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N _ 442505;977 CANCEL 'A" , _ 114 SEC. LINE (R8) !IV' C NO. 3139
<br /> E = 1724838.571
<br /> FD 2" 13RASS DISK SURDMSIONS OF SAN JOAQUIN COUNTY
<br /> J l
<br /> IN CONC. HEADWALL. I PARCEL "13 -
<br /> GPS-
<br /> 13 -GPS-9 (R7) I �2 I 14 1 13 1 -5
<br /> v _. X_ 1 28 29 1 35
<br /> EDGEW000, UNff NOw 240{{
<br /> NO1 E. v 11211 18 0 3. 26\ � � 30 35 ! 37
<br /> - " 15 11 I D 9 8 7 0 -_ _.-- _-_ _ - I I 40 / BEING A SUBDMS/ON OF LOTS „D„ „E„ OF EDGE*WD,
<br /> PARCEL „C,, S> 16 I 31 3233 3aI39i 411 121. ----1- 1- _I I-. _1_. 1 --_1 . 1 1 1 -r,
<br /> UNIT NO. 10 AS FILED /N BOOK 34 OF MAPS & PLATS AT PAGE 91
<br /> (-� - - 1 43, fD 1 1/4 IRON PIPE (NO TAG) 17 4 25 0 �4, l_.__� __L_-�-- -1-_1.4 1.5.1.s.1 7 8 9 JO 11 12 13 ,r rr ,
<br /> 4 c,� I p 31 32 33 34 35
<br /> rT�FJ IS 0.43 SOUTH OF PROPERTY
<br /> LINE, 1 a w --1__-l___1 _ 1_�----� J -- _I L-- 1_--1 . _/ �30
<br /> AND LOT A OF EDGEWOOD, UNIT N0. 31, A5 fTLED /N
<br /> ESTABLISHED BY RS 13-13 AND - �` _,_ TOM FOWLER DRIVE o t TOM FOWLER CT. BOOK 36 OF WS dr PLA75 AT PAGE 98S.J.C.R.
<br /> 0. 16' WEST OF 1/4 SEC. LINE, AS _19. 0 49150151152153 5415515s�24�2 2> 2017 �1a 1>1116( 15 z l 71 19118117116 FI5114 f _ _. � -1�_ . , ,
<br /> fD. 3/4" 1. PIN_- __� SHOWN ON M&P 29-61 HELD 20 WCTORM GREENS, ___ __ WC7'ORIA GREENS; Q 70 `� 211201 VIC7aRIA GREENS, < �, 41'40'3 11111371311
<br /> ALSO BEING A PORTION OF INE SOUTH 1/2 OF SECTION 5,
<br /> PM 6-193 (NO 7AG)(R 1)(R 10) IRON PIPE AS PROPERTY CORNER 21 Q + - 1 UN/7 NO. 2 -f - 22 f---UNIT NO. 1 1 14- o 1. 69 -------_ UNIT N0. 3 I a ,�, 1 T. 3 S R. 5 E. M. D. B. M.
<br /> t [D. 514 1. PIN 0.09 EAST PER M&P 32-04 R10 -- - c 4 47 M. & P. 32-4 40 39 Z 38 M. & •P. 31-109 z, I._- _ I 1 M. & P. 32-40 ! o f -
<br /> R1 R10 NO TAG I ' ��5 ( ) 22 c� I i 3 0� 1 7 1 1 I i C/TY OF TRACY
<br /> 1 ( ) )( ) .. I - - _�_146L45144143(42�411 �- . a - L1>I J2I13 I b3 2?. 23 24 25 26 27 2a 29 co 42 4344 45 45 47 ,
<br /> W_HITTINGHAM DRIV 37 - - OHAM COU o �
<br /> f0. 2" Bl?ASS DISC. •. I / 125' ROAD EASEMENT PER R1 - `'' R I - _ 1_ 1__._ - RBY COURT- COUNTY, CAU
<br /> -. 4 - -- ( ) 23 1_ T E WlN T 67 z DAR_BY I , ORI t/E
<br /> L SAN JQAQU/N COU Ft7RN/A
<br /> - , , S.J. COUNTY CITY 1/MIT LINE \ ..•:.!Z4 25 627282 1132�3313�I3�\ 6 1726 8.62'(M)(R16 v1/ 2638.36TR6 r _T-1--
<br /> -f_ -1 T.-_1_.-_1_._-._1__._T__r._ 1� 4B 7HOMf' ON f YS LL ENGINEERS
<br /> w/+ IN CENTER S 88')54j1" E 2398.97 M R 10
<br /> STAMPED R.E.9338 ( -_____._ _ _ __. ___.a._ __. ___ __ __ , 6S ( ) 61 60 59 5B 57 56 55 54 53 52 51 50 A DMSION OF THE KE/TT l COMPANIES
<br /> - 2142.04'(M)(R10) --- - ---------. ""�". - _ _ ___ S 88 5541 E 2154.60 M R10 /
