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y/ - 7
<br />SET 1.25" DIAMETER
<br />BRASS DISK STAMPED
<br />"RYAN LS 8630"
<br />IN CONCRETE PAVEMENT
<br />5.00' SOUTH ON LINE
<br />S.F.N. (R3) '
<br />SET 1.25" DIAMETER
<br />BRASS DISK STAMPED -
<br />"RYAN LS 8630"
<br />IN CONCRETE PAVEMENT
<br />SET 1.25" DIAMETER
<br />BRASS DISK STAMPED
<br />"RYAN LS 8630"
<br />IN SOUTH EDGE OF
<br />CONCRETE DRIVEWAY
<br />SET 1.25" DIAMETER
<br />BRASS DISK STAMPED
<br />"RYAN LS 8630"
<br />IN CONCRETE AT BASE
<br />OF STEEL FENCE POST
<br />FD 1/2" IRON PIPE,
<br />NO TAG; WEST, 0.8'.
<br />NO RECORD
<br />TURNER ROAD
<br />FD 1/2" IRON PIPE, NO -.
<br />TAG. NO RECORD
<br />RAILROAD CL
<br />M PROJECTED
<br />� /A—
<br />S90' 00' 00"E 291.99'
<br />FD 3/4" IRON ROD
<br />IN MONUMENT BOX,
<br />WITH BRASS TAG
<br />STAMPED "RCE W
<br />19638"(R6)
<br />°a Y
<br />ON
<br />5S (6.5.B.)
<br />620.46'(R2)
<br />50.10'(M) 50.11'(R2)
<br />S.F.N.(R3)
<br />FD 3/4" IRON PIPE, NO TAG,
<br />N170 48' 10" W 0.40',
<br />SEE NOTE 3.
<br />FD AXLE(R1); EAST 0.5',
<br />SEE NOTE 4.
<br />a
<br />Uj
<br />Uj
<br />Z J
<br />U
<br />WI H
<br />U LL
<br />0 N
<br />U
<br />�a
<br />J
<br />H
<br />�O
<br />0
<br />Z
<br />FD 3/4" IRON ROD,
<br />WITH 3/4" BRASS TAG
<br />STAMPED "RCE 25835%
<br />EAST, 0. 3' . NO RECORD
<br />83°34'48"(M)
<br />82°33'(R1)
<br />FD 3/4" IRON ROD
<br />IN MONUMENT BOX,
<br />WITH BRASS TAG w
<br />STAMPED "RCE
<br />19638"(R6) O� 0
<br />M
<br />e— 04
<br />z C
<br />2 505.94'(R5) 161.
<br />-�
<br />FD 3/4" IRON PIPE
<br />w
<br />IN MONUMENT BOX,
<br />N
<br />v
<br />SET 1.25" BRASS
<br />DISK STAMPED
<br />o
<br />in
<br />"RYAN LS 8630" IN
<br />U)
<br />F-
<br />TOP OF PIPE, SFN
<br />IRON ROD PER
<br />Y
<br />CORNER RECORD
<br />O 123-127
<br />AND (R4)
<br />S900 00' 00"E
<br />S900 00' 00"E S900 00' 00"E
<br />506.23'(M)
<br />161.58'(M) 389.26(M)
<br />�
<br />Wig$
<br />�N
<br />�C
<br />O
<br />0�o
<br />O
<br />O
<br />0
<br />N
<br />Cl)
<br />\_ FD 3/4"IRON ROD
<br />IN MONUMENT BOX,
<br />WITH BRASS TAG
<br />STAMPED "RCE
<br />19638"(R5)
<br />VICINITY MAP
<br />NOT TO SCALE
<br />Doc 0: 2025-009165 NOTES:
<br />02/05/2025 08:16:44 AM
<br />Page: 1 of 1 Fee: $95.00 Steve J. Bestolarides 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br />San Joaquin County Recorders Paid By: SHOWN ON DOCUMENT AND BOOK OR VOLUME PRECEDES PAGE.
<br />,III [1 2. III 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED
<br />e , ,(� 3. SEARCHED FOR ALL MONUMENTS PER (R3); ONLY T1 0
<br />S:\Project;s\2023\23018\3_Drawings\23018_ROS2.dwg 01/27/25 2:25Pm-JAMES-XREFS: 23018_HC.dwg 18x26 FM-RS-P(M.DWG
<br />MONUMENTS FOUND AS REFERENCED PER (R3).
