|
10' CANAL RIGHT OF WAY --} 7� �sr..►�] s i �J DL i
<br /> SOUTH SAN JOAQUIN �e LOU L�
<br /> Ax
<br /> VINEYARD STRAWBERRIES IRRIGATION DISTRICT. u""�- _ LOQ" r� C
<br /> (VOL. 688 O.R., PG.68) L" 31--- ANTECI�' f �*^4 3s 34 }� hTl�INT� CQ:
<br /> STATE HIGHWAY ROUTE b.
<br /> 46'4" E 2637. wN 89'23'1 e
<br /> �`- =�' r.e�---� -^ 7.4s•- �`� � a 4�y,� z� �..�a..__ � t t>iQor i
<br /> 7/9^ iron gar
<br /> y a Z � 9 ,
<br /> BO 49.D0 48.60 ^+-a8-7a -48.9D 49.04 - "'49.?0 -H9-20 +49,34 -}-49.5° -60 Q D
<br /> _l_
<br /> 46.30 46.20 '-'46.20 -+-46.60 +46.80 7.00 +47.10 +-+7-40 ---47.60 +47.60 9.00 -�-46,20 +-+8.20 8.40 --48,10 -�-t8.50 - T `
<br /> 1 E W�I�W�1AD C z
<br /> t , ,9,GU aB.aG j 9 p •�-,'``�^�! R 14v E S
<br /> 7,70 .10 tQ +46-30 -�-48,40 +48.40 �.]0 +48.40 +48-50 -^48.50 +48.70 -'�-48-9a �-'49-9 +48..0 +49.0° + + +T pE�M � 4 � • Z� ]t z 7 � .�
<br /> .20 .50 --46.40 +4�6-50 +46.60 +46,80 -1`47.10 -}-47.40 +47 50 �-4 -'T�"' � 1 � .�
<br /> W 40
<br /> S .A_ }' IYN�OK Sth!
<br /> ,.�..46 I FIG x x
<br /> ` �' Z PROJECT
<br /> 7.40 7,30 -47.70 +47.80 +49.70 -+-48.20 �30 +48.40 +48.20 -'49.50 -48.60 -'-48.70 -#--48.60 -�--48.80 +-48. +49.20 +49.10 +49.10 -'-49,40 +19 0 l z 5 EDAM- i'� .1.4
<br /> 34 6.2a -}�-4sza -}-4s.4o -�-aa� -{-47.� '�{-` 9° -�}-� +4 ------}, I I` 10' CANAL RIGHT OF WAY - �� 13 Sa
<br /> W Alit �
<br /> +4 { SOUTH SAN JOAQUIN
<br /> �L�l " T2S RTE
<br /> M .7D .50 .60 +4e-70 +48.90 9.00 +49.20 +-49-2a -+-49.40 -+--49.40 F'9 0 j IRRIGATION DISTRICT. '`" Vl;IZITAS - _ _ SlNr05 -`-
<br /> 7.7a a.ta .t0 9-z0 -{-ae.z0 --49.10 " '48 T^' I -
<br /> -�-46.Ao +48.50 +47-10 �7.3° +^47.40M - }
<br /> 6-3D so zo -}-46.90 { +yea -}-4 - 4 +4 # (VOL. 688 O.R., PG.68) 11 xl V =� t,1 a _ + y�
<br /> I 1 ,730 720 750 7 80 +47A0 +"10 -t-_.25 +48.30 +.,4.30 --48.40 +48.50 -'48.70 -+-a8 0 +49.20 Cff
<br /> 49.00 -} 49.]U �a9.2a 49.40 +}9 U 49.6tl Q 1
<br /> 48.40 +46.44 46,80 T' (n
<br /> DIST A I PON
<br /> -+-
<br /> a ♦ r 0
<br /> ]D xF t4 3 37 to W ,
<br /> - - « -H7.10 7.20 +47 30 -+-47.40 -+-47.90 --47.70 +-+7. W+-48-1C 40 +48.4t1 _+48 FO -+-48.50 --48.80 ++8.9 -49.10 - 49, '-� 94 '{-49,30 4-13 IC --49.40 --�"4 a I M -
<br /> �L� I4 PEI�RIN RJ1Dtr x 11+!Q�tS �
<br /> 48.30 8.20 .90 --'46.60 79 -+--46.89 � T'
<br /> N x HIfTCFIINSUN .;* .
