|
Y Sheet Total
<br /> Dist Count Route Post Mile
<br /> ;____4__ ._____._.�_ No. Sheets
<br /> T. 2S . , R. 7E . , M. D. M . 1_Sj � i2 0 66� 1 '21
<br /> Anproved
<br /> LO EN T. MAR , RCE 20870
<br /> SURVEY OFFICE ENGINEER
<br /> � 4) MONUMENTS COORDINATES BEARINGS a
<br /> DISTANCES Date '
<br /> Q `J RM 236 468,019.387N
<br /> 1 ,790, 132.337 E S89 5153 E SECTION 5 WA NDA A. CARP
<br /> REFUGIO I. COTTA
<br /> O 468,016.277 N I,3I 6 .73 r,
<br /> LL. OD 3 v RM 249 1,791,449.067E S89°52'08E 2770/ OR/355 MP RAMP A �9 U INSTR.#79082413 / 1979
<br /> YE 0 O 1 V
<br /> N 4i RM 261 468,013.421 N 1,248.09 0
<br /> d5 C) o Q) 1 , 792,697.154E S 89°41' 21 "E _ 10 ° 7'�9 u' o
<br /> to �, 468,005.656N 1,430.69' p=,2 25 g7' Q J
<br /> w ._ ° RM 276 1,794,127.825E OD OD ( r 2 4 28 � \ X90 �k. lot
<br /> w N + t QQ .A
<br /> Z Z W (A N% 9, a60 2 a99 9
<br /> F-
<br /> Z Q y -J 3 -' 7-EMP. RP. A 12 9 °
<br /> Q P O
<br /> W R=3000 7o O 0 4 1
<br /> � 5.0 °1129 v-� rn 9'\\�' 600
<br /> C (n D T= 83.57 D A3 S �
<br /> CD L= 16 7. 10 -- �-'' � da p6 96
<br /> p 468,230.206N n 26°3g 56 260
<br /> -.e-- N 8905858"E i I,79I,612.083 935
<br /> 2 018.4 7 R/w D 476.19'
<br /> I I I I I I I " N88°25'40"E 1 3
<br /> 3
<br /> 468 243.272N 2 0
<br /> 468 229.954N I 1, 132.58' W _ Not tan. -7g2,088.Oa�F 2�
<br /> c>n + _ 1,
<br /> 1,790,593.633E co N'
<br /> 0I
<br /> VIN � I 6�, 2a
<br /> TO TRACY072.8ETN cnl�Vj
<br /> , a
<br /> -+• I 468,065.292 N 468 7 459E `I� MP P. A �9 468 092.328 N
<br /> 4 I S 89°51 50 E 12,640.08' CONST. �� + i r 1,791,740.553E 1,791+90 i Tf 61,792,567. 168E
<br /> `
<br /> 1,792,567. 168 E
<br /> 8 9 240 I 2 3 4 ,.
<br /> 245 6 7 8 � 9 250 f i 2 � 3 255 6 7 9 260 I I,
<br /> Fd. I/4 COR . 468,060,005N _ -;---- �-r I_ 4 ti1O
<br /> 467,966.201 N
<br /> 467,966.298N II „ ``— N 88°59 33 04 oI Q, 2 -, 023. 160 N �p
<br /> 11/2 Iron Pin Buried IS Deep 1,791.440.557E z 7 6�i. . n ti, 1791 l9
<br /> 1,790,809.743E +82.08 % aid ,` S 84°59'4 77E 467,999.519 N
<br /> 1.790,493.265E 0.4 W. Of 3"X3" White Stoke +I r-
<br /> „ , 8. i 467,941.56ON NI N 3 2 E 270 98, I,792,066.024E TO POSE-M/TE
<br /> I III 1t11111 L11 1 1111111 1N89°58 58 E 2625.81 N 89058' 48" E 2626.70' �'ef.Mon.249 1,7Ji,564.o72E t 1791 930.121N 4 i
<br /> ,826. _ _ 461,934.761N I in 6 C' S��T�ON L/NES REF MON.261
<br /> ° 887.02
<br /> 25.02' 316.48 RT. FR.RQ. - N89 58 48 E R�w 1 19 ,0 5 ca
<br /> ' 111 11Set 3/4" Iron Pin w/2 wosher S 84°59 4
<br /> 467 94i.i86N4( I Set 3/4" Iron Pln N 3 149.99 4 5 6 563.92' 7 8 9 10 40.5„0 1 1 12 2 E 364 g
<br /> 'N R=2 975', 13 8 ink
<br /> t,790,493.634� 0) I " ~'' ° " • 71
<br /> O ow/2 Wosher N 89 5848E 810.44 o =5°01 30 L=260.92 ;N 14 232.21 15 R` 935 " A , 8 4
<br /> 0+00 Beg. 8 of O aoI_N 3 � - S84° ' N 16 24° />4ti?
<br /> RT. FRTG. RD. _� cu �+ O +I 0.0 . � 467,916.349 N _467,916.546N 59 42„E 07'q ”9 ">9 / 6T
<br /> ca 467916.560N �' 232.21 17 2 2q 8 .B?
