|
NOTE
<br />THE GOVERNING AGENCY PERMITTING
<br />CONSTRUCTION OR MAINTENANCE WORK
<br />IMPACTING THIS PROPERTY IS RESPONSIBLE
<br />FOR ENSURING THAT THE LANDOWNER
<br />PERFORMING THE CONSTRUCTION OR
<br />MA#NTENANCE WORK, GRADING, DEMOLITION,
<br />FENCE CONSTRUCTION OR REMOVAL, UTILITY
<br />INSTALLATION OR MAINTENANCE, AGRICULTURAL
<br />DEVELOPMENT, ETC. PROVIDES FOR SURVEY
<br />MONUMENT PRESERVATION AS REQUIRED BY
<br />SEC. 8771 (A -F) OF THE BUSINESS AND
<br />PROFESSION CODE ,AND TO COMPLY WITH
<br />SEC. 8725 OF THE BUSINESS AND
<br />PROFESSION CODE; SEC. 841 OF THE CIVIL
<br />CODE; SEC_ 605 OF THE CALIFORNIA PENAL
<br />CODE; SEC. 732 OF THE STREETS AND
<br />HIGHWAY CODE; SEC, 476 CODE OF
<br />PROFESSIONAL CONDUCT - PROFESSIONAL
<br />LAND SURVEYOR; AND U.S. CODE TITLE 18,
<br />SEC. 1858.
<br />REFERENCES
<br />(A)
<br />R.S.
<br />6-291,
<br />S.J.C.R.
<br />(B)
<br />RS_
<br />13-123,
<br />S.J.CR.
<br />(C)
<br />R.S.
<br />23-184,
<br />S.J.C.R.
<br />(D)
<br />R.S.
<br />33-8, S.J.C.R.
<br />M -14. -FD.
<br />(E)
<br />R.S.
<br />35-14,
<br />S.J_C.R.
<br />(F)
<br />R.S.
<br />36-79,
<br />S.J.C.R.
<br />(G)
<br />RS.
<br />15-155,
<br />S.J.C.R.
<br />(H)
<br />R.S.
<br />6---131,
<br />S.J.C.R.
<br />(1)
<br />C.R.-11-02,
<br />CROSS
<br />S.J.C.S.R.
<br />(J)
<br />C_R.-12-65,
<br />M-19:SET
<br />S.J.C.S.R.
<br />(K)
<br />C.R.-12-66,
<br />4.40'(M) FROM PROP. COR., S.F.N. CHISELED
<br />S.J.C.S.R.
<br />(L)
<br />C.R.-11-161,
<br />S76'39'05"W
<br />S.J.C,S.R,
<br />(N)
<br />C.R.-12-67,
<br />PER
<br />S.J.C.S.R.
<br />(0)
<br />C.R.-20-41,
<br />3/4" IRON PIPE W/PLASTIC CAP STAMPED LS
<br />S.J.C.S.R.
<br />FOUND MONUMENTS
<br />M-1: FD, NAIL PER (J)
<br />M-2: FD. NAIL PER (K), S00°21'1 1 "W 0.12'(M)
<br />M--3: FD. 2" IRON PIPE IN MON. BOX PER (L) WITH 2-2' R,P,
<br />NAILS N00° 19'38"E 0.12'(M)
<br />M-4: FD. NAIL PER (N), SO4°34'10"W 6.12'(M)
<br />M-5: FD. 1-1/4" IRON PIPE PER (A)(B)(C)(G), LEANING
<br />SOUTH, UNDER CONCRETE CURB PER (E), REPLACED WITH
<br />3/4" X 30" IRON PIPE W/TAG AND CAP STAMPED LS
<br />4450, N00°50'00"E 20.35'(M) FROM S. LINE OF N.W. 1/4
<br />M-6: S.F.N., 1-1/4" IRON PIPE PER (A)
<br />M-7: COULD NOT SEARCH FOR MONUMENTS AT 20 -FOOT AND
<br />25 -FOOT RIGHT-OF-WAY DUE TO A LARGE CACTUS BUSH
<br />M-8: FD. 1-1/4" IRON PIPE PER (A)(B)(C)(D), NOT TAGGED,
<br />SET WASHER STAMPED LS 4450 ON TOP OF PIPE
<br />M-9: FD. 1" IRON PIPE PER (C)(D), SET PLASTIC CAP
<br />STAMPED LS 4450
<br />M-10: FD. 1" IRON PIPE PER (D) W/TAG STAMPED RE 1014
<br />C.R. 11 02 PER (B), WITH PLASTIC CAP STAMPED LS 4450 PER (0)
<br />C:R.-07--17 M-11:FD. 1" IRON PIPE PER (B) WITH 1/2" PIPE INSIDE OF
<br />S.F.N., CHISELED �1
<br />SEC. 22 SEC. 23 CROSS PER (B) ��� 1" PIPE, SET TAG STAMPED LS 4450 ON TOP OF PIPE
<br />FD. 2" IRON PIPE PER (D)(H)(1) IN 5 FD, 1" IRON PIPE AT 1/4 SEC. COR.
