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<br /> N. 1/4 Cor. Sec. 4 SNo t Teets ,
<br /> Dist. County Route Post Mile
<br /> CNSDTR#VALLEY ENTERPRISES T• 2S'� R' E'� � ' D`M ' Fd. Iron Pipe 7 a5
<br /> F(tp = aD 473193.506N 10 S . J . 12 0 0.0-6.6 23 31 eV Q� .� 80010320/ 1980 410
<br /> � 1,795,927.708E
<br /> V
<br /> s SO° P 46 0 0� �q r m w BMJ/-\1\1Tr r \ 41 ti ,8 3S Q �: J T' .( a �r �, �, a Q 0 3- Approved:
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<br /> 9 2 p Q \ F - 4. U ZZ OD = = 00 u7
<br /> O S;St/ 0'9 (o Q• 47 'Q.. ,`v, tr - w v ` W w � d•r*) L REN T. MAR , RCE 20870
<br /> /03 ?02 N �ti��Q' \� 0v �? O V6 W 0) O = 00 �[ M 0. rn Q -. M N4 Ci/y Limi/Line SURVEY OFFICE ENGINEER
<br /> , 4j o v -D 0 w w ti to m Z d o_ Fd. Stee I Axle
<br /> `S
<br /> 600 ? g3 <c/ �L \ cb I-- � t0 k n 4 470 639.913N ,
<br /> ,� v M co a �• N' Ir(b v t- ac0. 0) wo 0 a O Q z Date: O1 130. ^'j bW _ Z O Q = d Z Z 1 1795,989.965E
<br /> ry Q 0 N A. \ w01 - O 468633.814 N-4 ati 0. a - 1796 038.876E -- S.89° 2322E. 1551.06'6'4. � ��°� ao k ti14ez�!
<br /> 4/ LLi 0. '�', Q OO IQJ IT ek Cr k ZOOC = co SS ✓ID LATERAL Z I P/L
<br /> = _ oJ6• 0. a z m � P. M. JOHN N. ARETAKIS
<br /> 468,235.318 N c�2388 N Q Z ,h N 5.8INSTP. X80030725/1980
<br /> 1,794, 383.057E 0/' S•84°39'28a - aE. 270.98' =
<br /> . S 89031'36"E U ftp/W 560.001 N89033124"E 2000.26 --•►
<br /> i �948�/8r �2 a i R�P4111111111111 1 till 111111111 11
<br /> R,� - , , S. 84° 50 09 E 281.45' -'t `- 1718.81
<br /> 2e >s. ON ti a _ °oo N '_ - 468,196.141 N
<br /> O /09 1 t 23°4�' d 'ti 286,+72.83 P.O.T. End Tem R 8 I 468 193.963 N -
<br /> 468,080.880N d' ' °,�° 2,0 28' ItiP' p' !t 1,796,049.547 E
<br /> -♦- TO TRACY / + /2 6 I --� I M 1 795,768.103E N 1,10
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<br /> 1,794,567.128E i - 4 26 � ,M 0)� 286+ 72.83 P.O.T. SJ-120 Const. �., 35 Lt. O I N
<br /> - 89031'36"E
<br /> ° i i_ I N + I - N Z TO YOSEM/TE
<br /> S 89 31 36 E , 6P25. 87 CONST. 1E
<br /> 7 8 9 280 1 12 3 5 6 7 8 �_ 9 290 I 2 3 4 5 6 7 9
<br /> 1-00 468,065.553N S8403 $ E _
<br /> 281+70.21 P.C.C. RR "D" 467,994.483 N oo300
<br /> 1p� 1,794,969.848E 2709 468,040.323N NIS 1 �i, +99.37 I
<br /> N 1- „ I 1,795,239.651 E 01oD colcv II�..N 78.76--�I
<br /> 1,7,g04,736.900 E �' i M N 89°I9 39 E
<br /> Q 2 MON 3 '`- 4 5 341 00.04 6 �' 1X68 0 O.6169E +�R288 N,NjN SECTION 4 �� i� 46 . 941. 020 N REF. MON. 300
<br /> ° �� RPM 1 SJ-120-242
<br /> 468.001.095 N +2 � + 1- Fd. I Iron Pipe
<br /> S 89 25 37 E _ 0 �'a ITS BAR) 1,794,903.848E SECTION LINE 1 /4 COR. } 1,796,055.767 E
<br /> 2619.46 5 \20 � 467 929.6'3"'OE • I 4.86 S.89°45 52 E. 2618.58
<br /> I I
<br /> 46? 4�g\.2AA �\ g 1,794,741`8 -" ``�' 777.56 ' R/W S . 89° 25' 37" E 537. 13' S . 88°26'00" E. 3010.80
<br /> 65 Set I" Iron Pipe N. 88° 45 54 E. .p1 467, y
<br /> 94 6.390 N
<br /> G P q0 - 440. 36N W/ Plastic Plug at �� o- §Ij1,795,518.660 E
<br /> °0z�0 'l 'S'S 2I0�'� ° 0'\e �-" q6.( gZAr�AOE R/W BctP�op. Line n of � o o- 3 JOHN N. A R E TA K I S
<br /> p: 2� P "0Q` �,T9q' RAMP"D""� "' w °- ti w = I N STP.#800 40 525 / 1980
<br /> 00 ` RPM
<br /> 00' R = 3009' � M P z d
<br /> 6 ,,�. ,935 R'\0 °00'\0 a = 3°11 29 ti ti C.A. & M. E. STANLEY _j _ O
<br /> O R' 2' 0 z w T = 83.57 M 0)