<br /> nw�
<br /> P 46.B 7.10 7.1❑ +47.3[7 -47.40 +47-5a -'�
<br /> 46.00 +18,20 -+-49.50 --48,80 -1-48.60 ^.+^49.70 �+-48.70 -+--49.20 -�Q 0 -+--49.24 +-49.50 +49.30 -49.50 ^+- 9 51.30
<br /> .20 +46.40 +46.40 4-6.40 -+-+6.40 -+-46,80 + T' ! 1 b S
<br /> 33 34
<br /> >wrEt�. ~ rr
<br /> 4, +4920 -+-49.20 "+'.49.46 9 1.5C Z ICU S(/Illsf��S
<br /> 7.60 780 .�4 90 9.30 -+-48.30 +-48.40 +-49.70 -+-48.70 -48.70 +-48.7U -+-48.90 -+-48.90 49.00
<br /> .70 -+-45,70 --48.'0 -+�46�30 -+-49-80 '+-46.50 +070 -+17.26 -1-47.20 "+-47.40 +4 + h
<br /> a All[AMI �
<br /> � � +crl�►� � �y T�+S R E � �
<br /> . N lU 8 70 -TO [��90 9.00 +-49-50 -49.23 9 t
<br /> 45.80 '+-45.70 -+-4 90 -+-46.20 '+-'46-5A -+'46.Sa _H6 7C
<br /> -47.24 -+-47,20 -+-47.40 -+-47.50 -4-47.70 ^� 7,90 8.41 -+-49.20 -+-46.60 -+48.80 -46.50 -+-4�- +4 ,1 48 k -'
<br /> N OVFRFIF.I~,D POWER UNES I � ' �o-// O•
<br /> 4 .50 e.6n .50 ++8.60 +48.70 '-}-46.80 +4B.U0 �' -90 +49.40 +a9.)0 -+'49.50 49 4
<br /> - �46
<br /> +45 80 6.00 -F46.30 -+-48.30 -+-4d.40 -�46-7D. 7.00 '-+-47.30 +47 30 -+-'47-4a +47 30 .a0 .20 D •-�48 �"4 �T�"'
<br /> jjjjjj � 6 g �E V I C I N I T Y M A P
<br /> 46- 0+45.80 +46,10 ^+-46.14 +^48.30 +16.60 7.00 +47.10 -}..47.10 -+--47,30 -+-4.7.60 .00 8.20 48.30 .30
<br /> O _1 .�94 9.00 +a9.i0 -+-49.,0 +-49 50 +-49-Q "�--�49 o 9 {nT W
<br /> � 46-1 6.40 .50 -+-46.80 -40.50 -46.90 7.00 +47.50 ^+-47.60 �+--48.n0 x+-040 +48.23 '+-4,654 4-48,50 4-4"Q WELL 1 m
<br /> �/ 40 9.50 11�.�5.50 +45. '+" 0 T"'
<br /> I `7
<br /> 49..'0 49 40 9 50.7Q
<br /> {LSC 710 7-1n +47.20 1 -47.20- -47.30 4-47-60 00 -+-48.'0 4.48,.40 -+ A&.70 -+-+8.70 f 49.0? 49.00 -+49.10 +4A,00 '�+"4.9`6 +49.20 +' �" Q'
<br /> .70 +46 40 +46.617 � l/.�L�.
<br /> V '
<br /> z S 8717'17* W 1318.92" 49 50 9 9
<br /> _ 46,90 "�'-48-50 �+�48.40 -+"48,atl '-+"18.60 -+-48.70 -+-49.14 '+�9-10 '+-49.?0 �+-4920 '#'49.50 +' -+-4.7"
<br /> ..... i
<br /> { 8.80 -+-48.8U 9.00 -+-491[ +-49.40 *f-49.40 -+-4950 +"4 ]�
<br /> 48-80 +44.So -+-48.40 -+-�4e.7o -+-48.6D +4&N +4 ! - ,
<br /> 48.94 48 9 10 9 10 -+-49 A 4-49.4Q 4-4950 +-49 P
<br /> 3a -F-49.80 -+-48.80 +-48"7C -+- + - T' � '
<br /> a
<br /> ` r 90 9a 9° ' "49.20 -{-49.30 -+49.70 ^+"4$.70 +'49.50 -+-49 49.90 Li
<br /> 3 9.80 -+-48.40 -+-+6.50 +i .60 +49.60 +49. �"46.
