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A PORTION OF SECTION 13 T.� ., R.8E., AI.D.M. ill
<br />4 PORTION OF SECTION ,3 T. 'S., ROE., 111.O.1rT
<br />COUNTY OF SAM JOAQUIN, STATE OF CALIFORNIA
<br />MARCH 2019
<br />SHEET 1 OF 1
<br />U N I Cm
<br />_,
<br />GIN EER1 NO
<br />110 Blue Ravine Vacaa Suite 101
<br />Folsom, CA 956330
<br />DIMENSION POINT
<br />FOUND I110JUALENT AS Ib07'ED
<br />H FOUND SECTION CORNER AS NOTED
<br />SET 1 2' BRASS DISK FOR
<br />1/4 CORNER STAMPED L.S. 8799
<br />REFERENCES:
<br />ALL
<br />RECORDS USED ARE SAN
<br />JOAQUIN COUNTY RECORDS,
<br />UNLESS OTHERWISE
<br />NOTED
<br />010
<br />Prat
<br />15-176
<br />(aft)
<br />RS'
<br />6-296
<br />(!`rf3)
<br />Pm
<br />18-199
<br />(AJ
<br />PAf
<br />20-74
<br />CAP L.S. 44.50
<br />PM
<br />0-97
<br />LOCATED Ill Pitt 1.15-176-
<br />RS
<br />10-131
<br />PAnr_'E"L LIN0E
<br />PIS,
<br />10-133
<br />(D1)
<br />DN
<br />2014-032441
<br />ABBREVIATIONS:
<br />I'ND SJ PIN AND WASHER IN LfO.NUMENT
<br />CR 17-87. ACCEPTED AS SECTION[CYLR0.'_�M17AXD
<br />.HELD FOR THIS SURVEY
<br />SE+CYTON 12 oEC 118 7
<br />71. .2 S. R. 8 F,. T. 2 S. R. 9E'.
<br />SECTION 13 SECTION 18
<br />T. 2 S. P. 8 E. 1 T. 2 S. R. 9 E. ----------
<br />INTEPSE'CTION OF LONE OAK
<br />ROAD WITH CENTt,'RL•I�VE OF--\ �
<br />Tins :"InvE'Y
<br />LONE OAK
<br />8 ROAD
<br />FIND /a" IT, WITH 1MOhUiTL+'NT NOT POUND. 's
<br />PLASTIC CAP RCE 3S'Uf3T3 1 (t _ . LOATE_ OSI{ L'STABLISK'D PER CO;LVTY 1 r
<br />ROADP7-84)
<br />t�
<br />PER PM 15-170 } SWliVGT'TES (CR
<br />I I �J 1
<br />TW 15-176
<br />S89°14'Oh W 30.21'�� \ NORTH LINE - -�
<br />PARCEL "A" n v PARCL'L A (M1) n
<br />S89°19'06"W 30.17 �l SE'T J/4 CORNER-�, J
<br />FND &/" IP WITII J-----------
<br />PLASTIC CAP RCE 33088 q i
<br />PER PM 1.5-176
<br />T
<br />R'S+ 1%-1.3 i
<br />3.l J. L D. ,RAIN CANAL E'ASE'MENT PER RS I0-131
<br />PER UN RECORDED CI?ELi IVENT TO CONVEY RIGHT
<br />V ST' 1/l COP•.iVER OF WAY PEI? PI 1218 PROVIDED BY 3.34I.D.
<br />SEC'T'ION 13, MONUbIENT, (WIDTH CITED THEREIN AS 130')
<br />NOT POUND. L3T4BLISHED
<br />PER COUNTY S ✓r'INGT'TE'S"
<br />r (CR 97-33)
<br />BK
<br />BOOK
<br />co
<br />(C)
<br />CALCULATED
<br />�1 1
<br />FND
<br />FOUND
<br />- -
<br />IP
<br />IRON PIPE
<br />- -
<br />PC
<br />PAGE
<br />----
<br />PF'lf
<br />PA£ CEL YAP, BOOK k T =WZ
<br />CAP L.S. 44.50
<br />SE1 1/9
<br />- - N88"49'29"F' 5797 32'C(iO4fR) NE -R -
<br />-
<br />r LLE;1 ROAD
<br />(5291.93 PM 15-176)
<br />.� r+ ra Cf-
<br />I?S RECORD OF SURVEY, BOOK `c NCE' } C� - 1
<br />SJ SAN JOAQUIN COUNTY
<br />CR CORNER RE'C'ORD SJ SURVEYOR'S RECORDS
<br />010 MEASURED
<br />P I. PROPERTY II1TL FEST S. S. J. L D. RECORDS
<br />S.S. J. LD. SOUTH SAN JOAQUIN IRRIGATION DISTRICT
<br />DAT DOCUMEWT NUMBER
<br />0. R. OFFICIAL RECORD, BOOK & PAGE
<br />BASIS OF BEARINGS:
<br />T'rrE° 67ERIDIAN OF THIS SURVEY IS THE CALIFORNIA ST'EiTE
<br />PLANE COORDINATE SYSTEM ZONA 3, AS DETERMINED FROM
<br />TIES TO N.G.S. MONUMENTS PID AA 1251 HPGN D CA 10 GE
<br />AND AA4156 TIPGN D CA 10 HG DISTANCES SHOWN ARE
<br />GROUND BASED UNLESS OTHERWISE NOTED. JfULT11-ILY BY
<br />0.99992881 AS DETERMINED BY AILVY CORP C'ORPSCON 6.0
<br />TO OBTAIN CRID DIS'TANCES.
