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34 WIP94 e)
<br /> FD. BRASS DISK IN MON. WELLVALM i �o TRACT NO. 2912
<br /> STAMPED L.S. 4876 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> NOTED AS / DN PIPE ---_-
<br /> FD. 3/4„ IRON PIPEL.S. 4876 (R9) 4.0' I
<br /> PEBBLEAFROOK
<br /> E
<br /> TAGGED RCE 8189 - FD. 3/4" IRON PIPE
<br /> (R3)(R5)(R9) TAGGED L.S. 4450 iu
<br /> UNIT NO. 2
<br /> a h 1 1 J 1 4 1 5 6 7 1 8 4 i► ri
<br /> 67
<br /> 2^ _ _ 1 p z BEING A SUED/VISION OF RESULTANT PARCEL A OF
<br /> N
<br /> o� I PROPOSED 5' SLOPE EASEMENT PER (R9)
<br /> S 89022'12" £ ;r-- S 89022'12" E 476.83 M R9 R r 1 - -A __- ___ LOT LINE ADJUSNENT NO. L.L.A. 148, AS RECORDED
<br /> 210.04'(M)(R9)(RI1) _..y 116.83' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' ON MARCH 18, 1998 IN I.N. 98032026, SAN 61OAQUIN
<br /> - 150.04' 30' 30' �' 10' SLOPE.......o g $ I I i COUNTY RECORDS, LYING IN SECTION 4,
<br /> _ 3 8 EASEMENT io co co
<br /> hw
<br /> $ 0 9 Ig ti ` SEE NOTE 7 �$ N w w �„ w w 1 I T. 3 S., R. 5 E., M. D. B. & .,
<br /> " I I CITY OF TRACY,
<br /> `O N I$ v-- I N 89°22'12" w w g S S S S►AN JOAQUIN COUNTY, CALIFORNGA
<br /> / N 89°22'12" W I ►�i� r 1 s.83' i - 6 ►moi N 5 '�� N 4 "^� 3 N 2
<br /> 150.04' z � �$ N Z z z ~ z z V $� ' I T1�C W SOV-WSELL �ENGNEEM
<br /> g F$ X30' �o o A DIVISION OF THE KEITH COMPANIES
<br /> 10 I� c o N 44022'12 W icc�
<br /> � ,�...�8.28'_ � � .........10' P.U.E.
<br /> .. ___ __..,___ _. - --- -_, _ ._._ ,_ - - _ �_ _- _3 I I SCALE 1'� = 60'
<br /> \0 96.83 60.00 66.-6o-r-- 60.00 60.00 60.00 66.DO I 1 N
<br /> i N 89022'12" W N 89022'12" W 456.83 -� 1016 12th STREET MODESTO, CALIFORNIA
<br /> a
<br /> °� LA MONTE N 89 022,12" W 506.83' LANE
<br /> _. ...,°p
<br /> v 150.03' :..._ N 288.00' -- 218.83'M R11MAY, 1999
<br /> ° o _-_ ____- - -___.-__._____.____-- _ _---.__-- -- _ _.--.---..__.---__--
<br /> o FD. 3/4" IRON PIPE NOTES
<br /> - N 89022'12" W 190.00' ' TAGGED L.S. 4450
<br /> i N 89022'12" W 1 �o _4090' ¢Q•QQ' :. _ __90,OQ.' - - - - - (R1)(R9) 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 0 150.03, U I o ----10' P.U.E. a' N 44022',2" W.- o , / I 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> ci 30' $ 28,28 ` 28 28, ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> 28 $ 1 1 J. SET A 4' WITNESS CORNER, ON LOT LINE PROJECTION FOR
<br /> N 12 +$ g g 1 ('� I LOT CORNERS FACING GLENBRIAR CIRCLE. (CHISELED
<br /> „_� N 89°22'12" w ^ 0 1 ,(� 1 , LOT AREA DATA IN CONCRETE SIDEWALK.)
<br /> o/ N 89°22'12" WI; 26 0 27 °o" 110.00' �.;{ g 4 4. SETA 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> LOT SO. FT. LOT SQ. FT. FOR LOT CORNERS FACING LA MONTE LANE AND EAGLE ROCK
<br /> ti 150.03 Z , 2 g 29 ci 'Q I �` 1 7200 23 6875
<br /> 1k 20,00 $ o, I LOOP, (CHISELED "+" IN CONCRETE SIDEWALK.)
