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ti <br />alp CY <br />S <br />r , 6 ,? 1. SEE SHEE <br />8900?0 <br />s <br />o? Ste. 7 1/4 SEC, COR, <br />ory po <br />X55 <br />1 <br />y.\rS as Sr' <br />u,' <br />w f FD 3/4" IRON PIN <br />y op' r0s9 0,TAGGED RCE 21,258 <br />po <br />o 501),E4R6 <br />a06 • <br />04• F Z-N P R5) <br />N 0 . GO <br />A <br />p SECTION LINE <br />o 50 <br />4 6 S I <br />R•°y'' tom <br />99• <br />r3 <br />J <br />3 ,S ,6 N31.16'07"W lTa,/e. r• <br />c'90 '7 S` <br />yy s4 • <br />5. <br />73a 468.16' WITNESS <br />S62'5 ' a <br />r?? <br />CORNER <br />S? <br />O. <br />S <br />89SIV 9 S4 <br />63 60 SS 316.26•6%/ 100.00' <br />254.06.944, N51.43'26"W A l'1 A5 <br />Pk 170.94' 5,y9 OS rSy <br />SA3. <br />i .6'1 '{'INS <br />O1` S ' B• Srs•03A9S 16,5 <br />S,SS B2• p'4177- ,y <br />S S30 <br />0 <br />y 14?30x4,4 02, 'gypp rr9. <br />r <br />9• Q ? <br />E <br />S B r0 S,4 34. tp S 69• ? <br />j. <br />s 0,? <br />O `'!- <br />rO• 3Se <br />r09 -00- IVeor ?I• ly SEC.COR. <br />FD 3/4" <br />I.P. (R716 <br />S 88°06 I/4 SECTION LINE <br />520.93' 486.49'CREEK DETAIL <br />4 1" = 400' <br />N sti <br />S° <br />os <br />s' <br />Qs o DRAINAGE EASEMENT <br />SEE DETAIL 9 <br />2 /Qs %S 623., N. <br />tis?q` <br />N. tiij/r`- '` , CA D, <br />Q OR 3095-714 <br />R. <br />FID. <br />E, <br />I/2 I.P SHEET 6 iigA2\ 43 292 Ijj' CA 277R.E. 2909 S88°06'53 " E f129.4('(Mj i, yo Os <br />S121.99 1/4 <br />O0 O,4. 9I/4 SEC. COR. SECTION LINE <br />6, Qg900. y r9 09,S88.06'53"E <br />2 <br />520.93'(M) 486.^ 49'1M)n S37.54'00"W SOOs G l' <br />Si <br />P O y <br />r'yJ <br />2 L q <br />p. 3 N35 23'58W v 0l 9g SEC. LINE 100.00' (RS) O. Oo 6p0 Q <br />59 0 00., 4S N S 336157 E 208.81' Oo 90 ` V <br />8,,o Oo, <br />N6 <br />3 <br />00 l 29s 23; SS FO9 <br />4fj (C ''' • Q FD CA 4160• \ s" 9' <br />L N52.06'00"W J/ <br />y 6 A \rMJ 30 s°'s G' <br />86S) 41SB• <br />9r <br />aJ 'moo m G 265 SOS 3 <br />S'\ O <br />Q` <br />3y 48 <br />5, ' 8.?4250.00' (RS) S <br />4ejS4 r QG S9' ' <br />s N37.54'00'E / <br />O• N 963r tijj s/l <br />a' Q II y 100.00 (R8) 6'/ r 4 \, ti <br />94% <br />q DRAINAGE EASEMENT s52oo'M2V1'1 <br />f <br />26 CA OR 3095-714 <br />DRAINAGE EASEMENT es•36'33"E 4164.2O.9 OR 3095-714 N400.00'(M) 6344 pp <br />DETAIL 'A'DETAIL 'B' DETAIL 'C' DETAIL 'D' <br />1" = 300' 1" - 300' 1" = 300' 1" _ 300' <br />FD 3/8" LPIN IN CONC, PROJECTION OF <br />MONUMENTED DEED18" DOW NORFD3/8"_TPIN <br />LINE FOR DELTA- <br />9 4 <br />CONC. 1.98' 54*51'3944.84'(M)" <br />W <br />N00°26'42"E MENDOTA CANAL <br />CA 298 33.89' <br />3479.49' <br />88'44'28'E 640.04' M 1/4 SEC. COR. <br />4Q0 S88.44'28"E 1 OR 10 9-162 <br />SET 8Y SINGLE PROPORATlON <br />Sss° 0 Ss, <br />3oSo <br />FQ <br />C <br />ao.69:(M) dodo Qo TRACT No. 1 W . <br />RECORD OF SURVEY <br />N11°44'17"W(M)(R8) <br />I-PIN IN <br />Its490 4$' <br />1> <br />CONCFD . <br />18' DOWN <br />e <br />6 tido, 3: OF PORTIONS OF SECTIONS 1, 2 AND ALL OF SECTIONS 11, <br />T 91• F N14°47'51"W ACCEPT AS BEING ASO so- 61 N ; v 12, 13 AND 14, T. 3 S., R. 4 E., MOUNT DIABLO BASE AND242.36 (CALCULA ED)ON CANALR/W 8. ti <br />S` 195,00'(M)(R7) i 7y `o o 00 r,: MERIDIAN, AND PORTIONS OF SECTIONS 7, 18 AND 19, <br />25' ACCESS ESM <br />6"4106 'r z ' r T.3 S., R. 5, E., MOUNT DIABLO BASE AND MERIDIAN,0 S59°53'49"E <br />s <br />240.00'(M)(R7) Z SAN JOAQUIN COUNTY,.CALIFORNIAN83°45'35" <br />I.N. 88102084 <br />O.R. 1039-162 's/ <br />325,45'(M)(R8) S20044'11"W N00.26'42"E JUNE, 1993 SCALE: AS SHOWN <br />134.87'(M)(R7) L <br />TRACT NO. 2 128.75. <br />b <br />FD REMAINS 25.00'(M 3 R16) <br />4118EDRAINAGEEASEMENTNOTE: DESCRIPTION <br />OF CONC. MON. <br />S89MLOR3095,714FOR THIS EASEMENT DRAINAGE EASEMENT 153.75'(M) NOLTE and ASSOCIATES <br />DOES NOT CLOSE, OR 3095-714 153.8'(R16) 25.00' 25.00' <br />Engineers/Planners/Surveyors <br />302 CHERRY LANE, SUITE 201 <br />D E T,A I L v E u DETAIL F' DETAIL 'G'M <br />ELEPHONE:ANIA( <br />2109)R239- <br />90807 <br />1" = 300' 1" = 200' <br />SHEET, 8 OF 8oaVO.: 5070-92-00 1 = 300' <br />133 <br />7 r.7 <br />5070-RS