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T.4N.,R.7E. M.D.B.&M. <br /> SEC. 18 SEC. 17 T.4N.'R.H. M.D.B.&M.2647.10' (M)(Rl) N89°09'00"W (M) N89°09'13'1 (Rl) 323 W. Elm St. <br /> PELTIER ROAD 1/41/4 2647.57' SEC. 17 BAUMBACH 8c PIAZZA, INC. .(M)(RI) SEC. 1 6 Lodi,CIVIL ENGINEERS • SURVEYORS CA 95240 <br /> rSEC <br /> / SEC. COR. 1323.79' (M)(Rl) www.bpengineers.net 209.368.6618 <br /> 661.89' (M)(Rl) 661.89' (M)(Rl sEc. 19 . 20 1 4 SEC. ) PARCEL MAP <br /> COR. (R1) <br /> � 40' R W SEC. 20 SEC. 21 <br /> OF A PORTION OF THE SOUTH HALF <br /> / 60' R/W ' <br /> 1-4 --1 OF THE NORTHEAST QUARTER OF <br /> W co1-4 <br /> \ <br /> 0 <br /> -z- SECTION 20, T.4 N., R.7 E., M.D.M.&M., <br /> �`�• � SAN JOAQUIN COUNTY, CALIFORNIA <br /> =�cn <br /> JULY 2008 SCALE 1» = 200' <br /> co <br /> a'cc Sheet 2 of 2 <br /> C <br /> 50' R/W "' <br /> BASIS OF BEARINGS: <br /> THE BASIS OF BEARINGS OF THIS MAP IS THE EAST LINE <br /> OF SECTION 20 WHICH BEARS N00'16'48"W PER (R2). <br /> 1/4 1/4 589°12'59"E M S89°13'06" Rl SOUTH LINE OF NORTH <br /> SEC. COR. O ( ) <br /> HALF OF NE 1/4 2649.25' 1/4 1/4 <br /> S.F.N. 662.31' (M)(RI) SEC. COR. • <br /> 1324.63' NO_ <br /> 662.31' (M) 662.32' (RI) I S.F.N. 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME <br /> FD. RR I 1986.94' • <br /> PRECEDES PAGE. <br /> SPIKE, IRON I 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> ^' I 3. 30' WIDENING OF DUSTIN ROAD R/W ALONG PARCEL 1 IS DEDICATED TO SAN JOA UIN <br /> ROD PER (Rl) I FD. 3/4" IRON PIPE COUNTY. Q <br /> `J I o 0.19' E. OF R/W & "0 4. REFER TO MINO - <br /> Q r, .�, R SUBDIVISION APPLICATION # PA 0800012. <br /> O � I 0.53 S. OF PROP. � �0 5. ALL PERSONS PURCHASING PARCELS WITHIN THE BOUNDARIES OF THIS MAP SHOULD <br /> COR. (NO REF.) r..: BE PREPARED TO ACCEPT THE INCONVENIENCES OR DISCOMFORTS ASSOCIATED WITH <br /> DESIGNATED REMAINDER d" Q AGRICULTURAL OPERATIONS OR.ACTIVITIES, SUCH AS NOISE, ODORS, INSECTS, DUST OR <br /> V I 37.01 AC. GROSS O FUMES. SAN JOAQUIN COUNTY HAS DETERMINED THAT SUCH INCONVENIENCES OR <br /> LA. <br /> 36.81 A C. NET DISCOMFORTS SHALL NOT BE CONSIDERED TO BE A NUISANCE. <br /> W0-2 <br /> I 6. THE HOMESITE SHALL NOT BE TRANSFERRED UNTIL MARCH 27, 2018, OR UPON THE <br /> Z <br /> Z 889°12'59"E 640. <br /> DEATH OF AN OWNER OWNING AT LEAST FIFTY (50) PERCENT INTEREST IN THE <br /> I' i , _ <br /> Z 00 �- HOMESITE PARCEL, UNLESS THE HOMESITE PARCEL AND THE REMAINDER PARCEL ARE <br /> W .r;• I j 610.00' MERGED PURSUANT TO THE PROVISIONS OF THE DEVELOPMENT TITLE.. <br /> Y w o PARCEL 1 (HOMESITE) �o 7. THE PROPERTY SHOWN ON THE PARCEL MAP IS RESTRICTED FROM FURTHER <br /> ~•. I WEST LINE OF EAST HALF j o d. o <br /> SUBDIVISIONS FOR HOMESITE PURPOSES, EXCEPT FOR FINANCING ONLY, BY SECTION <br /> SEC. LINE ;; OF SW 1/4 OF NE 1/4 i o 2.9 4 A C. �� 9-610.3 OF THE SAN JOAQUIN