|
�,� Z c r. /r ✓V ; x=4677'08" aj2 co 2
<br />(� h > > 1 2R C, 1 56.55' gb' �t 6,744
<br />10'P.U.E. - 0�
<br />?� z3=2'18',35" »�\ r
<br />00,
<br />r
<br />U=3°2519 L=13.22' / Q=135°36' cti n 10 0 \ i
<br />i J
<br />c cp L=61.59' 37 - G5 "g tn- + CRp.0)�
<br />L-.16.76' — — -- ,S' � \ � , s �„E o a,
<br />1 �
<br />J=d-5'50'15" �L .5_ 2-1 5
<br />W L=27.71' �57' ,"-E
<br />. `
<br />N85`13 3 L -24.39
<br />,`S'00 w -
<br />i
<br />i/
<br />/,410 sf. L=60 052„ \ ?p r1 �(
<br />i LA v RAD u \ FD. »+ UT IN CONC. PER \
<br />9 9g N85,1_3'.JT�L { _ _ _-CU \ B . ;"UTNE E
<br />°'� ( )
<br />D" V 9`L� L402.05' -` 10.1.63' �ci 4-47570/» k EXIST. 1U' P. U. E. (B)—� S COniV R,
<br />,1 - -L=58.58' v \ �%.y N58'30 >2"E 5.50'(14)(3) FROM Lr�
<br />30p�pJ��� �i W� �zP(�) fl p' S TRUE PROPERTY CORNER ) i
<br />R%' s 59.96' » - _ ,v_ b, 74 R sf. 5 i \ i
<br />12 R% 1 d p\
<br />NS5°73'.39 1' ' (AU) \ �� FD. 2--112" BRASS DISC LLI
<br />Cay �9 9L 44.97' U, 1 F 101.47
<br />9-.
<br />Op 15.04 - _ . - __ . _ NS3 54�� Q )5 j5 E 4-5°26 is" \ N MON. WELL, STAMPED i
<br />- _ 15) V 28' �c a�. A �. L 38.91 'F, /" - RCE 32158 PER (B)
<br />�'� / 4=938'03" 4=82°04'19„\v� I R=50.00' iL , .7: \ Nr ✓` %9 34 L-
<br />�d 0c / x / ' R=20.00' L=30.1> _ - `, v
<br />L =45.77 - \ ,'> �-4.22'1
<br />R -28.6 \ �A o - - 11 L=2 5.93 f
<br />`"��-
<br />t1=722'50" z� 6,589 sf. 0)
<br />10' r U.E. \ / 7,433 sf. 01}.
<br />L=46.79' / 57777 i6"W' �\ \ >ajj �r 9g \ R=272.00' 'u r7,. °
<br />A 3'01'48' 14, ;1 q , ��� L=35.On :� '
<br />/ 17.3.E r� �, ` c r>? \ / °uo � v' \ \ \ i� O°40'29" F � "F 114 ..35' '01 A' �) -
<br />^, 35 o �,- \ L 4 72' NS3° ± -� .� 3°0 \
<br />\ A z
<br />12,059 sf.N 48
<br />_
<br />----���p_
<br />\ -\ --I----
<br />10, P.U.E\U U u
<br />0.J.E10y' 7 ?86 f.8,574 sf. '5717"
<br />32 10
<br />-69 /1 A
<br />C) d G 138'09"
<br />�tn?
<br />,
<br />- -
<br />':o -• 10J
<br />� 5,006 sf. L-36.25' _\.. r�' °�.�r, s' \ 1 = 4, cs, p)
<br />1 V , r [ {Rn
<br />w \,^ NS_ 7 702E 11�.) ��D 1171 , I(n
<br />314.38' 115.b�-
<br />N84'10'20' E 34 - /3.02
<br />t yam, o JA 10.49' « J
<br />6- 60.34' \ ", \
<br />�u / FD. "t" CU IN CONC.
