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<br /> Dist. County Route Post Mile Sheet Total
<br /> No • 5 E • Ms D• e M • No.. eats
<br /> `�s N • • • me .o _5 39,8 8— z6
<br /> .
<br /> A/
<br /> ztc:% r 0 O �^ —-1-�
<br /> A/ 11rSECT/ 0 /v
<br /> Approved
<br /> - -- 1 =--- -
<br /> v �� .�v� OR 'N T. MAR , RCE. 20870
<br /> RA MF' LT. FR. RD• Z�G� �
<br /> �' SUR EY OFFICE ENGINEER�V�"R �' LO�.S L ��� �4 = �3DO0 ' tf0 V COh�O Dote : — `j '-�._ ..BO-_
<br /> 4 = ¢ 20 d = 9'13'17' o � �� P 0' c
<br /> 3906 - OR- 683 7- = //3.60 T = 2¢/.93 3g Q 00 P' ,�,4�,Q B N •V
<br /> L7.- Fes. RD,
<br /> Q 1 Q X y ,� R='3000' �U 2�
<br /> 2.94:878 JY h 'I �'
<br /> 6D�2 600> T =
<br /> I7�I,426 96¢ E /. 74/, 456.862 S ���,' 232X _ L = /93,5/' T - 132 aS o,
<br /> 600,7 79.S¢6 N 6 ax
<br /> !
<br /> 72 g:S9' - -+ - N 30 2320 f 7 IS a
<br /> w G T. FR. RD. "�3 " E 60/, 287.9og /V -- 3 8•C. �T, Fiq RD �'
<br /> 600 / 74/ ¢66. 237 E N85'29'/7„WC; R=2970'
<br /> ” W. ,v
<br /> N 9 q-2 34 2g59w 6 7 8 9 _ , E sos;9g N o --_c- ' __' /, /36.so" 60/9/._—��2� N d S°oZ'27„
<br /> o .5- -L-I. rr. 1 L _J.._t 1 i �� / ¢ 3O'mac, 3 E ------------ --- �' /,S/5..529 E
<br /> c�2 3¢ W 3 213
<br /> -�- - _ t /, /36.50 626,56 _
<br /> N / 2 �� 600 29 7,3`// N N `t -___--_._ F ----+- _ Q/ 1�z.C6' �l L =26/.30
<br /> '9 2`�O0 „ 72��5�9¢t58_2�8'C. I,7�/,4g6.�76 6¢10563.993 E EOo 09t¢/.0.3 E C L p FR•RD, N, g '3O'c/�'' E 6 - - ---�,7�,5�5--¢-_..� --_�___----�, �b 25/,27
<br /> N. ¢ ¢ W 2L FR RD. N. 0'3900 E N.D 3900,E 7.L,8 6' s8SL9'J7"E</z) 60/o>i�2E3 n� Z' �
<br /> r 2 3¢ 7¢/4,35.938 E /,7�/,.575,689E 23/9 70, 00 PO,T, CONST _Y
<br /> 6534p' N85.17,ZL"ECR) -RP, "A /68.34 ��S �, 2862 RP •.B „ o -- ----
<br /> h! / �? 3 �- 6' 7 8 9 N. � 20'szS --- -- �
<br /> 9 20 d g /Y Ci est/� -6O�ENQ RP A"= 28+03.62 B,C. FSP. "B" _ �� j 37 39,6/ END ,qo "meq'' 66 GT, R=3030'
<br /> 8 B.C. RP. A., 00 ¢ 2,19 E W //r38. par rvRvER R�: — - 600 878, /32 /V 29 9 7/ 2
<br /> 2/=O'.or6 36 N �-g 2 SG2.08¢" 1 25�/6,00BEG• RP,"B' Mon. �/. 7 /,78/,567.257 E -------
<br /> 7 �__c• 4.�?`B__ S 7 o/SL =c66,SB'
<br /> .F-- 7-0 S 7r0 C' 600'l 95 2 /0/ %� r d �-,9 4.g5 2310 t 99.34 p /. %EOE/,a//.7 7S N 7g/S 7 x`99 N
<br /> '�-(TO/� � 568. z 330 N "'-73.63 - — /,E3/.9S/ E 1? 1:
<br /> Q 600588, _
