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•WEST 1/4 COR.
<br /> -'' SEC77ON 34 CENTER OF
<br /> FD. 3/4" IRON SAN JOAQUIN COUNTY SECTION 34 �^► - r�
<br /> PIPE TAGGED CITY UM/T UNE I fU. 1" l.P. TRACT NO. J208
<br /> L.S. 4876 (R7) 1/4 SECTION UNE..... TAGGED RCE 14901
<br /> (R1)(R2)(R4) SUBD/WSIONS OF SAN JOAQUIN COUNTY
<br /> N 89 3 3 W 2641.40'-N- R1
<br /> 1804.01' � `0
<br /> -
<br /> 83739'M R1 w::::, jEASTLA UNIT NOw 7
<br /> O.R. 992-493
<br /> \ 28 127 1 26125124123122121 120119 118 117116 115 114 113112 111 1 10 9 / 8
<br /> 29 CITY UM/r LINE--` LOT 'A" I C N
<br /> iLB &.
<br /> KEA
<br /> \X31 \30 �R� TULARE DRIVE 7 w TU�LOCH DRIVE A� �A� BEING A SUBDIVISION Of LOT "E" AS SHOWN ON THE MAT'
<br /> 32 �� 45 51 s3 � , 6V/2 6— (STORM DRAINAGE _ _ SSA � �� ��� OF EASTLAKE, UNIT NO. 6, AS FILED /N BOOK J6 OF MADS
<br /> — D� —39 140 p — 52 5� } _ L�4SN EASEMENT) 18 17 �II133 �� o _ J- — N�- S �- 5 Lor D• car 19 w AND PLATS AT PAGE 6 5AN JOAQUIN COUNTY RECORDS
<br /> _ 38 T 41 47 53 �Jl� c� — PER IR1J Q 16 N 34 — -I- — - 7 — - 1- & P,- -s 4 z 37 36 "o„ 15LYING IN THE SOUTH/WEST QUARTER Of
<br /> 37 42 _ 48 s4 _ N1 sa s7 L,�;; �' SE'�i T/ON 34, 7. 2 S., l '. 5 '., M. D. B. & M.od3 � 49 55 co 59 � iv — v McKENNA `a21 14
<br /> 35 I 36 \1 44 - — � C� _ 6 2 COURT 22 13 CITY OF TI`ACY,
<br /> Z 50 56 5B 1, \ 4 I 3 12 I > 1 26 34
<br /> z SAN JOAQUIN COUNTY, CALIFORNIA
<br /> I EASTLAKE / 57 \ ^\ 6 \ 5 33 32 23 0 12
<br /> o D�i�E 7 EASTLAKE CIRCLE 25/24 31 24 11 7HOAPSON—fffSELL ENGINEERS
<br /> zt 11 \ 10 1 9 1 8 1 7 16 5 25 z3 30 25 ro 10 1 A C�MSl®N OF THE K RH COMPANIES
<br /> �► I / I 1 12 13 1 4 / 5 22 29 J27
<br /> 9
<br /> • - • ' SUPERIOR COURT 4 1 24 BODEGA i 11016 12#h STREET MODE5T0, CALIFORNIA
<br /> 1 3 _ 7! 9 LOT •�' 23 COURT /cNryousE (�, 21 28 8 OCTOBER, 2001
<br /> w 165' 13 14 115 116 117 10 / _ rJ'().A� � ST CLAIR PLACE
<br /> 7
<br /> ct T 22 25 I 128 / � 1 ,
<br /> 1
<br /> �' PARCEL 'A" 18 2 1 1 I 11 / -- / — 21 - �- 27 /29 I�j� p a W 20 1 2 3 4 5 8
<br /> IP.M. 15-16 19 SUPERIOR DRIVE LADE ?, 40 a0 c, 9
<br /> _ Z 39 / 10 V
<br /> c 1. ALL DISTANCE'S ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> — — — — — — 20 1 35 1 12 32 31 LOT •B.36 - /38 / 31 ��, Z A 10' PUBLIC UTILITY EASEMENT HAS BEEN D£D
<br /> „ ,► � �. 3- -�-- 33 cn / 32 11 5� o7U�CI'�rl° 10111 SUM ICAT£D ALONG ALL
<br /> � PARCEL A �'� j 13 37 -- �. � 1��' -'� 4mat0 LOTS INCLUDING LOT5 = 9.65 AC. STR£EIS '4S SHOWN ON THIS MAP.
