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TRACT N o . 2349 DODDS _ FD. 3/4" IRON PIPE FLUSH w/ PAVEMENT AT N. 1/4 SEC. COR. (R1) (No Tog on Top of Pipe) n. <br /> ROAD WEDEGAERTNER" <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIAS 01.28'23" E 2651.43' CC O.R. 3844-433 c FD. BOLT WITH Sq. <br /> 2651.54' (R1) 2651.55' (R6) 1/4 Section Line - b �n ° I HEAD AT E 1/4 SFC. <br /> THORNTON RANCH ESTATES 0 " DOVE ROAD U) ' CORNER (Fi',Fi?) <br /> 1% ,�..........- N 89'58'01 E 5298.02' 5298.06 (R1) <br /> / <br /> - - - - i --- - - __— - _ -- — <br /> BEING ADIVISION OF A PORTIO J OF THE SOUTH HALF OF SECTION 16, . . — - - - - - � - _ _.,. <br /> AND A PORTION OF THE NORTH HALF OF SECTION 21 , 2648.94' 2648.83' (R1) 2648.78' (R6) <br /> TOWNSHIP 1 SOUTH, RANGE 9 EAST, MOUNT DIABLO MERIDIAN, p I 3 'r' •� � 10' P.U.E. 25' 1 , <br /> Fd. 3/4" I.P., tag N .� 1 <br /> COUNTY OF SAN JOAO JIN, CALIFORNIA j I R.C.E. 29547 IN MON. WELL (R6) , ' j Q <br /> AT CENTER OF SEC. r� PROPOSED 20 PRIVATE I Ly <br /> �7 -- DRAINAGE EASEMENT <br /> REFER TO MAJOR SUBDIVIS'�JN APPLICATION No. SU-89-24 _ �" I <br /> 25' R `, FUTURE i ` , <br /> SEPTEV SER, 1995 <br /> I <br /> ►� -- FG. 1" IRON PIN Cr v v DEDICATIOl: PER 1.0.D. �I <br /> © 1 WITH WASHER AT n tL d (LN. 9309215) Q <br /> W. 1/4 SEC. COR. (R1) 0 200 <br /> SHEET FGJR OF FIFTEEN <br /> N c _ ___ _ __ 1 O' F'u E-- <br /> V) SCALE: o <br /> ti Lc <br /> SUTTON TURNER ASSOCIATES _ z w r� <br /> 200' c v N �' ;.. � �_ c � m <br /> � >-} CJ V � <br /> LAND SURVEYING /SND CIVIL E=NGINEERING Q I � J �� p - x CQ Q �� ..-r Q ; Li <br /> 4 LUCCHESI 1 Ar�E- 2319 RIO VERDE DR. J `- x _ <br /> 1 3 3 Ln �+ 0 07 . « <br /> MODESTO, CA 95351 RIVERBANK, CA 95367 �� A Q I w o' �� I `�' �= <br /> Ph.(209) 578---2866, (209) 8(,9--4867 a ) W co <br /> U �= <br /> 6� �— o °� N c \4 <br /> 1 W r � �I <br /> c� <br /> N I �n r; I <br /> �. <br /> COPYRIGHT 1995 V,'AY' -'E G. SUTTON 5r� I d "BRUML.EY" -' 0 r.. Y' I ti+ ct� 3 � <br /> 4 0 <br /> �c�ee I.N. 810683121`c� c L <br /> O.R. 3643-576 <br /> a w Lr)Y., <br /> -- N I U �, <br /> I.N. 91036933 �Ee .7 <br /> c 1 x C I `• <br /> 6C' O.I.D. E:A�J-MENT �, �, a, C <br /> ('1 <br /> I <br /> P 1; :. ,I Ex. "CLARK" PIPELINE i O.R. 4 ?('4 -29`a Q I }_- <br /> (O.I.D.