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SFN <br />PER(1T\ f-- S89038'00"E_113.75'(M) <br />N01°33'20"E 7.50'(M)(1)I 113.73'(1) <br />SFN _N S89038'00"E 1.351(M)(1) <br />PER(1) I <br />FD CHISELED'X' (1), <br />0.25', N 68°00'00" E <br />SEE NOTE 6.�1LO <br />I� <br />I <br />I <br />DETAIL "A" <br />Scale: V=10' <br />co <br />r I sll <br />SEE NOTE 6. <br />v <br />- -9_38_00_E 113.75'(M) 113.73'(1) -� c-� <br />S8o <br />LO <br />CURB (TYP) - -7.52'(M) <br />7.50' 1 <br />15.31'(M)(1) <br />IRON ROD PER (1)1 o <br />FD CHISELED 'X', N <br />x0.30', S 75°00'00" W\/CURB <br />PARKING <br />PROPERTY � STALLS <br />LINE N (TYP) <br />o <br />O <br />DETAIL "B" <br />Scale: 1"=10' <br />M.P. 13-104 <br />LOT 97 L07 98 <br />SFN <br />PER(1) <br />63.00'(M)(1) JL 63.00'(M)(1) <br />N89°38'00"W (B.O.B.) <br />3/4" IRON ROD (1) FD 3/4" IRON ROD (1) <br />SFN <br />59.73'(1) <br />Lor 80 <br />jw.P. 13-104 <br />RIMBY AVENUE <br />D 5/8" IRON ROD(2) <br />N890 38'00"W 110.47'(M) 110.6'(1) <br />LOT 59 <br />LOT 58 <br />SEE DETAIL "A" <br />FENCE CORNER _ <br />(SFN SEE NOTE 6. 0.35', N 24°00'00" E <br />IPER(1) - S89°38'00"E 113.75(M)113.73'(1)I <br />SFN----------------- <br />PERM <br />I FD CHISELED'X' (1), TM, �H <br />0 25' N 68°00'00" E <br />BAUMBACH 8c PIAZZA, INC. 323W. Elm St. <br />CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240 <br />www.bpengineers.net 209.368.6618 <br />FD 1" IRON PIPE (1) RECORD OF SURVEY <br />of a Portion of the Southeast Quarter of <br />Section 11, T.3 N.,R.6 E., M.D.B.& M., <br />City of Lodi, San Joaquin County, <br />Qom #: 2023-085329 California <br />Page: <br />12023 10:58:24 $9 A0 August, 2023 Scale: 1"-30' <br />Page:. 1 of 1 Fee: $95.@0 <br />Steve J. Bestolarides <br />San Joaquin County Recorders Sheet 1 of 1 <br />�.� Paid By; 5H041N ON DOCUMENT <br />F 00 <br />,F5iLINk"A" <br />WW <br />co N <br />BASIS OF BEARINGS: <br />N �- <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF LOTS <br />z z 97, 98 & 99 AS SHOWN ON R.S. 31-12 AS N 89038'00"W. <br />STATEMENT OF PURPOSE: <br />THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EAST LINE OF THE PROPERTY <br />- /-SEE DETAIL "B" AS SURVEYED IN R.S. 31-12. <br />_ ! IRON ROD PER , N89°38'00'ti <br />1 <br />- () 15.31'(M)(1) <br />FD CHISELED 'X', - <br />0.30', S 75000'00" W <br />ER(1) <br />FENCE CORNER <br />0.35', S 61 °00'00" W <br />:R(1_ <br />I^ <br />2 D.N. 20/7054378 o D.N. 2016-167229 <br />SEE NOTE 6. I� SEE NOTE 3. N <br />�INCN <br />N BUILDING 1A <br />o BUILDING <br />0 <br />PARCEL A p,, R. 6. 