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FO• I . PIPE (reF.a.) .�" LOT DELTA RADIUS ARC CHORD CHORD BEARING <br /> 3 <br /> _ R. S. 29 - 170 r �•, /� <br /> N ef•5�-E. S. J. CO. RECORDS _ry�a�" ,4> 11 <br /> % , C I les .00 `k e\� <br /> 41 <br /> d 1 ICo 4l 0S 2'ts go.ot3 •i9. t'�' N . Q,0 tS' 32.5 E . <br /> IO N o r S� _ K fo5 �� , 8 43p + r .a� �/ Ft<o 2 16o 4l' 10" 2l5' Z5.11, 75.53 N. Y!3° 30' 20' W. <br /> cv su r o �o �ttr! ., o. crl�y�t-En 3103.80 ^ H (� <br /> 61 u r �I 1 d. ,j, 62,23 . 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R °ZZS•� \�.� 5.-11°5S'W• 24 24° 3"1' 15" So' 21.41' 21.3z' N- 30° 23' 31.5" w- <br /> e \ l"J� .�(U� Z�l.s to P U E • _ _ _ _ _ _ _ __ 24.50 ' 'L 43° o3' w Coo' 45.09' 44-.04= N. -LI* lo' 30" W. <br /> ZS' 2s' / N'26 SS' o� R'ZZS, Co9.00 <br /> 00' - G9 00' -(01.60; - - 69.00' Gq.Oo' Coq.00' - 109.00' <br /> °� N. 1l°55' E • 405.00' `O 2S 63° 01' 30" Coo' S5 COS' 5a-GG' N. -L&b SFS' 00" E . <br /> to ' / /� O e h , o " <br /> ,I °off �/ / �3\Zo �� R.Z I ° u; 16 43 os"30 �O' 45.09 4404 N �s oo' 30 <br /> r- _ _I ,0 40 so - _GUERNSEY _ , N. �t ss E. AVENUE _ S01.s0 0 _ a 24-26 139° 14' 30" rte' 14s.el' ►1'L.�' rt. zee 5s' oo' E . <br /> N I o �� tP y/ \ R= ! 382.50' 115.00 <br /> L9 9 r zl o� r Q� 7 Z�S ' !r `g 2Co 249 31 15'' SO' 21.41' 21.3'L' N• 64° 13' 3-1•S"E <br /> �9 N.11°SS'E . 33-1•S0 ' N•1l°5S'E. ' 3l 10° 59''Lo" 2 S' <br /> l6 t•'14= 5'L4or.' W 11° 24' 40" E. <br /> 52 14 f5.5� Ge.00 Cvg 00' Co$.00' Coo-O0' S4 Ca' bo-00, <br /> 100-00, t- _ - - - - - - - - - - - - -- - - --\ �- o- - 313 140 SPj'S0� 2l S' - I-cko' -11•10' H. et° 3fo' IS" W. <br /> .f' `N t0' P•U.E. 8 N•2G 5SE. e _30, 0S <br /> „ , <br /> 1' 0 2g.Zg' ° o Co 30' OS LISP 3i•2o' 3t- 19 N. 16 5t' 4l•s w. <br /> oI o 39 m ,� o o ; ; o o `�` 'ts is p 1 1 0 ° 3Z-39 'yL 20'15", 'LIS Ix.es" 1s3.-1,' H. 80° 09 ' o,.s" E. <br /> 0 I 41 �' tP 38 tri o ° o o° L' 0 0 ° 0 0 0(010 $ �i °I r � 10 It° 38 '20 225 45.-11' 45.63' N. 8t' -Ls s5" w. <br /> 0 37 °0 36 m o 35 0 0 34 a 33 9 6 32� ° o �'( 40 2o° 4q' SS' 2'LS' 01.01' 81.3 ' N. 0'1•-° 19' <br /> Z _ o - o Z - t9 tm, $ S W N `11.55 E <br /> W Z I Y Z Z J Z I Z too-00, 39-40 °Z 0 '15'' 'L25' 121.5 t" 175.8 I' N• 138° 49 '0'1.5"E . <br /> z I <br /> -1 1c, . N.-it SE. 546.00' ` _ <br /> Z 100.00 ' 'Q O I � O �k ST. <br /> W I 68.00' 6600' 6000' x(3.00' x,0.00' �A•00' Co 13.00' X0.00' I --1 O W _ - ° 04'0-1 <br /> 3 17 12 rJ ''1L°20 IS 2S0 141.Co0' t •-iq N. F_',e, °9'O-1•S E . <br /> Q $ 100.00 �� 104.00 I 3 N �I %9 ® 32°20' IS' 'LSO' 14t•Co8' 139.-19' N• 60° Oct, o1•S`E. <br /> 4 2 _ 3 ° <br /> I <br /> • N. ; 00 g <br /> ° - UN 0 27 28 o 29 ° 30 0 31 Q <br /> 0 o 1t°SSE o m 0 m o o Z CDO o o <br /> t0o•00' 25 <br /> z r I loo.oo' <br /> BASIS OF BEARINGS : THE EAST LINE OF ORO AVENUE BEARS N. 18005'W. PER (ref.o.) <br /> 0I 00 y q,.o9, �"�� 6.11 - to'P.0 E - - - - 28 v3' / ��er^ �1 13 MONUMENTS SET : <br /> �I 43 r ti.e9e ?