<br />MON. BOX AT SEC. COR PER (E}{F) ¢ PER (B)(E)(F)(H)(1), SET PLASTIC CAP
<br />-- S88°00'44"E (M) 2638.91'(M) 263STAMPED LS 4450
<br />8.83'(E) 2638.82'(F) 2638.7'(H) 2638.90'(1)
<br />1318,68'(M) 1318.73'(D) 1318.6'(H) _ _ _ _ _
<br />SEC. 27 SEC. 26 SECTION LINE 1320.23'(M) 1320.20'(B)- (1320.1' H)
<br />T.1 S., R.7E., M.D.B. & M. R. S. 25-121
<br />30'
<br />0
<br />N
<br />a�
<br />0
<br />It
<br />N
<br />z
<br />V)
<br />M
<br />Q �
<br />0
<br />LO
<br />N
<br />0
<br />0
<br />z
<br />42'
<br />M-12: FD. 1/2" IRON PIPE, NO RECORD AND CALLED 1" IRON
<br />PIPE
<br />PER (B), SET TAG STAMPED LS 4450 ON TOP
<br />OF
<br />PIPE
<br />LINE TABLE
<br />L3
<br />M-13: FD.
<br />1-1/4" IRON PIPE PER (A), CALLED I" IRON
<br />PIPE
<br />PER
<br />(B), SET WASHER STAMPED LS 4450 ON TOP
<br />OF
<br />PIPE
<br />FROM PROP.
<br />cni
<br />M -14. -FD.
<br />1" IRON PIPE PER (C), S00°21'11"W 0.18'(M)
<br />FROM
<br />PROP. COR. CALLED 1-1/4" IRON PIPE PER (A), SET
<br />PLASTIC CAP STAMPED LS 4450
<br />L6
<br />M-15:S.F.N., 1-1/4" IRON PIPE PER (A)(B)(C)
<br />L1 N88°06'00"W (M)(A)(C)(G)
<br />M-16: S.F.N., 1-1/4" IRON PIPE PER (A)(B)(C)(G)
<br />C.R.-20--41 M-23
<br />M-17:FD.
<br />1" IRON PIPE PER (B), SET PLASTIC CAP STAMPED
<br />LS 4450
<br />184.47'(M)
<br />M-18: SET
<br />1" BRASS DISC STAMPED LS 4450 W/LUNCH
<br />MARK
<br />W.C.
<br />3.70'(M) FROM PROP. COR_, S.F.N. CHISELED
<br />CROSS
<br />3.58'
<br />FROM PROP. COR. PER (B)
<br />(M)
<br />M-19:SET
<br />1" BRASS DISC STAMPED LS 4450 W/PUNCH
<br />MARK
<br />W.C.
<br />4.40'(M) FROM PROP. COR., S.F.N. CHISELED
<br />CROSS
<br />4,25'
<br />FROM PROP. COR. PER (B)
<br />S76'39'05"W
<br />M-20: FD.
