|
I�-- S.S.J.I.D. RIGHT-OF-WAY EASEMENT
<br />PER D.N. 2021-210988, S.J.C.R. i
<br />N
<br />N89'41'20"W 602.66'(M)(1)
<br />NSMISSIO 8IE OF T
<br />CE EASEM AN 0 P 0 jE� IR ER S A�
<br />SIN 6p0K 510, S / LOT A \ _
<br />OF
<br />PACE\ / PARK/STORM DRAIN BASIN
<br />62246 SF �1 FD & ACCEPTED 3/4" IRON
<br />0' P. U.
<br />BION 4 3 A GRES _ - - - - - - - - - _ ^ i PIPE TAGGED LS 6013
<br />OF ,ARAN Vol-MI187 ' i _ _ - - _ \ ` ry (TAGGED LS 5340 PER (C))
<br />NTI EN4ENT F PER
<br />AT / / / x=36 02'15" R=273.00' L=171. �_ S73'�0'28"W
<br />CE E EASE F OF J C.R• -� 7> - - - - - - - 5.74
<br />LI �FBOOK 227, S /
<br />CE 7.31 W6'02'15" R=250.00' -�-
<br />/ 3,22 00'W a - - - 24` �i 45'33'47" R=227.00' L=140.90' / o
<br />/ B
<br />.93' -"57
<br />2p 29' L10 C36 v 4 j w p Q 3533'47" R=250 .00' L=155.1 7'
<br />0'W i 6 O o L1 36'02'1 5" R=220.00'C30 138 37' _ -
<br />C29 Q,�i
<br />ss ���0 573322% WAY
<br />d C28�i --- ---- C31 �6,
<br />NIAR�Np 15h'19 28 3, Z MRv Z �' C32 a�4 02'13'
<br />00"W 43.00 _ o ^ o tiT Z R=280.00' L=1 66.34'
<br />_ tiT N hi o C33 C35
<br />S89'44'44"E 83.19' r. ^ ° w 573 22 U E ? ori d =o i o ° v 3 i Z -C34 �.G,.
<br />V 43.00 10 P' 2T S �i o poi�i� - - �- hoi
<br />N i\3g.of a°i o tii o .Mi
<br />W O t Iv Z
<br />a9' Z o 34 � 35 NICL
<br />0 41 33 4590 SF 4455 SF 38 o oh i o o� i No
<br />3501 SF 4 A ti z w ��
<br />t 12.15' ` \ 25' ( w 32 0 387.3 SF o 4369 Si'- 87 0 NS {' 38 39 �` 4240SF
<br />r p o_ 0 3920 SF
<br />58944'44"E 83.31' 1 3743 SF w �
<br />C � w f 1 31 � � � � \! 0 3465 SF � 3305 SF N
<br />W Yh 5527 SF ` -------- = N89'44'44"W 298.82' o? ll -
<br />0 42 ro- ; '30.58' 43.04' 43.04' 43.04' 43.04' 43.04' 53.04'
<br />3732 SF 0 ^ W 170.69 43.11 22 g7' 20.61' 43.00' 43.00' 43.00' 59.15' 90.06'
<br />co
<br />e 589'44'44"E(R) 89.32
<br />w r) � 577.22'52" 43.11 4q.11
<br />- - 25' �,- ' 7g.20, 44.11 23 6�
<br />j m 3 ' 59.50 0 3879 SF 22
<br />c 43Oo - z °jo ^ N 0 3 5578 SF
<br />g^ 3970 SF W N ^o
<br />J o 1a 27 26 25 24
<br />L6 -e 589'44'44"E 87.94' O coo o 29 4841 SF 3 5215 SF 3 5273 SF 5263 SF 3 4522 SF
<br />In v 3t) 4479 SF 3 ° ° o vo �G" �� �0
<br />1 w 5205 SF ;� h , i C21
<br />---3 0 44 o S � 0 0 0 CD ,�' 020 ER)
<br />3753 SF Q I �74' o C) n n �� �i��ti sow 53'05p4- 68151 SF
<br />Z 58944'44"E 86.63 25' n - - - - - - - 10' P. U_E.