<br />4. FD AXLE; HAS BEEN RELIED UPON FOR SUBSTANTIAL
<br />IMPROVEMENTS; HELD FOR LINE.
<br />5. DURING THE COURSE OF THE SURVEY, THE 2' STRADDLERS
<br />NOTED ALONG TURNER ROAD WERE COVERED BY SLURRY
<br />SEAL.
<br />D.D. SHEET NO 15B
<br />WALL M SAC H & PIAZZA, 190 .
<br />CIVIL ENGINEERS 0 SURVEYORS
<br />www.bpengineers.net
<br />RECORD OF SURVEY
<br />323 W. Elm St.
<br />Lodi, CA 95240
<br />209.368.6618
<br />of Lots 11, 12, 13 and 14, Bloch 1 of
<br />"Map of the Sanquinetti Addition," in
<br />Section 1, T.3 N., R.6 E., M.D.B.& M.,
<br />City of Lodi,
<br />San Joaquin County, California
<br />January 27, 2025 Scale: 1"=60'
<br />Sheet 1 of 1
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE
<br />NORTHWEST QUARTER OF SECTION 1, T.3 N.,R.6 E., M.D.B.& M.., SHOWN
<br />ON R.S. 11-89 AS "EAST."
<br />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
<br />LAND SURVEYORS' ACT AT THE REQUEST OF RAMON SOTO IN JULY 2023.
<br />DATED THIS 27th DAY OF JANUARY , 2025 .
<br />JAMES M. RYAN, L.S. 8630
<br />WUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN AFCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
<br />LAND SURVEYORS' ACT THIS l s DAY OF )A �I L.,^! Y , 20 ZS,
<br />JAMES E. HART, L.S. 8657
<br />COUNTY SURVEYOR
<br />N o.886S5Ei
<br />RECORDER'S STATEMENT: p
<br />FILED THIS DAY OF F' C $ , 20 114T IN
<br />BOOK_jL_OF SURVEYS, AT PAGE_�� AT THE REQUEST
<br />OF JAMES M. RYAN.
<br />FEE: $
<br />4�1� �• a�! BY: Pact Y `
<br />STEVE J. BESTOLARIDES A5579"ENIY DEP
<br />ASSESSOR -RECORDER -COUNTY CLERK / UTY RECORDER
<br />LEGEND:
<br />B.O.B.
<br />S.F.N.
<br />FD
<br />SEC.
<br />D.N.
<br />I.N.
<br />M & P
<br />P.N.
<br />R.S.
<br />(R*)
<br />(M)
<br />SF
<br />CL
<br />O
<br />REFERENCES
<br />BASIS OF BEARINGS
<br />(R1)
<br />M & P 9-47
<br />SEARCHED, FOUND NOTHING
<br />(R2)
<br />R.S. 11-89
<br />FOUND
<br />(R3)
<br />R.S. 35-118
<br />SECTION
<br />(114)
<br />M & P 29-21
<br />DOCUMENT NUMBER
<br />(R5)
<br />M & P 24-50
<br />INSTRUMENT NUMBER
<br />(R6)
<br />M & P 23-95
<br />MAPS AND PLATS
<br />PARCEL MAP
<br />RECORD OF SURVEY
<br />REFERENCE NUMBER
<br />MEASURED DISTANCE
<br />SQUARE FEET
<br />CENTERLINE
<br />SET 3/4" X 30" IRON ROD WITH 2" DIAMETER ALUMINUM CAP
<br />STAMPER "BAUMBACH & PIAZZA JAMES RYAN PLS 8630",
<br />UNLESS OTHERWISE NOTED.
<br />FD. MONUMENT AS NOTED.
<br />FOUND EMPTY MONUMENT WELL WITH 2' CONCRETE NAIL
<br />STRADDLERS, SET 3/4" X 30" IRON ROD WITH 2" DIAMETER
<br />ALUMINUM CAP STAMPED, "BAUMBACH & PIAZZA JAMES RYAN PLS
<br />8630", UNLESS OTHERWISE NOTED.
<br />'/ I -P 7S
<br />
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