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<br /> MONUMENT NOTES
<br /> M & PC 1 M & PC 8 M & PC 16 RECORD OF SURVEY
<br /> ACCEPTED A 1 Y4 INCH DIAMETER IRON PIPE WITH NO CAP, TAG, ACCEPTED 3/4 INCH DIAMETER IRON PIN WITH PLASTIC CAP STAMPED SET A 3 1/ INCH DIAMETER ALUMINUM DISK ON A 5/8 INCH
<br /> OR OTHER MARKINGS FOUND BY KSN FIELD CREWS AS THE "LS 7600" FOUND BY KSN FIELD CREWS AS THE MONUMENT SET TO DIAMETER BY 18 INCHES LONG REBAR. THE DISK IS STAMPED
<br /> MONUMENT SET AT THE 4 SECTION CORNER COMMON TO SECTIONS MARK THE CENTER / SECTION CORNER OF SECTION 18 AS SHOWN PLSS CORNER MONUMENT KSN INC. LS 8489 . THE MONUMENT BEING A PORTION OF SECTIONS 18 19 AND 30
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<br /> A 19 AND 24 AS SHOWN ON R95. THE MONUMENT WAS HELD AS ON R127. FOR THIS SURVEY, ACCEPTED THE MONUMENT AS THE WAS SET AT THE SECTION CORNER COMMON TO SECTIONS 24, 25, TOWNSHIP 2 NORTH, RANGE 9 EAST AND SECTIONS
<br /> THE LOCATION OF THE 1/ SECTION CORNER. CENTER 1/ SECTION CORNER. 19 AND 30. THE LOCATION OF THIS SECTION WAS ESTABLISHED BY 239 241 25, 26, AND 36, TOWNSHIP 2 NORTH,
<br /> SINGLE PROPORTIONATE MEASUREMENT METHOD DESCRIBED IN RANGE 8 EAST, MOUNT DIABLO BASE & MERIDIAN,
<br /> M & PC 2 M & PC 9 SECTION 7-16 OF THE 2009 BLM MANUAL OF SURVEYING SAN JOAQUIN COUNTY, CALIFORNIA
<br /> INSTRUCTIONS. M & PC 1 AND M & PC 32 AS ESTABLISHED ON
<br /> SET A 3 1/ INCH DIAMETER ALUMINUM DISK ON A 5/8 INCH ACCEPTED 1 1/ INCH DIAMETER IRON PIPE WITH NO CAP, TAG, OR THIS SURVEY WERE USED TO CONTROL THE SINGLE PROPORTION. PREPARED BY:
<br /> DIAMETER BY 18 INCHES LONG REBAR. THE DISK IS STAMPED OTHER MARKINGS FOUND BY KSN FIELD CREWS AS THE MONUMENT THE SINGLE PROPORTIONATE MEASUREMENT METHOD WAS USED TO KJEL�DSEN SINNOCK & NEUDECK INC
<br /> "PLSS CORNER MONUMENT" "KSN INC." "LS 8489" . THE MONUMENT SET AT THE 1/4 SECTION CORNER COMMON TO SECTIONS 18 AND 13
<br /> ESTABLISH THIS SECTION CORNER BECAUSE OF ITS LOCATION ON > > •
<br /> WAS SET AT THE CENTER 1/ SECTION CORNER OF SECTION 19. THE AS SHOWN ON R90. THE RANGE LINE BETWEEN TOWNSHIP 2 NORTH, RANGE 8 EAST CIVIL ENGINEERS & LAND SURVEYORS
<br /> LOCATION OF THIS CORNER WAS ESTABLISHED BY PRORATING AND TOWNSHIP 2 NORTH, RANGE 9 EAST. SEE SURVEY NOTE #5. STOCKTON, CALIFORNIA FEBRUARY, 2013
<br /> BETWEEN THE MONUMENT IDENTIFIED AS M56 ON THIS SURVEY AND M & PC 1O
<br /> B THE MONUMENT IDENTIFIED AS M57 ON THIS SURVEY. THE OVERALL
