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<br /> Dist. County Route Post Mile Se e Na. Sheets
<br /> T. 2S . , R 6E .? M. D. M . 10 S J 12 0.0/6.6 5 31
<br /> / Approved: L REN T. MAR RCE 20870
<br /> SECTION 3 a o SURVEY OFFICE' ENGINEER
<br /> F?,A Date: D��'. 1 Gt•, 19 83 _
<br /> P M .
<br /> 0.9
<br /> GRANS G1 FIG MONUMENTS COORDINATES DISTANCES
<br /> s
<br /> A\�
<br /> R -RFA RM 26 470 ,373, 779 N
<br /> 1 , 769,617__265 E N47° 51 361E
<br /> / ROAD MANUEL H . & M. J. MADRUGA cm 33 470, 943. 734N 849. 48
<br /> 1 , 770, 247, 164 E S. 72 13 28 E
<br /> 1118 /OR / 202 470 , 662.070 N 857. 11'
<br /> RM 41 1,771 , 063 .351 E S. 80° 59 50"E
<br /> NOw N470, 459. 370 N 1,423. 18'
<br /> U�NER w RM 55 1,772 , 468 . 996E fi',4MP
<br /> 5 p _ _ -q
<br /> N o= w rn a R -
<br /> 83 9 E \2 33 v w M N c\j LO 470, 912.892 N =3 5440 ,1
<br /> 2 0
<br /> 4�0' 9�4 21 c'n5t. `1\on m = ,n cr
<br /> 470 ,8___80:-F'8--.-7N o 1, 771 , 051 . 513E 470, 082. 237I� aye. � = 147'149
<br /> N \,Z 09 Go \22N z n 1 ,770 ,637.707 E - 637. & 79 E 470,853. 196N T : 2.
<br /> 1772 117. 979E - 475 56
<br /> 4� 3\ 79 N 4� g5\� 8 E a R = 4, 000` 0= 8°mq
<br /> 58701 —1 . 69 ' r'• cCl 7 '639807
<br /> OT9 E a - , 0, \6 o RI 1 �.
<br /> \,,T 69'828 47�g57.613N a�, ao \ ,��, r`� m cNn o i__ S 8 6°32`18"E 73,093.47CjE
<br /> 0,175.674E 8 o rn 796.10 4 ! 5 .06, U I'T 480,99'
<br /> It ` 1 i
<br /> I 82.2f0' J.�-L.1-1,-1-L!'1'1 °'m
<br /> 1J.1-1 Lo 1 00 Tangent
<br /> 202.95 ( + I t- I 1 �0, 812 637N (R1)+N323 PR•C RA q„ r
<br /> IS85°2854 r N 85°33'00"E 14
<br /> E mi + 4 �_ I ff)
<br /> X5\'84,, N 82°50 25 ;o - 4400 `+ '� I - , 71,63 11°3t 1
<br /> 0'04 �' o , o + ,� R - s 8 g 40 ,� 2 3 4 N 4 405 ERP 4�4,740 48 E -
<br /> N�4o2 -4-10 RP,�N,�6 _ 9 8 7 35 6 7 �S.0°00 41 E (R) 46+32.89 8.C58e „ ,�6 Z 8 A I' �72,095.0152N =�i co
<br /> ;� N-1 y ao 0a 5� 4 SN N 6° 58'26" W (R) 46+32.89 f? 9 Rp. A 24 Lt. E
<br /> , , = 44 3 17.6 30 19.7 8 +99.38 7S-7
<br /> 7`_" °2 34„-----�c_L+. Const. s 9 R'S00p r
<br /> 2 31vN R 2 8 ►UJI
<br /> -
<br /> 470 - W (R) to ' �'_-r9 50 AFF I w
<br /> 3 .470736 . 514.220E 24 Lt. 32.49 S.6°07'45"y� ( R) to R °nst 50 T CON =
<br /> , _ 814 1 1, + --- -- P A `� �' cn
<br /> 69,817. 4C 2 3 4 -----+-- 470 6 40. 949 N r
<br /> 1' 30 �_ 8 REF. MON. 41 5 6 -1 1,771,786 .667E �.-
<br /> 9 „ `
<br /> G Rp�'N 35 6 4oprox. //4 ,Vection Line
<br /> 48 + 29-97P
<br /> ' s _
<br /> U
<br /> g 62 p G l R 1 ---- O 8e� N 9 A/GyT a
<br /> 42 69' , 06' E 4 48+ 29.97 POC Rt.Const.� 9 R� ��. 5O CONST.
<br /> S \\ 3 R/� L = 1863. 32
<br /> ° 4 0 = 29°27'04 , 24 Lt.