COUNTY DEVELOPMENT TITLE. <br /> cn 8. FOR FUTURE DEVELOPMENT OF "DESIGNATED REMAINDER" IMPROVEMENTS SHALL BE <br /> 685.06 SEE NOTE <br /> I � - 610.00' PROVIDED IN ACCORDANCE WITH THE ADOPTED COUNTY DEVELOPMENT POLICIES FOR <br /> 889°12'59"E l 'DIVISION 11: INFRASTRUCTURE STANDARDS AND REQUIREMENTS OF THE SAN JOAQUIN <br /> o I �� / \ 1325.06 COUNTY DEVELOPMENT TITLE, (SUBDIVISION MAP ACT SECTION 66424.6. <br /> �,• \ 9. THIS MAP IS SUBJECT TO THE PROVISIONS OF A NOTICE OF MINSUB S 0 <br /> / RESTRICTION RECORDED ON02 - AS DOCUMENT N0. • <br /> a c NEW R/W " »� <br /> SEE DETAIL C SAN JOAQUIN COUNTY RECORDS. <br /> � o OLD R/W 10. THE BASIS OF BEARINGS PER (Rl) WAS ROTATED 00°00'16" COUNTERCLOCKWISE TO <br /> rl:C\2 CD <br /> N \ THE BASIS OF BEARINGS OF THIS MAP. <br /> � <br /> Jl z EXISTING 15' ROADWAY 610.00 10.00' 20.00' I 40 R/W 11. DRAINAGE FROM EACH PARCEL SHALL BE RETAINED ONSITE BY A RETENTION BASIN. <br /> co <br /> DRAINAGE FOR EACH PARCEL SHALL BE CALCULATED BY A CIVIL ENGINEER OR A <br /> EASEMENT PER LN. �� I ° ARCHITECT PRIOR TO RELEASE OF BUILDING PERMIT. <br /> 96087277 S0 910E 2.0'---40' <br /> .0 co <br /> co <br /> co <br /> 012 =o FD. 3/4" IRON <br /> o �• z o \ PIPE(NO REF.) <br /> z z SEE DETAIL "A» <br /> •/ <br /> FD. AXLE AT N89016'58" (M)(R2) ( / S.F.N. SEARCHED, FOUND NOTHING <br /> 1/4 SEC. _ IROD IRON ROD <br /> DETAIL "C" co FD. FOUND <br /> COR. (Rl) 662.74 (M)(Rl) 662.73' (M)(Rl) N.T.S 1325.47' (M)(R1) �o SEC. SECTION <br /> 1/4 1/4 �z I.N. INSTRUMENT NUMBER <br /> FD. 1 IRON PIPE AT SEC. COR. 2650.94' M PM PARCEL MAP <br /> O(Rl) 1/4 SEC. R.O.S. RECORD OF SURVEY <br /> CENTER OF SEC. (Rl) - / S.F.N. <br /> COR. S.F.N., R/W RIGHT-OF-WAY. <br /> ,� - 2634.84, M) <br /> rl- 2635.03R2) B. 0. B. BASIS OF BEARINGS <br /> o i _ \ <br /> R&M RECORD & MEASURED DATA. <br /> co co <br /> CQ 01 / \ SEC. 20 SEC. 21 ( ) " <br /> / 20' 20' SEC. COR • FD. 5/8 REBAR CAPPED 19638 PER (Rl), UNLESS <br /> OTHERWISE NOTED. <br /> / / (R2) FD. BOLT & WASHER IN MONUMENT BOX PER (RI), <br /> SEC. 19 SEC. 20 FD. 1" IRON " 1/4 SEC CAMPO ROAD <br /> / UNLESS OTHERWISE NOTED. <br /> PIPE (RI) FD. 5/8 COR. BY SEC. " " <br /> ACA 0 ROAD BENT 5.0' Rl IROD(Rl) PROPORTION 29 SEC. 28 0 SET 3/4 x 30 IRON ROD CAPPED & STAMPED L.S. 7889. <br /> ( ) 20.10' WEST T.4N.,R.7E. M.D.B.&M <br /> SEC. 30 SEC. 29 4.86(M) - (R3) S.F.N. REFERENCES: <br /> M.D.B.&M. N13039'W \ OF 1/4 SEC <br /> T.4N.,R.7E. \ 3.3 COR FD. AXLE (RI) PM 19-17 <br /> / AT R/W (R2) PM 18-90 <br /> D. RR SPIKE IN \ \ (R2) (R3) RS 6-205 <br /> MONUMENT BOX AT SEC. <br /> COR, BOLT AND WASHER _ <br /> PER (R3) DETAIL "A" DEM-l' <br /> N.T.S N.T.S <br /> S:\Projects\2007\07071\dwg\07071-PM.dwg 12/22/08 2:27pm-JELSON-XREFS: 18X26J'M-RS-PM-P.dwg 1926-FM-RS-PM.d rg REFER TO MINOR SUBDIVISION APPLICATION NO. PA-0800012 D.D. SHEET 11 4093-A <br />