<br /> MEASURED DISTANCE OF 1555.93 FEET (GRID) AND A RECORD AFTER A DILIGENT SEAR OF THE STEEL AXLE SET ON THE SECTION M & PC 17 SHEET PURPOSE
<br /> DISTANCE OF 1556.70 FEET (GRID) [PER R95] WAS USED IN THE LINE COMMON TO SECTIONS 7 AND 12 AND AT THE SOUTH BANK MONUMENT NOTES
<br /> � OF MORMON SLOUGH. THE LOCATION OF THE SEARCH AREA WAS ACCEPTED AN 1 / INCH DIAMETER IRON PIPE WITH A BRASS CAP
<br /> PRORATION. THE CENTER / CORNER WAS PLACED AT A PRORATED STAMPED IS 2932" SET TO MARK THE 1/ SECTION CORNER
<br /> DISTANCE OF 269.16 FEET EAST OF M56 ALONG THE BEARING OF BASED ON RECORD DATA SHOWN ON R75. COMMON TO SECTIONS 29 AND 30 AS SHOWN ON R100. FOR THIS
<br /> THE LINE BETWEEN M & PC 56 AND THE MONUMENT IDENTIFIED ON SURVEY THE MONUMENT WAS HELD AS THE 1/ SECTION CORNER.
<br /> THIS SURVEY AS M & PC 1 . THIS RESULTED IN THE POSITION OF M & PC 11
<br /> THE CENTER 1/ CORNER BEING ESTABLISHED 3.91 FEET SOUTHWEST
<br /> OF A FENCE CORNER ALONG A BEARING OF SOUTH 10°32'41" WEST. ACCEPTED A 1 1/ INCH DIAMETER IRON PIPE WITH NO TAG, CAP, PC 18 M & PC 22
<br /> THE FENCE SURROUNDS PROPERTY IN THE NORTHEAST QUADRANT OR OTHER MARKINGS FOUND BY KSN FIELD CREWS AS THE HELD THE CENTER 1/ SECTION CORNER OF SECTION 30 AT THE AFTER A DILIGENT SEARCH KSN FIELD CREWS WERE UNABLE TO
<br /> IN RELATION TO THE PROPERTY CORNER. MONUMENT SET TO MARK THE SECTION CORNER COMMON TO LOCATION 1 .00 FOOT (GRID) EASTERLY OF A 3/4 INCH DIAMETER LOCATE ANY EVIDENCE OF A MONUMENT MARKING THE LOCATION OF
<br /> SECTIONS 13, 24, 18, AND 19 AS SHOWN ON R86. FOR THIS REBAR IDENTIFIED ON THIS SURVEY AS M183, ALONG AN EXTENSION THE SECTION CORNER COMMON TO SECTIONS 25, 30, 31 AND 36.
<br /> c M & PC 3 SURVEY CORNER.THE FOUND MONUMENT WAS HELD AS THE SECTION OF THE LINE BETWEEN THE MONUMENT IDENTIFIED ON THIS SURVEY ON THIS SURVEY THE LOCATION OF THE SECTION CORNER WAS
<br /> ACCEPTED THE LOCATION OF THE EXISTING FENCE CORNER AS THE AS M183 AND THE MONUMENT IDENTIFIED ON THIS SURVEY AS ESTABLISHED AT THE NORTH TERMINUS OF A 30.00 FOOT (GRID)
<br /> 1/ SECTION CORNER COMMON TO SECTIONS 19 AND 20. WITNESS M & PC 12 M80. NO MONUMENT WAS SET AT THIS CORNER. NORTHERLY EXTENSION OF THE LINE BETWEEN THE MONUMENT
<br /> MONUMENTS WERE SET NORTH AND WEST OF THE FENCE CORNER5 IDENTIFIED ON THIS SURVEY AS M175 AND THE MONUMENT
<br /> ON THE LINES IDENTIFIED AS L4 AND L24 ON THIS SURVEY. SET A 3 / INCH DIAMETER ALUMINUM DISK ON A /8 INCH PC 19 IDENTIFIED ON THIS SURVEY AS M24.