<br />_ (10.34 \'� 7 G-12°48'45"
<br />/ ii 8 \ \. A PEK (3) WITNESS
<br />-
<br />60-34 C� �o o c 4=10 3807"
<br />\ 0-.-4-- 6,968 sf. [� U 6 L=76.04' I
<br />o
<br />L=EO d8 0
<br />CJ i I lfj rj 7,49J .Sf I
<br />G=21 74" �'
<br />m r L=102.-57
<br />1 ul I ��
<br />`f4
<br />EASTLAKE UNIT NO.
<br />--c--
<br />sEr 314"k30°' IRON PIPE, TAGGED
<br />r:
<br />—
<br />w�
<br />6946 IN MONUMENT
<br />r�
<br />•F _ - X89 4� ZS E 1 G6.4.> rv,
<br />L, 559°46'23"E
<br />. � 35'
<br />106.89''
<br />0--
<br />TRACT N. 3857
<br />EAST11tKE UNIT N0.
<br />T
<br />FD.
<br />314" IRON PIPE,
<br />TAGGED
<br />RCE 32158
<br />U.D.N.
<br />UJvII i J�IJ. I
<br />FD. " "
<br />CUT 1N CONC. PER(13), WITNESSI - I
<br />FD.
<br />2--112" BRASS DIST_
<br />r
<br />FOUND
<br />��.
<br />PER
<br />�'
<br />(B), WITNESS
<br />CORNER,
<br />S89'46'23" E
<br />37
<br />o r r 9
<br />341—liil���-Jo
<br />CORNER,
<br />589°46'23"E 5.50'(M)(3)FROM 1
<br />d 6°49'43"
<br />WELL, STAMPED
<br />SAN JOAQUIN COUNTY RECORDS
<br />SUBDIVISIONS OF BAN JOAQUIN COUNTY'
<br />1
<br />\
<br />2.92'(M) 3.00'(3)
<br />FROM
<br />TRUE POSITION
<br />I -i
<br />7,816 sf.
<br />N
<br />TRUE PROPERTY CORNER i �
<br />R 12
<br />1 RCE 32158 PER (3)
<br />1
<br />PARCEL WAP
<br />M&P
<br />I
<br />f---
<br />(R)
<br />'
<br />S89°46'23"E (RAD) 397.99'(M) S89°46'11"E (B 398.00'(3)
<br />- ..-. -- -
<br />P.U.E.
<br />1 I �
<br />I
<br />I
<br />I
<br />P
<br />E!_1SSA �ARA Y INFILL
<br />f
<br />.rE
<br />14.131'
<br />60.00'
<br />60.00'
<br />--
<br />91.13'
<br />67.98'
<br />110.01 " 35'
<br />---
<br />30
<br />z
<br />11 g
<br />p5
<br />]
<br />" IRON
<br />11
<br />z
<br />ER BOOK 6 OF
<br />ROF'
<br />06k.
<br />50
<br />iJ00113'37"E � ��
<br />28' �
<br />28' I N00`1337"E
<br />TAGGED RCE 32p5bE,
<br />— -- — — -- — — — —
<br />— — —
<br />PLA PAGE E3 AND ALL PARCEL F'ERABOOK
<br />_91.00'
<br />/.
<br />o
<br />o
<br />21.00'
<br />- j \ - _- .
<br />-_1 EXIST. 10'
<br />P. U.E (B)-
<br />PER (B), WITNESS
<br />Gs
<br />L=920'58"34
<br />OF MAPS & FLATS, PAGE 98, 5..1.C.R., AND LYING IN
<br />-- -- --
<br />--
<br />-6-
<br />- -- -- ti 14
<br />rg
<br />CORNER (USED FOR
<br />w
<br />.: --�-
<br />L=66.90' 1
<br />I
<br />1
<br />A
<br />\
<br />�' .-.
<br />THE SOUTH HALF OF SECTION 34, T. 2 8., R. 8 E.,
<br />0.00'
<br />71 73' 8.00' W
<br />48.0029.75' �84.11'
<br />„?
<br />LINE ONLY)
<br />II
<br />I�
<br />8080
<br />MOUNT DIABLO MERIDIAN.,a
<br />N9°42"W (M)
<br />4
<br />222.00'N
<br />'1,�
<br />V89°46'23"W 171.00'
<br />7.869 sf.