<br /> N 3012'41" E :� o �' G�� �(i 1, 2 700 24 6957
<br /> "Ilo w I �ti`" 3 7200 25 7119 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM2-96.
<br /> o 13 la ( 160.00' 60.00' I = y[ I RESULTANT �, ��j
<br /> co N '-, 4 7 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> N 89022'12" W oo �u ti 2 0 26
<br /> N 89022'12" W 120.00' , ;* U 1 PARCEL _ __. -,fir' ,' _._ __ ._. 7 7 0 AND BOOK OR VOLUME PRECEDES PAGE.
<br /> of N 89022'12" W U 110.18 CC) 6 7 6810 29 66007. A 10-FOOT WIDE EMBANKMENT SLOPE EASEMENT ACROSS LOTS
<br /> 150,02' o o o �$ Q � �� I 1 21 THRU 25 FOR THE BENEFIT OF LOTS 29 THRU 33 AND ACROSS
<br /> $ 0 3 L g g $ "o 25 � �� 30 to z o i (R11) Gv9 2= 31 64J7 LOTS 7 AND 8 FOR THE BENEFIT OF LOT 6 SHALL BE CONVEYED
<br /> N o I N N� I 1 32 . 7700 UPON CONVEYANCE OF OWNERSHIP OF LOTS 21
<br /> o0 14 0 n8902211211 f N I 1 i THRU 25 AND LOT 27 AND LOTS 7 AND 8.
<br /> w I`O o N W N N 89°22'12" W ,
<br /> w 117.30' ° �i , 28 U I i 1 SAID EASEMENTS ARE NOT CREATED BY THIS MAP.
<br /> w o/ N 89°22'12" W � w �+, °►�' _ I j 10' SLOPE 112.89 3.75� . '� 1 l..a I �/ , li 9001
<br /> 14 9001
<br /> 150.02' - - o w EASEMENT.....2 p �o ,i lO 1 1 I 15 9001
<br /> - o N 61-25'02 W (R) _o
<br /> 3 W o SEE NOTE 7 ' $ -------- , ► , 16 900, LEGEND:
<br /> j n ,� ^ w _-- 28
<br /> 15 $ N O~' - 24 31 3 7 1
<br /> 1 e o o f o N 89°22'12" W ' '�,` * o , „ I I -�-- FOUND AND ACCEPTED 3/4" IRON PIPE, TAGGED
<br /> o -IV 89 22 12 W R 9001 L.S. 4876, (R9) UNLESS OTHERWISE NOTED.
<br /> W - - - - 1 9000
<br /> N
<br /> 89022'12" W 114.59 ` /i 101-41' S 89°22'12" E 20 9000 FOUND MONUMENT IN MONUMENT WELL,
<br /> U 150.02' 4 0
<br /> 17.21'(M)(R11) N EAGLE ROCK LOOP 21 9075 ACCEPTED As NOTED
<br /> 3 23 0 0� o 22 7448 ---;-- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> $ o ��$ 0'`1 `3'� {�-- SET 2-1/2" BRASS DISK STAMPED L.S. 4876
<br /> 16 l0 1 N 89°22'12" W Z 11 R `� REFERENCES. IN MONUMENT WELL
<br /> � o
<br /> I � 114.59' : `1'•'.". 5 % � --- --- - ' --- - P.U.E. PUBLIC UTILITY EASEMENT
<br /> N
<br /> 89022'12" W 5� �a r�" -- -" -' (R 1) RECORD PER. PARCEL MAP, BOOK 14, PAGE 103 S J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 150.01' `'-a` 5� X15' � 1 I (R2) RECORD PER. RECORD OF SURVEY BOOK 13, PAGE 35 M MEASURED ON THIS SURVEY
<br /> of 12 `� �` �`�' w (R3) RECORD PER.- PARCEL MAP, BOOK 17, PAGE 196 ( )
<br /> 3 �` \ 2 ,Orr 1 I (R4) RECORD PER. RECORD OF SURVEY, BOOK 30, PAGE 18 W.C. WITNESS CORNER
<br /> \Ap$ N i$ 1 N 89°22'12" W 33 op`�r �, I (R5) RECORD PER• MAPS & PIATS, BOOK 33, PAGE 31 P.M. PARCEL MAP
<br /> 17
<br /> $ 1$ n'o GLENBRUAR ESTATES, UNIT NO. 1 M. & P. MAPS AND PLATS