<br /> /V. 0'39'00' E, 1,7 3,099.95' NIS �7¢1,7o.97SE j RTE- 5- CONST, N. 0°31 '4 g " W. //'75'1.2!' g 9 i 11111 a
<br /> 2301./ 3 2,7q-6 5-0 G -7 8 353,55 9 e310 N ASO,23 �-o SACRA
<br /> "C" � N /O t 00. 00 P,0,7,- TUR Lc-R RD, = RP ,p 6,0/ ¢p/,5/� E 601 710.lg¢� N.5 40'29'w. 300.06'
<br /> �g C„ - - - - 6'009¢/.7.57 /1/ °
<br /> R=3000' 27,3 5 2307t¢5, 89 P.O.T. C OUST, / / 705,985E 30 p4'o7�-C 1 7¢1,795 907 1,�¢I,770. 6 232/+67.//P.D.T. C'OIYST. =
<br /> /B t 6O 7 7 Q d =¢�5 2'2 0 �� C g 5.9 3 -- _ - --- R
<br /> C• 9,• 6 0 4 S - --.._- ly 77 , — ' `� C. RP. D . 38 IND RP. ",0" 66 7..
<br /> RP. C°� 74'x' 6,0� 2� 24 62 END RR'G '_ 600 ,
<br /> 956 E 2 E 367•¢-2
<br /> So3/,2s -- Qoo -r =/27, 70' l 25�_�2� 62BE_G.RP, 'D"= /,-7¢/,g p_II' I�
<br /> SSS/U 2�fi 25� 7, 55 B_--C• Rp' '� 60/ /6¢ 2/0 N 2 3 35 53.2628 G_
<br /> 860,�7� 7¢ 22 911, P.O.T. TURNER RD, - - / D" /8� pn 41. �N,o 33'29'W. 193.11
<br /> Z 835? >� L =255:24 g27.53¢E RAMI, �R, M 9
<br /> G 3 E N, 0'39'00"E, /,7 /,
<br /> C" N, O�39'DO"E. 30B.E�/' I Rr-7.93' �p .,D � 3� 3. ,7 9,C' �- � � - --
<br /> 9 -+ _—.- _ _,-. ___ _ -_ - 8 _ .,D„ 32f� -- 99 IS' i �1 g 23G�0 I
<br /> _ 20_ /_ 2 - ,3------ - s -- 7 -- RP g _e
<br /> --- - — /\/9L Cor, Sec, 600 595,788-/V Gov.73 s N 99 ¢7.1
<br /> /V O �g 2 .S�i E 8 O,3 9 Fc�!Sp;<f�Q Shl �Oss�`royd� /�7¢/ 661.S/9 E J,7 •/ 8.53,63SE7777 2 10-9
<br /> 9 2g' 4 600 s0 80./3 82.03' `
<br /> /g E 230 s _ ._P_ O foo./& +0253 A 3� � N. O' 3 3'29" W, 6'/2.69 R/W 17 26,28,. N ��0 y\ N
<br /> R >4 Z3 ;75/900,SO! E RT, FR.RD, Z 2 L' „W. /6 9 9' J� - /
<br /> / yd29, �'9S Sz/, RT `6 �, c, R. goo' � -/SO ra ;0 Q023j0f98.3I E__C °5"9�S7 38�; 5 d - ¢5 y
<br /> 9 /8 978 _ NBo3�.410 d - 2/ 29'/S" °\ ►` SSD t �1' 9 -.._.__._- --R� q Al.11 X57 V
<br /> 3 \, RT FR.p z s .- N 1059
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<br /> 1/v. V V �� 0
<br /> S7 _ �i Q
<br /> /S E; cS f'-7 ,966 N ,� ��Q, Rp' 5C� Q P J p� J b (Q Q3
<br /> moo. ¢ . ¢/'9 'a 3 I o n R 7 N• 11 N yJ o P �° �O N A 0
<br /> a ��, z3/D o� 895
<br /> 1 S --f+- - 1.�- 9
<br /> 0 p g
<br /> 6 �78 �p 6 g73>6,713-9 J6 1 E NE N C (cO,
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<br /> 7
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<br /> '7(50 - --'t
