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40 Ll b-
<br /> 6 1 • TRACT NCS . 3260
<br /> FD I 3/4" IRON ROD 1. ALL DISTANCES SHOWN ARE MEASURED, UNLESS OTHERWISE NOTED. (R1) R.S. 35-58, S.J.C.R.
<br /> TAGGED RCE 19638 (R1) (R2) P.M. 7-53, S.J.C.R. SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 2. ALL DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. (R3) M. & P. 17-128, S.J.C.R.
<br /> 589*1 2'001"E I (R4) M. & P. 36-11, S.J.C.R.
<br /> 105 3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK (R5) M. & P. 37-35, S.J.C.R. LEGACY ESTATES UNIT I
<br /> OR VOLUME PRECEDES PAGE. (R6) R.S. 4-143, S.J.C.R. BEING A PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION 15,
<br /> -C,4 10� 4. CHISELLED CROSSES "+" WILL BE SET IN CONCRETE SIDEWALK AT TOWNSHIP 3 NORTH, RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> Lo BASIS OF BEARINGS:
<br /> LA 1-FOOT OFFSET TO FRONT LOT CORNERS ON EXTENSION OF LOT
<br /> CD CITY OF LOD], SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 12,065 SQ.FT. FD 3/4 IRON ROD LINE.
<br /> 0) THE LINE BETWEEN S.E. CORNER OF SECTION 15, T.3.N., R.6.E., M.D.B. & M.,
<br /> 7 0,>, TAGGED RCE 19638 (R1) AND THE EAST 1/4 CORNER OF SAID SECTION 15, BEING N 00-08'45- W, AS
<br /> DAVID EVANS AND ASSOCIATES, INC.
<br /> PER (R2), MONUMENTED AS SHOWN HEREON.
<br /> -- ------ ------ FD 3/4" IRON I SALI DA, CALIFORNIA
<br /> ROD TAGGED
<br /> `f N84-15'41 w 10 27.5$ STREET RIGHT-OF WAY DEDICATION BY SEPARATE DOCUMENT 9638(Rl) APRIL, 2004
<br /> :i . 5.46 r, BEFORE ACCEPTANCE OF IMPROVEMENTS BY THE CITY OF LOD] RCE 1
<br /> 99.81 IN
<br /> Lo S89*08$47"E 839.00, SHEET 3 OF 3
<br /> N89-091777 1 -81 9755"
<br /> Lo 2 1 r` LI!
<br /> Q4 6,170 SQ.FT. 5,7. 04 N89*08'47'V GIANNONI, WAY 79.91 0 FD. MON. IN MONUMENT BOX, AS NOTED
<br /> -57.00 -57._0Zr 7.00, �5�OO 5.00
<br /> Au.OT L 55 OOI155.0 FD. MONUMENT, AS NOTED
<br /> L is-100- 5- - :"' 'I
<br /> NBW59 E 7.5' 22.5
<br /> w. X 30- IRON PIPE, TAGGED LS 6594s
<br /> RADIAL w: w w 10' P.U.E. SET 3/4
<br /> 96.8 w tAJ w 0 IN MONUMENT BOX
<br /> W.C. 0 0 . 0 k`IJ w w w
<br /> 0 0
<br /> o 3 Typ.) 64 66 -7 6 8 0 --0- SET 3/4- X 30" IRON PIPE, TAGGED LS 6594
<br /> 6,575 65 6 00 69 0. 0
<br /> 6,616 SQ.FT. I co co 71 72 !o 73 !o
<br /> 4 to 0 5,688 to �O 5.6,88 2 74 75 !o n 76
<br /> 5688 U-) 5689 'o 0' 5s689 M' r-�. I C-4 SET 3/4 X 24" IRON PIPE, TAGGED LS 6594
<br /> 0) ul)0 1
<br /> 7- 0031 SQ.FT. S 0 0 0) Lo r-: 77 1 (REAR LOT)
<br /> 0 NOO'00'45"W -gs Q.FT. 0� SQ.FT. SQ.FT. b SQ.FT ob ' 5,930 5s930 5930 N 5,930 P 5,931 P 5,931 u) 'o 6781 1 5*
<br /> 0 . 1 z Z SQ.FT. 70 b 0 00 b 0 $ b 0 f6 co
<br /> ii.16 I I z z %_ fl, 00
<br /> _04 0 4 to I z 0 SQ.FT. 0 - SQ.FT. SQ.FT. 00 o v- 0) 0 04
<br /> 0, 0 - SQ.Ft. o o , SQ.FT. 0 SQ.FT. b SQ.FT. 1�
<br /> Z�
<br /> co z -J N89*59'15"E 04 Go z 5$929 z z z z z z RESTRICTED ACCESS
<br /> oj 65.613' 57. Os 57.0 57.00" 5 57.00' SQ�FT.