<br /> WEST 1/4 COR SEC.5 i \gyp 1�19b _ - ._. _.. -- -_ _ --/- - j - - - - _ _ --- - ---- --- ----- - -- - - I I 49
<br /> (P.M.6-184)(R10) oF,',0� t - -
<br /> EL7GE11/OOD - 45` W1DE� I. 1 12�3I 4I 51 6 I 11819�10111IL21 LOT •A• 9 I B I I I I I -I - - `� - - �. _.- - -- - -- :'. 1016 ST ,
<br /> P G.&._E._,EASEMENF• CITY OF TRACY 7• 6 5 4 3 2 1 1 / it "
<br /> IOT A 4 5 6 7 8 9 10111112113
<br /> I,�ti 17�__
<br /> - I.N.LN. 89016341 S.J.C.R. o ' �� �:�1__�__LL---.L_- __1�__1_._L_L__->_�----v- __--- �L� --1 L.__1.__.l___L__L---. _L-.__L.�_.__L_ L 1-__L_1-L�L._.11 :. FEBRUARY, 2002
<br /> M. h P. 35 - 41 _ _- 1.N. 8901 3 2 S 88 54 31 E
<br /> _ CHERRY � _BLOSSOM LANE
<br /> _ -- - 256.93' ---
<br /> (IV) 1 v�-T-1- - _-__-___---------- _-_- FD. NAIL & TAG L.S. 5311
<br /> 7 8 9 10 j --T 1_.._1__x- j- II 1 1 1-- I_ L--1- 1_. - --r-- AT EAST 1 4 SEC. CORNER R4 (R 10
<br /> - I-_I 11 10 1 11 12- 13 14 15 15 17 18 I 19 14 15 16 1713�J9 20 3B 39 / ( ) )
<br /> -- PEONY 9 - - - -
<br /> _ __ _-.
<br /> _
<br /> ° 34 6 _1? ,- I 2a 1 I �.1 I_ t I _ {.- - so oo�(R1)
<br /> 6
<br /> e 5 13 EDGEWOOD,UNIT N0, 10 11 --. --- 25 24 23 22121 Z 36 31 J 1 2 .03(M)(R10)
<br /> AUTUMN CREEK
<br /> T I I t_ M.&P. 34-91 ...........� WHEAT CT / COURT - - 55.00'
<br /> 21`'O 19 1 r�1716 14- � 22 26
<br /> - _ _
<br /> EDGEWOOr) 1 �__ - ----�_, ___ :_l 1 1 L 1.15 q �3 2� a3 34, f 1 -
<br /> L I _
<br /> ONIT_ a j 3 I PEONY DRIVE E"DGEWOOD, UNIT NO. 13 � - - 35 5 4 3 Q
<br /> 1a w 2�
<br /> P. 3� 4' S 2324 I 4 ?a __ 3? .6
<br /> 25 26---1-T-T--F--1- M.&P- 35-94 `L P- 31 T' W 21 0
<br /> 6 8 `�,1_: 27 2 29 30 3132 o EDGEWOOD, UNIT NO. 2 - --- 29 ._ _ - - 30 9 28 2- 2 2 24 2 22 Z 20
<br /> 4 1 Q 9 m,&F, 34-•39 `tp 26 l p 8 Lrz
<br /> 19 Q SCALE 1" = .ADO'
<br /> 3 5 6 > 8 9 1011 z 27 03��` g 3 BILLY F FREEMAN LANE 1
<br /> - . 1 C, 3 2� � �+a
<br /> - ~-_--- - 2 TANYAI I LANE EDGEWOOD, UNIT NO. 7 -1_ j 3 j 31 32 1 2. 3 4 5 6 7 8 9 �= 18
<br /> . M.cLrP. 34-a0 0 SUN 1` 3 � 17
<br /> ry 71----I_ �, �� w(341 -� NYS/DE3 1 , �"O v � a 6 1 13 14 15 16-- No . I35 38 - 2 10 42 43 i 10 16
<br /> I 37
<br /> 25 -
<br /> C'/ _ 29 30 19_. 1)N� b? - III �__1_._( 38 391� 41 .-I- /44 1 1 4 15 a
<br /> `' - IO/ 114 - L"12 � o
<br /> q 23 2a 31 2a EDGEw P 33 a l 1I -.f` L13 i2 I AF 45 0 14 N
<br /> - DALEHURST CT -21 NO 2 `, .1 31 2 1 22 I1 r_ / f 11 l0 r o0 3 13 <r
<br /> o 1 _, 3 22 - 32 - D 4 _ 1 3713a 39�,__ \1 1 APPLEBROO 4 N
<br /> 21 cn 33 22 W O d .11' 6 23 1 t _ ��. 4C 1 T`` , O,Q7 %N 1213[---7-
<br /> EDGEWOOD, COURT - N n
<br /> UNIT" N0. 4 � E
<br /> -� 3.6 34 4 DG 5 1 25 24 1 j I'F SLEM
<br /> o 20 43 E P 3 B 27 26 I 1 2 fp��� QQ \�� g3 6 5 0� ^ �r
<br /> 34-13 - - _ �� pA g 28 �.L- - i i oop�� Q l
<br /> 1 g W 42 ti �..
