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BASIS OF BEARINGS:
<br />A COURSE OF NORTH 89;51'05" EAST BETWEEN CITY OF MANTECA
<br />MONUMENTS No. 208 AND No. 219, AS CALCULATED FROM
<br />COORDINA TES SHOWN 1N BOOK 33 OF SUR VEYS, A T PAGE 133, S. J. C.R.,
<br />WAS USED AS A BASIS FOR ALL BEARINGS SHOWN ON THIS MAP. ALL
<br />DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCE MUL TIPL Y
<br />GROUND DISTANCE BY 0, 999929269.
<br />00,jr NO'_ 165
<br />FD 3/4" IRON PIPE �3-N1'�'
<br />TAGGED LS 7126 (A)(8)(1)
<br />W 1 /4 COR. OF SEC, 11
<br />� II
<br />10 r-1/4 SECTION LINE
<br />�1\2646.77(I)
<br />'(M)(8)
<br />I
<br />I
<br />I
<br />I
<br />i
<br />NAT�p
<br />����A�yp�R
<br />R01 (1)
<br />NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 14-75-01 AND APPROVED ADDENDUMS
<br />THEREOF.
<br />3, ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER ARE FROM LOT
<br />CORNER TO LOT CORNER.
<br />5. ALL LOT CORNERS, SET 3/4" X 30" IRON PIPE, TAGGED LS 9099 U.O.N. I
<br />6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT '+' IN CONCRETE AT 1.00 -FOOT DISTANCE
<br />FROM LOT CORNER ON LOT LINE PROJECTION. -
<br />- - - - - __ .._.. - - FD BOLT 8c WASHER IN
<br />MONUMENT WELL (A)(8)(D)(G)(I)
<br />W 1/4 COR. SEC, 12
<br />C.O.M. GPS #206
<br />—N89'46'40"E 5293.55'(M)(A)(B)(1) 5294.5'(H)
<br />2646.78'(M)(B)N
<br />WOODWARD AVENUE ,-
<br />S89 46'40"W 764.93'(M) •—
<br />LINE TABLE
<br />ss
<br />LINE
<br />m
<br />LENGTH
<br />Ll
<br />N00'13'20"W
<br />�
<br />EJ
<br />4
<br />19.77'(M)(1)
<br />L3
<br />I
<br />43.79'(M)(1)
<br />L4
<br />N64°17'20"E
<br />53.58'(M)(!)
<br />L5
<br />N5947'49"E
<br />53.65'(M)(1)
<br />L6
<br />N54'42'52"E
<br />53.65'(M)(1)
<br />L 7
<br />N4937'54 "E
<br />w
<br />L8
<br />N4555'59 "E
<br />63.31'(M)(1)
<br />Vr
<br />N56'38'08"W
<br />51,38'(M)(1)
<br />L10
<br />Ln
<br />51.38'(M)(I)
<br />0
<br />N63'07'50"W
<br />o
<br />L12
<br />N21'11'48"E(R)
<br />137.92'(M)(1)
<br />L13
<br />N01 '09'22"W
<br />I
<br />I
<br />I
<br />I
<br />i
<br />NAT�p
<br />����A�yp�R
<br />R01 (1)
<br />NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 14-75-01 AND APPROVED ADDENDUMS
<br />THEREOF.
<br />3, ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER ARE FROM LOT
<br />CORNER TO LOT CORNER.
<br />5. ALL LOT CORNERS, SET 3/4" X 30" IRON PIPE, TAGGED LS 9099 U.O.N. I
<br />6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT '+' IN CONCRETE AT 1.00 -FOOT DISTANCE
<br />FROM LOT CORNER ON LOT LINE PROJECTION. -
<br />- - - - - __ .._.. - - FD BOLT 8c WASHER IN
<br />MONUMENT WELL (A)(8)(D)(G)(I)
<br />W 1/4 COR. SEC, 12
<br />C.O.M. GPS #206
<br />—N89'46'40"E 5293.55'(M)(A)(B)(1) 5294.5'(H)
<br />2646.78'(M)(B)N
<br />WOODWARD AVENUE ,-
<br />S89 46'40"W 764.93'(M) •—
<br />LINE TABLE
<br />ss
<br />LINE
<br />BEARING
<br />LENGTH
<br />Ll
<br />N00'13'20"W
<br />142.00'(M)(1)
<br />L2
<br />S8946'40"W
<br />19.77'(M)(1)
<br />L3
<br />N14°17'54"E
<br />43.79'(M)(1)
<br />L4
<br />N64°17'20"E
<br />53.58'(M)(!)