<br />3/4" IRON PIPE W/PLASTIC CAP STAMPED LS
<br />7698
<br />PER
<br />(F) N89'30'59"W 3.47'(M) FROM PROP. LINE
<br />(M)
<br />M-21: FD.
<br />3/4" IRON PIPE W/PLASTIC CAP STAMPED LS
<br />7698
<br />PER
<br />(F) N44°25'22"E 7.05'(M) FROM PROP. COR.
<br />THE BASIS
<br />M-22: FD.
<br />3/4" IRON PIPE W/PLASTIC CAP STAMPED LS
<br />7698
<br />PER
<br />(F), N24°25'42"W 7.62'(M) FROM PROP. COR.
<br />L15
<br />M-23:FD.
<br />1" BRASS DISC IN CONC. STRUCTURE PER (0)
<br />532.35'(M)
<br />,- 30' SET 3/4" X 18" IRON
<br />PIPE W/PLASTIC
<br />(M)(A)(C)
<br />SET W.C., N00°29'01 "E
<br />LINE TABLE
<br />L3
<br />CAP STAMPED LS 4450
<br />W.C.,
<br />0
<br />40.01'(M) FROM PROP. COR,
<br />L4
<br />N88°06'00"W
<br />t�
<br />S00°15'14"W 40.02'(M)
<br />FROM PROP.
<br />cni
<br />40 -FOOT WIDE S.S.J.I.D.
<br />LINE BEARING
<br />DISTANCE
<br />COR, DUE TO S.S.J.I.D.
<br />c
<br />PIPELINE
<br />L6
<br />EASEMENT PER DOC. NO.
<br />L1 N88°06'00"W (M)(A)(C)(G)
<br />1334.57'(M) 1334.94'(A)
<br />C.R.-20--41 M-23
<br />L7
<br />N77-18-41 "W
<br />2004-095893
<br />184.47'(M)
<br />1334.30'(G)
<br />k
<br />I
<br />'n
<br />oa
<br />M-19
<br />,n M-18
<br />DOC. NO. 200.3-194641 N -�- M-17
<br />N88°03'04°W (M) J
<br />SECTION LINE 91°41'43"(D)(0)
<br />J N. 981.30153
<br />R S 33-8 M 10
<br />rri �n Ln oa a
<br />OOC. NO, 2015-131556
<br />50.49 ACRES
<br />PARCEL ONE
<br />GN. 01021697
<br />R S. 13-12J
<br />-M-11;�KA-1
<br />�cli
<br />1O
<br />_j 3
<br />C� C�N77°
<br />78.
<br />1142167'�MJ (M)N77�M-
<br />M-12 L6 1424 )
<br />m
<br />22A
<br />N
<br />(M)(A)(C)
<br />� cr'
<br />397.35 (A)(C)
<br />L3
<br />N88°06'00"W
<br />(M)(A)(C)
<br />FD. 3/4" IRON PIPE PER (D),
<br />341.93'(A)(C)
<br />L4
<br />N88°06'00"W
<br />VERY RUSTY, WITH PLASTIC CAP
<br />33.01'(M)
<br />33.02'(A)(C) 33.0'(D)
<br />2 :2i m
<br />STAMPED LS 4450 PER (0)
<br />�
<br />CL
<br />N
<br />L6
<br />L�
<br />(M)
<br />406.40'(M)
<br />C.R.-20--41 M-23
<br />L7
<br />N77-18-41 "W
<br />N Q
<br />184.47'(M)
<br />184.35'(A)(B)(C)
<br />,.
<br />�r
<br />Q0r�ra
<br />1322.42'(M)(0) 1322 4670}
<br />257.19'(M)
<br />-'
<br />0
<br />N88°03'04°W (M) J
<br />SECTION LINE 91°41'43"(D)(0)
<br />J N. 981.30153
<br />R S 33-8 M 10
<br />rri �n Ln oa a
<br />OOC. NO, 2015-131556
<br />50.49 ACRES
<br />PARCEL ONE
<br />GN. 01021697
<br />R S. 13-12J
<br />-M-11;�KA-1
<br />�cli
<br />1O
<br />_j 3
<br />C� C�N77°
<br />78.