<br />20' 1 20'
<br />- - __ - F - ___ - - -
<br />S.S.-H.D. MAIN CANAL EASEMENT
<br />PER UN-REL"OFDED AGREEMENT TO CONVEY FICTIT
<br />OF WAY PER RI. 9217, PROVIDED BY S.S.J.LD.
<br />(NO WIDTH CITED THEREIN)
<br />AREA CALCULATES 130' WIDE
<br />_ 58900'46"F'
<br />-58912'09"r; 10.12'_
<br />v Ill 3/4" IP LS 3580
<br />LAST 1/4 CORNER -
<br />SECTION 18 PER PAT 17-97
<br />(542.5.48'PM 17-97)
<br />(•542S.S0 ;111.)
<br />- - - -�. 54 24.82 M)
<br />-- - --
<br />(5291.00'f?S" 6-221) /
<br />co
<br />,, F1'vD 1 1/4 IP WIl H 1 AG
<br />30' WIDE ROAD EASEMENT
<br />/ l
<br />�
<br />PER RS B-296 I1O1 LEGIBLE
<br />PER B'K 612 PG „G2 0.1?.
<br />CALCULATE BDI,I' POSITION TI TON
<br />- - /
<br />20 20'
<br />- m_ _
<br />_ __
<br />irHEN HO DI,VG iONU_iIL N1'S'
<br />i, ;a
<br />CAP L.S. 44.50
<br />F
<br />LOCATED Ill Pitt 1.15-176-
<br />,.,a
<br />I
<br />PAnr_'E"L LIN0E
<br />-`
<br />COUNTY RECORDER'S STATEMENT:
<br />I
<br />S r'1 a �
<br />� - 9 6
<br />PER RS 6-296
<br />BOLT POSITION
<br />Fill SJ PIN AND WASHER IN
<br />MONTHr1ENT WE'LL, SECTION CORNER
<br />PER PAI 18-199 (CR 17-813). ACCP.TTi,Al £d0iWVENI' AA4251
<br />AND FIELD FOR THIS SURVEY D .31G_N27ION' f1 i'T D CA 10 GK
<br />-
<br />N=2091851.651 E-0107663.585 2010.00 EPOCH FUBLIaTTLD VALUE
<br />N,g4'22'49.2E CRID DISTATiCE 36,6?0 U1 1318
<br />N 2055146.10 E-6471864.72
<br />24 106
<br />G'
<br />;0p ,
<br />'JCS ffWVUV_K`1T AA42.56 1p IJI�r1 � lilf(r-,
<br />DEa1GiVAT'ION.' HPGN D CA 10 HG
<br />9010.00 EPOCH PUBLI 3£IED VALUE 9 99,
<br />X=2089368.81 E=6321153.91
<br />D.D. SHEET NOS. 61 & 62
<br />39- I10
<br />NOTE:
<br />_ _TIE PURPOSE OF THIS SURVEY IS TO ESTABLLS'H THE FAST QUARTER
<br />CORNER OF SECTION 13, T'. 2 S., R. 8 E., M.D.M. THE :AME POINT BEING
<br />1AT COMMON WITH THE WEST QUARTER CORNER OF SECTION 13, T. 2 S.,
<br />R. 8 E., M. D. M. PER THE ORIGINAL G.L.O. NOTES. DUE TO THE
<br />DIS'CRE'PANCY IN AIAMll PART'IC'ULARLY TO THE SOUTH WHERE THE
<br />r
<br />r ,
<br />a'
<br />r 'T F '
<br />Sr,CTIOl. CORNER RE,✓O�NIZEJ BY THE CvUtTIY O1 SAN JOAQUIN r'IAS DEN
<br />DISPUTED IN PARTICULAR BY RS 10-1.33 BY SOME 20 FEET, THE QUART'E'R
<br />CORNER LOCATION COULD NOT BE ACCURATELY ESTABLISHED FROM FOUND
<br />ifONUMENTATION. SAN JOAQUIN COUNTY UNDER THE DIRIXTIOAT OF WARREN
<br />SMITH TRIED TO LOCATE THE ORIGINAL QUARTER CORNER DUT WERE
<br />UNSUCCESSFUL. SSFUL. AT THAT' POINT TIIE C'OUNT'Y DETERMI'NE'D TBE QUARTER
<br />CORNER AS LOST AND REQUESTED THIS RECORD OF SURVEY BE F'ILE'D TO
<br />RE,S'ET THE QUARTER CORNER. IN USING THE RECOGNIZED SECTION
<br />CORNERS BY TATE COUNTY, THE' QUART ER CORNER WAS PLACED AT A
<br />x,
<br />� v
<br />T ' � r' r
<br />T' i ( T. r "
<br />h4_DPOfi1/T HOW�ITEr. DUE' TO THE JVFRWHELMINr _TlID.,N E D. MAPPING
<br />AND DOC'U1£ENTATION THAT TIIL `SE'CT'ION LINE RAN DOWN THE CENTER OF'
<br />7 + LTON ROAD, I MADE MY BEST EFFORT TN BALANCING THE CENTER OF
<br />THE ROAD WITH TIIE' MIDPOINT PROPORTIONING.