/4q' 66.00 X000 ' �8 0- So.00' 0 0 5/8" DIAM. x 30"LONG IRON PIN CAPPED R.C.E. 14269 <br /> 1 I . �u p RSSo- <br /> I N.-lt 5 E. 8. Z 2V/ H. 1t° Ss'E• _ OWL _ 44�.00� 0 Iy.e90 0O CENTER LINE MONUMENT : ABOVE PIN IN MONUMENT BOX <br /> 100.00' I N / � 3845 w 3 FRONT LOT CORNERS: CHISELED CROSS IN SIDEWALK ON 4 FOOT OFFSET <br /> I , I O �o r' �a. `t�°ss'E 330.1-1 ' R=so�N� q' tD� 981Z' ��� o REAR LOT CORNERS = 5/8" DIAM. x 2406 LONG IRON PIN CAPPED R.C.E. 14269 <br /> W o I W 0 0 ` So_00' � e.oa' _ 6 0.00 ' -co t3•CX` 6 000' ?I. �y� m <br /> ' 1 ' 44 to 24 � � � ` lo'P.0 E . g.rt' ,�-x_09' PUBLIC UTILITY EASEMENTS : SHOWN BY DASHED LINES, DESIGNATED PU.E.,WIDTH SHOWN <br /> 3 i ° r- o -t � 0 / /M d % <br /> o <br /> 3 �. v <br /> p 11 o ° c�j Ir, 01 1p . I Nm op g 8 O 'o co/r 7� cn 14 O ROUND CORNER RADIUS IS 20 <br /> � ' N•1l SS'E• N•'1t SS'E. LPI gI r- 0 0 o O <br /> too 100.00' c' o 010 CD 20 0 19 co 8 18 °co 0 17 0 16 °0 0 15 % d <br /> I , .9 t, _ 1 _ - (R) DENOTES RADIAL LINE <br /> Z ° <br /> cr_ of \0 ,N colo 4- W r Iz z Z Z z R. S. DENOTES RECORD OF SURVEY M.8P. DENOTES MAPS a PLATS, ALL S.J.CO RECORDS <br /> of 45 l6 ° 23 O f I.- I ° 6 00' oo' �B.00' ~00.00' 104.00 ' ti loo-00 f <br /> r m Ito _ S.'lt SS W. 6• 60 <br /> rI z r = I -10.00 ' �-- N. °5S'E -�'� THIS UNIT CONTAINS 51 LOTS ON 12.04 ACRES <br /> 3: 476.00 <br /> 3 � N•"lt°55'E_ <br /> J to I 100.00' 100-00 ' 3 0 $I�, 3 LOT A TO BE DEDICATED TO THE SAN JOAQUIN COUNTY FLOOD CONTROL DISTRICT <br /> 0 0 a ('o ° m �Ieoc� $ R. S . 29 171 <br /> T fn `$ I� m o I 0 co ( Oo to S. J. CO. RECORDS <br /> Y z N\ 46 01 N.� oS'W• r N•'L(•o°S'LS E .2 9 I� Z m Z I Z:0 z (rcF--a.� <br /> S.-II Ss w. <br /> W '1$•10 ' -L6.20' 1S Z 1S' \ 20.00 ' <br /> P,o 00' <br /> ° N -1t°S5'E- 1100.00' kils-00 <br /> N.ZI°y5'E• <br /> 1 Z cN-� �j 8 • <br /> EAGLECRESTDRIVE "so'00 <br /> N• '1 I°5S'E 320.00� � ('� <br /> 4(3.00• X9.00' cob-oo' Gt3.00' Gb.00' <br /> TRACT NO. 2103 <br /> O SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br /> -� 00 30 3 �^ r <br /> a i�' 4? 0 0 4 8 0 49 0 50 0 51 <br /> - � `� EAGLECREST UNIT ONE <br /> caw Z ,Z z Z Z Z <br /> 0 <br /> BEING A PORTION OF THE EAST 1/2 OF SECTION 56, C.M. WEBER <br /> 6 ,n o re. �g.00 4.Co6.o0 �g 51 � m GRANT, SAN JOAQUIN COUNTY, CALIFORNIA <br /> �llr' o N•-11%55 E . iL0OO' N,-18o54�1� 68.51 ' z <br /> \ � <br /> LOT A WONG ENGINEERS, INC . <br /> s•76° 640. g� ' Q 00 <br /> S.l`•Oj•W OI W. 350.90 � tR <br /> 86.13 1•. D PLANNING ENGINEERING • SURVEYING <br /> / STOCKTON, CALIFORNIA cu <br /> W <br /> Fc),1, PIPCI H.-,(.,o , t • <br /> /w "~E rvoRTN (3)�Mon'T Cre �N JUNE 1987 SHEET TWO OF TWO <br />