<br /> 21 ( 1. ' 49 \ 3 ,` 3o t� 1���� � ►r r► 11811 &( » it J. SET A 5`6" Wl1NES'S CORNER, ON LOT UNE PROUECTION FOR LOT
<br /> cc o P.M. 14-172 ��j�l�, 3 — 14 20 �Q� 33 12 p A , C ) CORNETTS FACING A ROADWAY. (CUT' "+" IN CONCRETE SIDEWALK).
<br /> rx 33 \ J 29 J� DR/(/ Lal' 'C A STREET R/W = 3.49 AC 4. THIS MAP RULPS TO APPROVED MNIAMT MAP TM18-97.
<br /> — _ _ m �, _ _ O _ _ P Q E 13 5. ALL REFEIREWES ARE TO SAN,JAAQUIN COUNTY RECORDS AND BOOK
<br /> Q N 22,. 32 15 35 28 19 �' . . TOTAL (UNIT NO. 10) _ (GROSS) 13.14 AG. OR VOLUME PRECEDES PAGE.
<br /> I PARCEL ,rBri 23/ n — — / 18 LOT' G
<br /> V 16 I 14 6. WE HEREBY DECLARE THAT THE PROPOSED PRIVATE SLOPE
<br /> ,
<br /> P.M. 14-172 // (D 31 �� 36 - `� 27— 17 16 15 ao EASEMENTS SHOWN HEREON ARE FOR THE BENEFIT OF THE
<br /> o — — — — — — 24, �� 30 � 17 37 Q 26 ADJACENT LOT' OWNER AND NOT OFfEREn FOR DEDICATION To THE
<br /> PUBLIC. MAINTLAANCE OF SAID AREA IS THE RE5'PONS/BIUTY
<br /> — fi 38 W OF THE LOT OWNER ON WHICH THE EASEMENT OCCURS
<br /> 25 18 .J 25 24 LOT •�' CRESCENT DRIVE
<br /> o PARCEL "C" I `O 29 I- J / (COMMON AREAL SAID EASETbtENTS NOT CREATED BY THIS MAP.
<br /> z P.M. 14-172 I U A 26 �� 19 TRINITY TRINITY 23 w 1 g �" 1s 0�`
<br /> — — — — — — J a� / 27 28 2D PLACE OUR! �� — THE LINE BEARING NORTH 0002728" EAST, BETWEETV CITY
<br /> 42' — — i -- _ 1 22 18 c OF TRACY MONUMENTS "GPS-14" AND "GPS-15" OF THE
<br /> ' 21 _ -el . 21 \ Q — o C17Y OF TRACY GRID CONTROL, AS CALCULATED FROM 774E
<br /> PARCEL "A" 11 10 19 1 7 1615 1 4 1 3 1 2 1 1 2 � y • 4 ��► 17 i CITY OF TRACY REPORT ON GPS SURVEY PREPARED BY ��
<br /> R.S. 12-69 22 �J� 1 l4J ASSOCIATED CONSULTANTS GROUP, INC. ON FILE WITH THE "'®""FOUND AND ACCEPTED 3/4 IRON PIPE' TAGGED
<br /> -- 1-1 L07 'A' DOUGLAS CITY OF TRACY PUBLIC WORKS DEPARTMENT WAS USED
<br /> LS 4876 (R2), OR A5 NOTED
<br /> 146'1 � i �' � >g ,
<br /> ALEXANDRA DRIVE 3 - — !COMMON AREA) DRIVE AS THE BASIS OF BEARINGS SHOWN HEREON. COORDINATE'S --)K---FOUND AND ACCEPTED 1/2" IRON PIPE TAGG0
<br /> 72 4 18 PER IR 1) 16 SHOWN ARE BASED ON THE C17Y OF TRACY MODIFIED LS. 487`6 (R2)
<br /> 65/ 78 3 23 � 17 LAKE
<br /> 1 3\ —177175115114 -- cLOT GRID SYSTEM.
<br /> — - - d--FOUND AND ACCE7�TED 2-1/2" BRASS DISK STAMPED
<br /> 14 79 12>1 24 5 16 ..����}0�'F 15 L.S. 4876 IN MONUMENT WELL (R2) OR AS NOTED
<br /> 80 6 / U�5 / N 6 14
<br /> 15 81 1123 , 1125 ;07 25 14/ --o---SET 3/4" X 30" IRON PIPE TAGGED L.S. 4876
<br /> I 2411261127 `�" D / w
<br /> "1 7 NJ 13
<br /> 16 � — NACOMIS DRIVE � � 2s �8 co — 1� o SET 2-1/2" BRASS DISK STAMPED L.S. 4876 /N
<br /> 82 69 13 MONUMENT WELL
<br /> 17 83 68 ' � / S'S'T � v (R 1) M. & P. 34-19, EASTIAKE, UNIT NO. 1, S✓.C.R. -.�/.� -_FOUND CITY OF TRACY CONIR'OL MONUMENT
<br /> 18 p �122� , .11&� y 27 9 12 11 w (R2) M. & P. 36-6, EASTLAKE, UNIT N0. 6, SJ.C.R. STAMPED AS N07ED
<br /> 117 Z--� / /10 \ \ (R3) M. & P. 36-39, EASTLAKE, UNIT NO. 8, S.J.C.R.