<br /> DIAMETER BY 18 INCHES LONG REBAR. THE DISK IS STAMPED AFTER A DILIGENT SEARCH KSN FIELD CREWS WERE UNABLE TO
<br /> "PLSS CORNER MONUMENT" "KSN INC." "LS 8489" . THE MONUMENT LOCATE ANY EVIDENCE OF A MONUMENT MARKING THE LOCATION OF M & PC 23
<br /> M & PC 4 WAS SET AT THE RECORD POSITION SHOWN ON R102. THE THE 1/ SECTION CORNER COMMON TO SECTIONS 25 AND 30. (KSN 3
<br /> MONUMENT IDENTIFIED AS M66 ON THIS SURVEY AS THE ANCHOR A /4 INCH DIAMETER IRON PIPE SET AT THE MOST SOUTHERLY
<br /> ACCEPTED A BOLT AND WASHER WITH NO TAG OR OTHER MARKINGS POINT, AND THE MONUMENT IDENTIFIED ON THIS SURVEY AS M64 FOUND NO RECORD THAT INDICATED A MONUMENT WAS SET AT THIS CORNER OF "PARCEL B" AS SHOWN ON R34. NOT SEARCHED FOR
<br /> FOUND BY KSN FIELD CREWS AS THE MONUMENT FOUND AT THELOCATION SUBSEQUENT TO THE ORIGINAL PLSS SURVEYS ON THIS SURVEY.
<br /> SECTION CORNER COMMON TO SECTIONS 17, 18, 19 AND 20 AS AS THE ROTATION POINT. CONDUCTED BY THE GENERAL LAND OFFICE.) THE LOCATION OF THE
<br /> D SHOWN ON R98. THE BOLT AND WASHER FIRST APPEARS IN THE SEARCH AREA WAS BASED ON RECORD DATA SHOWN THE GENERAL M & PC 24
<br /> FILED SURVEY MAPS FOR SAN JOAQUIN COUNTY ON R98. THE LAND OFFICE PLSS TOWNSHIP PLAT FOR TOWNSHIP 2 NORTH,
<br /> ORIGIN OF THE BOLT AND WASHER MONUMENT IS NOT NOTED ON M & PC 13 RANGE 9 EAST. HELD AN EXISTING FENCE CORNER OF AN OLD ACCEPTED THE BOLT AND WASHER WITH NO CAP, TAG, OR OTHER
<br /> R98. FOR THIS SURVEY THE MONUMENT WAS HELD AS THE ACCEPTED A 1 1/ INCH DIAMETER IRON PIPE WITH NO CAP, TAG, BARBWIRE FENCE AS THE CENTER 1/ SECTION CORNER. THE MARKINGS AS THE MONUMENT MATCHING THAT DESCRIPTION SET TO
<br /> LOCATION OF THE SECTION CORNER. OR OTHER MARKINGS AS THE IRON PIPE SET TO MARK THE 1/ BARBWIRE FENCE RUNS NORTH FROM THE INTERSECTION OF THE MARK THE SECTION CORNER COMMON TO SECTIONS 1 , 6, 31 , AND
<br /> SECTION CORNER COMMON TO SECTIONS 18 AND 19 AS SHOWN ON NORTH BOUNDARY OF MILTON ROAD RIGHT—OF—WAY WITH THE 36 AS SHOWN ON R100.