<br /> X 4,000 2 RT FR. RJ 1, 7�O522.582N ((`'��8.60 p 50 /� ? ?0'566 2
<br /> 9 40 1 2 , 819 S ° C. �2 0 924
<br /> �. rRA \ 3 4 858E 1j 5 2�C�
<br /> 38"
<br /> 1� 30 ` \ N R . 3625 51 1 6 7 _ 027'04„ 0 L = 1837.62 ' 45 g 5�8�3!
<br /> 29 U ! 7 — S780 19966 w/ 2i4
<br /> 9 Q70, ?9 956 4 + 470,569.. 329N N; -4- 3 38„� ,� r a=iso°She�NPIN
<br /> Z69 ,g 3 1 17 71 028.729 E 470 9.66 its
<br /> 1� 2et 3/4” Iron Pin RT CONST. � Set 3/4.. 1, 7 g 498.0 � 8 3� �„ 9 � 5���= i,��O10)
<br /> R 3575 LT. COCONST. w 82N s? o
<br /> w / 2 ` washer trot Pin ' 4x885 i E / ti `
<br /> 's 2°0` �c3'E 1 RT FR RO R _ 4408 549 , �I R _ 4000 ,� RAM/ I 2 Kosher-_� 3 14��)4?3.581N� 6 w /9
<br /> 46 N07
<br /> 0 M O o 36 5 O o = 53 31 50 R - 5000 , ;809-913EL 2 R:S2
<br /> 3 ` \fog` P R " 360 4" T = 1 ,472 .20 ° T = 2017. 50' 4 = c� N ';"70
<br /> 7
<br /> Set 31�0sher 36N . 29°27 ° ' L = 2 , 8 4 I .7 3` vil L 5 23 23,E W 4� 1--'7 �L433:.�869N
<br /> O 394:6 ;E T = 9 46. 16 1 N L = 3737. 14 T _ 23 Q 3q� m e �2,005.584E
<br /> N 58. 47 N 185 cc= cc = 466,715.597 N 5'3 - Q , do
<br /> 'p
<br /> r.$ \40•, E ,�-��"987• 0, 47 466,417.985
<br /> X200\ \ 169, q57 L = 5 0 0
<br /> 1, 771 , 154.062E ,841 (D < 8°
<br /> �! N .�0, 70 012N 1,•771 ,052.402 E cc 1, 7 65 218 N 1 c RgMP M - , 4
<br /> a .x. cP 0 420'3 95 387E cc -_ 466 -97 837E 7j, 096 557E Q Q_ 3 040' op' T , 469 S?2o
<br /> o \ , 69'9 „N„ 1,771 ' L = 268632" °o; 4503 4
<br /> \.►�oa0 o R.4 MF' 470,482.869 N T = 134 36 699 9
<br /> ,�°� 8 N N 03 R = 4400 123„ cc= 466, 761 9 /93
<br /> �` 1 9008= 3 69' ROOR DA & COWART FARMS INC. 1 772,015. 530E 1774, 813 o?E 0/ /6S8N
<br /> r'9' 7J T 701. 38 470,4 58.369 N
<br /> F
<br /> -' •� L = 4139 / OR / 227 � 1,772,010. 557E STATE OF CALIFORNIA
<br /> 466,420.630N BUSINESS AND TRANSPORTATION AGENCY
<br /> cc 1,770,675 032E DEPARTMENT OF TRANSPORTATION
<br /> LEGEND DISTRICT 10 STOCKTON
<br /> NOTE
<br /> FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> UNLESS OTHERWISE INDICATED , ALL R/W TIES 8 �ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE ® GEODETIC CONTROL NETWORK O
<br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, ���O�D ��
<br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 ,�
<br /> PROJECT CONTROL SURVEY MONUMENT .^\i
<br /> 1976 EAST CHARTER WAY,STOCKTON. ® MONUMENTS FOUND OR SET 0
<br /> COORDINATES , BEARINGS AND DISTANCES (� SET I ' I.D. x 24 IRON PIPE & CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) SURVEYSHOWN ARE BASED ON THE CALIFORNIA
<br /> COORDINATE SYSTEM ,ZONE 3 -{�- SECTION CORNER OR 1 / 4 CORNER ( CALCULATED
<br /> 1 UNLESS OTHERWISE NOTED ) SHOWING MONUMENTS FOUND, SET a RESET
<br /> l
<br /> O
<br /> L.
<br /> PREPARED BY DRAWN BY i NOTHING FOUND NOTHING SET
<br /> T
<br /> CHECKED BY � CHECKED BY $CA L1=; I"= 100' SAN J OAQ U I N COUNTY
<br /> Y
<br /> c-,771-
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