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Fd. Prop. Cor., Iron Pipe Fd. Prop. Cor., Iron Pipe CALC SEC. CORNER
<br /> Dist. Count Sheet Total
<br /> ( Size not recorded ( Size( Size not recorded ) 47 3, 197. 345 N y Route Post Mile No. Sheets
<br /> 469,383.322N 469,373 .883N 1,793,287.078E 469,207.653N 10 S J 120 0.0/6.6 20 31 +
<br /> 1,792, 419. 18 7 E 1,793,371.259E
<br /> S . 89°2 5'5 5 "E 9 52 .12' 1,793,469 423 029 N 1,793, 426.0 23 E
<br /> ' 3 3' X52'
<br /> 469,209.138 N Approved � -� ✓��� �►.,�
<br /> 23+50.00 POT Manteca Rd= L EN T. MAR , RCE 20870
<br /> — D 22' N88°21'51"E 1,793,478.006E SURVEY OFFICE ENGINEER
<br /> N z SECTION LINE 22' LT. 55.00' L
<br /> ,p Fd. 1 '/4" Iron Pipe rn 469,206.940N v� �C;F ).3•„� 1-1$3
<br /> o Date:
<br /> 469,261.796N 1793,401.038E c w
<br /> S 89025' 55"E 9 50.06' 1,793,374.460E w 0D
<br /> 469 ' " = D
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<br /> �"
<br /> n
<br /> CALC. COR. o
<br /> 469 , 271 .225 N cn o 00,
<br /> wn23+50.00 POT MANTECA RD1,792 ,423,445E 55.00 NO SCALE yo
<br /> Section Line- 22' Lt.
<br /> W Ln o
<br /> 9469,150.867N S8 °2555E
<br /> 0. O
<br /> 833'S89° 25S5E 950. 01' 1,793,346.812E C„ ` O rn
<br /> CALC. COR. w919. 18
<br /> R. 7 E . >
<br /> M . D. M .2 S.1
<br /> , 990N 469,150.561 N o w to O
<br /> OD0 01793377.637E .I, 792,427.675E m0
<br /> Z to o_ 469,059. 199N SECTION 4
<br /> l
<br /> 469,
<br /> N N WANDA A. CARY 056.617N �- m 1,793,482. 289E N Z
<br /> 1,793,348, 127E r*i J +01.25 +00 m MONUMENTS COORDINATES BEARINGS 8►
<br /> ° w 3409/OR/ 2 2
<br /> j w
<br /> 21 +56-81 P.I. MANTECA ROAD - -'� ' - N m DISTANCES
<br /> Q o� f 79.18 55 iv C7
<br /> w 0 469,014. 458 N CD I T
<br /> �/ U� D 468, 016. 277 IN
<br /> toaJ N J RM 249 1,791 , 449.067E S89°52'08"E
<br /> 1, 793,428.544 E y cr) �,
<br /> g .9°W ti �� � y N�° O 468,013. 421 N 1 248.09'
<br /> 468,968.774 N Js, 158.16 W R M 261
<br /> O-O,_ 468 981.671 N 1 ,792,697. 154 E S89041'2 I�"E
<br /> 1 793,336. 257E W_ N 85'9' 21 E ( ff) 468,005. 656 N 1 430.69
<br /> S 89° 2555E - - 1,793,493.890E t"' RM 276
<br /> t CAL 894.53 -O �1-' 1,794, 127.825 E S 84°43'03E
<br /> rn
<br /> 468 936.2 N uw MON. 242 467,947.313 N 633.71
<br /> 1,792.436.180 E
<br /> 066 _ °' IRENE MANASTER 1 ,794,758.840E
<br /> WANDA A. CARY e6b' Qat y 1
<br /> � 4s
<br /> 2 x e 3074/ OR/ 15
<br /> 904/OR/.174 =�
<br /> 6 Z 8
<br /> p �9�'S2 s O�`O� 9
<br /> ,N 3 s,28 T2s �`fJ .r��`J
<br /> cn
<br /> SECTION 5468,706 .033N R� 60° l
<br /> 1,793,056.169ES
<br /> 9 6 2
<br /> ►� S 89° 25' 55" E 61 1 . 50' w S O F r �� VO ��
<br /> P rk6 N 74 9 60° �
<br /> 1 CALC. Co -� s •Q
<br /> 468,712.096 N 9g`3' �JZ O\ �2.1.260g� N N — c�QO'� �\ �\
<br /> 1,792,444.704 WANDA A. CARY \� -I a6��,a20 \ cc, ado `° 2�o F '�948sS3 \O VQ h-Z �� (°
<br /> N INSTR. ' 79062413/1979 �;Ig o N � ,OSS 82,8ti �h Q\ �
<br /> `sem O Nn 6 cn bb /0 49F -� V, �� O
<br /> x t` o cr 9 Q �' O Q
<br /> Q CALC. COR . 000 O'S� O -O -v X69, QQ �� C
<br /> -o - 468 487.298 N o0 2 5 y ° 00 0 2 P = O Q
<br /> ^� a,
<br /> ,o •� I,792,453.2 52 E �
<br /> � N y � _ � Q v
<br /> \4a M 3 11% /03 Q d`
<br /> to to a Z 2 43
<br /> O� S89°25'55"E 233.10' a$ '��9� °
<br /> 9- r' �6$26�6 I rn v n CONST.