<br />'
<br />38.00' 43.00' 43.00' 43.00' 43.00 28.78' C25 C25
<br />0 45 4 00 3 y 589'44'44"E 238.78' FJ o o S8828'23"E(R
<br />3697 SF LnN
<br />78.23'
<br />- - - S89'44'44"E 85.31' 589'44'44"E 367.49=
<br />4s i , FLAXEN COURT N 916 20
<br />� p,25i1 �
<br />r�I
<br />0
<br />CURVE TABLE
<br />- - - - - - - - -
<br />15_ 16
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C3
<br />13'59'50"
<br />300.00'
<br />73.29'(M)(I)
<br />SECTION
<br />BASIS OF BEARINGS:
<br />FD & ACCEPTED 3/4" IRON
<br />73.32'(C)
<br />C19
<br />38'2633"
<br />50.00'
<br />33.55'
<br />C20
<br />38'26'33"
<br />50.00'
<br />33.55'
<br />C21
<br />46'22'36"50.00'
<br />.
<br />40.47'
<br />C22
<br />24'5031 "
<br />50.00'
<br />21.68'
<br />C23
<br />56'4952"
<br />50.00'
<br />49.60'
<br />C24
<br />40' 18'38"
<br />50.00'
<br />J5.18'
<br />C25
<br />16'31'14"
<br />50.00'
<br />14.42'
<br />C26
<br />90'00'00"
<br />20.00'
<br />31.42'
<br />C27
<br />73'06'44"
<br />20.00'
<br />25.52'
<br />C28
<br />08'16'30"
<br />220.00'
<br />31.77'
<br />C29
<br />11'13'02'
<br />220.00'
<br />43.07'
<br />C30
<br />11'25'00"
<br />220.00'
<br />43.84'
<br />C31
<br />05'07'43"
<br />220.00'
<br />19.69'
<br />C32
<br />05' 16'37"
<br />280.00'
<br />25.79'
<br />C33
<br />08'5952"
<br />280.00'
<br />43.97'
<br />C34
<br />08'49'07"
<br />280.00'
<br />43.10'
<br />C35
<br />10'56'37"
<br />280.00'
<br />53.48'
<br />C36
<br />14' 1 1 01 "
<br />60.00'
<br />14.85'
<br />C37
<br />2.5'40'03"
<br />70.00'
<br />31.36'
<br />C38
<br />11'09'32"
<br />60.00'
<br />11.69'
<br />r�I
<br />0
<br />- - - -
<br />14
<br />- - - - - - - - -
<br />15_ 16
<br />- - ` /
<br />17 18- - 19
<br />I 20'
<br />FD
<br />COR.
<br />TYPICAL
<br />FOUND
<br />CORNER
<br />_ _ _ _ _
<br />l SEE SHEET 3 I
<br />R FERENCES:
<br />VARIABLE WIDTH S.S.J.LD, RIGHT-OF-WAY
<br />EASEMENT PER
<br />SEC.
<br />SECTION
<br />BASIS OF BEARINGS:
<br />FD & ACCEPTED 3/4" IRON
<br />m
<br />2.06 -
<br />i
<br />A COURSE OF NORTH 89'4539" WEST BETWEEN CITY OF MANTECA GPS MONUMENTS
<br />PIPE TAGGED LS 6013 IN
<br />y
<br />I.N.
<br />0.R.
<br />INSTRUMENT NUMBER
<br />OFFICIAL RECORDS
<br />No. 216 AND No. 227, AS CALCULATED FROM COORDINATES SHOWN IN BOOK 33 OF
<br />MONUMENT WELL
<br />PER UNRECORDED AGREEMENT PI -2015 DATED
<br />.
<br />CALCULATED FROM RECORD
<br />SURVEYS, AT PAGE 133, S.J.C.R., WAS USED AS A BASIS FOR ALL BEARINGS SHOWN
<br />(TAGGED LS 5340 PER (C))
<br />NOVEMBER 22, 1913 ON FILE AT S.S.JJ.D.
<br />ON THIS MAP. ALL DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCE
<br />MULTIPLY GROUND DISTANCE 8Y 0.999929505.
<br />(E) PARCEL MAP, BOOK 17, PAGE 76, S.J.C.R.
<br />TRACT NO.
<br />4110
<br />p
<br />I
<br />MONUMENT LEGEND:
<br />(G) CALTRANS RIGHT-OF-WAY MAP, SJ120-008
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />-0- SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />--0- SET 3/4" x 30" IRON PIPE, TAGGED LS 9099 IN MONUMENT WELL, U.O.N.
<br />(H) EASEMENT DEED, 413-O.R.-116, S.J.C.R.
<br />(!) PARCEL MAP, 27 -PM -19, S.J.C.R.