<br /> M & PC 5 R98. THE MONUMENT WAS HELD AS THE 1/ SECTION CORNER ON SECTION LINE COMMON TO SECTIONS 25 AND 30 APPROXIMATELY
<br /> HELD THE LOCATION OF AN EXISTING FENCE CORNER FOUND BY THIS SURVEY. ALONG THE SECTION LINE. THE FENCE TERMINATES IN AN
<br /> EAST—WEST BARBWIRE FENCE AT THE LOCATION HELD ON THIS M & PC 25
<br /> KSN FIELD CREWS AT THE 1/ SECTION CORNER COMMON TO SURVEY AS THE CENTER 1/ SECTION CORNER. SET A 3 1/ INCH SET A 3 1/ INCH DIAMETER ALUMINUM DISK ON A 5/8 INCH
<br /> SECTIONS 17 AND 18 AS SHOWN ON R127. KSN FIELD CREWS M & PC 14 DIAMETER ALUMINUM DISK ON A 5/8 INCH DIAMETER BY 18 INCHES DIAMETER BY 18 INCHES LONG REBAR. THE DISK IS STAMPED
<br /> ALSO LOCATED A REBAR AND PLASTIC CAP MARKED "LS 7600" AS
<br /> ACCEPTED THE FOUND 1 1/ INCH DIAMETER IRON PIPE WITH NO LONG REBAR. THE DISK IS STAMPED PLSS CORNER MONUMENT PLSS CORNER MONUMENT„ „KSN INC.„ „LS 8489” . THE LOCATION OF
<br /> E SHOWN ON PM 24-188, THIS REBAR BEARS S 15°04'24” E FROM CAP TAG OR OTHER MARKINGS FOUND BY KSN FIELD CREWS AS "KSN INC." "LS 8489" . THE MONUMENT WAS SET AT THE BASE OF THE 1/ SECTION CORNER COMMON TO SECTIONS 31 AND 36 WAS E
<br /> THE 1/ SECTION CORNER AND S 89°32'1 6" E 0.54 FEET FROM AND THE MONUMENT SET AT THE SECTION CORNER COMMON TO THE EXISTING FENCE POST. ESTABLISHED BY THE SINGLE PROPORTIONATE MEASUREMENT
<br /> PERPENDICULAR TO THE SECTION LINE ESTABLISHED ON THIS SECTIONS 19, 20, 29 AND 30 AS SHOWN ON R97. FOR THIS METHOD DESCRIBED IN SECTION 7-16 OF THE 2009 BLM MANUAL
<br /> SURVEY. SURVEY, THE MONUMENT WAS HELD AS THE LOCATION OF THE OF SURVEYING INSTRUCTIONS. THE PROPERTY CORNER IDENTIFIED
<br /> SECTION CORNER. THE IRON PIPE APPEARS FOR THE FIRST TIME IN M & PC 2O ON THIS SURVEY AS M & PC 22 AND THE MONUMENT IDENTIFIED
<br /> M & PC 6 THE FILED SURVEY MAPS FOR SAN JOAQUIN COUNTY ON R97. ACCEPTED
<br /> T T 2 INCH AROTO SECTIONS PIPE 30 E 31 SOINGLEPROPORTION.SSURVEY AS M & PC 24 WERE USED TO CONTROL THE
<br /> FOUND AHE SECTIONCORNERCOMMON
<br /> KSN FIELD CREWS FOUND THE 12 INCH BY 12 INCH POST ON THE M & PC 15 AND 32 AS SHOWN ON R97. THE MONUMENT WAS HELD AS THE
<br /> EAST EDGE OF A ROCK HELD AS THE SECTION CORNER COMMON SET A 3 1/ INCH DIAMETER ALUMINUM DISK ON A 5/8 INCH SECTION CORNER ON THIS SURVEY. THE MONUMENT WAS FOUND 2 PC 26
<br /> TO SECTIONS 7, 8, 17 AND 18 AS SHOWN ON R98. SET A 3 1/ FEET BELOW THE PAVEMENT OF MILTON ROAD IN AN
<br /> DIAMETER BY 18 INCHES LONG REBAR. THE DISK IS STAMPED APPROXIMATELY 6 INCH DIAMETER CHISELED HOLE. IT WAS NOT ESTABLISHED THE 1/ SECTION CORNER COMMON TO SECTION 1 AND
