|
FD IRON PIN
<br />IN MONUMENT WELL
<br />(4)(5)(6)
<br />�I
<br />CENTERLINE TO CENTERLINE
<br />FD
<br />FOUND
<br />MW
<br />MONUMENT WELL
<br />'
<br />Z N
<br />TOTAL DISTANCE
<br />w N
<br />G
<br />U,0_
<br />UNKNOWN ORIGIN
<br />m
<br />W!
<br />-----.___---, 2021— AT Z�J1 �.M.
<br />is
<br />SEARCHED FOR, NOT FOUND
<br />us
<br />S.J.C,S.R,
<br />`@ Q
<br />Z!
<br />R/W
<br />1
<br />JACKSMITH OF MUIR CONSULTING, INC.
<br />! 7
<br />40 01'
<br />O
<br />N
<br />V I C T O R R O A D
<br />O N8831'30"W 5063,61' C/L-C/L
<br />R W 540.11'(3)(4)(8)
<br />S88'31'30"E 500,11'(3)
<br />133.00' 167.11'
<br />SET 3/4" IRON PIPE
<br />PER (4)
<br />SFNF
<br />N
<br />DETAIL
<br />(NOT TO SCALE)
<br />59'
<br />01'
<br />FD 3/4" IRON PIN
<br />NO TAG PER (3)
<br />r
<br />a�
<br />8
<br />W
<br />w
<br />N88'31'30"W 350.09' r v
<br />-- Y --- v
<br />FD 3/4" REBAR
<br />NO TAG
<br />DETAIL
<br />(NOT TO SCALE)
<br />PARCEL 1 h
<br />12 SURVEYS 68 O
<br />SEE BOUNDARY
<br />NOTE �I
<br />FD 3/4" REBAR LAYING ON GROUND 58$'31
<br />REPLACED WITH TACK AND TAG
<br />"LS 7539" AT BASE OF WALL
<br />O
<br />T
<br />(NOT TO SCALE)
<br />N
<br />Lo
<br />0
<br />•0.25'
<br />40.00'
<br />FD 112" REBAR
<br />NO TAG (U.O.)
<br />coco
<br />66
<br />co rl-
<br />00
<br />N cli
<br />S ARGENT ROAD
<br />FD REBAR
<br />IN MONUMENT WELL
<br />(7)
<br />DRAWN BY: JMS
<br />JOB NO, 6015-01
<br />350.09'
<br />PARCEL 2
<br />12 SURVEYS fib
<br />0.86'
<br />FD 3/4" REBAR
<br />NO TAG
<br />DETAIL to
<br />(NOT TO SCALE)
<br />b $
<br />�f Q
<br />SEE BOUNDARY 0)
<br />NOTE �I
<br />N88'31'30"W 350.09' 0.67
<br />_y
<br />FD 3/4" REBAR
<br />NO TAG
<br />OETAIL
<br />PARCEL 3 (NOT TO SCALE)
<br />12 SURVEYS 68 0 38' �y
<br />N89'12'00"W 350.00'
<br />SEE BOUNDARY I�
<br />NOTE I
<br />•
<br />FD 5/8" REBAR
<br />NO TAG
<br />LID dop 101
<br />PK NAIL FD 3/4" IRON ROD
<br />PER (4} 550,46' IN MW PER (9) SURVEYOR'S_ STATEMENT:
<br />- - SFNF (550.74')(3)(8) FD BRASS CAPPED
<br />- 3132.18' IRON ROD
<br />_� — _ 7<0 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />840.86' DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
<br />FD 3/4" IRON Ro SURVEYORS' ACT AT THE REQUEST OF JUAN HERAZ ON MARCH 9 20G20,
<br />S88'31'30"E 200.00' () cc
<br />I N M W PER 9
<br />FD 3%4" IRON PIPE
<br />TAGGED "R.C,E, 7029"
<br />(3)(4) }` a
<br />! M. SMI r P: .S #7539JACK
<br />F... ICENSE EXPIRES,(/2-31-2023