<br /> 2A0•\ ' a, M to = 167.10' + f 4272 / OR/ 264 Z N o
<br /> Z9
<br /> 4'Tgg6 ywo OD OD g6 a 00 o CC = 465,001.302N C\j N O
<br /> a 32 .� S� •p Co 66, A 2 co M ,� 1,794,939.059E
<br /> 9 99• �g2 6x 1'0%a ;p C ,4' 9A,80 0 We M Z M
<br /> , N _ ti o N
<br /> O
<br /> A m Z 467 6047?E �v '� ~ Z 467,621 .810 N o
<br /> o�C` �' �,7g4� j 1,794,746.562 E ° ' " P/L ' Fd. 11/2" Iron Pipe
<br /> S. 89 28 30 E. 1310.13 467, 609.803 N c
<br /> CK' `1'O ,3o` 1_=9287 4' _S.89°28'30"E. 27524' 13 0.00 w 118 0. 13 '
<br /> �010p� 923 S.89°2830 E. 334.62 o f 1 ,796,056. 641 E
<br /> 't 5 RO W . „WpSNER N S.89°28'30" E. 'n +70.62 oa � 467,620.619 N
<br /> w/2 1 L3 -_ 0 1,794,876.557 E
<br /> R' S N PSN 159.62' 25� - -
<br /> R L=260.25 S /68 , M o
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<br /> Qg6 S9°0 09' o ro Z O
<br /> W w /?9 TSS? S 4S +I_ a Z - 467 470.625 N SECTION 9
<br /> o g 6 •8? F 100.46 1794,875,182 E
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<br /> 9 R 0' ,� � co OLI/ S.8 9°28 30"E. � •�
<br /> R;50 330 � rq Z w •S/
<br /> v o
<br /> �Q D;3\40.50` LL In ro o gF4U w MONUMENTS COORDINATES BEARINGS a y -
<br /> Q \ 94 F=
<br /> . 0) o) 468,005 .656 N DISTANCES 4 r-
<br /> z w"��'a � \-'� 7?08A3g5,gEa - � � � ^ w RM 276 1,794, 127. 825 E S84°43'03"E ••� _
<br /> to 00
<br /> 467, 103.923 N
<br /> u7 N , •� A644665 Ln 1 �? V o MON 242 467,947. 3 13 N 633.71 M j 1,796,057.975 E
<br /> O JNA N �j� CCS?9 ti Al w 1 14 if
<br /> Lo 1794,758. 840 E N 8661456' E ;� N S 6 °
<br /> M O �O•� ,n ti ^� V6 O RM 288 467, 990.729 N � M / /S'
<br /> to N b� 'A - + I, 795, 4 18.977E S 89°44 39 E V 5?
<br /> �2 �O to RM 300 467, 985.606N 1146.82 'oil F
<br /> 1 7961565.78 1 E S890 57 E
<br /> RM 313 467,973. 538 N 1380.32 _
<br /> 466,291 .530 N 1 797,946. 053E 466,284.274 N
<br /> o STATE OF CALIFORNIA
<br /> 1,794,748.387E ° 59 1,796,060. 136E y M BUSINESS AND TRANSPORTATION AGENCY ••.r.
<br /> S .8940 E. 1311.77 P/L
<br /> 3 ti ao DEPARTMENT OF TRANSPORTATIONO
<br /> NOTE: 10 LEGEND FD. CENTER SEC.9 3 DISTRICT 10 STOCKTON /
<br /> UNLESS OTHERWISE INDIC'ATED, ALL R/W TIE & MONUMENT d' N SL4PPr_EMENTAL INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL _ 03
<br /> TIES ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE Q O RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION ® GEODETIC CONTROL NETWORK PK. WITH 2 SWING TIES
<br /> ° DEPARTMENT OF TRANSPORTATION , DISTRICT 10 Q PROJECT CONTROL SURVEY MONUMENT 465 290.227 N 0 RECORD OF 99, N
<br /> O 1976 EAST CHARTER WAY, STOCKTON a MONUMENTS FOUND OR SET 1,796,062.758 E r�o O
<br /> COORDINATES, BEARINGS AND DISTANCES OD
<br /> SHOWN ARE BASED ON THE CALIFORNIA S.89°50'02" E Z ❑ SETT I.D.i24 IRON PIPE & CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) '�-"
<br /> COORDINATE SYSTEM ZONB 3 375.00 ' City Limit Line �o SURVEY 111
<br /> ' \466,046.765 N SECTION CORNER OR I / 4 CORNER ( CALCULATED S. �4 COr., SeC. 9 N Z O
<br /> 111 UNLESS OTHERWISE NOTED ) „ SHOWING MONUMENTS FOUND, SET & RESET
<br /> PRE PA kE �, BY �I• DRAWN BY C.�, 1,794,748.723 E 0 NOTHING FOUND OR SET Fd. 5/8 Rebar 1
<br /> �+Ec►rEc BY cHEcKEo BY ZO 452 638.361 N SAN JOAQUIN COUNTY
<br /> 1,796,069.784 E SCALE : I "= 100'
<br />
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