<br />L5
<br />N5947'49"E
<br />53.65'(M)(1)
<br />L6
<br />N54'42'52"E
<br />53.65'(M)(1)
<br />L 7
<br />N4937'54 "E
<br />53.65'(M)(1)
<br />L8
<br />N4555'59 "E
<br />63.31'(M)(1)
<br />L9
<br />N56'38'08"W
<br />51,38'(M)(1)
<br />L10
<br />N6130'10"W
<br />51.38'(M)(I)
<br />Ll l
<br />N63'07'50"W
<br />5t58'(M)0)
<br />L12
<br />N21'11'48"E(R)
<br />137.92'(M)(1)
<br />L13
<br />N01 '09'22"W
<br />46.00'(M)(I)
<br />L14
<br />SOO °13'20 "E
<br />10.82'(M)(1)
<br />L15
<br />N89'46'40"E(R)
<br />60,00'(M)(1)
<br />L16
<br />N89'40'26"E
<br />138.00'(M)(1)
<br />L17
<br />S8935'00"W
<br />46, 00'(M)0)
<br />L18
<br />NOO'13'20"W
<br />55.44'(M)(1)
<br />L19
<br />N8946'40"E
<br />143,00'(M)(1)
<br />L20
<br />N00'13'204
<br />75.66'(M)(1)
<br />L21
<br />589`46'40"W
<br />50.00'(M)(J)
<br />L22
<br />N00'19'34"W
<br />189.31'(M)(J)
<br />L23
<br />N45°1627"W
<br />56.3,9'(M) (J)
<br />L24
<br />NOO"13'20"W
<br />18.00'(M)(J)
<br />I
<br />I
<br />I
<br />I
<br />i
<br />NAT�p
<br />����A�yp�R
<br />R01 (1)
<br />NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 14-75-01 AND APPROVED ADDENDUMS
<br />THEREOF.
<br />3, ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER ARE FROM LOT
<br />CORNER TO LOT CORNER.
<br />5. ALL LOT CORNERS, SET 3/4" X 30" IRON PIPE, TAGGED LS 9099 U.O.N. I
<br />6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT '+' IN CONCRETE AT 1.00 -FOOT DISTANCE
<br />FROM LOT CORNER ON LOT LINE PROJECTION. -
<br />- - - - - __ .._.. - - FD BOLT 8c WASHER IN
<br />MONUMENT WELL (A)(8)(D)(G)(I)
<br />W 1/4 COR. SEC, 12
<br />C.O.M. GPS #206
<br />—N89'46'40"E 5293.55'(M)(A)(B)(1) 5294.5'(H)
<br />2646.78'(M)(B)N
<br />WOODWARD AVENUE ,-
<br />S89 46'40"W 764.93'(M) •—
<br />k: \j19-2340 trails\dwg'\mapping1subdivislon1unit 1 lenncr119-2340 unit 1 sht 3 4/20/2022 7:37 AM
<br />S89 446'40"W 405.76'(M) -124
<br />94 93 92 91 90 89 $$
<br />jL2 7781DASO STREET
<br />w
<br />64
<br />74 75
<br />N BS Q �, �• 77
<br />78
<br />72d
<br />79 W
<br />5J• 71
<br />1� ss 80
<br />A O 7�7
<br />87
<br />CURVE TABLE
<br />ss
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C1
<br />93721'39"
<br />20.00'
<br />32.59'(M)(1)
<br />C2
<br />90'06'14"
<br />20.00'
<br />31.45'(M)(I)
<br />C3
<br />89'53'46"
<br />20.00'
<br />31.38'(M)(I)
<br />C4
<br />90.06'14"
<br />1 20.00
<br />31.45'(M)(1)
<br />k: \j19-2340 trails\dwg'\mapping1subdivislon1unit 1 lenncr119-2340 unit 1 sht 3 4/20/2022 7:37 AM
<br />S89 446'40"W 405.76'(M) -124
<br />94 93 92 91 90 89 $$
<br />jL2 7781DASO STREET
<br />w
<br />64
<br />74 75
<br />N BS Q �, �• 77
<br />78
<br />72d
<br />79 W
<br />5J• 71
<br />1� ss 80
<br />A O 7�7
<br />87
<br />J IQ � I
<br />MAT71flA8 STREET
<br />I;T 12 #1 1Y4W-1 .74aA
<br />14 1 15
<br />N�•,���rRJ 48 47 9 8 7 B
<br />Spp•,� :�4 ���J—
<br />FE MER ROAD
<br />5 1 4
<br />N89'40'26 "E
<br />5u.-' L14 0L15 • L• 173.00'(M)
<br />G
<br />18)
<br />Lo
<br />N .
