Laserfiche WebLink
Dist I County Route Post Mile Sheet TotalNo. Shecis <br /> A� ® �p p Q 10 C JI.0/l6.4 6 16 <br /> Fd. I"Rod as shown T. 3 0 SII.j f� . 6 E ., I�OI . D. v. C.71i M . - '""On 15/R.S./188 OREN T, MRCE 20870 <br /> 592,260. 116E SURVEY OFFICE' ENGINEER <br /> 1,751,103.554E ._ SECTION 7 ,pr-k , _ ,�A� <br /> S.87°51'16'E �' cr _ ---- <br /> LAWRENCE BALERI r� 'r"�- <br /> Fd. 3/4" Iron Pipe rqi 0.12' N <br /> 3808/OR /557 w/Brass Toa. O QD <br /> 590,772 341N_, DETAIL— — FERDINAND ALBERTI <br /> 1,751, 103.712E �'�/ <br /> NO SCALE ` <br /> �I 3497/OrR /429 <br /> 20' <br /> 589,669.196E I © 20' 589667.698E <br /> 1,751,109.031E w 1,751,149.029E <br /> ti * I — <br /> _ p C <br /> S J <br /> �I W I 4CID <br /> 589,645 M °'�� Q I ��- — w I 8O$ <br /> 1,751,079.057E N� 3$�2 OI ��O �Y 39�70'� M 589,641.574 N I <br /> R1W Q 1 ao ° p O O — 1,751,179.013 E <br /> + 1 r` O O t,-:I R/W <br /> �+ o 1 <br /> rvfc. &. '1 rani~ Z :�,, p �Iti rni S8705! !A F •� � <br /> S 8750'27"E ' — M tj '1 Const0 Oz . NI <br /> 136 S87°5005 E o w - � 7 0► <br /> 11 <br /> 136+27.33- DETAI L C <br /> o P M 137 S 87°50'0 5 E p <br /> �--- Tv R/,) V/STh ANGLE PT. NO SCALE Z 11.9 DETAIL D'� <br /> NO SCALE Q <br /> S 87°5 •' SEE DE-TAIL O'' / . "Tr EA/L "p ,f <br /> REF. MON. 11.9! --� '°" `� S 870 51 16 E C01c. 1/4 Cor. <br /> S $7°0 7" ----- -- 3,8 32.73 /q,/�I�i,_ 589,564.646 N <br /> 8 7 I.S� 4'�_' ------ - <br /> 2 + 06.25 CT/Q—/��- E - ---_____ S 87° 51 ' 16"E 1,752,431.064E <br /> 130 I 3 4 135 25'65 _ 2227.27' --s- <br /> S 8 7° 5 0 off--- 5,239.61' <br /> 964 ,4 1 ' S 8 7°5 !' 16"E - ALE nT6 589 592.I O 6 N 8 9 140 �"'�'�' --�-�--" ---.- <br /> .�_ 240.00' I + 1,751,080394E G+pns f %� 1 2 3 2366-03' <br /> `C 4 145 6 7 <br /> 1 + 2 2.4 6 8 150 =- -__.__ -- �.- <br /> 589,548. g56 N 8 I �'V_ � 153 <br /> 589,539 971 N 5,149.85 24.60' <br /> 1,750,846.561 ROBERT 0, 1,751,086.393E 1+O?0. 47� --,. <br /> � BADE co R/W RE�• 130E <br /> R W 7-0 Lip/ <br /> INDER SINGH & H . K . 3 4324 /0R/895 JAMES a MILDRED MOORE 589, 489. 597E <br /> 1,752,430.979E <br /> 4266 /OR / 704 0 It <br /> 1746 /OR /210 <br /> ° <br /> N o <br /> U) N J <br /> ) J <br /> �S84°44'03"E Q' J AR A <br /> 240' 1 rc47.83' MARY ANN <br /> s87 —� �-� BUTTERWORTH <br /> 589,261 . 158E <br /> ',750,835 9jj E 589,252.173N \\589,297.78.3N SECTION 18 � <br /> 1,751,075.61 _ ; 751, 123._ 2 3 �n 4220/OR /210 <br /> O u' <br /> M <br /> O <br /> MONUMENTS COORDINATES BEARINGSa ° <br /> _ O <br /> 3 RM 11. 38 589,626. 548N DISTANCES <br /> 1748 408 .816 E S. 890 45 18 E. <br /> -`" <br /> RM 11.91 589, 614 .758 N 257 5 7. 43' <br /> 1751 166. 222E <br /> 0 J S. 856 28 07 E N <br /> \ 589,518. 589E 12 !7, 26' - <br /> O RM 12 . 13 1 752 379.673E S. 870 23 47" E <br /> RM 12 . 341 ,753,549.290E i 170.83 STATE OF CALIFORNIA _ <br /> BUSINESS AND TRANSPORTATION AGENCY <br /> DEPARTMENT rnE TQAniSPORTATinn,1, <br /> N- 7t <br /> LEGEND nisi sic 1 K" 1 OC'K TON <br /> NIERS �HEkWl'-k !NLi,.ATEC A k W ES fA MONUMENT ?iES ;UPPLEMENTAI INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL <br /> ARE AT RIGHT ANGLES )R RAOIAL , Y OPPOSITE r� RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, GEODETIC CONTROL NETWORK <br /> DEPARTMENT OF TRANS"ORTATION ,DISTRICT In PROJECT CONTROL SURVEY MONUMENT RECORD ®� <br /> 00RDINA?i5 , BEARINGS AND DISTANCES <br /> 1976 EAST CHARTER WAY, STOCKTON El MONUMENTS FOUND <br /> SHOWN ARE t';A,SED r;N THI[ (AI 'FnuNIA f 1 SET 1 " I. D IRON PIPE 8 CAP ( CALIF DIV. OF HWYS OR CAL DOT <br /> !,�ORDWATE SYS?EM ZONE 3 -�)} SECTION CORNER OR i / 4 COR-NER ( CALCULATED %O?ul—f Vjz f <br /> T <br /> URE UNLESS OTHERWISE NOTED )PARE D BY �yJ DRAWN BY 7 O UNLESS <br /> NG FOUND OR SET SCALE : C= 100 ' )110WIN(, MONUMI N1 S I OUNP, SI T R RE SE 1 <br /> NECKED BY E:HECKED BY SAN JOAQU1N COUNTY <br /> . j / <br />