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PA--02-618 <br /> N. 89' 06' 27" E. 2649„20' PARCEL MAP <br /> 1324.60' 1324.31' (R S 30--166) - - ,.- <br /> 1324.60' <br /> `'��_331.16' 30 331,14' ss2.3o' /� BEING A PORTION OF THE SOUTHWEST QUARTER <br /> 1/16 SEC. COR. 66Z• _../ <br /> / CENTER of SEC. 14 OF SECT/DN 14, T. 4 N., R. 7 E., M.D.B.&M., <br /> I 1/4 SEC. LINE � SAN JOAQUIN COUNTY; CALIFORNIA <br /> FD. SPIKE AT 1/4 SEC. Ft.�. 30-ICE � � F 1.D. 3/4" PIPE' <br /> N COR. PER P.M. 19-113 X S. 63' 39' E. 0.13' <br /> FROM CTR OF SEC. SHOUP LAN© SURVEYING, LODI, CA. <br /> PER P.M. 19-113 <br /> SCALE:I"=200' SHEET 2 OF 2 OCTOBER, 2002 <br /> 5.062 AC. 5,061 AC. �o <br /> 00 <br /> "DESIGNA 7-ED RE1�1A INDER" BASS OF BEARINGS., <br /> N P.& 22 -- 10 3 THE BASIS OF BEARINGS OF THIS MAP IS THE SOUTH UNE OF THE SOUTHWEST QUARTER <br /> vi DDC. N0. 2002 - 211206 W <br /> j OF SEC. 14, r 4 N., R. 7 E., WHICH BEARS S 89' 07' 19" W,, PER P.M. 19-113, S,J.C.R.. <br /> NS 89'06'27"W. 664.06' - ,MWUMENTS_SET: <br /> 33205' / 332.01' N --cam— SET 3/4""x30" REBAR WITH CAP STAMPED "L.S. 7736" <br /> � I <br /> yl 1-50' PRIVATE' RQ40 & MONUMEAgS us <br /> I UTIUII'EASEMENT PER ----1-- FD. 3/4" IRON PIPE WITH PLUG STAMPED "P.L.S. 4124" <br /> SCALE; 1*- 200' i DOL: N0, 2002-I J6860 1 PER P.M. 22-108, UNLESS NOTED OTHERWISE. <br /> �--25' --0--- FD. S J. CO. PIN do WASHER IN MON. BOX PER P.M. 19-113. <br /> Mi <br /> 5.063 AC. N 5.062 AC `D <br /> LEGEND: <br /> z i � <br /> ( ) RECORD DATA PER P.M. 22-108, S.J.CR <br /> 25' IIS I I.N. INSTRUMENT NUMBER <br /> P.M. PARCEL MAP, BOOK-PAGE, S.J.C.R <br /> 307.93' 307.94' I 307.88' I R.S. RECORD OF SURREY, BOOK-PAGE, S J.C.R. <br /> (N.89')06 27E. I (665.81)6�82'' S J.C R. SAN JOAQUIN COUNTY RECORDS <br /> QQ S J. Co. SAN JOAQUIN COUNTY <br /> ck 18 I <br /> NOTES: <br /> I <br /> W I 1 --- 1. REFER TO MINOR SUBDIVISION APPLICATION NUMBER <br /> PARCEL 3 ` I i PARCEL 4 PA-02-618. <br /> I <br /> 1 2. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY <br /> RECORDS AND BOOK OR VOLUME PRECEDES <br /> j PAGE. <br /> 1 I 3, ALL HABITABLE STRUCTURES CONSTRUCTED ON PARCELS <br /> 25' I 1 THROUGH 4 SHALL BE ELEVATED 2 FEET ABOVE THE <br /> I P.1W 20-134 I I HIGHEST GRADE ADJACENT TO THE STRUCTURE. <br /> C-31 I N 4. DRAINAGE FROM EACH PARCEL SHALL BE RETAINED <br /> o ON-SITE BY A RETENTION BASIN (18-INCH MAXIMUM <br /> P.iv, 22 - l a0 I DEPTH). DRAINAGE FOR EACH PARCEL SHALL BE <br /> CALCULATED PRIOR TO RELEASE OF BUILDING PERMIT. <br /> 3 5. UTILITY AND PRIVATE ROAD EASEMENTS FOR ACCESS <br /> 25' ( c; TO EACH PARCEL ARE TO BE PROWDED WITH THE <br /> ;,) SALE OF EACH PARCEL. SUCH EASEMENTS ARE NOT <br /> N CREATED BY THIS MAP. <br /> P.1W1 19-l13 PARCEL 2 I I N PARCEL <br /> 6. A PRIVATE' ROAD MAINTENANCE AGREEMENT IS TO <br /> BE CONCURRENTLY ENTERED INTO UPON THE PURCHASE <br /> bo I I z OF EACH PARCEL. <br /> z z <br /> Iz I <br /> SEC. LINE (NOT ALONG OF ROAD) I <br /> SEC. COR I I 40' R/W 1/4 SEC. COR.--� <br /> 334.68' 334.60' 669.27' <br /> SECTION 15 / SECTION 14 _ 1338.56' _ _ _ - _ - - _ _ - - - -- • <br /> - -_ _ - <br /> SECTION 22 SECTION 23� - 66�- -{ <br /> T. 4 N, R. 7 E., M.D.B.&M. ,PELTIER ROAD - -- 2676.20' (RS, 26-98) 2677.11' <br /> S. 89' 07' 19" W. (BASIS OF BEARINGS) <br /> 03/03/03 <br /> (D.D. SHEET 10) 020211`M2.DWG <br />