<br /> cv I rn fi 2g - 1 36 j 1. �, j .-L l_ o �_ FOUND AND ACCEPTED 3/4 I.D. IRON PIPE TAGGED
<br /> 8 3a 41 �` 23 30 35 ,� �/T \ EOG£ co
<br /> 6 0 - - 4D > S IYDOD L.S. 4876 (R12) OR AS NOTED.
<br /> 34
<br /> � �o I co 0• 18 6 5 31 y 71 15 I 33
<br /> N 7 39 T a 7 4 32 20 __ f -- �` 16 opt S S cQ 36 26 ri
<br /> ca D 2 3 14 \ 1 s 1 -3Z 1 c� rn L9 ) >2 ,n o FOUND AND ACCEP7FD 3/4 I.D. IRON PIPE TAGGED
<br /> h d g - �ZISK 9 25 v� 19 \c� _ 1 - 23 N �. 11 r
<br /> GE�o - 1 TAMA- 111i 6 2 13 a a 2?" 17 I 3 >,. .... ``� J / 1213114115 0 - L.S. 4876 (R 10) OR AS NOTED.
<br /> co 13 ED 3� C �12 5 1 1? P� 11 `� 1 I ? ct 2� V l j 34 `f `
<br /> � �„ I MSP l_T-T 13 _ » 1--L- �.
<br /> _ ' J7 1615 4 4 11 (16 27;tr', 23 1 18 c 30 �� ti C FOUND AND ACCEPTED 2-112" BRASS DISK STAMPED
<br /> W I 1 1 3 1 1 a i u 3r i 21 O 1?" _17 ?' 33 N /
<br /> 2 \ 14 15 26 J _ __ - {��- L.S. 4876 /N MONUMENT WELL (R11) OR AS NOTED.
<br /> o I I 1 2 i 13 2 RAJ 10\ 5 24 - - j - 'O 20-- 13 13 291 3O 31 32 r� o
<br /> N 12 11 J4 28 L ._I 20 Q PORTSMOUTH I o`� 19 14. _1 g. 10 0" �* �, �,
<br /> _ m 1 3 11 EDGEWOOD,UNIT N0. 8 f ----- --_- o _-- 2a _ o --�_ SET 3/4 I.D. X 30 IRON PIPE TAGGED L.S. 4876
<br /> o I o o ��� 1 1 1 4 / WHISPERING 10 � \ , 3 12 �� 29 30 31 i I i 2a DRIVE ��- - - � - 2
<br /> 3� 9 M.hP. 35-25 21 18 W rr� -
<br /> Z -�- ----------- ---- -- cY -- 9 B 1 6 r.. 2 A 9,0 i 'y : 15 D 21 I i
<br /> t� - - b ��
<br /> z o MIDDLEFIELD DRIVE 1 _L 5 1 ��_ 65 01 3 1 13 •� 32 21 6 p - cu SET 2-1/2 BRASS DISK STAMPED L.S. 4876 /N
<br /> } 11 10 � , 4 _ = 59 60 61 62,53 64 1 15 4 ��0 39 38 �� CT _ _. 1_.__ - _.. -_ cv g 17 16 21 O 26 _ �0 �{� `� 3 -��� MONUMENT WELL.
