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N42034'00"E <br />211.09 <br />20' PRIVATE STORM <br />DRAIN EASEMENT <br />w <br />N35°37'37'E 68.84'(TIE) <br />60' NO -BUILD EASEMENT r <br />FOR THE BENEFIT <br />OF PARCELS 1 AND 2 i - S47°25'11"E 60.00' <br />N42°34'49"E 296.68'(TIE) o I I c <br />N47026'OOV 36.25' PARCEL 1 W I I i: <br />cn <br />N4234'00" ' E 211.09 <br />20' PRIVATE STORM ° <br />�-1 11.32 AC 0 <br />DRAIN EASEMENT I ( POINT OF TERMINATION <br />16' PRIVATE ACCESS I PARCEL 2 <br />AND PRIVATE UTILITY I I 10.83 AC <br />EASEMENT <br />S22025'11'E 205.00' L <br />:�:.. R=124.00' L=54.11' N47°25'11"W60.83' <br />=25°00'00" � <br />CH=SWS5'11"E 53 8' R=124.00' L=89.52' 1fi' PRIVATE ACCESS AND <br />DETAIL D `� �� �=41°21'51" PRIVATE UTILITY <br />THIS SHEET �S47025'11'E 343.88' CH=N26°44'15"W 87.59' EASEMENT R=124.00' L=29.75' <br />----- <br />--_ _ _ _- - - I=1304441" <br />------ - - - - - - - � � _= -- CH=N68°02'12'W 29.68' <br />20' PRIVATE STORM ' <br />I S6°03'20"E 186.07 R=124.00 L=59.49 <br />DRAIN EASEMENT \�� R=124.01' L=89.08' .0=27020j22" 27° 29'22 <br />N25°36'30"W 301.82' A=4100922" CH=S61° 09'52w E 58.92' <br />CH=S26°38'03'E 87.17' S47025'11"E 368.38' <br />POINT OF TERMINATION <br />16' PRIVATE ACCESS PARCEL 1 <br />AND PRIVATE UTILITY 11.32 AC <br />I EASEMENT <br />S22025'11"E 205.00' <br />` R=124.00' L=54.11' <br />=25°00'00" <br />CH=S34055'11"E 53.68' <br />S47°25' 11 "E 343.88' <br />N25036'30"W 309.53' <br />20' PRIVATE STORM <br />\ -�---- <br />DRAIN EASEMENT <br />DE_ <br />SCALE: 1'=60' <br />v <br />�2 -ql E <br />S47025'11"E 60.00' �I \ \ \ <br />60' NO -BUILD EASEMENT r \ <br />FOR THE BENEFIT \ <br />OF PARCELS 3 AND 4 r <br />( 25'7"E 115 ( S80°33'31 "E 123.02'(TIE) <br />N422.2 \ <br />\ \ <br />S42 -34-49-W 121.25' \ <br />L J <br />\ 9/ <br />N47°25'11"W 60.83' PARCEL 4 <br />I I \ op% <br />I PARCEL 3 I 7.55 AC \ <br />7.72 AC EX. SEWER PUMP STATION \ �� <br />EASEMENT LIk4TS <br />I.N. 2021-181177 <br />90' NO -BUILD EASEMENT FOR THE I <br />MUTUAL BENEFIT I <br />I I OF PARCELS 3 AND 4 <br />S47°25'11"E 89.17 I \ <br />° <br />r= S6°19'46'W 199.59(TIE) <br />R=4144.56' L=4.49' <br />I°=0a03'43" <br />CH=S10°57'18"W 4.49' <br />(TIE) <br />S42 34'49"W 105.25' POINT OF TERMINATION <br />S77025'11"E 57.39' EX. 20' P.U.E. PER <br />N42°34'49"E 121.25' r - R=124.00' L=64.93" ( / I.N. 92113628 <br />R=124.00' L=29.75' I D=30°00'00" // \ <br />A=13°44'41" S42°3449"W 16.00' I CH=S62°2611"E POINT OF TERMINATION <br />CH=N54°1T31"W 29.68' I ,�- N47025'11*W 28.33' 64.19' 20'STORM DRAIN <br />- - - - N47025111 -mW -W.9 - S47°25'11"E 752.16' <br />--- i .i EASEMENT <br />_-__--_-_--_--_---- - - - <br />--------_ _ _ =__-_- � ` / S50°38'40"E 91.W(TIE)IE) <br />S8°09'30"W79.61' E ---------� I <br />SEE DETAIL <br />\/� / S SHEET E <br />N77°57'29"W 251.02' <br />TH <br />\\ / <br />S52°00'03"E <br />210.48'(TIE) <br />S72°40'00"E 1833.60' // EX. SANITARY <br />SEWER EASEMENT \ <br />LIMITS <br />I.N.2021-181177 <br />EX. 20' P.U.E. PER <br />I.N. 92113628 (S.J.C.R.) <br />- - - - - - - - - - - - - - - - -------- <br />THIS SHEET IS FOR EASEMENT MAPPING <br />LEGEND: PURPOSES ONLY. CENTERLINES AND/OR TIES TO <br />O.R. OFFICIAL RECORDS, BOOK -PAGE BOUNDARY LINES ARE SHOWN. SEE REFERENCE <br />R.S. RECORD OF SURVEY BOOK -PAGE DOCUMENTS FOR ALL PARTICULARS. <br />P.M. PARCEL MAP BOOK -PAGE <br />FD FOUND <br />S6°19'46"W 199.59'(TIE) D.N. DOCUMENT NUMBER <br />lam, N.A.P. NOT A PART <br />RB REBAR <br />" R=4144.56' L=4.49' CL CENTERLINE <br />S47°25'11"E 752.16' R=29.50' L=23.55 �� ° RNV RIGHT OF WAY <br />=45 4406 l CH =S10 0343"5718"W 4.49' S.F.N. SEARCHED, FOUND NOTHING <br />1 R=124.00' L=64.93' CH=S54°33'08"E (M) MEASURED DATA <br />- J A=30000'00' 22.93' / " , (TIE) (R#) RECORD DATA (SEE REFERENCES) <br />CH=S62°25'11'E S77° 2511E 30.74 <br />i� ` PAR PARCEL <br />64.19' (M) MEASURED <br />S77025'1 1"E 57.39' CH= CHORD <br />- L= LENGTH <br />R= RADIUS <br />N40°1 T22"E & CENTRAL ANGLE <br />N77°5T29"W 322.12' �� 219.94' RAD RADIAL BEARING <br />72°40'00"E 1833.60' f / ' I.N. INSTRUMENT NUMBER <br />I \ LLA LOT LINE ADJUSTMENT <br />DETAIL - • MONUMENT FOUND AS NOTED <br />SCALE: 1"=150' - EASEMENT <br />-C}- SET MONUMENT <br />REFERENCES: <br />(R1) D.N. 2018-128595 <br />(R2) D.N. 2018-080255 <br />(113) R.S. 35-039 <br />(R4) D.N. 2022-088782 <br />ALL REFERENCES ARE PER SAN JOAQUIN COUNTY <br />RECORDS. <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 />MONUMENTS SET: <br />REBAR 3/4" IN DIAMETER, 30" LONG WITH CAP ATTACHED AND STAMPED "P.L.S. <br />8660" FOR UNPAVED AREAS, 304.35" STEEL NAIL WITH 11/2" 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. zaoz <br />PARCEL MAP <br />A PORTION OF SECTION 26, CXWEBER GRANT, <br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, <br />STATE OF CALIFORNIA <br />MARCH, 2024 SHEET 6 OF 6 <br />■ . CIVIL <br />■ ENGINEERING <br />■ STRUCTURAL <br />ENGINEERING <br />SIEGFRIED ■ SURVEYING <br />■ PLANNING <br />0' 75' 150' 300' 3428 Brookside Road, Stockton, California 9521 9 <br />209-943-2021 <br />SCALE: 1"=150' www.siegfriedeng.com Fx: 209-942-0214 <br />