<br /> 19 85 1 �� b6 28 11 \ 10 \ (R4) R.S. 20 - 108, S J.C.R. SEr 1/2" X 24" IRON PIPE TAGGED LS, 4876 AT
<br /> c� — �tjl�l, - I- i -`1 -1 c� 65 >, / \ L07 L ALL REAR LOT CORNERS UNLESS OTHERWISE NOTED.
<br /> 20 q — 1 p 29 9 (FUTURE LOTS) (R5) M. & P. 33-69, GRE-ENSR14R ESTATES, UNIT NO. 7, SJ.C.R.
<br /> Z 87 - N1 112111311141!151 116 64 / EAST 8 \ (R6) RECORD PER TRACY MODIFIED COORDINATE SYSTEM P.U.E. PUBLIC UTTUTY EASEULW
<br /> 21 Q — !110 111 3D LAKE CIRCLE \ PER ASSOCIATED CONSULTANT GROUP INC. SJ.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 22 88 1 s3 � 7 (R7) M. & P. 33-52, LARKSPUR ESTATES, UNIT NO. 1, SJ.C.R. (M) MEASURED ON THIS SURVEY
<br /> _ = MANITOBA COURT — -�( 57 31 6 ,1I W.C. W77NESS CORNER
<br /> 23 89 I 132 1 1 2 1 3 1 4 I 5` 1 0• P.M. PARCEL MAP
<br /> g0 - 62 58 T � ' 33 � ' j — � �6 R.S. P R��ECOAND PLATS
<br /> RD OF SURVEY
<br /> 24 0- 1 D9 108110711061105110411031142 5s
<br /> — \59 /55 � T- p 22 27 p 2 M I.N. INSTRUMENT NUMBER
<br /> 25 � 1 .L � � LL =� _
<br /> 26 I -1 -1 I I i I FL ' \60 /yj� /54/53/ 52/ / 21 - 23 4- 26 — I.P. IRON PIN
<br /> 92 193 194195196197198199 001101 61 �/jp 20 �� _ 3 tar 'A" O.R. OfF/G/AL RECORDS
<br /> 27 OR\�� 44 Fc co 51 �O 24 25 � 4 -1 5 1 6171 7 1 (nMW cors) CURVE TABLE RETERENCE NUMBER
<br /> HAROLD SMITH /45/6/ �'QT j Qv ATHERTON `� DRIVE .• soUT7-1 1/4 COR.
<br /> 28
<br /> T 2 S, R.SE. 2g 30 I 1 43 47 48 + d9 19 18 17 16 14 13 12 for "e" FOC3/4'34P.
<br /> SEC. 33 $EC 31 132 1 33 34 1 35 136 127 138 139 140 141 42 \ / / \ I I I 115 I 1 I l l 110 1 9 1 8 1
<br /> `� 1 cors) TAGGED RCE 14901
<br /> I (R 1)(R2)(R4)
<br /> • — — — — ____ S89°33'41" E2642.40'�M)(R1� _
<br /> ,.-CITY UM/r LINE - — — ._ —!/ALP/Cv — -
<br /> ROAD -
<br /> SAN JOAQUIN COUNTY E -
<br /> SEC. 4 sEc.3sEcnotK �aRNER I I I I I 1 I I `�
<br /> T.3 S., R. 5 E. —fD: 2" BRASS WASHER
<br /> MAURLAND MANOR I Z q O 5 v 1
<br /> W/BOLT.IN MON.. WELL I . I I i Q I v EgYA 1 1 R ,1A' G� /�6 p
<br /> STAMPED RE 11988 (R1)(R2)(R5) 1 M h i 14-1� L- --j 1- — — — — — ��, LI 30�8� _J I GM p 24..9E Q � c�
<br /> 1.\213200 UNIT 10,s2-u 10-bd.dwg 06/07/2002 14:16 M , SHEET 2 OF
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