<br /> C 45 • Z
<br /> N W
<br /> _ w 48.5D 49..'s0 49.T6 -+-50.20 +SG.x -+-SG 50 -1^-50.�3 "+�
<br /> 00 '+'47,3° -+^47.30 +47.40 +47.SQ .06 '^� R�
<br /> r �7
<br /> a } Q
<br /> O bl
<br /> Z }4 +47. -+-46.60 -+-47,10 -}-47.50 +.1.54 +17.70 °0 -+-48.5 -+-49.30 +49.60 .00 -+-19.80 5° N
<br /> y o
<br /> 9.04 0 10 +49.60 -48.90 -+-46. a +-47-So ^+-47.60 -+-4 . 0 +48.30 0 ^.+-.49.30 -+-49.40 +-49 Q (n
<br /> r h
<br /> C4 A L M 0 N Q O R C H A R D w • S.S.J.I.D., ITS EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR
<br /> X4In 9 -47.60 +47 +-kd.RO 47.40 +47.50 -+47.e° B.°a -i-`830 +M70 +_70 -� `$ °2Q VERIFICATION OF THE ELEVATIONS AND DIMENSIONS INDICATED ON
<br /> 44• PLANS NOR ANY ERRORS OR OMISSIONS THAT MAY BE PRESENT.
<br /> APPROVAL IS SUBJECT TO THE DATA SHOWN WHICH APPEARS TO BE IN
<br /> !II
<br /> ..20 .10 7.94 -+-47.80 -+-47.90 --48.00 +A 100
<br /> 7,40 +47.54 7 D
<br /> 9.20 �--49.10 +-4980 « ; CONFORMITY WITH S.S.J.I.D. REQUIREMENTS FOR PROTECTION OF
<br /> DISTRICT FACILITIES.
<br /> 0 �`0. 46.90 47.80 _17.70 +47.60 -+-47.10 +-4730 -4^47-40 7 q
<br /> 9.50 ^+^49,70 9,90 '+-50.50 0 +5 + 'T''
<br /> z CONDITIONALLY APPROVED DATE
<br /> I .t. f ,750 -+-47.40 6,90 '^+'47,4 '-16.20 +-46
<br /> - - - 9. ° -+-50.30 -+-SO.BO 1.10 -�-'' 80 +1!-80 0 T'
<br /> �^ 4.20 �+-49.80 +49 9.20
<br /> 9.60 +-5q,t0 +50 -+-51.10 +-32.20 +-51.50 51.60 20 10 "+^49.40
<br /> 53
<br /> ~ 3.00 90 -+-51.d0 s1.pa -+50.40 -
<br /> 1 5 I 4 .60 +50. -+51.10 +'a2 +'5 6!
<br /> 2 1/s t•� S 8911 1'2Cr W 1319.11'
<br /> t/Ir iron Bar OWNER.
<br /> SPRECKELS LAND COMPANY, INC.
<br /> m S 69.11'20" W 1319.11' P.O.BOK 1287
<br /> 22 23
<br /> MANTECA, CALIFORNIA 95336
<br /> 0 R C H A R D PH. (209) 823---3121
<br /> LEGEND:
<br /> 4-51;10 NATURAL GROUND ELEVATION.
<br /> « CONTOUR ELEVATION. '`
<br /> �t PLAN ,
<br /> BENCH MARK: ELEVAnoN. 9.72 DATUMuses i LAUGENOUR AND MEIKLE LAUGENOUR AND MEIKLE T I T L E S H E E T
<br /> �;USIU SCALE SHEET
<br /> DESCRIPTION: Paint Mark on Northeast corner of `�P
<br /> •°'G, CIVIL ENGINEERS for �t
<br /> Irrigation outlet. �� .•�� G, .� fi��� � �
<br /> DESIGNED BY:
<br /> 608 COURT STREET S P R E C K E L S SUGAR COMPANY 01~
<br /> DRAWN BY: KAM _ �c d ( ��
<br /> 1 - � l P. 0. BOX 828 Section 14, 742 S., R.7 E.,
<br /> C E. 218 �s p4ga.
<br /> WOODLAND, CALIFORNIA 95695 Mount Diablo Meridian
<br /> MAY, 1992.
<br /> CHECKED BY: RGJ - __ :% '�;�t1. ^,•'• '
<br /> • �� P4''-4. I TION DATE PHONE (916) 662-1755 San Joaquin County, California. .3
<br /> REV. DATE DESCRIPTION BY APP D. EX RA q y JOB N O. 371 ----7
<br />
|