) <br />151.99'(R1) <br />L5 <br />S77°07'49"W <br />o <br />f� <br />24'a <br />285.45'(R1) <br />1.7 <br />N45°04'03"W <br />216.94'(R1) <br />29.29' <br />E, <br />w '' CkZ <br />� <br />� <br />M <br />Q <br />L10 <br />o <br />N <br />m <br />(n u� <br />Road, Suite <br />100 <br />Z M <br />wow <br />209-943-2021 <br />www.sieyfriedeny.com <br />F x : 209-042-0214 <br />cc r <br />0 <br />o <br />my <br />s o <br />z <br />-C.O.S. MON. 5S-17 <br />CL 15' WIDE PG&E EASEMENT <br />N:2158351.916 <br />E�� PER O.R. 3115-381 <br />:6341764.181 <br />PARCEL I <br />P. A- 22-145 20'WIDEPG&E EASEMENT PER - <br />S74°19'24" <br />CENTERLINE - W 4109 68' PER O.R. 205-381 <br />(4109.41' GRID) - -�- <br />S `j' - 35'X67 PG&E EASEMENT _ <br />60' WIDE PG&E EASEMENT PER- <br />PER D.N. 2014-054808 N N72°20'35"E 3443.63'(R1) _ O.R. 2754-125 <br />ZEPHYR STREET N72020'27"E 3443.44'(M) CENTERLINE <br />_ _ --- N72020'35"E 3215.08'(M)(R1) - - L / --- --- - - <br />400 r - T v - - --- <br />144436' -- - - - - - _-- -- ----� --- - - <br />25'X25 PG&E EASEMENT J 10 P.U.E. -_� 1770.72'- -- - <br />�-- --- N72°20'19"E 2347.94° - - w - � - T <br />N17°39'41' W 109.10'(R1) VARIABLE WIDTH PG&E L30� <br />-PER I.N. 89051198 SECTION LINE rn L29 - <br />PER PER 22/PM/145 EASEMENT PER O.R. BK 326-418 _ o <br />S72°20'19"W 670.72'(R1) S75`03'49"W 799.58' R1) ---- <br />S72'20'1 9"W 2212.50' <br />36 S67'49 . '( FROM N.E. COR. rn S72020'1 9"W 1023.53' <br />r <br />cFr, na (RI) <br />PARCEL 2 <br />P.M. 22-145 <br />20'P U.E. PER 22/PM/145 <br />i EAST LINE, SHARP'S LANE PARCEL 2 <br />30' EAST OF SEC. LINE PER MS 5-148 28.966 AC. �o <br />-L4 rmi <br />76.77' M) N80°22'30"E 491.00'(R2) <br />7x.77' (M) � <br />- 7_ 27=1) L6 CL PG&E EASEMENT r THREAD OF NORTH LITTLE N <br />I JOHN'S CREEK PER 17/PM/7 rn <br />L7 (NO WIDTH) PER (R2) M <br />-�-L5� -\ S88°53'30"E 990.00'(R2) Z <br />SECTION LINE <br />LOT 23 <br />I <br />INDUSTRIAL DRIVE M.&P. 34_ <br />C.O.S. MON. 33-4 <br />CL 40' WIDE PG&E <br />N:2155062.355 <br />LENGTH <br />E:6342855.065 <br />EASEMENT PER <br />42.48'(R1) <br />O.R.1562-221 <br />LINE TABLE <br />LINE # <br />DIRECTION <br />LENGTH <br />Lt <br />N27°24'36"E <br />42.48'(R1) <br />L2 <br />N17030'30"W <br />284.89'(R1) <br />L3 <br />N15°02'52"W <br />240.22'(R1) <br />L4 <br />N17°30'30"W <br />151.99'(R1) <br />L5 <br />S77°07'49"W <br />177.93'(R1) <br />L6 <br />S62026'26"W <br />285.45'(R1) <br />1.7 <br />N45°04'03"W <br />216.94'(R1) <br />29.29' <br />N73°11'34"W <br />62.27'(R1) <br />EL9L8 <br />S66°48'58"W <br />70.93'(R1) <br />L10 <br />853°29'40"W <br />175.77'(R1) <br />12 <br />T \' <br />LOT 22 <br />154 <br />LINE TABLE <br />LINE # <br />DIRECTION <br />LENGTH <br />L11 <br />S80045'16"W <br />133.16'(R1) <br />L12 <br />N71045'36"W <br />244.09'(R1) <br />L13 <br />N88°58'59"W <br />70.75'(R1) <br />L14 <br />S84°30'58"W <br />82.06'(R1) <br />L15 <br />S75°35'56"W <br />107.54'(R1) <br />L16 <br />S60022'41"W <br />57.00' <br />L17 <br />S60°22'41"W <br />29.29' <br />L18 <br />S63°39'37"W <br />185.32'(R1) <br />L19 <br />N87°31'57"W <br />266.02'(R1) <br />L20 <br />S53014'23"W <br />240.78'(R1) <br />PARCEL1 <br />43.455 AC. <br />SAN JOAQUIN COUNTY FLOOD <br />CONTROLEASEMENT <br />(SEE NOTE, SHEET 1) <br />1 <br />I <br />PARCEL 4 <br />P.M. 22-145 <br />250' <br />25 <br />N17°10'51"VV <br />IO <br />212.74'(R1) <br />P.U.E. PER 22 PM/145 -� <br />I I ft=1500.00' L=288.13' <br />C2 ) A-11°00'2.0" <br />CH=N11°40'40"W 287.68'(R1) <br />1 72, <br />L28 1 1. PARCEL 3 <br />�) ' �V P.M. 22-145 <br />ACCESS