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SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND
<br />SURVEYORS' ACT AT THE REQUEST OF THE VERNALIS AGGREGATE PRODUCERS.
<br />DATED THIS DAY OF !•j�1,j , 2016.
<br />R. HOWARD L.S. 7250
<br />COUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORjS' ACT THIS _16= T'-' DAY OF ,,I V PI P: 2016.
<br />WARREN D. SMITH, L.S. 4842
<br />COUNTY SURVEYOR 05\4c1� LA1y03G
<br />OWARREN o
<br />Q SMITH
<br />No 4842
<br />(p
<br />� 0
<br />z;
<br />OF CACI i
<br />RECORDER'S STATEMENT:
<br />FILED THIS Z90 DAY OF f(ln 2016 AT lv-^ M. IN
<br />BOOK _ OF SURVEYS, AT PAGE AT THE REQUEST OF OMNI MEANS, LTD.
<br />FEE: $��
<br />Y`i_ .L4J- �r�. i' Ti .fx.aE BY:
<br />STEVE J. BESTOLARIDES ASSISTA4T/DEPUTY RECORDER
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />Doc 4: 2016-071145
<br />06/20/2016 10:48:21 RM
<br />Page: 1 of 6 Fee: $24.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />Illl�11til��ak��l
<br />RECORD OF SURVEY
<br />PORTIONS OF SECTIONS 25 AND 36, T. 3 S., R. 5 E. AND OF
<br />SECTIONS 30 AND 31, T. 3 S., R. 6 E., M.D.M.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />JANUARY 2016
<br />•"omni • means
<br />ENGINEERS PLANNERS
<br />SACRAMENTO REGION oleo In:
<br />MEO
<br />943 RAMS TO REDDING
<br />Sta. 100 R..eAlle, CA 95678 ViSALIA
<br />(914) 742-8448, m. 782-8449 WALNUT CREEK
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS OF THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983
<br />(NAD 83), EPOCH 1991.35, CALIFORNIA COORDINATE SYSTEM, STATE PLANE
<br />COORDINATES, ZONE 3, AND IS BASED UPON A GPS SURVEY USING NATIONAL
<br />GEODETIC SURVEY CONTROL STATIONS: HPGN CA 10 13, HPGN D CA 10 HG AND
<br />K 1128.
<br />THE PROJECT AVERAGE COMBINED SCALE FACTOR = 0.99992623 (FROM GRID TO
<br />GROUND IS 1.00007378).
<br />SURVEY NARRATIVE:
<br />THE PURPOSE OF THIS SURVEY IS TO SET MONUMENTS ALONG THE NEW ACQUIRED
<br />STATE RIGHT OF WAY AND TO MEMORIALIZE THE CONDITION OF EXISTING
<br />MONUMENTS WITHIN THE PROJECT AREA, AFTER THE COMPLETED MAJOR ROAD
<br />RE -CONSTRUCTION PROJECT.
<br />FOUR CALTRANS BRASS CAPPED CONTROL MONUMENTS FROM STATE OF CALIFORNIA
<br />RIGHT OF WAY MAP 10 -SJ -132, SHEETS 4-9 (REFERENCE [1]), WERE FOUND AND
<br />TIED - #112, #132, #152, AND #183. THESE FOUR CONTROL MONUMENTS WERE
<br />DETERMINED TO BE THE BEST REMAINING EVIDENCE OF THE RIGHTS-OF-WAY
<br />LOCATION. THEY WERE HELD FOR RE-ESTABLISHING THE CALTRANS ROW IN ITS
<br />RECORD LOCATION.
<br />THE SECTION CORNER MONUMENTS COMMON TO SECTIONS 25-30-31-36 AND
<br />30-29-32-31 ARE NOT THE IDENTICAL MONUMENTS TO THOSE USED IN REFERENCE
<br />[1]. THE 16" DIFFERENCE BETWEEN THE SECTION LINE BEARING AND THE
<br />RIGHTS-OF-WAY BEARINGS IS A RESULT OF HOLDING THE CALTRANS CONTROL
<br />MONUMENTS OVER THE SECTION CORNER MONUMENTS.
