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A 0 <br /> 7A <br /> N. 00° 15' 51" E. <br /> 25.00' 50.00' <br /> N. 450 05' 5511 E. <br /> 21.26' Q 5. 44° 511 .2611 E. <br /> .5 4PA-04-450 <br /> 5. 841° 58' 42" E. 5. 8q° 56' 42" E. <br /> 25.00' -Q 25.00' <br /> Q N. 000 15' 51" E. I N. 00° 15' 51" EPARCEL MAP. <br /> 30.00' ' <br /> cv � I� 30.00 <br /> ' 1 LOTS 55 4 54 OF UNDFRWOOD TRACT <br /> .. P.U.E. 5.Sq° 5614211 E. <br /> S. 450 061 5511 W. PER VOL. 4, PA6F al OF MAPS AND PLATS, <br /> 5. 440 51' 26" E. I "-' 21.26' BE I N6 A PORTION OF SACT I ON 10, <br /> 50, <br /> I P.U.E. <br /> T. 4 N., R. I E., M. D. B. 4 M., <br /> SAN JOAOUIN COUNTY, CALIFORNIA <br /> DETAIL "A" SCALE: I "=200' SHEET 2 OF 2 FEBRUAR` l 200-7 <br /> SCALE:l"=50' <br /> FD. 3/4" I. ROD TAGGED <br /> 5. 8g° 541' 14" E. UNDER444000 ROAD :1,1,10.4' (R4) 265q.45' (R2) 2660.0' (RI) 2660.11' "R.G.E. 12685" PER (R2) MONTE K. SESEL * LAND SURVEYOR <br /> - - - _ _ L.ODI, CALIFORNIA <br /> FD. 2"x2" HUB 4 TACK <br /> 1340.4' (R4) 1340.25' 660' (R4) 65a.g3' — 660' (R4) 654A51 <br /> AT 1/4 SEG. GOR. m I _ <br /> PER (RI) A o BASIS Or- BEARINGS: <br /> m - N THE BA515 OF BEARI N65 OF TH 15 SURVEY 15 THE GENTERL I NE OF <br /> m BUCK ROAD WHICH BEARS N. O ° - <br /> O N � O I6 03 E., PER P.M. 24 27. <br /> SET 3/4"x30" IRON PIPE WITH PLU6 STAMPED 1.5. 4124" <br /> _ • FD. MONUMENT A5 NOTED <br /> 5. Sg° 58' 42" E. 263x.25' I B.O.B. BASIS OF BEARIN65 <br /> 13101.50' 65q.88' ,,,�-- 6501.87' <br /> 32clA4' 321.14' CENTERLINE <br /> M. P. MAPS 4 PLATS <br /> P.M. PARCEL MAP <br /> cl <br /> m R.S. RECORD OF SURVEY <br /> R16HT OF WAY <br /> ry p0 PARCEL O PARCEL 3 (RI) RECORD DATA PER P.M. 10-54 <br /> ccs 5.00 AC. 5.00 AC. <br /> m � � I N (R2) RECORD DATA PER R.S. 21-53 <br /> (R3) RECORD DATA PER R.S. 23-32 <br /> (R4) RECORD DATA PER M. 4 P. 4-1 <br /> 1 SEE DETAIL "A" <br /> _ n NOTES: <br /> 3201.12' 3201.13' . m I) DRAINAGE FROM THE IMPROVED PORTION ON OF EACH PARCEL SHALL BE RETAINED ON-SITE <br /> 5. Sq° 5814211 E. 651.85' l BY A RETENTION BASIN (18-INCH MAXIMUM DEPTH). DRAINA6E VOLUME FOR EACH POND SHALL <br /> — I BE CALCULATED BY A RE615TERED CIVIL ENGINEER OR AN ARCHITECT, PRIOR TO RELEASE <br /> 50' P.U.E. OF BU I LD I N6 PERMIT. <br /> DEDICATED ON •�+ m <br /> THIS MAP ` ^A -- 2) ALL PERSONS PURGHA51N6 LOTS WITHIN THE BOUNDARIES OF TH15 APPROVED MAP <br /> PROPOSED <br /> 0,3,0 -� SHOULD BE PREPARED TO ACCEPT THE INCONVENIENCES OR DISCOMFORTS ASSOCIATED <br /> N p� <br /> EASEMENT NOT <br /> W 1 TH A6RI CULTURAL OPERATIONS OR ACTIVITIES, SUCH A5 NOISE, ODORS, 1 NSECTS, <br /> 0 O <br /> GREATER BY �0 m I pp DUST OR FUMES. SAN JOAOU I N COUNTY HAS DETERMINED THAT SUCH INCONVENIENCES <br /> THIS MAP. 0, OR DISCOMFORTS SHALL NOT BE CONSIDERED TO BE A NUISANCE. <br /> uj 19 <br /> I m 3.) AT THE TIME OF DEVELOPMENT OF PARCELS TWO AND/OR THREE, THE ENTIRE LENGTH OF <br /> -" PARCEL u� �i THE PRIVATE RIGHT-OF-WAY FOR PARCEL TWO AND/OR THREE SHALL BE CONSTRUCTED <br /> 4,b4 A0. ift %n AND MAINTAINED TO THE STANDARDS REQUIRED BY SECTION gO2.2 OF THE UNIFORM <br /> ° 0 ° ° o FIRE CODE AND APPL I GABLE SAN JOAOU I N COUNTY IMPROVEMENTS STANDARDS. <br /> O O—50, ROAD R/YV $ $ (DEVELOPMENT TITLE SECTION g-115O.15[Gv. <br /> SEG. 01 z SEG. 10 z z DEDICATION z z 4) FOR FUTURE DEVELOPMENT OF "DE516NATED REMAINDER" SERVICES SHALL BE PROVIDED <br /> S. Sq° 52' 31" W. 6501.83' FD. 2 x2 HUB 4 TACK IN ACCORDANCE WITH THE ADOPTED COUNTY DEVELOPMENT POL I G I E5 FOR "DIVISION I I: <br /> 12g8.q' (R4) 1218.58' 3 diAl' 3201.12' PER (RI) 40.42' INFRASTRUCTURE STANDARDS AND REQUIREMENTS" OF THE SAN JOAOUIN COUNTY DEVELOPMENT TITLE. <br /> L) <br /> — — — 50 AAL — — — C — 5.) ALL NEW STRUCTURES OR W55TANT <br /> IAL IMPROVEMENTS CONSTRUCTER ON PARCEL I, 2, 51 AND THE <br /> 3241.11' 3201 AZ 6501.83' 660' (R4)--- -' DE516NATED REMAINDER SHALL BE ELEVATED A MINIMUM OF TWO (2) FEET ABOVE THE H I&HEST <br /> FD. GAPPED 3/4" 1. PIPE 2616.1' (R 4) IA �T AD I 2618.24 GRADE ADJACENT TO THE STRUCTURE. <br /> STAMPED 15 7756' AT N. 81° 52' 34" E. S. 8q° 52' 50" W. (RI) 5. 8q° 55' 00" W. (R3) 2658.66 (M) 2657.410 (R3) 2658.54' (RI) FD. NAIL AT <br /> SEG. GOR. PER 1 1/4 SEG. GOR. <br /> M.4 P. 40-12 SEG. 16 SEG. I5 I PER (R2) <br /> T. 4 N., R. 7 E., <br /> O51384PM2 OI/13/O� 2:51 p.m. <br />