EASEMENT <br />PER I.N. 2003-167844 <br />SEE SAID I.N. FOR DETAILS <br />WELL SITE PER <br />D.N. 2003-167844 <br />13 <br />L18 <br />L16 L17 L19 L20 <br />L21 L <br />'/01 - L22 l L23 v, <br />-_ <br />cR o <br />L15 --- <br />LO r 24 - -�- <br />PAR. 21A. PAR. 21 B - - - - - <br />P.M. 22-86 PAR. 1 PAR. 2 PAR. 2 <br />I <br />LINE TABLE <br />LINE # <br />DIRECTION <br />LENGTH <br />L21 <br />S67°56'30"E <br />176.33'(Rt) <br />L22 <br />S73013'52"W <br />360.03'(Rt) <br />L23 <br />S72°52'52"W <br />210.83'(R1) <br />L24 <br />S72052'52"W <br />155.64'(R1) <br />L25 <br />317°19'42"E <br />70.00'(R1) <br />L26 <br />S72°52'52"W <br />140.00'(R1) <br />L27 <br />S17019'42"E <br />80.30'(Rt) <br />L28 <br />S6°10'30"E <br />237.15'(R1) <br />L29 <br />S17°10'51"E <br />146.44'(R1) <br />L30 <br />S62025'08"E <br />42.25'(R1) <br />LEGEND: <br />ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS (S.J.C.R.), UNLESS OTHERWISE NOTED. <br />O.R OFFICIAL RECORDS, BOOK -PAGE PUE PUBLIC UTILITY EASEMENT <br />I.N. INSTRUMENT NUMBER (R) RADIAL BEARING <br />D.N. DOCUMENT NUMBER (M) MEASURED DATA <br />M.&P. BOOKS OF MAP AND PLATES, VOLUME -PAGE (R#) RECORD DATA (SEE REFERENCES) <br />R.S. RECORD OF SURVEY, BOOK -PACE SFN SEARCHED, FOUND NOTHING <br />0' 50' 200' 400' P.M. PARCEL MAP, BOOK -PAGE <br />1111 ACCESS RIGHTS RELINQUISHED AS NOTED <br />C.R. CORNER RECORD, YEAR -PAGE <br />SCALE: 1"=200' FD. FOUND3 c <br />RB. REBAR FD. /a^ REBAR W/CAP STAMPED IS 4334" <br />I.P. IRON PIPE PER PM 22-145 <br />B.D. BRASS DISK CENTERLINE MONUMENT PER PM 22-145, <br />U UNLESS NOTED OTHERWISE <br />P. VA. 23-107 <br />P.1'/1. 24-163 <br />CURVE TABLE <br />CURVE# <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD BEARING <br />Ct <br />299.00(R1) <br />1536.00 <br />11°09'12" <br />S11°45'06"E298.53' <br />C2 <br />281.21(R1) <br />1464.00 <br />11°00'20" <br />S1 1'40'40"E 280.78' <br />REFERENCES: <br />(R1) P.M. 22-145 <br />{R2) O.R. 249-25 <br />BASIS OF BEARINGS: <br />BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA <br />COORDINATE SYSTEM 83, ZONE 3. A LINE BETWEEN CITY OF STOCKTON MONUMENTS <br />NO. 3S-4 AND NO. 5S-17 BEARS N18°20'48"W AS CALCULATED FROM CITY OF STOCKTON <br />TRAVERSE CONTROL MONUMENT SURVEY, PHASE XII & XIII FILED FOR RECORD IN BOOK <br />33 OF SURVEYS, AT PAGE 20, SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN <br />ARE GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.9999332 TO OBTAIN <br />GRID DISTANCES (EPOCH DATE 1991.35). <br />MONUMENTS SET: <br />REBAR 3/4" IN DIAMETER, 30" LONG WITH CAP ATTACHED AND STAMPED "P.L.S. 8247" <br />FOR UNPAVED AREAS, 3 x0.35" STEEL NAIL WITH 1 1/2" ALUMINUM WASHER STAMPED <br />"P.L.S. 8247" FOR ASPHALT CONCRETE AREAS OR 1.17" BRASS DISK STAMPED "P.L.S. <br />8247" FOR CONCRETE AREAS, SHOWN THUS: ire <br />LOT 17 <br />Ivi.&P. <br />34-54 <br />,_N6°10'30"W <br />237.15'(R1) <br />) <br />R= 1500.00' L=291.99' <br />A=11 °09'12" <br />CH=S11°45'06"E 291.53'(R1) <br />N17°19'42"W <br />- -150.44'(R1) <br />0 <br />P.M. 22-123 <br />A RESUBDIVISION OF PARCEL 2 OFA PARCEL MAP FILED IN BOOK 22 OF PARCEL MAPS AT <br />PAGE 145, SAN JOAQUIN COUNTY RECORDS, A PORTION OF SECTION 36. C.M.WEBER GRANT <br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA <br />JANUARY 2016 SHEET 2 OF 2 <br />3 <br />EN GfE E R I N G <br />STRUC It);;Al. <br />�q <br />8244 Brookside <br />Road, Suite <br />100 <br />Stockton, <br />California 95219 <br />209-943-2021 <br />www.sieyfriedeny.com <br />F x : 209-042-0214 <br />
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