<br /> INCH ALUMINUM DISK ON A 5/8 INCH DIAMETER BY 30 INCHES LONG "PLSS CORNER MONUMENT" "KSN INC." "LS 8489' . THE MONUMENT
<br /> REBAR. THE DISK IS STAMPED "PLSS CORNER MONUMENT" "KSN 1 POSSIBLE TO IDENTIFY A TAG OR CAP MARKINGS INSIDE OF THE 36 ALONG THE LINE BETWEEN THE MONUMENT IDENTIFIED ON THIS
<br /> F INC." "LS 8489" . THE MONUMENT WAS SET ON THE WEST EDGE OF WAS SET AT THE SECTION CORNER COMMON TO SECTIONS 19 HOLE. SURVEY AS M & PC 28 AND THE MONUMENT IDENTIFIED ON THIS F
<br /> THE 12 INCH BY 12 INCH POST. AND 30. THE POSITION OF THE / SECTION CORNER WAS SURVEY AS M 8c PC 24, 2663.84 FEET (GRID) FROM M 8c PC 28
<br /> ESTABLISHED USING THE GRANT BOUNDARY ADJUSTMENT METHOD M & PC 21 AS SHOWN ON R110. KSN SET 2 WITNESS MONUMENTS LABELED
<br /> M & PC 7 DESCRIBED IN SECTION 7-54 OF THE 2009 BLM MANUAL OF ON THIS SURVEY AS M 204 AND M 205.
<br /> SURVEYING INSTRUCTIONS. THE MONUMENT IDENTIFIED AS M60 ON ACCEPTED A 1 INCH DIAMETER IRON PIN WITH NO CAP, TAG, OR
<br /> SET A 3 1/ INCH DIAMETER ALUMINUM DISK ON A 5/8 INCH THIS SURVEY, THE MONUMENT IDENTIFIED AS M62 ON THIS SURVEY, OTHER MARKINGS FOUND BY KSN FIELD CREWS AS THE 1 INCH M & PC 27
<br /> DIAMETER BY 18 INCHES LONG REBAR. THE DISK IS STAMPED AND RECORD BEARINGS AND DISTANCES SHOWN ON R99 WERE DIAMETER GALVANIZED IRON PIN MARKING THE 1/ SECTION CORNER ESTABLISHED THE CENTER 1/ SECTION CORNER OF SECTION 36 AT
<br /> "PLSS CORNER MONUMENT" "KSN INC." "LS 8489" . THE MONUMENT USED IN THE ADJUSTMENT THAT ESTABLISHED THE LOCATION OF COMMON TO SECTIONS 30 AND 31 PER R100. THE 1 INCH
<br /> WAS SET AT A DISTANCE OF 3811 .26 FEET (GRID) OR 57.746 THIS CORNER. DIAMETER REBAR WAS HELD AS THE 1/ SECTION CORNER ON THIS THE INTERSECTION OF THE NORTH—SOUTH 1/ SECTION LINE AND
<br /> CHAINS (GRID) EASTERLY OF THE SECTION CORNER COMMON TO SURVEY. THE EAST—WEST 1/ SECTION LINE AS BOTH ARE ESTABLISHED ON
<br /> SECTIONS 7, 12, 13 AND 18 AS SHOWN ON R75. THE MONUMENT THIS SURVEY. SET A WITNESS MONUMENT ON THIS SURVEY.
<br /> WAS SET ON THE ALIGNMENT OF THE NORTH LINE OF THE
<br /> G NORTHWEST 1/ SECTION OF SECTION 18 AS ESTABLISHED ON THIS
<br /> SURVEY HOLDING THE RECORD BEARINGS AND DISTANCES SHOWN
<br /> ON R102, THE MONUMENT IDENTIFIED AS M & PC 66 ON THIS
<br /> SURVEY AS THE ANCHOR POINT, AND THE MONUMENT IDENTIFIED
<br /> ON THIS SURVEY AS M & PC 64 AS THE ROTATION POINT.
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