<br /> cooi 7.00 CITY LIMITS
<br /> 5 u- 104.58' 100.01 04
<br /> 0 ul) 79.62 55.00' 55.00' 55.00' 55.00- 55.00- BOUNDARY LINE
<br /> 0 4 1 f 1 116.00, 61.00 55.00' 55.00' 64.26s 1/"'
<br /> In"25' 25 w
<br /> 6685 SQ.FT. 1 63 N89*08'30"W 350.63' N89*08'30'V 449.26' CENTERLINE OF RIGHT-OF-WAY
<br /> to 0 00 2
<br /> 14 0, k/
<br /> -,,A 10 , RIGHT-OF-WAY LINE
<br /> z id 10' P.U.E 6,077 SQ.FT. 0
<br /> co.
<br /> oi I N�e. 52 w w W; w
<br /> N EASEMENT LINE
<br /> 0. 51 'w W Lo w w
<br /> 94.44' N89*59'15"E 8,661 c� 47
<br /> b b) PARCEL LINE
<br /> o
<br /> NUWU9�05"W C14 2 �8 W,
<br /> - �a- SQ.FT. Lo 0 00 49 bb a, u)
<br /> 53 6,934 z 0; 6sO44 !o 00 46 Iq 45 44 43 IP`• O.R. OFFICIAL RECORDS
<br /> SQ., L
<br /> 100.00, 50 Lo 0)
<br /> 01)lx-�`, 1 0 o 6,044, 8 6.04 '� 0) (M)
<br /> 9 S§-9,LO!LO5-E b 14,071 SQ.FT. SQ.FT. -4 FT L MEASURED WITH THIS SURVEY
<br /> 6,044 b o 6,044 b 6,044 Z, o 6,044 7,115 I(R 0
<br /> 62 0
<br /> 296 - SQ.FT. Q. 10 SQ.FT. o SQ.FT. 0 SQ.FT. wo
<br /> L0 9 00 0
<br /> Lo8 84 S Q.F T. SQ.FT. 0 - 0 0 (R) RADIAL BEARING
<br /> 6,000 SQ.FT. 6 "1 10' P.U.E.P.U.E. - z z z z 71 z
<br /> N TEHAMA DR E to I C 1 o / U.E. 10, b
<br /> G 9 X" P.U.E. PUBLIC UTILITY EASEMENT
<br /> to 0 P.U.E.
<br /> o 89*50"1 5"E 'a, I-P- V) S.J.C.R. SAN JOAQUIN COUNTY RECORDS SCALE
<br /> -��75-12 15- -567
<br /> 7 5QLO
<br /> + 51.72 .06y .6 Iro W.C. WITNESS CORNER
<br /> o 111. .60
<br /> 94.74 loo.00
<br /> SEE DETAIL N89-09'05"W z 10 C21(T) N89*08'30"W 437.12 FD FOUND
<br /> 0. U) C14
<br /> 0 N89*
<br /> "B" SHEET 2 5 z .�g* 54 OW30"w to
<br /> P.U.E. 61 o /to 592.57' of R.M. REFERENCE MONUMENT
<br /> 7078 SQ.FT. Ito 25 25' 0 6,000 SQ.FT. 7,101 SQ.FT ^to SET CHISELLED CROSS
<br /> to RADIAL "w CIS! +
<br /> 15 N,8915915"E I (o 1 23 8 W.C. N89 08 30 KATZMAN WAY 520-14' C14 (T) TOTAL
<br /> N8W59'15"E .59,
<br /> 104.58 z - - __A8.Oo 58 _5$:40-a ao 06 5
<br /> L19 lTyyp.) - 58'.004
<br /> 9f
<br /> 100.00' N89*,5, 15"E
<br /> 10' P.U.E. 1"4 10' P.U.E. cw. um
<br /> W, w
<br /> 6 60 100.591$ wl lij w
<br /> 0 0 0 b 0. 2, CURVE TABLE
<br /> 110 0 0 . IVS D
<br /> 6,484 SQ.FT 6,000 SQ.FT. 55 r9n 0 CU RV� I RAO LENGTH C RD CH.8RO,
<br /> 0 b
<br /> 0 7,) Lq 34 0 35 - 01 1
<br /> 36 9 ci 67.6y 8f32 31 98.6!� 06.1', N3Z43'5rE
<br /> .FT. 00 800 - 00 5,38 39 41 42 6
<br /> b 0 5,786 SQ ICJ 'o 0 9 5,800 ^- 9 37 0 P �3 g n g
<br /> N.8W59'1 5"E 0 01-1 6s649 b 5,800 P' b 0. 5$ '80, 5,960 P8
<br /> I o 0 z I -E SO 1 4
<br /> 0 NBW59'1 5 p Z_ 5200 66 5,800 P 6,677 49 07 �1.45' 55.7 261 9,11m.