<br />1142167'�MJ (M)N77�M-
<br />M-12 L6 1424 )
<br />m
<br />22A
<br />N88°06'00"W
<br />(M)(A)(C)
<br />� cr'
<br />397.35 (A)(C)
<br />L3
<br />N88°06'00"W
<br />(M)(A)(C)
<br />341.90'(M)
<br />341.93'(A)(C)
<br />L4
<br />N88°06'00"W
<br />(M)(A)(C)
<br />33.01'(M)
<br />33.02'(A)(C) 33.0'(D)
<br />o
<br />r -
<br />(M)
<br />CL
<br />N
<br />L6
<br />L�
<br />(M)
<br />406.40'(M)
<br />m
<br />L7
<br />N77-18-41 "W
<br />cri
<br />184.47'(M)
<br />184.35'(A)(B)(C)
<br />o�
<br />N49°29'20"W
<br />(M) N49°30'W (A)(C)
<br />257.19'(M)
<br />257.20'(B)
<br />L9
<br />N49°29'20"W
<br />(M)
<br />106.44'(M)
<br />0
<br />L10
<br />N49°29'20"W
<br />U
<br />150.75'(M)150.66'(B)
<br />C.R.
<br />L11
<br />S76'39'05"W
<br />N
<br />a-�'
<br />118.28'(B)
<br />I
<br />o w
<br />(M)
<br />125.25'(M)
<br />�
<br />L13
<br />S85°33'27"E
<br />CL .-
<br />THE BASIS
<br />115.31'(B)
<br />0
<br />S00°15;14W
<br />(M)
<br />171.66'(M)(D)(0)
<br />L15
<br />N88°06 00 W
<br />Z N
<br />532.35'(M)
<br />532.76'(A}(C)
<br />..p
<br />N88°06'00"W
<br />(M)
<br />0
<br />33.0'(D)
<br />L17
<br />N88°06'00"W
<br />(M)
<br />32.88'(M)
<br />32.9'(D)
<br />L18
<br />S00° 151 4"W
<br />(M)
<br />24.92'(M)
<br />25.04'(D)
<br />L19
<br />0
<br />(M)
<br />24.92'(M)
<br />N
<br />L20
<br />S00°15'14"W
<br />uj
<br />20.01'(M)(D)
<br />M-21
<br />ao r � � R. S. 23-184 M -15 L5
<br />N in
<br />0 M 8 M-9 00 r- 00 U
<br />M-6 M-5 a ; R. S. 6-291 < M-16
<br />- >M-7 rn 4 Q
<br />oL17 L18 Q
<br />aco
<br />ca
<br />t -JL4 L3 L2 � ! L15 �i 0 z � cp Z � m Q Q C
<br />M -3 CD 00
<br />CIO
<br />v -� o !� o �-
<br />30' M-1 M-2 0n o Ln Q� �N �Q a'N� p !� ,cp per
<br />�O 00� n,
<br />SOUTHLAND ROAD4 r z 0� 0 0 ui Q,
<br />o
<br />!! !! � CV z con (n IO ? o ca ``� Ui
<br />N DETAIL A n
<br />NOT TO SCALE L3 M-7 M-6 rrM-5
<br />- -- - L2 -� _2 L15 1 �1�7 L1
<br />1326-15'(M) 1325.91'(A) 1326.19'(0) _ 1304.82'(M) 1305.06'(A)(C)
<br />2630.97'(M)(A)`--------_._.-....._---
<br />N88°06'00"W (M)(A)(C)(G) (BASIS OF BEARINGS) 3965.54'(M) 3965.91'(A) 3965.47'(E) 3965.73'(F)
<br />FD. 2-1/2" BRASS DISC STAMPED ++
<br />RE 9338 IN MON BOX AT 1/4 SOUTHLAND ROAD
<br />SEC. COR_ PER (E)(F) CR -11-210 C.1? -11-211 C.R.-10-25 C.R.-11-212
<br />C.R.-12-65 C.R.-12-66 C.f?-11-161 C.R.-72-67
<br />(D.D. SHEET NO. 46)
<br />L2
<br />N88°06'00"W
<br />(M)(A)(C)
<br />397.56'(M)
<br />397.35 (A)(C)
<br />L3