<br /> -- -° -- _
<br /> -� -T- T-T--T- 1 \ = _ 5 6 S - - L 1- - o 5 so EGGEWOOD, UNIT N0. 3 2 0 26 1_ 22 0 25 4•� 4 w 00
<br /> 13 1 >fi 15 14 .13 N0. 21 1 7 T '14 53 52 ._./ -,� r 14 2G, i _ _ 25 - 5 4 3 2 1 - /- ii "
<br /> 19 �,._I !00001fr �_- 58 57 56 55 �__ 4 6 M.hP. 34-3,1- 33
<br /> i3 z a 6 ?3 24 6 5 SET 1/2 I.D. X 24 IRON PIPE TAGGED L.S. 4.876 AT
<br /> U I UN 12 11E� 39 4O 8 �. 9 - 13 \ 1 1_ I 1 -__i 1 _
<br /> U = 6� 3a 1 __1__ 1_ 1 �, , \ 3 43 J "' AL
<br /> ?D' _EDGM gyp. , g13.2g 36 \ l0 9\ O, l a / 2 48 O,f,�L 42� 1 _� 4 24 8 7 \, WINDSONG OR L REAR LOT CORNERS UNLESS OTHERWISE NOTED •
<br /> r D' 12 11 41� F
<br /> T 1 A Y\ y V� 19 m��� \- _ 3 Z 9
<br /> 25 26'27 -/ 35 -, 11� 17, 22 23 4.4 45 �� .C. - m 46 ,_, 4 /0
<br /> f l �' I ° z WITNESS CORNER: SET 1 2" I.D. X 24" IRON PIPE
<br /> 1 21 - - E 31 \ 70 -. - 10 45 --'' - �_.-i_ 5 I 1 _L j.-T' 26� � 32 4 �� 1�� o
<br /> I � 33 O � 6 /
<br /> 24 I-. ��9 - RIVERVIEW' �46c� z 50 _ L O - 125 31 - - / , TAGGED L.S. 4876, AT OFFSET DISTANCE NOTED.
<br /> 4 3 �-ti E" GEWODD UNIT ND. 16- �C, 44 ?_4 LI o __ Z
<br /> 0 6 34 16 1 34 39 5 e 3 W C.
<br /> 22 5 5�3�t / 32 '12 YTS 8 _ L4 T� 49 •B• s 7 ` 11T 1 t ` zti- _ -- v -
<br /> 6 47 �- 1314 15 9 M.r�P. 35-16
<br /> N 46 25 42 47 . I 101 g J a 1. �- 1 1 27 v 3D 35
<br /> 1? --Y--_1__1 45 33 48m /a g 6 EDGEW000, UN/T NO. 151 12 20 21 � 23 I- 3 p 3a 4 9 CURVE TABLE REFERENCE NUMBER
<br /> 1. 7 1D:� 26 41 1 IT3
<br /> 1 1.-__1 L -L © 9 _ I � -- ?9 136- 31 3 10 �'�- 2al 6 1 T1- - - 1 1 IT 1 1 1 I ? .__ 1Y1.&P. 3� 1 II � 1 g 22 l 1 T "1 ( - I 7 --o - - 55.00 �'7 LINE TABLE REFERENCE NUMBER
<br /> 44 4342141 1 2 .3 4 5 - - 4O 39 38 37 36 1 4 5 6 1 2 3 4 5 � 1 1 1 r� 13 5 1 13
<br /> DGE•WoOD,UNIT NO. 22 11 27 1 1L-1-- -1-1--1. 1° ! 14 - 1 z a 4 5 s 7 3 21 I z >_ 1-- ..r w.