<br /> 90,959.668 E 1,791,52 3.585E - N 467 905.216N 88 9 8/ N
<br /> 0 29 `D - 1,7 ~ - U I l91 R a ` C , 3 2/ �� 9 , 92 6 6 2
<br /> Z ti 80.61' 6200 467916.277N m ti M 1 791 564.081E = 3 ,824.666E w 5 2Q° /8 3 �s / ,4 1-
<br /> ;i
<br /> /
<br /> c6 _ co N U - RT. FRTG RD. c� 0 S
<br /> J �o l N89°5848E 1,790,753.643E rn CO Q of w ,N _ �- w o v 1,�g 1'884.gSjN T X42 �'/�O� 9 26 S 600 F
<br /> 2,058 9 19 Se ,3� /8 / 6T 0 S
<br /> o - 467 821 .214 N - c.I < O N ° L PROPERTIES o R 3000 N m 467 909.862N Q- E t 2'
<br /> U m w ' N w � N Q V F— Q : 50 ,� z 0 3� 2 T 8 Q
<br /> v rn - 0 N 4327/OR/4 1 6 W 01 30 p t-- 1 792,053. 17 c� � .�, `v/ " 4 69 rV 2 20 O''
<br /> J 1,790,573.676E Q? z M ao w T = 131 . 6 4 O Q' 2 E �-- ,4,Lj 2 W �ronA. �, O4 F
<br /> ac M o = O o 4495/OR/304 3 L = 263.1 I' a w�23 W Iron Pin �¢ ; /OA 'C.., oSh r in 1 ti 0 S6 S 3 84 /
<br /> J tIi - o O M ° F- '� osher 0 , e , \ 2 0° 2 9 ON
<br /> 0 4364/OR/659 0 4 , o s' o
<br /> 3 Ni Z ' °O N n Z O �� = 464,941.5 60iJ D: U O T 4°01'Q2,, �O ,.V F S 6Q° 2
<br /> 339.98 z 1 791
<br /> N 89058'48 E o , 565.119 0 N w v O 3 �3 , Q Ss
<br /> N89 58'58" E
<br /> 467,686. 222N w 1 149.99' 3 — N cv � CC: 46, 42/, /2 , 44� V / �g��? 00 00"
<br /> S/ OO"F
<br /> 1,790,492. 888 E 467,68,6.318N 467,686.371 N `n N N � ~ /,;>g/ 003. 33 4_ 0 ?406,3,>0 OQ'F 22 488
<br /> N 1,790,809.385E 1 ,790,959.374E 0 rn N ,9�e 2N 0 9.63 ti
<br /> °O ,n 466,864.537 N °o N `n 'QT 8/e �!J�j�
<br /> 0 0, 1,791 ,248.332E JOHN N . 8s G. ARETAK IS R ;
<br /> JOSEPH, E. a . E. M. CAMPBELL Z o N89°55'38"W 275.38' 4299/OR / 235 ° ' 2q°
<br /> r ; 0?
<br /> INSTR. #7957248 W Cc ` L ; 39q Q9 42
<br /> 466, 864.188 IN
<br /> v o 1,791, 523.712 E �� >9� '003
<br /> .3
<br /> N o ' 9�8 32N
<br /> o
<br /> 466, 635.814N
<br /> N �8/E STATE OF CALIFORNIA �+•.�
<br /> I,790,808.041E �..- 440. 32' r BUSINESS AND TRANSPORTATION AGENCY 1 2,158 . 25' —►-
<br /> S 89°55 42 E 656.54 ' S 89"55'38" E 466,635.254 N
<br /> 1,791,248.360E 2 628. 57' -- DEPARTMENT OF TRANSPORTATION 00
<br /> Center of Section LEGEND DISTRICT 10 STOCKTON
<br /> Fd. I" Iron Pipe SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL „
<br /> 465,305.327N RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION ® GEODETIC CONTROL NETWORK SCALE: 1 = 100
<br /> 1,790,806.339E DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 PROJECT CONTROL SURVEY MONUMENT RECORD OF N
<br /> SECTION S 'c 1976 EAST CHARTER WAY, STOCKTON t3 MONUMENTS FOUND OR SET O
<br /> 0 0 NOTE UNLESS OTHERWISE4 INbICATED ALL R/W TIES i] SETI" I.D.x 24"IRON PIPE 8r CAP ( CALIF DIV. OF HWYS. OR CAL DOTIT ) N
<br /> 462,664.729N too p AND MONUMENTS ARE AT RIGHTS ANGLES OR SECTION SURVEY ,n
<br /> 1,790,803.139E N o CORNER CORNER RADIALLY OPPOSITE �. UNLESS OTHERWISE NOTED ( CALCULATED
<br /> O
<br /> Fd. 1/4 Cor. z O NOTHING FOUND OR SET COORDINATES, BEARINGS AND DISTANCES SHOWN ARE SHOWING MONUMENTS FOUND, SET & RESET
<br /> I Iron Pipe PREPARED B DRAWN BY _� -
<br /> BASED ON THE CALIF. COORDINATE SYSTEM, ZONE 3 CHECKED BY CHECKED BY ` �);, SAN J OAQ U I N COUNTY
<br />
|