<br /> o N 89°22'12" W 1 , I (R6) RECORD PER: MONUMENT RECORD TRACY MODIFIED COORDINATE R.S. RECORD OF SURVEY
<br /> 101 SLOPE ~ w A SYSTEM PER ASSOCIATED CONSULTANTS GROUP, INC. I.N. INSTRUMENT NUMBER
<br /> v 150.01' I EASEMENT Q, ' (R7) RECORD PER MAPS & PLATS, BOOK 33, PAGE, 34 S.F.N. SEARCHED, FOUND NOTHING
<br /> 3 SEE N07E 7 � � I GLENBRAR ESTATES, UNIT NO. 5 O.R. OFFICL AL RECORDS
<br /> $ �$ 21 / I (R8) RECORD PER.• MAPS & PLATS, BOOK 33, PAGE 35
<br /> 18 I
<br /> 30"i1 165.00' ` 5,119' GLENBRIAR ESTATES, UNIT N0. 6
<br /> • (R9) RECORD PER. MAPS & PLATS BOOK 33, PAGE 36 Q CURVE REFERENCE NUMBER
<br /> N 89022'12" W 248.19(M)(R11) PEBBLEBROOKE, UNIT NO. 1 SET 1 2" X 24" IRON PIPE TAGGED
<br /> o/ N 89°22'12" W I � � +, R1 D RECORD PER: MAPS & PLA TS, BOOK 33, PAGE 69 /
<br /> 150.01' FD 3/4 IRON PIPE 1 1 I ( ) UNIT NO. 7 L.S. 4876 AT ALL REAR LOT CORNERS,
<br /> TAGGED L.S. 5412 (R10) I GLENBRIAR ESTATES,
<br /> 3 1 I 1 (R11) LOT UNE ADJUSTMENT NO. L.L.A. 148, RECORDED --,� INDICATES WITNESS CORNER,• SET 1/2' x 24" IRON PIPE
<br /> $ Io � 3 I 1 1 1 ON MARCH 18, 1998 IN I.N. 98032026, SJ.C.R. 31 WC /I TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> N 19 �-
<br /> `D 1
<br /> 8/ I 88 j I �� l ? 20 1 19 1 /T INDICATES WITNESS CORNER; SET 1/2" x 24" IRON PIPE
<br /> "' I I I 1 CURVE DATA TABLE 3'X3' W,C. TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> o/ N 89022'12" W o
<br /> 150.00' I hLo CURVE DELTA RADIUS LENGTH TANGENT CHORD CH. BEARING
<br /> g BASIS OF BEARINGS:
<br /> 1 2 57 10 50.00 24.39 12.44 24.15 N 14 36 23 E
<br /> o 2 965251_ 70.00111&36178.96_ 104.76 S 19 51 27 E
<br /> �( s 3 -27x57 10 70 00 34.15 17.42 81 S 14 36 23 W S, THE
<br /> 150.00' o' 30' �f) �� �� °p ��� �C�' - - --a-�- - _ . +� -n- - BEARINGS,
<br /> TRACY MOD QED GRI AD LINE BETWEENCITYOF
<br /> �- ----
<br /> cV ���� r� IA„��+ W 4 �32 4_4 26 70.00 40 00 20.56 39.46 _S 15 44'25 E TRACY MO%IUM) NT7 No. GPS-10 AND No. GPS-12, BEARS
<br /> N/'IM J /I 5 36 61) 15' 70.003t� - 22.87' 43.48 j S 50a 12 16��E
<br /> 180.00 M) R10 R11 -- �� SOUTH 05 43 55 WEST, AS CALCULATED FROM RESULTS
<br /> FD, 3/4" IRON PIPE N 89°22'12 ' W ��� �aCj r.� --- (i `�� ( PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC.,
<br /> TAGGED L.S. 5412(R10) ���` ' N Cj�f \� SMITH nRll//E ON FlLE IN THE
<br /> OARCE OF
<br /> CITY OF
<br /> TRACY
<br /> DEPARTMENT, IN THETRACY MODIFIEDCOORDINATE SYSTEM
<br /> 86
<br /> VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND
<br /> DISTANCES
<br /> SHEET 3 OF 3
<br /> P: TRACY\189500\189500FM Vl 101O1/1999 15:22 D.OI SHEET N0. 69
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