<br /> 4 4
<br /> Q O'
<br /> \�9 3 N rn of D R_ 14 0,000' ?943s2� O°� \Q
<br /> 9�� o - 0 2 0'14 " , 4� 9S �• co
<br /> 0 0� " T = 41 200 �'� 4.T N h
<br /> �92,R99 Z Owo -4 L = 823'.99' S 02F ��x��
<br /> O 0) CC= 328,091 .654N �L
<br /> 1,792,684.725Erri
<br /> R '
<br /> ,IyZN� LEGEND 468 R:
<br /> X06• 6 SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE 9 29 93S'
<br /> FIRST OR SECOND ORDER STATION IN THE 4 S (010/
<br /> 2 g, A R/W ENGINEERING SECTION OR SURVEYS SECT ION DEPARTMENT 3 3/ i 4
<br /> 06 ,��� Q NATIONAL GEODETIC CONTROL NETWORK 93 B 23°4
<br /> OF TRANSPORTATION , DISTRICT 10 ,- 1976 EAST CHARTER WAY, Z3 OS N X-
<br /> PRP 9 STOCKTON A / \ PROJECT CONTROL SURVEY MONUMENT. �F 9 �� 0_ 388,24,
<br /> V
<br /> U � ® MONUMENTS FOUND OR SET ,QA � ,
<br /> NOTE: UNLESS OTHERWISE INDICATED ALL R/W TIES Ek N � 9 B,
<br /> MONUMENT TIES ARE AT RIGHT ANGLES OR N ❑ SET I" I.D,x24'IRONPIPE & CAP ( CAL. DIV. OF HWYS OR CAL. D.OT.) 4'
<br /> $ RADIALLY OPPOSITE N Q SECTION CORNER OR 1/4 CORNER (CALC.UNLESS OTHERWISE NOTED) 2 N
<br /> 268 4 61.46 S J - 120 = eo .....
<br /> --'— To TRACY COORDINATES, BEARINGS AND DISTANCES SHOWN O NOTHING FOUND OR SET STATE OF CALIFORNIA
<br /> ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM, � �'' 12+32,03 Manteca Rd. BUSINESS AND TRANSPORTATION AGENCY �
<br /> ZONE 3, 468,091 .259 N 468,089.6 78 N
<br /> S 89°51'50"E 12,640.08' -� 1,793,017.307 E - 1,793,428.852E ° DEPARTMENT OF TRANSPORTATION
<br /> 00
<br /> CONST. , S 89 31 36 E 6025.87
<br /> 8 9 260 I Iw 2 3 4 0) - 265 6 7 8 9 270 I 2 iv cn 3 4 275 + 6 7 DISTRICT 10 STOCKTON
<br /> o _
<br /> I v ° p° Section Corner IN 468,086.877 N ON iOD �
<br /> U1 oo Fd. Bolt 8� Washer ry w RECORD
<br /> OF
<br /> N
<br /> n REF. MON. 1,793,841.283E � � .� U'I
<br /> !� IS .p p 467,967.216 N N REF. MON. 0 I
<br /> 1
<br /> 261 pp 1,793,436.442E 4 �m 276
<br /> - � x SURVEY
<br /> To rosEM/r� - in
<br /> —
<br /> SECriON LANE N 89"58'48,"� 2626' 70` J' �' S 89°25'37"E 2t619: 46 ' t —+- SHOWING MONUMENTS FOUND, SET a RESET O
<br /> P M. 8 9
<br /> 5.3
<br /> SCALE: =100 SAN JOAQUIN COUNTY
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