<br />PARCEL "B"
<br />23 SURVEYS 59 g
<br />iLETAIL N
<br />(NOT TO SCALE) W
<br />4-0 g
<br />588 31'30" E 200.00'
<br />FD 3/4" IRON PIPE
<br />OPEN
<br />(4)
<br />S. 08,
<br />DETAIL
<br />(NOT TO SCALE)
<br />SEE BOUNDARY
<br />NOTE
<br />PARCEL "A"
<br />23 SURVEYS 59
<br />3/4" IRON ROD
<br />PER (3)(4)
<br />SFNF N89'12'00"W 149.99'
<br />BASIS OF BEARINGS:
<br />THE BEARING NORTH 00'00'00" EAST BETWEEN TWO FOUND IRON PIPES
<br />IN MONUMENTS WELLS ALONG THE CENTERLINE OF JACK TONE ROAD AS
<br />SHOWN ON THIS CERTAIN RECORD OF SURVEY FILED ON MAY 28, 1963
<br />IN VOLUME 12 OF SURVEYS AT PAGE 68 IN THE OFFICE OF THE
<br />RECORDER, SAN JOAQUIN COUNTY, WAS TAKEN AS THE BASIS OF ALL
<br />BEARINGS SHOWN ON THIS SURVEY.
<br />QOUNOARY NOTE:
<br />THE FOUND 3/4" REBARS WITH NO TAG ALONG THE
<br />EASTERLY LINE OF PARCELS 1, 2, AND 3 OF 12 SURVEYS 6B
<br />WERE NOT ACCEPTED AS SET IN THE ORIGINAL POSITION PER
<br />THE MAP. THE EVIDENCE OF THE FENCE ALONG THE
<br />NORTHERLY LINE OF PARCEL 2 BEING ON THE RECORD
<br />PROPERTY LINE NEGATES THE POSSIBILITY THAT THE
<br />LOCATION OF THE REBARS WERE ALWAYS IN THESE
<br />POSITIONS, IN ADDITION, THE LOCATION OF THE SOUTHEAST
<br />CORNER OF PARCEL "B" OF 23 SURVEYS 59 (1972) WAS
<br />SET BY THE SAME CIVIL ENGINEER (MARSHALL DUNLAP) AS
<br />12 SURVEYS 58 (1963) AND DID NOT INDICATE A BLUNDER
<br />IN THE NORTH/SOUTH DIRECTION AS SHOWN ON THIS
<br />SURVEY AND SHOWS FINDING HIS SET IRON RODS BEING IN
<br />THE RECORD LOCATION OF (3) IN 1972 PER (4). THEREFORE,
<br />IT IS THE OPINION OF THE SURVEYOR THAT THE MONUMENTS
<br />HAVE BEEN MOVED OR ARE NOT ORIGINAL AND WAS NOT A
<br />BLUNDER BY MARSHALL DUNLAP.
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE LAND SURVEYORS' ACT THIS_ � __ _DAY OF
<br />oCTbB
<br />------------------------_, 2022.
<br />JAMES E. HART
<br />COUNTY SURVEYOR
<br />P.L.S. 8657
<br />-LEGOD.,
<br />CA—C/L
<br />CENTERLINE TO CENTERLINE
<br />FD
<br />FOUND
<br />MW
<br />MONUMENT WELL
<br />'
<br />(T)
<br />TOTAL DISTANCE
<br />G
<br />U,0_
<br />UNKNOWN ORIGIN
<br />FILED THIS _— DAY OF,�0J1�
<br />-i-- -- -
<br />-----.___---, 2021— AT Z�J1 �.M.
<br />SFNF
<br />SEARCHED FOR, NOT FOUND
<br />IN BOOK _'�! OF SURVEYS, AT MAGE IV
<br />- AT THE RFOUEST OF —
<br />S.J.C,S.R,
<br />SAID JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />�,
<br />R/W
<br />RIGHT-OF—WAY
<br />JACKSMITH OF MUIR CONSULTING, INC.
