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<br /> _ Dist. Count Route Post Mile Sheet Tot
<br /> y No. Sheers
<br /> S9 7669,652 7 N '
<br /> -- ---------_ 2273 v0.00.00. 7- • em • • • v ! • . . . ----- --- -- --- ----
<br /> 74 0, 79-9.5-C E3 E - -- __-- _
<br /> 1- - I
<br /> Approved: -- _ --
<br /> RCE
<br /> 87
<br /> (Yj / SURVEYTO MFCE' ENGINE°R 0
<br /> Date:
<br /> -------------- BEA R/NGS �'
<br /> ,5-97,668,2a5- 1Y zs 2 2 74- 8/. g O B, C. MONUMENTS COOf1D/NA TES
<br /> -____ -_--- D/S TA LACES
<br /> 930. 902E 3d L ,C,q ,��p, 596 305.200 JV
<br /> N O'2 'S7' (�2) /l�f O/7---4 0.9 f 74-I' 2 660 E /VI 6"58'SO" W.
<br /> ¢ /. / 597559.3/0—/V
<br /> /VO12• 37"
<br /> 97,6q-0.60,5- N
<br /> 599,/57 7/O N N. / 607,23
<br /> 4-/.4- 174-/,767,S9 O E' -- ----- --
<br /> � —__ IY. 5'2/'/3" W.
<br /> 7 600,637.72 o N
<br /> 74-1 28,'900 ,57
<br /> JOE COTTA PROP R7"/ES,
<br /> INC. - n '
<br /> 3793 - OP - 08/ o_ o�, R ,30 30 24
<br /> -�. 4 03LOIS 4411Z
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<br /> o ro N o R 3 00 y
<br /> T = 83.57LT, FF?.RDW
<br /> Q = /67. /0, t,0 R-3O0 � W c��
<br /> 599,398.26'9 N ; p� O
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<br /> i i , 2Z�0 ,599S7S/97N 716 E C•
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<br /> N. O'39'00' E. SL9� 72 s99.O_76 /76 /v ---- - - -- -- - / 7V- 546.252E R P .. ;• �
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<br /> 22 79 -,4- ,9,9.&_g P. /, I I0 .26/•060 /y ---i5-7/ /�'7 I 0 2292132,89 �?D.T_CONST. �` / 2 ¢ ¢ S99�S�3 l93 N_
<br /> 7g 65'�I (h SIO / 74%S66S56,�� 1, 7¢/' _ _ _ -- -- ,— S99,376,225N / 742 610.12/ E
<br /> oo.00BtG, RP ;4 66 LT. 1742 6/E.z/9 '
<br /> Al p o3 g'/¢” N/ //34:32 /V. O 3 9 00" I'I! -2,099.95" � - TD S.4 CRA N/EN TO
<br /> 2275 E 7 s 9 �- / 2 3 9- , 6' -7 8 .9 2290 / z t/3 93 2298
<br /> R/W Ah /e Poir>f 597 84 2,003 N 2,74-6.50 RTE S CC7NST, g` / /,g q - .I 1 c0 599, /65. 782_N_
<br /> {-- To STOC�TDIY 9 /,7g-/, G70. 8 19 E OQOp BEG. RP 166,66,RT,
<br /> .597636,53/ N S97638.7¢� N 2293�2�00 ,oD7, CONSre /V
<br /> 1,7¢/,754-.7.30E S99 006.227 N
<br /> 78 753 E ---�--- / 2 &
<br /> /82� l9' _ l 7¢/ 80% 797 E d=896'24" nfd,,, ¢/Q
<br /> ' ' R=/8�0' 5_99 28�.SBg N Sz
<br /> O°3S'25" W. /,8 26.4 0 - r 80' FEE 7 O S, J. CO. R / W7 N. O ' SZ2'S 'e-, 1,36-7.5-9' 2/8, 67' —9 -
<br /> N.
<br /> NO�2SSt E
<br /> I-1a,4?1V?-O/\/ It:?OA D s98,�86�S�s N -- , E �g�3�,
<br /> ' /,7.7-% 639.06'3 22,90 / 2 .3 ¢ �! 9
<br /> 0
<br /> OR 30G - 9-- ----
<br /> ----
<br /> o o y 2 4 E �9 S .
<br /> 2' bo/t cyf 599 0�� 1794' E
<br /> o N /�•,� > 2Z98
<br /> LA WRE/VC�' F. BA ERI s�c. 2 LOPES RANCH //VC. ep
<br /> 4-6 ,5"9 7 635. 7/6' N I (� R = /800,
<br /> 97 ,
<br /> �_— -___ 130/O - OR --- 665-
<br /> 22E/ - 01P - S/ /,7 /, 888, 688 E o T - /38,08'
<br /> 2070 - OR - 326 NIW n �� � � = 27562' � � °1 � STATE OF CALIFORNIA
<br /> A �
<br /> / IV
<br /> N p b NINA�( • �. BUSINESS ANO TRANSPORTATION AGENCY
<br /> %5"A A/ c./OA C? U � 4j
<br /> , N
<br /> C) N ,DEPARTMENT OF TRANSPORTATION
<br /> LEGEND h na u DISTRICT 10 STOCKTON
<br /> NOTE:
<br /> UNLESS OTHERWISE INDICATED , ALL R/W TIES 8iONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE (� O
<br /> ARE AT RIGHT ANGLES OR RADIALLY APPOSITE � RIGHT DEPARTQMENTYOF TENGIRANSIPQRTATNG CIONO DOSTR CTR RVEOYS SECTION, ® GEODETIC CONTROLFIRST OR SECOND SECTION, STAIN THE NATIONAL
<br /> .
<br /> RECORD 00FIF
<br /> 0
<br /> COORDINATES , BEARINGS AND DISTANCES 1976 EAST CHARTER WAY STOCKTON
<br /> SHOWN ARE BASED ON THE CALIFORNIA Q PROPERTY CORNER MONUMENT FOUND. O PROJECT CONTROL SURVEY MONUMENT -( BRASS CAP SET IN CONCRETE) SURVEY
<br /> COORDINATE SYSTEM , ZONE 3 CENTER OF SECTION ( CALCULATED UNLESS El SET I" I.D. x 30" IRON PIPE & CAP (CALIF. DIV. OF HWYS. OR CAL DOT) SHOWING MONUMENTS FOUND, SET B RESET
<br /> PREPARED f BY DRAWN BY --
<br /> �P O OTHERWISE NOTED ) -� SECTION CORNER OR 1 /4 SECTION (CALCULATED UNLESS OTHERWISE NOTED)
<br /> _ _L _
<br /> 1��'� -__ _ .__._ __._.
<br /> CHECKED BY SET 3/4% 9" PIN W/WELDED WASHER; SAN O NOTHING FOUND NOTHING SET
<br /> _ _ CHECKED BY t - JOAOUIN COUNTY TYPE � _a....sC•4� ...
<br />
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