<br />LEGEND:
<br />SECTION CORNER FOUND AS NOTED
<br />QUARTER SECTION CORNER FOUND AS NOTED
<br />B CENTER SECTION CORNER FOUND AS NOTED
<br />CALTRANS MONUMENT AS NOTED
<br />f DIMENSION POINT, NOTHING FOUND OR SET
<br />• FD. MONUMENT AS NOTED
<br />�I SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED LS 7250
<br />Oo SET 2" BRASS DISC IN MONUMENT WELL STAMPED LS 7250
<br />OR AS NOTED
<br />X1 SET MAG NAIL & WASHER STAMPED LS 7250 IN ASPHALT
<br />R/W RIGHT OF WAY
<br />FD. FOUND
<br />I.P. IRON PIPE
<br />MON. MONUMENT
<br />O.R. OFFICIAL RECORDS
<br />DOC. DOCUMENT NUMBER
<br />IN. INSTRUMENT NUMBER
<br />[#] REFERENCE PER SAN JOAQUIN COUNTY RECORDS
<br />ALL DISTANCES SHOWN ARE GROUND DISTANCES
<br />UNLESS OTHERWISE NOTED
<br />(#) GROUND DISTANCES IN U.S. SURVEY FOOT
<br />(#J GRID DISTANCES IN U.S. SURVEY FOOT
<br /><M> MEASURED DISTANCE IN METERS
<br /><C> CALCULATED DISTANCE
<br />ACCESS PROHIBITED
<br />!�1 ACCESS PROHIBITED SUPERSEDED
<br />40?D1ll?Wk to 3-64%
<br />[1]
<br />RECORD
<br />C)
<br />f
<br />Z
<br />O
<br />H
<br />CALIFORNIA RIGHT OF WAY MAP:
<br />Q
<br />`1
<br />U
<br />0
<br />�To
<br />9
<br />PROJECT AREA ,�,, °'
<br />ALL DISTANCES
<br />SHOWN FOR
<br />O
<br />,F
<br />�t TA
<br />PARCEL
<br />MAP BK. 21, PG. 181
<br />DEL
<br />MEN0(914
<br />PARCEL
<br />MAP BK. 21, PG. 109
<br />132 VERNALIS f�
<br />RECORD
<br />OF SURVEY BK. 25. PG.
<br />115
<br />RD - -1
<br />TO MODESTO--►
<br />RECORD CR -01-136
<br />[6]
<br />CANAL
<br />OF SURVEY BK. 16, PG.
<br />2
<br />[7]
<br />RECORD
<br />OF SURVEY BK. 33, PG.
<br />193
<br />[8]
<br />PARCEL
<br />MAP BK. 8, PG. 93
<br />Q
<br />GF`Q
<br />GC
<br />RECORD
<br />OF SURVEY BK. 14, PG.
<br />V)
<br />[10]
<br />RECORD
<br />OF SURVEY VOL. 10, PG.
<br />_
<br />580
<br />5
<br />MAP BK. 7, PG. 3
<br />U
<br />�
<br />RECORD
<br />OF SURVEY VOL. 10, PG.
<br />84
<br />V
<br />CORNER
<br />S
<br />[14]
<br />CORNER
<br />RECORD 00-228
<br />[15]
<br />5
<br />MAP BK. 20, PG. 161
<br />[16]
<br />DOC. 2012-139394
<br />O.R.
<br />[17]
<br />otic
<br />O.R.
<br />F181
<br />F<
<br />O.R.
<br />VICINITY MAP
<br />NOT TO SCALE
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS OF THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983
<br />(NAD 83), EPOCH 1991.35, CALIFORNIA COORDINATE SYSTEM, STATE PLANE
<br />COORDINATES, ZONE 3, AND IS BASED UPON A GPS SURVEY USING NATIONAL
<br />GEODETIC SURVEY CONTROL STATIONS: HPGN CA 10 13, HPGN D CA 10 HG AND
<br />K 1128.
<br />THE PROJECT AVERAGE COMBINED SCALE FACTOR = 0.99992623 (FROM GRID TO
<br />GROUND IS 1.00007378).
<br />SURVEY NARRATIVE:
<br />THE PURPOSE OF THIS SURVEY IS TO SET MONUMENTS ALONG THE NEW ACQUIRED
<br />STATE RIGHT OF WAY AND TO MEMORIALIZE THE CONDITION OF EXISTING
<br />MONUMENTS WITHIN THE PROJECT AREA, AFTER THE COMPLETED MAJOR ROAD
<br />RE -CONSTRUCTION PROJECT.