<br />N88°06'00"W
<br />(M)(A)(C)
<br />341.90'(M)
<br />341.93'(A)(C)
<br />L4
<br />N88°06'00"W
<br />(M)(A)(C)
<br />33.01'(M)
<br />33.02'(A)(C) 33.0'(D)
<br />L5
<br />N77°18'41 "W
<br />(M)
<br />551 .80'(M)(A)(B)(C)
<br />MEASURED THIS SURVEY
<br />L6
<br />N77°18'41 "W
<br />(M)
<br />406.40'(M)
<br />406.62'(A)(B)(C)
<br />L7
<br />N77-18-41 "W
<br />(M)
<br />184.47'(M)
<br />184.35'(A)(B)(C)
<br />L8
<br />N49°29'20"W
<br />(M) N49°30'W (A)(C)
<br />257.19'(M)
<br />257.20'(B)
<br />L9
<br />N49°29'20"W
<br />(M)
<br />106.44'(M)
<br />106.54'(B)
<br />L10
<br />N49°29'20"W
<br />(M)
<br />150.75'(M)150.66'(B)
<br />C.R.
<br />L11
<br />S76'39'05"W
<br />(M)
<br />118.36'(M)
<br />118.28'(B)
<br />L12
<br />S00°15'17"W
<br />(M)
<br />125.25'(M)
<br />125.00'(8)
<br />L13
<br />S85°33'27"E
<br />(M)
<br />THE BASIS
<br />115.31'(B)
<br />L14
<br />S00°15;14W
<br />(M)
<br />171.66'(M)(D)(0)
<br />L15
<br />N88°06 00 W
<br />(M)(A)(C)
<br />532.35'(M)
<br />532.76'(A}(C)
<br />L16
<br />N88°06'00"W
<br />(M)
<br />33.01'(M)
<br />33.0'(D)
<br />L17
<br />N88°06'00"W
<br />(M)
<br />32.88'(M)
<br />32.9'(D)
<br />L18
<br />S00° 151 4"W
<br />(M)
<br />24.92'(M)
<br />25.04'(D)
<br />L19
<br />SOQ°15'14"W
<br />(M)
<br />24.92'(M)
<br />25.01'(D)
<br />L20
<br />S00°15'14"W
<br />(M)
<br />20.01'(M)(D)
<br />SCALE: 1 " = 300'
<br />�FD. 112" IRON PIN
<br />IN MON. BOX, NO
<br />RECORD, CALLED
<br />5/8" IRON PIN
<br />PER (E)(F)
<br />R. S. 35-14
<br />//001 oj
<br />SITE LizJAMEci ao ROSOUTHLAND 0
<br />ROAD cn
<br />CL
<br />LOUISE AV
<br />VICINITY MAP
<br />NO SCALE
<br />RECORD OF SURVEY
<br />BEING A PORTION OF
<br />THE NORTHWEST QUARTER OF
<br />SECTION 26, T.1S., R.7E.. M.D.B. & M.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />APRIL 2021
<br />SHEET 1 OF 1
<br />ARTAROU
<br />LAND SURVEYING - LAND PLANNING
<br />MANTECA, CA
<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 REQUEESjT_ OF JOHN MACHADO, IN MARCH, 2021,
<br />DATED THIS ..'= DAY OF (% 2021.ygl����'
<br />MICHAEL L. QUARTAROLI, L.S. 4450
<br />COUNTY SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS �Z'`'i° DAY OF
<br />2021.
<br />ez
<br />Q �
<br />�AMES E. HART, L,S. 8657
<br />COUNTY SURVEYOR
<br />#� LICENSE ).'
<br />Na. 8657
<br />LEGEND
<br />- 0
<br />INDICATES
<br />FOUND MONUMENT AS NOTED
<br />-�-
<br />cn)
<br />0
<br />W/PLASTIC
<br />Cc i
<br />FD.