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP C'ORRE'CTLY REP -H -E ENTS A .SURVEY MADE BY ME OR UNDER T✓IY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF' THE
<br />PROI ESSIOIVAL LAND SURVEYORS' 141tT' Ti F?EQUEST OF' DOKKE'N
<br />E'NCINEERING AND SAN JOAQUIN COUNT Y.
<br />DATED: ; - 11, %0 1
<br />RYAN TTI' IPSOX
<br />L.S. N0. 8749
<br />COUNTY SURVEYOR'S STATEIVIENT:
<br />RYAl l
<br />THOMPSON
<br />No. 8749
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
<br />THE PROFESSIONAL LAND SURVEYORS' ACT THIS �.ly � DAY
<br />OFlby-C_ 2<J19.
<br />d�l
<br />C"MANES E. HART P. L.S. 8657 -
<br />COUNTY SURVEYOR
<br />* � LICENSE
<br />na No. 8657
<br />TV14 18
<br />co
<br />NSJ 29 ,3.G F 20.0;3
<br />yy
<br />�1 1 19-2-7
<br />1.70 • `�
<br />F1'TD 'j/a IP 12'I7'H i
<br />CAP L.S. 44.50
<br />F
<br />11&p 6 0
<br />I
<br />PER PM 13-199
<br />-`
<br />COUNTY RECORDER'S STATEMENT:
<br />S r'1 a �
<br />� - 9 6
<br />CALCULATED
<br />BOLT POSITION
<br />NT '
<br />u,
<br />r ni � `1.019,
<br />1 ,,,
<br />WHEN HOLDING
<br />MONUMENTS �
<br />/
<br />All 20-74
<br />I'II.ED THIS _ _ DAY OF
<br />/
<br />r c�
<br />2l2
<br />-�
<br />LOCATED
<br />PER RS 6-221
<br />:,1!J
<br />PAGE AT THE REQUEST' OF D01=1'N E'NGINEEI'ING AND
<br />a
<br />A..
<br />0.7633 � -- -�
<br />•_•
<br />�!
<br />;
<br />f u r ' r
<br />Fill SJ PIN AND WASHER IN
<br />MONTHr1ENT WE'LL, SECTION CORNER
<br />PER PAI 18-199 (CR 17-813). ACCP.TTi,Al £d0iWVENI' AA4251
<br />AND FIELD FOR THIS SURVEY D .31G_N27ION' f1 i'T D CA 10 GK
<br />-
<br />N=2091851.651 E-0107663.585 2010.00 EPOCH FUBLIaTTLD VALUE
<br />N,g4'22'49.2E CRID DISTATiCE 36,6?0 U1 1318
<br />N 2055146.10 E-6471864.72
<br />24 106
<br />G'
<br />;0p ,
<br />'JCS ffWVUV_K`1T AA42.56 1p IJI�r1 � lilf(r-,
<br />DEa1GiVAT'ION.' HPGN D CA 10 HG
<br />9010.00 EPOCH PUBLI 3£IED VALUE 9 99,
<br />X=2089368.81 E=6321153.91
<br />D.D. SHEET NOS. 61 & 62
<br />39- I10
<br />NOTE:
<br />_ _TIE PURPOSE OF THIS SURVEY IS TO ESTABLLS'H THE FAST QUARTER
<br />CORNER OF SECTION 13, T'. 2 S., R. 8 E., M.D.M. THE :AME POINT BEING
<br />1AT COMMON WITH THE WEST QUARTER CORNER OF SECTION 13, T. 2 S.,
<br />R. 8 E., M. D. M. PER THE ORIGINAL G.L.O. NOTES. DUE TO THE
<br />DIS'CRE'PANCY IN AIAMll PART'IC'ULARLY TO THE SOUTH WHERE THE
<br />r
<br />r ,
<br />a'
<br />r 'T F '
<br />Sr,CTIOl. CORNER RE,✓O�NIZEJ BY THE CvUtTIY O1 SAN JOAQUIN r'IAS DEN
<br />DISPUTED IN PARTICULAR BY RS 10-1.33 BY SOME 20 FEET, THE QUART'E'R
<br />CORNER LOCATION COULD NOT BE ACCURATELY ESTABLISHED FROM FOUND