<br />NII+R 4934
<br />SUBDIVISION
<br />NLq
<br />73•g0 2��00 /
<br />s
<br />^ p
<br />u�
<br />s.
<br />L2 FD & ACCEPTED 3/4" IRON
<br />MpRIN
<br />WAY
<br />r'
<br />o
<br />PIPE TAGGED LS 6013 IN
<br />MONUMENT WELL
<br />N -j o
<br />FD & ACCEPTED (TAGGED LS 5340 PER (C))
<br />c m
<br />IRON PIPE
<br />o
<br />TAGGED LS 6013
<br />I
<br />(TAGGED LS 5340
<br />PER (C))
<br />iz
<br />_
<br />- / /
<br />'A' m
<br />��KJJJ
<br />5.05'
<br />SEE DETAIL - -
<br />THIS SHEET
<br />'14
<br />DETAIL 'A'
<br />rn
<br />NTS
<br />0
<br />40
<br />80
<br />_-
<br />1
<br />iZ�1 SCALE; 1"'
<br />e
<br />.D'
<br />LEGEND:
<br />RIGIGHT-OF--OF-WAY
<br />EASEMENT PER BOOK
<br />SFN
<br />SEARCHED, FOUND NOTHING
<br />2497 OF OFFICIAL
<br />W. C.
<br />WITNESS CORNER
<br />RECORDS,
<br />S.J.C.R.PAGE 45,
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />(A)
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />o
<br />FD & ACCEPTED
<br />(R)
<br />RADIAL BEARING
<br />o
<br />c
<br />3/4" IRONPIPE Iw
<br />C18
<br />CURVE DATA, SEE CURVE
<br />TAGGED LS 6013 IN
<br />TABLE THIS SHEET
<br />rn
<br />MONUMENT WELL
<br />L18
<br />LINE DATA, SEE LINE
<br />(TAGGED LS 5340
<br />TABLE THIS SHEET
<br />-n---
<br />�
<br />PER (C))
<br />R/W
<br />RIGHT-OF-WAY
<br />°
<br />M&P
<br />MAPS & PLATS
<br />v 3
<br />PM
<br />PARCEL MAPS
<br />N o
<br />I
<br />SRECORD
<br />OF SURVEY
<br />° N
<br />0)n
<br />VOL.
<br />VOLUME
<br />o
<br />FD & ACCEPTED
<br />I
<br />D.N.
<br />DOCUMENT NUMBER
<br />o
<br />3/4" IRON PIPE
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />Z
<br />.�
<br />TAGGED LS 6013
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />c
<br />.�
<br />IN MONUMENT WELL
<br />(TAGGED LS 5340
<br />S.J.C.S.R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S
<br />PER (C))
<br />RECORDS
<br />S.S.J.LD.
<br />SOUTH SAN JOAQUIN IRRIGATION
<br />DISTRICT
<br />SF
<br />SQUARE FEET
<br />S S J I D RIGHT-OF-WAY EASEMENTTYP
<br />- PER D.N. 2021-210988, S.J.C.R. - -
<br />11 12 13
<br />II I I
<br />- - - -
<br />14
<br />- - - - - - - - -
<br />15_ 16
<br />- - ` /
<br />17 18- - 19
<br />I 20'
<br />FD
<br />COR.
<br />TYPICAL
<br />FOUND
<br />CORNER
<br />_ _ _ _ _
<br />l SEE SHEET 3 I
<br />R FERENCES:
<br />VARIABLE WIDTH S.S.J.LD, RIGHT-OF-WAY
<br />EASEMENT PER
<br />SEC.
<br />SECTION
<br />BASIS OF BEARINGS:
<br />(A) MAP OF E. POWERS SUBDIVISION, 5-M&P-36, S.J.C.R.
<br />I.N. 92022790, S.J.C.R, P1-2001
<br />AND PI -2044 (UNRECORDED S.S.J.LD. AGREEMENT)
<br />C.R.
<br />CORNER RECORD, S.J.C.S.R.
<br />A COURSE OF NORTH 89'4539" WEST BETWEEN CITY OF MANTECA GPS MONUMENTS
<br />(B) RECORD OF SURVEY, BOOK 33, PAGE 133, S.J.C.R.
<br />"DOVICHI
<br />25' S.S.J.l.D. RIGHT-OF-WAY EASEMENT PER
<br />I.N.
<br />0.R.