<br />W
<br />'
<br />112 2
<br />\ �
<br />CITY OF TRACY, SAN JOAQUINCOUNTY, CALIFORNIA
<br />'�
<br />-
<br />J
<br />9,422 sf. v
<br />MAY, 2018
<br />55.04'(M)(A)
<br />a
<br />9,306
<br />8,728 sf.
<br />W
<br />`��
<br />b
<br />13
<br />12,212 sf
<br />h�ao°�G
<br />— v
<br />ENGINEERING GROUP,, INC.
<br />r
<br />17
<br />L�
<br />:3f
<br />T,
<br />D 2 25'43"
<br />:,'
<br />I
<br />=
<br />'iv
<br />A
<br />cgWRTHSTA.R
<br />fgC/ 9542.97'
<br />4U' j2) 92f1Street, L%0deS18
<br />(209) 5241—J -525(7j
<br />;ai
<br />9.980 sf. u1=8°23,32,
<br />1\10 L-60 05
<br />SCALE1
<br />�,� Z c r. /r ✓V ; x=4677'08" aj2 co 2
<br />(� h > > 1 2R C, 1 56.55' gb' �t 6,744
<br />10'P.U.E. - 0�
<br />?� z3=2'18',35" »�\ r
<br />00,
<br />r
<br />U=3°2519 L=13.22' / Q=135°36' cti n 10 0 \ i
<br />i J
<br />c cp L=61.59' 37 - G5 "g tn- + CRp.0)�
<br />L-.16.76' — — -- ,S' � \ � , s �„E o a,
<br />1 �
<br />J=d-5'50'15" �L .5_ 2-1 5
<br />W L=27.71' �57' ,"-E
<br />. `
<br />N85`13 3 L -24.39
<br />,`S'00 w -
<br />i
<br />i/
<br />/,410 sf. L=60 052„ \ ?p r1 �(
<br />i LA v RAD u \ FD. »+ UT IN CONC. PER \
<br />9 9g N85,1_3'.JT�L { _ _ _-CU \ B . ;"UTNE E
<br />°'� ( )
<br />D" V 9`L� L402.05' -` 10.1.63' �ci 4-47570/» k EXIST. 1U' P. U. E. (B)—� S COniV R,
<br />,1 - -L=58.58' v \ �%.y N58'30 >2"E 5.50'(14)(3) FROM Lr�
<br />30p�pJ��� �i W� �zP(�) fl p' S TRUE PROPERTY CORNER ) i
<br />R%' s 59.96' » - _ ,v_ b, 74 R sf. 5 i \ i
<br />12 R% 1 d p\
<br />NS5°73'.39 1' ' (AU) \ �� FD. 2--112" BRASS DISC LLI
<br />Cay �9 9L 44.97' U, 1 F 101.47
<br />9-.
<br />Op 15.04 - _ . - __ . _ NS3 54�� Q )5 j5 E 4-5°26 is" \ N MON. WELL, STAMPED i
<br />- _ 15) V 28' �c a�. A �. L 38.91 'F, /" - RCE 32158 PER (B)
<br />�'� / 4=938'03" 4=82°04'19„\v� I R=50.00' iL , .7: \ Nr ✓` %9 34 L-
<br />�d 0c / x / ' R=20.00' L=30.1> _ - `, v
<br />L =45.77 - \ ,'> �-4.22'1
<br />R -28.6 \ �A o - - 11 L=2 5.93 f
<br />`"��-
<br />t1=722'50" z� 6,589 sf. 0)
<br />10' r U.E. \ / 7,433 sf. 01}.
<br />L=46.79' / 57777 i6"W' �\ \ >ajj �r 9g \ R=272.00' 'u r7,. °
<br />A 3'01'48' 14, ;1 q , ��� L=35.On :� '
<br />/ 17.3.E r� �, ` c r>? \ / °uo � v' \ \ \ i� O°40'29" F � "F 114 ..35' '01 A' �) -
<br />^, 35 o �,- \ L 4 72' NS3° ± -� .� 3°0 \
<br />\ A z
<br />12,059 sf.N 48
<br />_
<br />----���p_
<br />\ -\ --I----
<br />10, P.U.E\U U u
<br />0.J.E10y' 7 ?86 f.8,574 sf. '5717"
<br />32 10
<br />-69 /1 A
<br />C) d G 138'09"
<br />�tn?