<br /> \\ _._ _. 1 18 _ --EDGEWODD,UNIT N0, 32 _-- --1^ 12
<br /> WHIRLAWAY LANE POPPY HILLS LANE -- 14 - P.U.E: PUBLIC UTILITY EASEMENT
<br /> 35-95 } 12 28 --r r-r-- 1- r - r- 7 _�___i___ ---i_.___�lI___T- T-.-_1 r-- -r 1.5 1 111 15 TWIN OAKS_ DRIVE 13 70.00' S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 50151152 201191131111151151141 13 �� EDGEWOOD UNIT Na. 21 f 17 �` r MhP. 36-a3' i___T _ _ 1, (M)(R10) (M) MEASURED ON THIS SURVEY
<br /> 1 f i \ L 9 30131132133134135 121111101 91 L31 11 1 1 1 M 141/,f 31 g3 1 116 8 \,�11 16 I 9 110 111112113114115115111118119120 17116115� 14\ I I I W.C. WITNESS CORNER
<br /> / P.M. PARCEL MAP
<br /> r r` 141.00 (M)(R10)(R1) N 89030'41" W 5267.21'(M)(R10) 5268.01'(R1) MAPS AND PLA TS
<br /> SEC. 6* ,. •�SEC`._ 5 _ , UIIOV PAI:nC f�i4lU?W SECTION LINE 106.00'(M)(R1)(R10) SEC. 4M S.P RECORD OF SURVEY
<br /> •'i
<br /> - - - ----------- ------ -------- ------- -- - -- -...---_._..---------- -- ---- - - -- -- --- - - --
<br /> EDGEWOOD, _ 1.N. INSTRUMENT NUMBER
<br /> SEC. 7 p... SEC. 8 C.---- - ----- - - - -- - - -.- ------
<br /> UN/T N0. 14 ' D.R. OFFICIAL RECORDS
<br /> FD. 2" BRASS DISC.. . FD BOLT IN ----- --- ----- - - LANA - -T , ��- ----/------ - ----- - -- I ----- -----, --._.. -._ _._. - M.�P. - - --- SEC. 9 (R) RADIAL BEARING
<br /> IN MON. WE L MON WELL �; 2� 15 1 N 89 53 32 W 5266.90 (M)(R 1O) 5266.86 (R2) 5256.79 (R5) 34 97 SEC. 8 1.D. INSIDE DIAMETER
<br /> FD BRASS DISC•
<br /> AT SEC. COR. 1 GPS o 11� (RJ) 55.00' - I >�� 50.00' I.P. IRON PIN
<br /> 4 /N MON WELL
<br /> GPS-13 (R7) � N 81 40 2 E j '- P.M. 14--104 I IN
<br /> R.C.E. 11988 EXISTING RESTRICTED ACCESS
<br /> 291.06 (M)(R 10)(CALC--R7) o
<br /> N = 436899.925 2h N_ 436942.050 �' AT SEC. COR.
<br /> _ (R4)(R5)(R 10)
<br /> E 1724754.021 E - 17?_5042.012 -
<br /> 5 I � �, �Sl� OF � /NGS. (R1) R.S. 13 13
<br /> ��1�Q/VISI(�N SUdbl Y' (R2) R.S. 24-170
<br /> s THE LINE BEARING NORTH 0°5151" EXIST, BETWEEN CITY (R3) R.S. 13-239
<br /> 1 NOTES. 30 LOTS = 4.20 AC OF TRACY MONUMENTS "GPS-9" AND "GPS-13" OF THE (R4) P.M. 20-127
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. CITY OF TRACY GRID CONTROL, AS CALCULATED FROM THE (R5) R.S. 33-96
<br /> TOTAL UNIT NO. 28 4.20 AC
<br /> CITY OF TRACY REPORT ON GPS SURVEY PREPARED BY (R6) M. & P. 31-109, VICTORIA GREENS, UNIT NO. 1
<br /> ( )
<br /> 2. SET A 5'6" W17NESS CORNER, ON LOT LINE PROJECTION ASSOCIATED CONSULTANTS GROUP, INC. ON FILE WITH THE (R7) RECORD PER MONUMENT RECORD
<br /> FOR LOT CORNERS FACING A ROADWAY. CUT "+" CITY OF TRACY PUBLIC WORKS DEPARTMENT, WAS USED AS TRACY MODIFIED COORDINATE SYSTEM
<br /> (
<br /> IN CONCRETE SIDEWALK. THE BASIS OF BEARINGS SHOWN HEREON. COORDINATES PER ASSOCIATED CONSULTANTS GROUP, INC.
<br /> )
<br /> SHOWN A BASED SED ON THE CITY OF TRACY MODIFIED R8 M. & P. 32-4, VICTORIA GREENS, UNIT N0. 2
<br /> J. A 10PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED GRID SYSTEM. (R9) M. & P. 32-40, V/CTOR/A GREENS, UNIT NO. 3
<br /> ALONG ALL STREETS AS SHOWN ON THIS MAP PER (R12). (R 10) M. & P. 33--82, EDGEWODD, UNIT NO. 1
<br /> 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 98--067 (R11) M. & P. 34-39, EDGEWOOD, UNIT NO. 2
<br /> 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS (R 12) M. & P. 34-91, EDGEWOOD, UNIT NO. 10
<br /> AND BOOK OR VOLUME PRECEDES PAGE.
<br /> M - 8 EDGEWOOD, UNIT NO. 31
<br /> 6. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A (R 13) & P. 36 9 , EDG 0 ,
<br /> WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> I:\207200\Unit28\s2-u28-bd.dwg 05/13/2002 16:25 D.D. SHEET NO. 69 SHEET 2 OF 3
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