<br /> z SQ.FT. 0 0 SQ.FT. 0 SQ.FT. o FT. S
<br /> L 0 109-5r9' ci SQ.FT. 5 0 SQ FT SQ.FT. 0
<br /> 164.58' b 0 100.00' N5.9659'1 5"E z Q.FT. 0 SQ.FT.
<br /> z 0 0 C3 61.6V 36'24' 41.4t' 403
<br /> U-. z z z C4 90.0cr 9'31'38"1 r
<br /> 0 0 b b 6.044 56 C12 0 14.Sl' 14.46' Wf4el!34
<br /> C14
<br /> 0 106 0� 00, 0 0 r-,r - , 0 Oof Co 00
<br /> 7 59 'R SQ FT 1 66.21- 58.00' 58.00" 58. .00 14.47' 14.9V N04 45'04
<br /> A IT tf) 5 -37*F-
<br /> 6,459 SQ.FT. � 1.0 "1 Coro 58.00, 58.00$ 68.13' ca 67�66� 108�114'611* 12&i6� 10&6S S4C34
<br /> 6,000 SQ.FT. .-50 N-L, 1
<br /> to gy- uo
<br /> -T.L6 ru 1 58.00' 58.00 w
<br /> N89*08'30"W 540.34' 1*1 C7 67.60! 10'4'1.'44" 1 12.49! sov i o'n I ow
<br /> L"I 0L w -00 50 S,�?:48'00*F_
<br /> N;3T 59'11 5"'E N89*59'1 5"E IN-1-1 0, W ui 10, 0 67.0W 4X14!187 �56' 49.37'
<br /> OL p
<br /> 0 w
<br /> N8W59 15"E; w w P.U.E. b 0 og 67.0V 416,10* 56.4+* �30WFE
<br /> 100.00,
<br /> 410! 7
<br /> b 31 30 28 PA 00 67. TMV49�' 6.9w 6.99,
<br /> 101.81 0 pj P.U.E. 0 32 0 z
<br /> �o x 2 f,-) 8 �o 29 0 26 0
<br /> 110.00' 27 0
<br /> ib 25 11-
<br /> iN RADIAL rto r 0: 33 !1,, 'If UL ell §0.6.01
<br /> 8 58 10 -t,) 5,800 0 . 0 1 �.. �,IQ 14,17' 14.,aw §86
<br /> W.C. 57 0 - 2, 0 6,496 P 8 5,800 P8 U-) 5.8 0 5800 - OD
<br /> Lo 0 5800 6sM
<br /> z �4 5 9195 SQ.FT. u 5,800 5,8010 SQ.FT. *0 0 to 0) C1.2 90.00' !Y28'W 8.44 8.61' 40:t4�!`16**
<br /> ,# 0 b, 40 FT. SO.F to 6 m w
<br /> (01 6,809 SQ.FT. 0 - T. s6 0 -
<br /> lyp 6,668 SQ.FT. r� u' "p >-I b SQ.FT. 0 SQ.FT. 0- So -FT. 10, so. FT. SQ.Ft. ofy IVQ&48v� 6.36' 6.3_6' NO7'30`
<br /> I
<br /> l2t)0 :j 0 1 SQ.FT. 0 0 %_ © � 0 4
<br /> Z z Co0 N89'59'1 5"E47.
<br /> 10, P.U.E.- 0 27.5'122.5 1 C,JL4�
<br /> Z z 61. 169.15513to 1 1 109.72, N��613*k
<br /> 0 z P.U.E. z A
<br /> q:2.&W" 8 25' 25 111 1 L
<br /> - - 67. 4(Y3 56
<br /> 54.8
<br /> 9. 67.W .36'013*16' 42.2f S4 04'41"W.
<br /> - -3o-,w 40
<br /> 58.
<br /> 44 4434
<br /> Z <%��o.�Ic ... - ____ - - W_ -
<br /> "�j N8; 08�� -t-68-007 T- 6-8.
<br /> (o 190.04 Lo NW08'30-0 UL C17 67.OW 3xiwia` 38.8w 38.3 S63046'29*W .