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<br /> RAMP
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<br /> 176'0' �o p M \, {� -3000 m Z `� o po' Z n O O
<br /> � ,RD. � z o R.T. FR•
<br /> LOPol PA 1%l' I/Vi - = 6o e/6 o R . FR 00' 3 o Q = 8"/¢'29" 00, 0-
<br /> 30/0 - OR - 6'65 roa foo \ h w R l8 - 29, 15 216. /3' RAMP D � � R l8 '
<br /> I� d 2/ p N T = _ 3000 d = l/
<br /> 600
<br /> ,5-Y/. 4-48 N
<br /> 7- 3 p G R 55'00 -� T
<br /> , ¢I• D = 43/.52 s °
<br /> 7q2,O//,98St- E �i .� N 0 J L = 675 0S Rl j . /5rO¢' �4 L = 359.¢3 .
<br /> — --- --------- --- --- - - _ ----- ---- - o
<br /> Nq' c Ik L , 3D.9.80 � �ll
<br /> MO/ViNT,9 C00,RD1NA TES BEA RINGS lf� � � o � o o � Q)
<br /> 599, 1,57 7/o N -- - ;-- 0' � � ---_ ---_
<br /> 7¢J�76`7.5- 0 -E A/. S'2/' /3 ' w,— Q
<br /> � � o � �, CA TN�RINE DOM/NGC/S , , '
<br /> 600 637. 72 O N J 4 8 6,SO' 0 -- ---
<br /> Marl. g 1. 7 1 ------- o a 0,4 - 3s2 -- -- 4•i
<br /> - -
<br /> _ X7¢1,628.900 _ N. 7 37 23
<br /> A,10/7 4-1,.9
<br /> E N. 8Q5z5'/5" W (j (D -S C�
<br /> -- -
<br /> ,�0�1 ¢2 / - -- --- -- r` STATE OF CALIFORNIA
<br /> h P M. BUSINESS AND TRANSPORTATION AGENCY
<br /> S A t,/ 0 A /V U A/ )o-**0 ¢� g DEPARTMENT OF TRANSPORTATION
<br /> NOTE LEGEND DISTRICT 10 STOCKTON
<br /> UNLESS OTHERWISE INDICATED , ALL R/W TIES MONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE �v
<br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE . RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 GEODETIC CONTROL NETWORK. RECORD
<br /> COORDINATES , BEARINGS AND DISTANCES 1976 EAST CHARTER WAY,STOCKTON.
<br /> SHOWN ARE BASED ON THE CALIFORNIA C) PROPERTY CORNER MONUMENT FOUND. Z\ PROJECT CONTROL SURVEY MONUMENT (BRASS CAP SET IN CONCRETE)
<br /> COORDINATE SYSTEM , ZONE 3 CENTER OF SECTION (CALCULATED UNLESS EI SI<T I" I. D. x 30" IRON PIPE 8, CAP (CALIF. DIV. OF HWYS, OR CAL DOT) SURVEbr
<br /> O
<br /> PREPARED BY DRAWN BY OTHERWISE NOTED ) SECTION CORNER OR 1/4 SECTION (CALCULATED UNLESS OTHERWISE NOTED) SHOWING MONUMENTS FOUND, SET a RESET
<br /> ���_- _ - TT
<br /> CHECKED BY CHECKED BY //}//�(//( �,� SET 3/4"x 9" PIN W/WELDED WASHER, SAN 0 NOTHING FOUND, NOTHING SET
<br /> 'IP
<br /> ` � JOAQUIN COUNTY TYPE _-
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