<br />ifONUMENTATION. SAN JOAQUIN COUNTY UNDER THE DIRIXTIOAT OF WARREN
<br />SMITH TRIED TO LOCATE THE ORIGINAL QUARTER CORNER DUT WERE
<br />UNSUCCESSFUL. SSFUL. AT THAT' POINT TIIE C'OUNT'Y DETERMI'NE'D TBE QUARTER
<br />CORNER AS LOST AND REQUESTED THIS RECORD OF SURVEY BE F'ILE'D TO
<br />RE,S'ET THE QUARTER CORNER. IN USING THE RECOGNIZED SECTION
<br />CORNERS BY TATE COUNTY, THE' QUART ER CORNER WAS PLACED AT A
<br />x,
<br />� v
<br />T ' � r' r
<br />T' i ( T. r "
<br />h4_DPOfi1/T HOW�ITEr. DUE' TO THE JVFRWHELMINr _TlID.,N E D. MAPPING
<br />AND DOC'U1£ENTATION THAT TIIL `SE'CT'ION LINE RAN DOWN THE CENTER OF'
<br />7 + LTON ROAD, I MADE MY BEST EFFORT TN BALANCING THE CENTER OF
<br />THE ROAD WITH TIIE' MIDPOINT PROPORTIONING.
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP C'ORRE'CTLY REP -H -E ENTS A .SURVEY MADE BY ME OR UNDER T✓IY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF' THE
<br />PROI ESSIOIVAL LAND SURVEYORS' 141tT' Ti F?EQUEST OF' DOKKE'N
<br />E'NCINEERING AND SAN JOAQUIN COUNT Y.
<br />DATED: ; - 11, %0 1
<br />RYAN TTI' IPSOX
<br />L.S. N0. 8749
<br />COUNTY SURVEYOR'S STATEIVIENT:
<br />RYAl l
<br />THOMPSON
<br />No. 8749
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
<br />THE PROFESSIONAL LAND SURVEYORS' ACT THIS �.ly � DAY
<br />OFlby-C_ 2<J19.
<br />d�l
<br />C"MANES E. HART P. L.S. 8657 -
<br />COUNTY SURVEYOR
<br />* � LICENSE
<br />na No. 8657
<br />co
<br />NSJ 29 ,3.G F 20.0;3
<br />F1'TD 'j/a IP 12'I7'H i
<br />CAP L.S. 44.50
<br />11&p 6 0
<br />Q,b �
<br />PER PM 13-199
<br />COUNTY RECORDER'S STATEMENT:
<br />NT '
<br />r ni � `1.019,
<br />� �a
<br />/
<br />All 20-74
<br />I'II.ED THIS _ _ DAY OF
<br />w c;
<br />-�
<br />AT --x: 61 VYn I_N BOOK
<br />OF SURVEYS, 141,1'
<br />PAGE AT THE REQUEST' OF D01=1'N E'NGINEEI'ING AND
<br />e,N JOIQUI_N COUNTY
<br />;
<br />O
<br />�T89`29'32"E 25.02'
<br />FwE. 40 �
<br />I'''?rD j/a" IP i"r'ITII PLASTIC SCALL': 1"=50'
<br />,""
<br />2,
<br />9
<br />CAP STAMPED L.S. 6406
<br />PER PAI 20-74
<br />�
<br />S'Pe. 6
<br />STEVE E'VE J. BES TOLARIDE:S
<br />i99
<br />A SES:SOR-REG'ORDE'IR-COUR2'Y CLE'Rn.'
<br />,�
<br />Co6
<br />t�
<br />iiV_i
<br />y
<br />�Cq
<br />C.)
<br />F'ND SJ PTF✓ AND PYAll IN
<br />BY-
<br />°
<br />I ^
<br />MONU fIff WELL SECTION CTION CORNER PER
<br />rYS�IS'T AhfiT'/I3EPUT Y
<br />RECORDER
<br />P.m 1,9 199 (CR 1i-83). ACC'EPT'ED AND
<br />FIELD FOR THIS SURVEY
<br />Doc 9: 2019-032206
<br />04/01/2019 02:01:36 PM
<br />S 'CI'J�LCTION
<br />18
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