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5i$1 County Route Post Mile Sheet Total
<br /> No. Sheets
<br /> 10 SJ 12 IIA/16.-� 2 _1 16
<br /> CALIF COORDINATE CONTROL SCHEME _ _ _
<br /> Approved —. —
<br /> `LOREN T. MAR , RCE 20870
<br /> SURVEY OFFICE ENGINEER
<br /> BASIS OE BEARING Date: --- -- / 0 _ 1- 1`?IRS
<br /> v_--
<br /> SJ - 5 - 10.4 REF. MON. 10.63 REF. MON. 11 .02 S. E. COR. SEC. 12
<br /> T. 3 N. , R. 5 E. M. D. B. & M. REF. MON. 12 .13 REF. MON. 12.61 S. 1/4 Cor. Sec. 8
<br /> Brass Disc set in Brass Disc set in Brass Disc set in CAL - TRANS Brass Brass Disc set in Brass Disc set in T. 3 N. , R. 6 E . M. D.B. & M.
<br /> conc. , CAL-TRANS conc. , CAL- TRANS conc. , CAL - TRANS CAL - TRANS Brass
<br /> Disc in SurveyWell conc. CAL - TRANS conc. , CAL - TRANS
<br /> 589,71!.937N 589, 665.913N 589, 684.424NDisc in SurveyWell
<br /> 1 ,743, 265.508 E I ,744, 761, 516E 1 ,746,628.014E 589,662.727 N 589,518.589N 589,479.551 N
<br /> 1,749,813.096E 1,752 ,379.673E 1,754,983. 564E 589,411.934N.
<br /> 1 ,757,698.047 E .
<br /> tRE 11.38 REF. MON. 11 .91
<br /> BENCH MARK set in Brass Disc set in REF. MON. 12.34 REF. MON. 12 .88
<br /> D 46,4 1931 - TRANS conc. , CAL - TRANS Brass Disc set in Brass Disc set in I
<br /> SJ - 5 - 10. 1 v?S AZIMUTH MARK 589 , 626 .548N 589,614.758N conc. ICAL - TRANS
<br /> cane. , CAL - TRANS �
<br /> Brass Disc set in Standard bench mark 1 ,748,408.816E 1 ,751 ,166. 222E 589,465.404y 589,388.615N
<br /> �- disc set in 10 s f ,r 53,549.290E
<br /> 1 ,756,355. 244E
<br /> conc. , CAL - TRANS s �•
<br /> 589,615.511 N � �.�� conc. mon.
<br /> 1 .741,360.933 E
<br /> 1
<br /> 8 @ "WESTERN 1959°
<br /> 'WESTERN 1959" NGS CALIFORNIA COORDINATE ZONE 3 REF. MON. 13.33
<br /> SECOND ORDER NO SCALE Brass Disc set in
<br /> 588, 520. 30N conc. , CAL - TR ANS
<br /> 1 ,743,539.94 E 589,336.783 N
<br /> Stondord disc set _ 1,758,698.686E
<br /> in the top of a r
<br /> 10" sq. conc. mon.
<br /> 0
<br /> Z 0 C3
<br /> � � Q
<br /> ca m C)
<br /> INDICATES ONE OR MORE INTERMEDIATE
<br /> MOWS AND/OR TURNING POINTS OMITTED
<br /> FROM TRAVERSE IN THIS AREA.
<br /> Combined Grid Factor = 0.9999479
<br /> To obtain ground disluin4e ..;.,�� ,.,.. LO
<br /> grid distance by the combined factor. STATE OF CALIFORNIA
<br /> BUSINESS AND TRANSPORTATION AGENCY
<br /> 1 DEPARTMENT OF TRANSPORTATION
<br /> N �TE LEGEND
<br /> DISIF'IC1 10 -)1000K1STN
<br /> JNLESS )THEFzWISE WDKAIED , Ai1 RAW TIES 6 ONUMFNT 'IFS SUPPLEMENTAL INFORMATION MAY BE OHTAINEDFROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> ARF AT RIGHT ANGLES OR RAOIAL � Y OPPOSITE RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, GEODETIC CONTROL NETWORK RECORD
<br /> 0DEPARTMENT OF TRANSPORTATION ,OIS7RICT IO A PROJECT CONTROL SURVEY MONUMENT
<br /> 1976 EAST CHARTER WAY,STOCKTON 13 MONUMENTS FOUND
<br /> OORDINATES , RF ARINGS AND DISTANCFS
<br /> SHOWN ARE RASED ON THE CALIFORNIA [-] SET 1 ' I. D IRON PIPE a CAP ( CALIF DIV. OF HWYS OR CAL DOT ) SURVEY
<br /> COORDINATE SYSTEM , ZONE 3 SECTION CORNER OR I / 4 CORNER ( CALCULATED
<br /> UNLESS OTHERWISE NOTED ) ,HOWIN(l MONUME NIS FOUND, SET R RESET
<br /> PREPARED BY DRAWN RY _ O NOTHING FOUND OR SET
<br /> CH Y CHECKED BY � SAN JOAQUIN COUNTY
<br /> ECKFJ R _m_-
<br />
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