<br />a.i
<br />FOUND ON THIS SURVEY
<br />�FD. 112" IRON PIN
<br />IN MON. BOX, NO
<br />RECORD, CALLED
<br />5/8" IRON PIN
<br />PER (E)(F)
<br />R. S. 35-14
<br />//001 oj
<br />SITE LizJAMEci ao ROSOUTHLAND 0
<br />ROAD cn
<br />CL
<br />LOUISE AV
<br />VICINITY MAP
<br />NO SCALE
<br />RECORD OF SURVEY
<br />BEING A PORTION OF
<br />THE NORTHWEST QUARTER OF
<br />SECTION 26, T.1S., R.7E.. M.D.B. & M.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />APRIL 2021
<br />SHEET 1 OF 1
<br />ARTAROU
<br />LAND SURVEYING - LAND PLANNING
<br />MANTECA, CA
<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 REQUEESjT_ OF JOHN MACHADO, IN MARCH, 2021,
<br />DATED THIS ..'= DAY OF (% 2021.ygl����'
<br />MICHAEL L. QUARTAROLI, L.S. 4450
<br />COUNTY SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS �Z'`'i° DAY OF
<br />2021.
<br />ez
<br />Q �
<br />�AMES E. HART, L,S. 8657
<br />COUNTY SURVEYOR
<br />#� LICENSE ).'
<br />Na. 8657
<br />LEGEND
<br />- 0
<br />INDICATES
<br />FOUND MONUMENT AS NOTED
<br />-�-
<br />INDICATES
<br />SET 3/4" X 30" IRON PIPE TAGGED L.S. 4450
<br />W/PLASTIC
<br />CAP STAMPED LS 4450, UNLESS OTHERWISE NOTED
<br />FD.
<br />INDICATES
<br />FOUND ON THIS SURVEY
<br />S.F.N.
<br />INDICATES
<br />SEARCHED, FOUND NOTHING
<br />(M)
<br />INDICATES
<br />MEASURED THIS SURVEY
<br />R.S.
<br />INDICATES
<br />RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R.
<br />M. & P.
<br />INDICATES
<br />MAPS AND PLATS, VOLUME AND PAGE, S.J.C.R.
<br />P -M.
<br />INDICATES
<br />PARCEL MAP, BOOK AND PAGE, S.J.C.R,
<br />S.J.C.R.
<br />INDICATES
<br />SAN JOAQUIN COUNTY RECORDS
<br />S_J.C.S.R.
<br />INDICATES
<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />DOC. NO.
<br />INDICATES
<br />DOCUMENT NUMBER, S.J.C.R.
<br />1. N.
<br />INDICATES
<br />INSTRUMENT NUMBER, S.J.C.R.
<br />W.C.
<br />INDICATES
<br />WITNESS CORNER
<br />C.R.
<br />INDICATES
<br />CORNER RECORD, S.J.C.S.R. Doc p; 2021-181588
<br />10/29/2021 M15 38 PM
<br />Page: 1 of 1 Fee: $95.00
<br />Sieve J. Bersf larides
<br />San Joagi}ir7 County RecarderS
<br />Paid BY: SHOUN ON DOCUMENT
<br />BASIS
<br />OF BEARINGS 1i ,flfiT1 iN111,171,"Ill
<br />THE BASIS
<br />OF BEARINGS
<br />FOR THIS SURVEY IS THE CENTERLINE OF SOUTHLAND
<br />ROAD, SHOWN ON R.S.
<br />6-291, S.J.C.R. AS N.88°06'00"W.
<br />RECORDER'S STATEMENT
<br />FILED THIS DAY OF_L 2021, AT [ I.M.
<br />IN BOOK _ OF SURVEYS, AT PAGE (��I AT
<br />THE REQUEST OF MICHAEL L. QUARTAROLI.
<br />FEE: s
<br />BY•
<br />STEVE J_ BESTOLARIDES DEPUTY RECORDER
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />yo - 61
<br />2017-75
<br />
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