<br />,
<br />- -
<br />':o -• 10J
<br />� 5,006 sf. L-36.25' _\.. r�' °�.�r, s' \ 1 = 4, cs, p)
<br />1 V , r [ {Rn
<br />w \,^ NS_ 7 702E 11�.) ��D 1171 , I(n
<br />314.38' 115.b�-
<br />N84'10'20' E 34 - /3.02
<br />t yam, o JA 10.49' « J
<br />6- 60.34' \ ", \
<br />�u / FD. "t" CU IN CONC.
<br />_ (10.34 \'� 7 G-12°48'45"
<br />/ ii 8 \ \. A PEK (3) WITNESS
<br />-
<br />60-34 C� �o o c 4=10 3807"
<br />\ 0-.-4-- 6,968 sf. [� U 6 L=76.04' I
<br />o
<br />L=EO d8 0
<br />CJ i I lfj rj 7,49J .Sf I
<br />G=21 74" �'
<br />m r L=102.-57
<br />1 ul I ��
<br />`f4
<br />EASTLAKE UNIT NO.
<br />--c--
<br />sEr 314"k30°' IRON PIPE, TAGGED
<br />r:
<br />—
<br />w�
<br />6946 IN MONUMENT
<br />r�
<br />•F _ - X89 4� ZS E 1 G6.4.> rv,
<br />L, 559°46'23"E
<br />. � 35'
<br />106.89''
<br />0--
<br />30'
<br />EAST11tKE UNIT N0.
<br />T
<br />SFT 3/4"x30" IRON PIP TAGGED
<br />L5 6946 AS 3'
<br />EASTLAKE UNIT NO.
<br />',VITPIESS CORNER TO LOT CORNER,
<br />U.D.N.
<br />36
<br />SET 3/4" IRON PIPE, TAGGED LS
<br />6,946 AT ALL REAR
<br />S.J.C.R.
<br />LOT CORNERS, U.O.N.
<br />r
<br />FOUND
<br />ti�
<br />SFN
<br />w
<br />i"
<br />37
<br />11,840 sf. "�
<br />MEASURED
<br />d 6°49'43"
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />aim
<br />1
<br />\
<br />40 7,069 sf.
<br />DOC
<br />7,435 sf.
<br />I -i
<br />7,816 sf.
<br />UNLESS OTHERWISE NOTED
<br />P?,4
<br />PARCEL WAP
<br />M&P
<br />MAPS & PLATS
<br />(R)
<br />RADIAL
<br />P.U.E.
<br />PUBLIC UTILIT`/ EAjEMEN'1
<br />(RAD)
<br />RAOIAI BEARING
<br />B. 0. B.
<br />BASIS OF BEARINGS
<br />--
<br />z
<br />]
<br />z
<br />iJ00113'37"E � ��
<br />28' �
<br />28' I N00`1337"E
<br />EXIST. 10' P. U.E. (B)--
<br />_91.00'
<br />/.
<br />o
<br />o
<br />21.00'
<br />- j \ - _- .
<br />-_1 EXIST. 10'
<br />P. U.E (B)-
<br />_M1
<br />-- -- --
<br />--
<br />-6-
<br />- -- -- ti 14
<br />027'
<br />0.00'
<br />71 73' 8.00' W
<br />48.0029.75' �84.11'
<br />86.89'/
<br />j k3
<br />8080
<br />N9°42"W (M)
<br />1'858
<br />222.00'N
<br />y
<br />V89°46'23"W 171.00'
<br />S88°08'52"W (A)(B)
<br />55.04'(M)(A)
<br />a
<br />839.98'
<br />__
<br />274.00'
<br />- I:!
