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S89°12 11"W(M) S89'0 12'06"W(R 1) 1/4 SECTION LINE 2642.60'(M) 2642.75 (R 1) 2643.0'(R5) <br /> P.M. 20-jogrl.�. I0-34� • <br /> 1321.30' 660.65' 7-:7 <br /> 660.65'_ PA—07— 1 83 <br /> CENTER OF SEC. "� 1/4 SEC. COR. <br /> 11 - o FD. S.J.Co. PIN & <br /> ti FD. 3/4" IRON R00 TAGGED ,N <br /> o Z I L.S. 2273 , PER (R5)(R6) N o WASHER, PER (R2) <br /> PARCEL <br /> MAP <br /> Lr) SEE (R6) FOR DETAIL N N , rr <br /> N <br /> r? 1321.50'(M) 1321.54'(R 1) ► OF <br /> cV ° �� NLN89002'44"E(U)N89"02'42"E(Rl) 660.75'(M) 660.77'(R 1) `O <br /> N89 02 44 E <br /> NA PORTION OF THE SOUTHEAST QUARTER OF SECTION 11, <br /> 1321.50'(M) 1321.53 (R 1) �'- 660.75'(M) 660.77(R 1) 264.20' 171.55' 205'(R 1) 20 <br /> -N- TOWNSHIP 4 NORTH, RANGE 7 EAST, M.D.B.&M., <br /> Lrl <br /> CENTER OF S.E. 1/4 <br /> N OF SEC. 11 SAN JOAQUIN COUNTY, CALIFORNIA <br /> co <br /> o SCALE: 1 "_ 100' SHEET 2 OF 2 MAY, 2007 <br /> 06 SHOUP LAND SURVEYING, CLEMENTS, CALIFORNIA <br /> FARCEL A, P.M. 7-906 <br /> I O N <br /> O � <br /> �j N <br /> SASIS OF BEARINGS• <br /> 'o THE SOUTH LINE OF THE S E. 1/4 OF SECTION 11 BEARS NORTH 88053'18" EAST PER (R 1). <br /> 0 <br /> 0 <br /> z <br /> W W z <br /> 14�N89002'44"E(M) 225.00' <br /> Al <br /> LEGEND:LEGEND: _RFF_F_R__FNCf_S_� <br /> 20.5.00'(M)(R1) R/W RIGHT OF WAY R1 P.M. 7-9 <br /> WP.M. PARCEL MAP BOOK-PAGE, S J.C.R. (R2) P.M. 20-109 <br /> Lol R.S. RECORD OF SURVEY BOOK-PAGE, S.J.C.R. (R3) P.M. 18-108 <br /> D.N. DOCUMENT NO. BOOK-PAGE, S J.C.R. <br /> PARCEL 3 DESIGNATED REMAINDER S.F.N SEARCHED, FOUND NOTHING (R4) R.S. 7-35 <br /> 4.58 AC. 4.57 AC. S J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> (R5) R.S. 10-34 <br /> REF. REFERENCE (R6) P.M. 22-74 <br /> (M) MEASURED DATA <br /> D. <br /> N. X007--O�OI�.� I <br /> PARCEL R, R All 7-9 � MONUMENTS FOUND AND SET! <br /> O MONUMENT FOUND, IN MONUMENT WELL AS DESCRIBED AND <br /> o REFERENCED <br /> Qo I FD. J14" REBAR TAGGED "R.C.E. 1268511 NO REFERENCE, <br /> -� 20' UNLESS OTHERWISE NOTED <br /> FD. 1/2" REBAR, PER (R 1), NO TAG, UNLESS OTHERWISE <br /> o r " 1 SET MAG NAIL AND WASHER NOTED, [3/4 REBAR PER (R 1)] <br /> � N88 53 18 E 396.61 STAMPED "P.L.S 7736" <br /> 44SET 3/4"x30" REBAR WITH CAP STAMPED "P.L.S 77J6", <br /> ,Nn Co r „ 371.61 � � <br /> N88 53 18 E <br /> 660.821UNLESS OTHERWISE NOTED <br /> 305.42' <br /> 330.40� 330.42' J SET MAG NAIL AND WASHER <br /> `\j Lo STAMPED "P.L.S 7736" <br /> NO <br /> M C <br /> co I o 1• THIS SUBDIVISION CONTAINS 3 PARCELS AND A DESIGNATED REMAINDER <br /> PARCEL ON 18.37 ACRES GROSS <br /> 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> Z <br /> J. REFER TO MINOR SUBDIVISION APPLICATION NO. 07-183. <br /> 4. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR <br /> o VOLUME PRECEDES PAGE NUMBER. <br /> J W 5. ALL PERSONS PURCHASING LOTS WITHIN THE BOUNDARIES OF THIS <br /> W APPROVED MAP SHOULD BE PREPARED TO ACCEPT THE INCONVENIENCES OR <br /> DISCOMFORTS ASSOCIATED WITH AGRICULTURAL OPERATIONS OR ACTIVITIES, <br /> SUCH AS NOISE, ODORS, INSECTS, DUST OR FUMES. SAN JOAQUIN COUNTY <br /> HAS DETERMINED THAT SUCH INCONVENIENCES OR DISCOMFORTS SHALL NOT <br /> �o PARCEL 2 PARCEL 1 BE CONSIDERED TO BE A NUISANCE. <br /> 6. FOR FUTURE DEVELOPMENT OF THE DESIGNATED REMAINDER <br /> 4.41 AC. 4.07 AC. o I IMPROVEMENTS SHALL BE PROVIDED /N ACCORDANCE WITH THE ADOPTED <br /> `°o `D COUNTY DEVELOPMENT POLICIES FOR "D/VISION 11: INFRASTRUCTURE <br /> STANDARDS AND REQUIREMENTS" OF THE SAN JOAQUIN COUNTY <br /> N DEVELOPMENT TITLE. <br /> Q) 0 7. DRAINAGE FROM THE IMPROVED PORTION OF PARCELS 1, 2 AND 3 SHALL BE <br /> 0 00 0 25' ROAD R/W DEDICATION RETAINED ON-SITE BYA RETENTION POND (I8-INCH MAXIMUM DEPTH), <br /> DRAINAGE FOR EACH POND SHALL BE CALCULATED BYA REGISTERED CIVIL <br /> °oo z ENGINEER, AN ARCHITECT, OR A LICENSED CONTRACTOR, PRIOR TO RELEASE <br /> SEC. 11 SEC. 12 OF BUILDING PERM/T. <br /> S44°26'08"W °v o <br /> rn <br /> 28.55' z <br /> o0 25' ROAD R/W DEDI CA TION o 20'x20' CORNER o <br /> 0 0 0 o CUT-OFF DEDICATION Z <br /> 0 0 <br /> 0 1/4 SEC. COR. o z o , „ , <br /> FD. SPIKE, PER (R2)(R4) _- S88°53'18"W 330.40' S88 53 18 W 285.45 SEC. COR. <br /> FD. 1-3/4" BRASS DISK <br /> �- <br /> 1321.71' _ 660.85'(M) _ 330.40' _ 330.46' _ — • STAMPED "R.E. 9338'; <br /> JAHANT sso.86' ROAD PER (R2) <br /> N88053'18"E(M)(R 1) (BASIS OF BEARINGS) R SECTION LINE 2643.S . 14 SEC. <br /> SEC. 13 <br /> SET MAG NAIL AND WASHER SEC. 14 <br /> (D.D. SHEET NO. 10) STAMPED "P.L.S. 7736" T.4N. R.7E., M.D.B.&M. <br /> 07/25/07 <br /> 06071 PM.DWG <br />