- NO WIDTH) - I v r `, 0`r' V) <br /> cc <br /> c 1 ' <br /> Lr) N 89'59'22" W 2648.66' <br /> 1/16 Section Line N 11' o U 1 �1 <br /> 0 -_ 1/16 Section Line 10 PUE- (Adjoins) -_r - - F D. 3 - <br /> __ _____ <br /> �+ I N b�'S9'22" �' ----- - ---- _ _- -- -- _. :._..._ r PIPE PER (F�?i <br /> - - -- - - - - - - - - - -- - - - - -z- -- - - -- - - -- - - ,- -- - - - ti �a T o 9 L S 3 E E-3 <br /> S.F. _ <br /> �/ - -- 1986.62' Coic'd to Section Line - 331.10 331.10 331.09 - - - : 3 .,1.08 331.08 331,08' .08' i <br /> w I . I 331.09 331 08 331.08 <br /> z <br /> C I ! + 10' F:JE (Ad;o'ns) c' Centerline <br /> 10 P.u.E. j l N I1 11 11 11 11 11 11 11 '� � � �, "CLARK" Pipeline <br /> HC (TYPICAL) W <br /> o 1 -10' P.U.E. (TYPICAL) 1 o I.N. 86097910 <br /> N <br /> V) v) I <br /> I FUTURE I \� <br /> 1 ' .'� 1 25- R/W I <br /> Z I H PER I.O.D., -- I-- FUTURE <br /> 0 1 �► ► (I.N. 93092115) "'1 4-- 25' R W <br /> t- F- - F- t - ►- ►- - ►- w - w PER I.O.D. <br /> rn cD a z z Q, Z z �t z cD z o> Z �° w NI <br /> z i (I-h. 940_>f 152 <br /> N U N U ~ <br /> Q I I <br /> w 1 r,, M ✓ M O M w -.41 ,n -4 tf) O t•-{ Ln <br /> r <br /> 1.W \ II <br /> rr <br /> (D <br /> 1J t <br /> 4LD <br /> O O 0 aO 7 cD Q <br /> :E rn W Cwway wW rn wG " NN 0 Ln <br /> 51, N0OC <br /> o 0 -Co C01 co 00 V) 00Z NN <br /> p a 0 0 0 0 0o <br /> 0 0 <br /> C) cn cn �r�• cn �r< cn cn Irl v7 = � cn ��,1 cn <br /> fl.. r.. <br /> Oe 1 e e F- e e I I co Cr <br /> e e e o _ lc�e `cueLJ <br /> v �c' I �c' �� b- <br /> 0 I I <br /> LL� � a I , o � w <br /> Q z 1 N �? aILL : <br /> rco Q PROPOSED 20' WIDE PRIVATE DRAINAGE EASEMENT (LOTS 3-12) - w co I I` . " <br /> r r <br /> l I N 89'56'46" W 2648.37' Q 2648.31 ' (R1 ,R6) I U N z <br /> 45-FOOT RIGHT-OF-WAY DEDICATION > j 30' R/��' I Iw Q <br /> - _---- Section Line <br /> U U I I i i U a Uj <br /> "' DEDir ATIOI. I m 1 Ln <br /> V 40' RAW I ; % ► 1C' P.U.E. I N I ' ' t �, vi ' 17 <br /> I <br /> LA - - - _-_ -_ _- - - 10>_ P.U.E.- - - - ----- ---- - - - - _ - -- - - - ck <br /> - -- I I - -- - - Z:7i t �. Q <br /> rn - _ _ --* - - -- -_ - _ -- - - _- <br /> _-._ ___--_-- - ------__-- --- - - - 331.07 331.07' 331.04' 331.05' 331.05' 331.05 -- --__ <br /> 31.Q4 - 31.05 - <br /> vi N - - - --- - -- ------ - --- - ----- - ------------ - - I ----- EDIRARDS AVE�fUE N 89'56 46 ' W 999.17 "Existing" DITCH <br /> ' <br /> N 1 N 89'56'46 W 2648.58' !I __ JJ <br /> 1 II R/W (Ex) 10' P.U.E. 3757-OR-127- <br /> 20' tV N <br /> 40' O.I.D. EASEMENT FD. 1- 1/2" IRON PIPE AT " Reset 1/16 SEC. COR. 11 PROPOSED "PRIVATE" 20' DRAINAGE EASEMENT <br /> BENEDD ' i AT S. 1/4 SEC. COR. (R1,R6) BENEDI ' <br /> U U I.N.86064784 i <br /> cWn I I.N. 90114336 I.N. 84063801 13 (See Sheet 12) JOHN v� LLJ <br /> 32 "- 7VC <br />