<br />N89°46'23"'W (M)
<br />N89°46'11 "W (A)(B)
<br />1113.98'
<br />20' X 30' PACIFIC BELL
<br />FD. 2-1/2" BRASS DISC
<br />,DOMINIQUE
<br />DRIVE
<br />EASEMENT PER INSTR.
<br />NO. 2001-01087080,
<br />?y
<br />V MON. WELL, STAMPED
<br />PCE 32158 PER (B)
<br />ci t 1 v 8 r L1.55A1 G-1]RrI Y j?,4jvICr1 UIv11T f\l0. I I I
<br />I \ B ct I 31 I 32
<br />Y.: AJ12-1111 ©IlscagarayVdwy\subdivision Aj12-1111 aU_scgaray sub
<br />CORNF_R, N89 .6'23"E
<br />5.50'(M)(B) FROM
<br />TRUE PROPERTY
<br />CORNER
<br />IO/
<br />FD. 2-112" 3RASS
<br />DISC IN MON. WELL,
<br />STAMPED RCE
<br />32158 PER (B)
<br />106
<br />NOTES
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. [HIS MAP REFERS TO APPROVED TENTATIVE MAP
<br />77 A412-0002.
<br />J. ALL REFERENCES ARE TO SAN JOACUIN COUNTY RECORD -S
<br />AND BOOK OR VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS
<br />A WITNESS CORNER AER TO LOT CORNER.
<br />5. SET 5.5' WITNESS CORNER ON THE LOT LINE PROJECTION
<br />FOR LOT CORNERS FACING A ROADv*1Y AND AT
<br />R1 CHT OF -WAY -8. C., E.C., P.C.C. ee P.R.C. (CHISELED "r" 11`l
<br />CONC. SIDEWALK)
<br />LEGEND.
<br />EASTLAKE UNIT NO.
<br />--c--
<br />sEr 314"k30°' IRON PIPE, TAGGED
<br />LS 6946, U.O.N.
<br />—
<br />oET .314" IRON PIPE, TAGGED LS
<br />6946 IN MONUMENT
<br />WELL, , U.O.N.
<br />0--
<br />FOUND MONUMENT AS NOTED
<br />EAST11tKE UNIT N0.
<br />T
<br />SFT 3/4"x30" IRON PIP TAGGED
<br />L5 6946 AS 3'
<br />EASTLAKE UNIT NO.
<br />',VITPIESS CORNER TO LOT CORNER,
<br />U.D.N.
<br />(E)
<br />SET 3/4" IRON PIPE, TAGGED LS
<br />6,946 AT ALL REAR
<br />S.J.C.R.
<br />LOT CORNERS, U.O.N.
<br />r
<br />FOUND
<br />SFN
<br />SEARCHED, FOUrVD NOTHING
<br />(A)
<br />SEE REFERENGES TH1S .SHEET
<br />(Pd)
<br />MEASURED
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />OR
<br />OFFICIAL RECORDS
<br />DOC
<br />DOCUMENT
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />P?,4
<br />PARCEL WAP
<br />M&P
<br />MAPS & PLATS
<br />(R)
<br />RADIAL
<br />P.U.E.
<br />PUBLIC UTILIT`/ EAjEMEN'1
<br />(RAD)
<br />RAOIAI BEARING
<br />B. 0. B.
<br />BASIS OF BEARINGS
<br />ABUTTERS RIGHTS RELINGU13HED
<br />(A)
<br />EASTLAKE UNIT NO.
<br />6, BOOK 36 M&P,
<br />PAGE 6, S.J.C.R.
<br />(B)
<br />ELISSAGARAY RANCH
<br />UNIT NO. 1, BOOK
<br />34 M&P, PAGE 98,
<br />S. J. C. R.
<br />(C)
<br />EAST11tKE UNIT N0.
<br />10, BOOK 37 M&P,
<br />PAGE 86, S.✓.GR.
<br />(D)
<br />EASTLAKE UNIT NO.
<br />13, BOOK 37 M&P,
<br />PACE 3, S.J.C.R.
<br />(E)
<br />RECORD OF SURVEY,
<br />BOOK 36, PAGE 118,
<br />S.J.C.R.
<br />SI-ILEF 4 OF 4
<br />
|