<br />TRACT NO. 3729
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />THE TRAIL vs 4F
<br />ARAN A. UNIT NO, Y
<br />BEING A PORTION OF PARCEL A AS SHOWN
<br />ON THAT CERTAIN PARCEL MAP FILED FOR
<br />RECORD IN BOOK 27 OF PARCEL MAPS, AT
<br />PAGE 22, S. J. C. R. AND LYING IN A PORTION
<br />OF THE SOUTH HALF OF SECTION 77,
<br />TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN.
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY,
<br />12 CALIFORNIA
<br />JANUARY, 2022
<br />OR THSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />- LEGEND;
<br />t
<br />ss
<br />u�
<br />LOT
<br />"LC"
<br />UNLESS OTHERWISE NOTED
<br />N�
<br />SEE REFERENCES THIS SHEET
<br />j �
<br />85
<br />N
<br />RADIAL BEARING
<br />C18
<br />CURVE DATA, SEE CURVE TABLE
<br />THIS SHEET
<br />L18
<br />84
<br />RIW
<br />RIGHT-OF-WAY
<br />% L21
<br />83
<br />PM
<br />PARCEL MAPS
<br />S
<br />RECORD OF SURVEY
<br />.al
<br />82
<br />"
<br />DOCUMENT NUMBER
<br />P. U. E.
<br />PUBLIC UTILITY EASEMENT
<br />0
<br />81
<br />S. J. C. R.
<br />J IQ � I
<br />MAT71flA8 STREET
<br />I;T 12 #1 1Y4W-1 .74aA
<br />14 1 15
<br />N�•,���rRJ 48 47 9 8 7 B
<br />Spp•,� :�4 ���J—
<br />FE MER ROAD
<br />5 1 4
<br />N89'40'26 "E
<br />5u.-' L14 0L15 • L• 173.00'(M)
<br />G
<br />18)
<br />Lo
<br />N .
<br />TRACT NO. 3729
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />THE TRAIL vs 4F
<br />ARAN A. UNIT NO, Y
<br />BEING A PORTION OF PARCEL A AS SHOWN
<br />ON THAT CERTAIN PARCEL MAP FILED FOR
<br />RECORD IN BOOK 27 OF PARCEL MAPS, AT
<br />PAGE 22, S. J. C. R. AND LYING IN A PORTION
<br />OF THE SOUTH HALF OF SECTION 77,
<br />TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN.
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY,
<br />12 CALIFORNIA
<br />JANUARY, 2022
<br />OR THSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />- LEGEND;
<br />STREET
<br />SEARCHED, FOUND NOTHING
<br />W. C.
<br />LOT
<br />"LC"
<br />UNLESS OTHERWISE NOTED
<br />26 23
<br />25 2 4 3g
<br />SEE REFERENCES THIS SHEET
<br />J IQ � I
<br />MAT71flA8 STREET
<br />I;T 12 #1 1Y4W-1 .74aA
<br />14 1 15
<br />N�•,���rRJ 48 47 9 8 7 B
<br />Spp•,� :�4 ���J—
<br />FE MER ROAD
<br />5 1 4
<br />N89'40'26 "E
<br />5u.-' L14 0L15 • L• 173.00'(M)
<br />G
<br />18)
<br />Lo
<br />N .