<br /> 04 520.51'
<br /> 260.05'
<br /> - - T6 CIA i i 6.6y t4g, i. 15.01 15. W331*2et '
<br /> RADIAL N89 008 x C19 i 10.00* 1 142 31 3.28V s8v 1'7'1 5,*E
<br /> 9 Lo 6 0,57-r(TT
<br /> W.C. (Typ N a SON DRIVE C20 910.w W31 14.§5,' SOV46
<br /> rc,4 9,598 SQ.FT. N,89*08'30"W Lo La t2l .J1161Y, 22'
<br /> 702.1.4 w
<br /> N, 131. 6 160Q� 160Q� 'i6 Odf- - it
<br /> Ito N_ - , -- _0�__ 16, Q�_ _ _56. 0
<br /> tk 0=1 a 16,OC� -- 16-,0 - _0�
<br /> L9 0 10 LIN LINE TAKE
<br /> F *
<br /> w w w w 10 P.0-17- Lo- cf:W Z, LINE BEARING LENGTH LINE BEARING
<br /> 0 ' LENGTH
<br /> w 06 OD
<br /> 10' P.U.E. 3$ w w w w
<br /> tK 0 . 2 r w w Lu 0 L1 N09.3 '23"W 19.93, L13 N44:34'47*W
<br /> be 0 b 0 . Z^ 8: 2 00 b U-
<br /> 0 P.U.E.0 b 0 0 ,
<br /> n Iw 0 o. to L2 N�932`23* 39.4EV L14 S44Y5210
<br /> 0 Ob 0 . 04. 0 0 [Lomo
<br /> 0
<br /> n 111") 0 P.U.E. 14.02'
<br /> LO 13 "Q 15 16 n Loo 17 u) 18 d) lo
<br /> 10 w 12 14 ul 19 20 21 22 r L 8 L3 NWOW45"W 5�.051 SWN'9
<br /> L15
<br /> oi u� U') 23 to 0 L16
<br /> U) 0 1 OD L4 N45*24'52*t 14.2W N45. 1'32"E 1447'
<br /> 6,106 b - CO 0 0 o 6,132 0 6,132 P joi 24
<br /> U-)Ch I'v
<br /> 13,041 SQ.FT. i-� 5 711 u) 66,132 P oo 6,132 Lo 0 6.132 Lo 8 6,132 PC) 6,132 P 0 8 6,132 8 6132 P om 6132 u) (8 6,132 u)
<br /> SQ.FT. 8 SQ.FT. SQ.FT. 0 , 0 0 ,_ S loo, b 0 N44 35 14.0,C N79.38 52"W 46.1t
<br /> SQ_F1_ 0 : o - SQ.FT. 0 SQ.FT. o - SQ.FT. SQ.FT. 0 - SQ.FT. I . L17
<br /> 'I SQ.FT. z z z 0 0 SQ.FT. SQ.FT o Le Sow�0'63*# NZT36"62*W 11.01
<br /> 5' W.C. z Z z z z �.FT. z C, . b 6,950 R.M. 15.41$ g.161, L1.8
<br /> 23 81' (TYP.) z 5' W.C. z I SQ.FT. S67*46'1 1"E Ll S09' '53 56,24' L19 NOV31'23"'# 10.04'
<br /> "1 11/ # 1
<br /> --- r.
<br /> 6.1-2 , /. ,, P. I btsvl�f 2A L20 NOW32'23V 49 Ur
<br /> !,55 o6>),0. (Ty 'TO CORNER L8 44.74�
<br /> 56
<br /> �6,0 1*19'52V N+-T2§:Z3 2
<br /> L 2 1 L2.1
<br /> FD /'56.0 �2,6. L9 ss 9.6a,
<br /> IRON , q�/""tw- .7 _!K -14.
<br /> N 1 1/4" N8TO8 ,50"W 937.95' L10 S4-f38'28-*E 14.02' 2 N4W3437V 14,03'
<br /> PIPE (R1) NO TAG R. 5.44
<br /> 29' STREET RIGHT-OF-WAY DEDICATION 0*) j \ L11 S44!36'221 25.00- U-3 N14f2§:MNE 13.94�
<br /> 04 S22*1 6'04"E
<br /> N89'08'3 L12 UjX&1*j2mE I 14.2r L74 sigalgal 1322
<br /> 04 57 1005.64'(M)
<br /> o IIII3'30'"W HARNEY LANE to 'o SEE DETAIL '(M)
<br /> Im - 983.20' 989.82 SEC.15 SEC.14
<br /> o 1 C84 "A" SHEET 2 N89*08'30
<br /> CITY OF LODI LIMITS u)
<br /> - - - - - - to
<br /> C14 SEC.22 SEC.23
<br /> - - - - - - - - - - - - - - - - - -
<br /> SAN JOAQUIN COUNTY ED BOLT AT THE S.E.
<br /> CORNER OF-SECTION
<br /> 0
<br /> 15, T.3N-R6E(R2) T.3N., R.6E.
<br /> 5 L4 b
<br />
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