<br />INSTRUMENT NUMBER
<br />OFFICIAL RECORDS
<br />No. 216 AND No. 227, AS CALCULATED FROM COORDINATES SHOWN IN BOOK 33 OF
<br />(C) SQUARE", 31-M&P-66, S.J.C.R.
<br />PER UNRECORDED AGREEMENT PI -2015 DATED
<br />.
<br />CALCULATED FROM RECORD
<br />SURVEYS, AT PAGE 133, S.J.C.R., WAS USED AS A BASIS FOR ALL BEARINGS SHOWN
<br />(D) "CAMBRIDGE PARK'; 32-M&P-41, S.J.C.R.
<br />NOVEMBER 22, 1913 ON FILE AT S.S.JJ.D.
<br />ON THIS MAP. ALL DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCE
<br />MULTIPLY GROUND DISTANCE 8Y 0.999929505.
<br />(E) PARCEL MAP, BOOK 17, PAGE 76, S.J.C.R.
<br />TRACT NO.
<br />4110
<br />(F) PARCEL MAP, BOOK 11, PAGE 145, S.J.C.R.
<br />MONUMENT LEGEND:
<br />(G) CALTRANS RIGHT-OF-WAY MAP, SJ120-008
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />-0- SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />--0- SET 3/4" x 30" IRON PIPE, TAGGED LS 9099 IN MONUMENT WELL, U.O.N.
<br />(H) EASEMENT DEED, 413-O.R.-116, S.J.C.R.
<br />(!) PARCEL MAP, 27 -PM -19, S.J.C.R.
<br />THOMAS STREET
<br />SUBDIVISION
<br />-e- SET 3.00' WITNESS CORNER 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />-�- FOUND MONUMENT AS NOTED.
<br />-OO- FOUND MONUMENT IN MONUMENT WELL AS NOTED.
<br />NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP SDJ20-39.
<br />3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG LOT LINE THAT CONTAINS A WITNESS CORNER ARE FROM LOT CORNER TO
<br />LOT CORNER.
<br />5. ALL LOT CORNERS: SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />6. WITNESS CORNERS: SAW CUT '+' IN CONCRETE AT 1.00 -FOOT DISTANCE FROM LOT CORNER ON LOT
<br />LINE PROJECTION.
<br />' K.'\J79-2324 Tho-, Street Subdivision \DWG\Mapping\Subdlvb,,-\J19-2324 FM SHT 5.dwg
<br />BEING A SUBDIVISION OF PARCEL A AS SHOWN ON THAT CERTAIN
<br />PARCEL MAP FILED IN BOOK 27 OF PARCEL MAPS, AT PAGE 19,
<br />SAN JOAOUIN COUNTY RECORDS AND LYING IN A PORTION OF THE
<br />NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 2 SOUTH,
<br />RANGE 7 EAST, MOUNT DIABLO MERIDIAN
<br />CITY OF MANTECA, SAN JOAOUIN COUNTY, CALIFORNIA
<br />JANUARY, 2022
<br />ORTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />SHEET 4 OF 4
<br />LINE TABLE
<br />LINE
<br />BEARING
<br />LENGTH
<br />L1
<br />N16'09'10"W
<br />174.17'(M)(I)
<br />174.2 1 '(C)
<br />L2
<br />N73'50 28'E
<br />76.23'(M)(1)
<br />76.20'(C)
<br />L9
<br />S00'15'16"W
<br />20.29'
<br />L10
<br />N8733'01 E
<br />42.54'
<br />Lll
<br />N10'54'16"W
<br />44.14'
<br />L 12
<br />NO2'09'20 "W
<br />25.77'(M)
<br />25.76'(C)
<br />L 13
<br />NO2'09'20 "W
<br />25.76'(M)
<br />25.77'(C)
<br />BEING A SUBDIVISION OF PARCEL A AS SHOWN ON THAT CERTAIN
<br />PARCEL MAP FILED IN BOOK 27 OF PARCEL MAPS, AT PAGE 19,
<br />SAN JOAOUIN COUNTY RECORDS AND LYING IN A PORTION OF THE
<br />NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 2 SOUTH,
<br />RANGE 7 EAST, MOUNT DIABLO MERIDIAN
<br />CITY OF MANTECA, SAN JOAOUIN COUNTY, CALIFORNIA
<br />JANUARY, 2022
<br />ORTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />SHEET 4 OF 4
<br />
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