<br />TRACT NO. 3729
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />THE TRAIL vs 4F
<br />ARAN A. UNIT NO, Y
<br />BEING A PORTION OF PARCEL A AS SHOWN
<br />ON THAT CERTAIN PARCEL MAP FILED FOR
<br />RECORD IN BOOK 27 OF PARCEL MAPS, AT
<br />PAGE 22, S. J. C. R. AND LYING IN A PORTION
<br />OF THE SOUTH HALF OF SECTION 77,
<br />TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN.
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY,
<br />12 CALIFORNIA
<br />JANUARY, 2022
<br />OR THSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />- LEGEND;
<br />SFN
<br />SEARCHED, FOUND NOTHING
<br />W. C.
<br />W! TNESS CORNER
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />(A)
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />- (R)
<br />RADIAL BEARING
<br />C18
<br />CURVE DATA, SEE CURVE TABLE
<br />THIS SHEET
<br />L18
<br />LINE DATA, SEE LINE TABLE THIS SHEET
<br />RIW
<br />RIGHT-OF-WAY
<br />M&P
<br />MAPS & PLA TS
<br />PM
<br />PARCEL MAPS
<br />S
<br />RECORD OF SURVEY
<br />OR
<br />OFFICIAL RECORDS
<br />D. N,
<br />DOCUMENT NUMBER
<br />P. U. E.
<br />PUBLIC UTILITY EASEMENT
<br />SJCO
<br />SAN JOAQUIN COUNTY
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S
<br />RECORDS
<br />CL
<br />CENTERLINE
<br />Ex
<br />EXISTING
<br />SF
<br />SQUARE FEET
<br />TYP
<br />TYPICAL
<br />- FD
<br />FOUND
<br />COR.
<br />CORNER
<br />SEC.
<br />SECTION
<br />CR
<br />CORNER RECORD, S. J. C. S. R.
<br />I. N.
<br />INSTRUMENT NUMBER
<br />C. 0. M.
<br />CITY OF MANTECA
<br />*
<br />CALCULATED FROM RECORD
<br />RESTRICTED ACCESS
<br />- ---
<br />CITY LIMIT LINE
<br />REFERENCES:
<br />(A) RECORD OF SURVEY, BOOK 37, PAGE 150, S, J. C.R.
<br />(B) "CERRI UNIT NO, I", 43-M&P-158, S. J. C. R.
<br />(C) RECORD OF SURVEY, BOOK 9, PAGE 88, S. J. C. R.
<br />(D) RECORD OF SURVEY, BOOK 33, PAGE 133, S. J. C.R.
<br />(E) PARCEL MAP, BOOK 10, PAGE 7, S. J.C.R.
<br />(F) RECORD OF SURVEY, BOOK 7, PAGE 260, S.J.C.R.
<br />(G) "CERRI UNIT NO. 2", 43-M&P-159, S,J.C.R.
<br />(H) WIDD O WS PLAT, FF -174, S.J.C. & R.
<br />(I) PARCEL MAP, BOOK 27, PAGE 22, S.J.C.R.
<br />(J) GRANT DEED, D, N, 2022-011825, S. J. C. R.
<br />I
<br />0 100 200
<br />I
<br />1 SCALE. 1"= 100'
<br />I
<br />I
<br />MONUMENT LEGEND:
<br />-----0— SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />SET 3/4" x 30" IRON PIPE, TAGGED LS 9099
<br />IN MONUMENT WELL, U.O.N.
<br />—d— SET 3.00' WITNESS CORNER 3/4" x 30" IRON
<br />PIPE, TAGGED LS 9099, U.O.N.
<br />—®— SET 3.00' x 3.00' WITNESS CORNER 3/4" x 30"
<br />IRON PIPE, TAGGED LS 9099, U.O.N.
<br />—0— FOUND 3/4" IRON PIPE, TAGGED LS 9099 (1), U.O.N.
<br />---00— FOUND MONUMENT IN MONUMENT WELL AS NOTED.
<br />SHEET 3 OF 5
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