31-12 - <br />P. M. l4- 79 I0 o <br />I� <br />LOT 99 PARKING STALLS <br />I EXTENTS OF ENCROACH OVER <br />SFN I DRIVEWAY, PROPERTY LINE, <br />PER(1) I SEE NOTE. <br />SEE NOTE 4. <br />( SFN PER(1) SFN PER 1 <br />60.00'(M)(1) f N89° 38'00"W 99.81'(M)(1) i ( ) <br />109.07,(M)(1) <br />2:35.70'(M)(1) .� <br />-FD 3/4" IRON ROD (1), <br />0.30' EAST <br />KETTLEMAN LANE <br />Vl%.MlI T I"IN1t' <br />NOT TO SCALE <br />I S:\Projects\2023\23036\3_Drawings\23036_RS.dwg 09/27/23 4:31pm-JOSH-XREFS: 18x26_F'M-RS-PM.DWG 23036_HC.dwg 23036 Aerial.dwg <br />52.00'(M)(1) <br />N89°38'00"W <br />3/4" IRON ROD (1) <br />D.D. SHEET 15A <br />FN <br />'00"W 1.35'(M)(1) <br />1°33'20"E 5.50'(M)(1) <br />1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS <br />AND BOOK OR VOLUME PRECEDES PAGE. <br />2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br />3. THIS AREA IS CONTINUOUS CONCRETE CONSISTING OF <br />PARKING AND DRIVE AISLES WITHOUT DEMARCATION <br />IDENTIFYING PROPERTY LINE. <br />4. A CROSS-OVER AGREEMENT ALLOWS NON-EXCLUSIVE USE OF <br />THE DRIVEWAY AND 3 PARKING STALLS ADJACENT TO THE <br />BUILDING (I.N. 94065899) <br />5. ALL MONUMENTS ARE UNTAGGED UNLESS OTHERWISE NOTED. <br />6. THE LOT LINE ADJUSTMENT AS DEPICTED IN R.S. 31-12 HAS <br />NOT BEEN PERFECTED. CURRENT DEEDS REFLECT THE <br />ORIGINAL LOT CONFIGURATION. IT IS NOT THE PURPOSE OF <br />THIS SURVEY TO RECONCILE THE LOT LINE ADJUSTMENT. THE <br />LINES OF R.S. 31-12 ARE SHOWN AS DASHED LINES AND WERE <br />ONLY USED IN RETRACING THE SURVEY, NOT AS A BOUNDARY <br />RESOLUTION. <br />SURVEYOR'S STATEMENT: <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br />LAND SURVEYORS' ACT AT THE REQUEST OF ZACH ANDERSON IN AUGUST 2023. <br />DATED THIS 67yM DAY OF ,% Pf"69C, 20101 <br />.�Zwoc &,!!!!r t -e.._ <br />OSHUA COOK ELSON, P.L.S. 7889 <br />COUNTY SURVEYOR'S STATEMENT: <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br />LAND SURVEYORS' ACT THIS 4;_44 DAY OF OCTOBER,- , 2023, <br />E.Nq�,� <br />�AMES E. HART, L.S. 8657 <br />COUNTY SURVEYOR <br />RECORDER'S STATEMENT: <br />FILED THIS •a6 DAY OF < fl- , 20_, AT 1a5 M. IN <br />BOOKEfQ OF SURVEYS, AT PAGE AT THE REQUEST <br />OF JOSHUA COOK ELSON. <br />r✓� <br />FEE: $ + <br />NOTES:60 <br />_)DAb - - <br />iY:! <br />STEVE J. BESTOLARIDES ASSENT/DEPUTY RECORDER <br />ASSESSOR -RECORDER -COUNTY CLERK <br />B.O.B. BASIS OF BEARINGS <br />SFN SEARCHED, FOUND NOTHING <br />FD FOUND <br />M.P. MAPS AND PLATS <br />P.M. PARCEL MAP <br />R.S. RECORD OF SURVEY <br />TYP TYPICAL <br />O SET 1.25" DIAMETER BRASS DISK STAMPED "LS 7889" <br />• FD. MONUMENT AS NOTED. <br />q 6 .00 1 941,-T, <br />REFERENCES <br />(1) R.S. 31-12 <br />(2) M.P. 13-104 <br />