<br />FOUR CALTRANS BRASS CAPPED CONTROL MONUMENTS FROM STATE OF CALIFORNIA
<br />RIGHT OF WAY MAP 10 -SJ -132, SHEETS 4-9 (REFERENCE [1]), WERE FOUND AND
<br />TIED - #112, #132, #152, AND #183. THESE FOUR CONTROL MONUMENTS WERE
<br />DETERMINED TO BE THE BEST REMAINING EVIDENCE OF THE RIGHTS-OF-WAY
<br />LOCATION. THEY WERE HELD FOR RE-ESTABLISHING THE CALTRANS ROW IN ITS
<br />RECORD LOCATION.
<br />THE SECTION CORNER MONUMENTS COMMON TO SECTIONS 25-30-31-36 AND
<br />30-29-32-31 ARE NOT THE IDENTICAL MONUMENTS TO THOSE USED IN REFERENCE
<br />[1]. THE 16" DIFFERENCE BETWEEN THE SECTION LINE BEARING AND THE
<br />RIGHTS-OF-WAY BEARINGS IS A RESULT OF HOLDING THE CALTRANS CONTROL
<br />MONUMENTS OVER THE SECTION CORNER MONUMENTS.
<br />LEGEND:
<br />SECTION CORNER FOUND AS NOTED
<br />QUARTER SECTION CORNER FOUND AS NOTED
<br />B CENTER SECTION CORNER FOUND AS NOTED
<br />CALTRANS MONUMENT AS NOTED
<br />f DIMENSION POINT, NOTHING FOUND OR SET
<br />• FD. MONUMENT AS NOTED
<br />�I SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED LS 7250
<br />Oo SET 2" BRASS DISC IN MONUMENT WELL STAMPED LS 7250
<br />OR AS NOTED
<br />X1 SET MAG NAIL & WASHER STAMPED LS 7250 IN ASPHALT
<br />R/W RIGHT OF WAY
<br />FD. FOUND
<br />I.P. IRON PIPE
<br />MON. MONUMENT
<br />O.R. OFFICIAL RECORDS
<br />DOC. DOCUMENT NUMBER
<br />IN. INSTRUMENT NUMBER
<br />[#] REFERENCE PER SAN JOAQUIN COUNTY RECORDS
<br />ALL DISTANCES SHOWN ARE GROUND DISTANCES
<br />UNLESS OTHERWISE NOTED
<br />(#) GROUND DISTANCES IN U.S. SURVEY FOOT
<br />(#J GRID DISTANCES IN U.S. SURVEY FOOT
<br /><M> MEASURED DISTANCE IN METERS
<br /><C> CALCULATED DISTANCE
<br />ACCESS PROHIBITED
<br />!�1 ACCESS PROHIBITED SUPERSEDED
<br />40?D1ll?Wk to 3-64%
<br />[1]
<br />RECORD
<br />(OR CALCULATED) PER STATE OF
<br />CALIFORNIA RIGHT OF WAY MAP:
<br />10 -SJ -132,
<br />SHEETS 4 THROUGH
<br />9
<br />ALL DISTANCES
<br />SHOWN FOR
<br />THIS REFERENCE
<br />ARE GRID
<br />[2]
<br />PARCEL
<br />MAP BK. 21, PG. 181
<br />[3]
<br />PARCEL
<br />MAP BK. 21, PG. 109
<br />[4]
<br />RECORD
<br />OF SURVEY BK. 25. PG.
<br />115
<br />[5]
<br />CORNER
<br />RECORD CR -01-136
<br />[6]
<br />RECORD
<br />OF SURVEY BK. 16, PG.
<br />2
<br />[7]
<br />RECORD
<br />OF SURVEY BK. 33, PG.
<br />193
<br />[8]
<br />PARCEL
<br />MAP BK. 8, PG. 93
<br />[9]
<br />RECORD
<br />OF SURVEY BK. 14, PG.
<br />156
<br />[10]
<br />RECORD
<br />OF SURVEY VOL. 10, PG.
<br />109
<br />[11]
<br />PARCEL
<br />MAP BK. 7, PG. 3
<br />[12]
<br />RECORD
<br />OF SURVEY VOL. 10, PG.
<br />84
<br />[13]
<br />CORNER
<br />RECORD CR -99-12
<br />[14]
<br />CORNER
<br />RECORD 00-228
<br />[15]
<br />PARCEL
<br />MAP BK. 20, PG. 161
<br />[16]
<br />DOC. 2012-139394
<br />O.R.
<br />[17]
<br />DOC. 2012-139494
<br />O.R.
<br />F181
<br />DOC. 2013-137212
<br />O.R.
<br />SHEET 1 OF 6
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