<br />( )
<br />INDICATES RECORD REFERENCE,
<br />Q�
<br />BEARING, OR DISTANCE
<br />FEE:
<br />OO
<br />FOUND IRON PIPE OR REBAR IN
<br />MONUMENT WELL AS NOTED
<br />•
<br />FOUND IRON PIPE OR REBAR AS NOTED
<br />Bl,.
<br />O
<br />SFT 3/4" x 30" IRON PIPE, TAGGED "LS 7539"
<br />STEVE J. BESTOL.ARIDES
<br />A=S=Tm�T/DEPUTY RECORDER
<br />SET TACK & TAG, TAGGED "LS 7539"
<br />ASSESSOR— RECORDER — COU NCLERK
<br />iTY
<br />MA(K,t LIM ITm
<br />IN MASONRY WALL
<br />��■
<br />SUBJECT BOUNDARY LINE
<br />ADJOINING LOT LINE
<br />—
<br />CENTERLINE
<br />11 202? .1.2., 712
<br />FENCE LINE
<br />1 c; ; 2.`: %:'C ''2 P r I , `a4 IL-1
<br />:n<a7 NGS
<br />A-
<br />:iil Joe, ti RP _or `1 rc,E.
<br />nw, j J Bv ;i,EN flfJ T'- �JI'�F: htT
<br />REFERENCES -
<br />(1) DOC. NO, 2012-003774
<br />(2) DOC. NO. 2015-076363
<br />(3) RECORD OF SURVEY, VOLUME 12, PAGE 68
<br />(4) RECORD OF SURVEY, BOOK 23, PAGE 59
<br />(5) CORNER RECORD 14-80, S.J,C.S.R.
<br />(6) CORNER RECORD 17-277, S.J.C.S.R.
<br />(7) RECORD OF SURVEY, BOOK 35, PAGE 95
<br />(8) RECORD OF SURVEY, VOLUME 12, PAGE 132
<br />(9) MAPS AND PLATS. BOOK 26, PAGE 39
<br />NOTES,;_
<br />1. THIS SURVEY IS BEING FILED IN ACCORDANCE
<br />WITH SECTION 8762 (B)(2) OF THE LAND
<br />SURVEYORS' ACT.
<br />2, ALL DISTANCES AND DIMENSIONS HEREON ARE
<br />IN FEET AND DECIMALS THEREOF.
<br />3. ALL BEARINGS AND DISTANCES ARE MEASURED
<br />UNLESS NOTED OTHERWISE.
<br />4, ALL RECORDS ARE SAN JOAQUIN COUNTY
<br />RECORDS, UNLESS OTHERWISE NOTED
<br />1INAX''� I`II
<br />RECORD OF SURVEY
<br />BEING PARCEL 2 ON THE MAP OF SURVEY FILED FOR RECORD ON MAY 28. 1963
<br />IN VOLUME 12 OF RECORD OF SURVEYS AT PAGE 68 IN THE OFFICE OF THE
<br />RECORDER, SAN JOAQUIN COUNTY AND BEING THE LANDS OF HERAS—CAS rRO AS
<br />DESCRIBED IN THAT CERTAIN GRANT DEED ON JANUARY 12, 2012 AS DOCUMENT
<br />NO. 2012-003774 IN THE OFFICE OF THE RECORDER, SAN JCAQUIN COUNTY AND
<br />BEING SITUATED IN THE SW 1 j4 OF SECTION 6, T.3N„ R.8E., M.D.B.&M.
<br />UNINCORPORATED AREA SAN JOAQUIN COUNTY
<br />OCTOBER 2022
<br />CALIFORNIA
<br />MUIR CONSULTING, INC.
<br />139 CHURCH AVENUE
<br />OAKDALE, CA 95361
<br />(209) 845--8630 FAX (209) 845-8639
<br />SURVEYING • HD SCANNING • GPS • UAV
<br />www. m u ircon su I t in g. com
<br />APN: 053-030-230
<br />`;HEET 1 OF 1
<br />17128 N. ,JACK TONE ROAD
<br />
|