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<br /> B,r�SI5 4P C:�
<br /> too
<br /> BE�RINS:
<br /> NATE FEFERENCES: TRACT O . 3249
<br /> . i I. A 5.5' WITNESS CORNER SET ON LOT LINE PROJECTION FOR LOT CORNERS FACING
<br /> THE LINE BEARING NORTH 016 59 EAST BETWEEN CITY OF TRACY CONTROL AADWAY. (CHISELED '+' ON CONCRETE SIDEWALK. (RI) MAPS AND PLATS 34-98r 5.J.C.R. SU B D I VI S I O N S OF SAN JO A Q U I N COUNTY
<br /> MONUMENTS GPS 14 AND GPS 7 OF THE CITY OF TRACY MODIFIED GRID ( E )
<br /> OF TRACY REPORT ON GPS (R2) CITY OF TRACY MODIFIED GRID SYSTEM A5 CALCULATED FE I + RANCH
<br /> 5Y5TEM A5 CA'LCULATED FROM THE CITY 2. THE FILING OF TN15 P1-IAS) 'D S�MA�.L LOT F#NAL MAP DOES NOT ADVERSELY L��,[ �7� ��
<br /> SURVEY A5 PREPARED BY ASSOCIATED CONSULTANTS GROUP, INC., ON FILE S I a I FROM THE CITY OF TRACY REPORT ON GPS SURVEY
<br /> AFFECT OR DIMINISH THE LIFE OR RIGHT PROVIDED BY THE VESTING TENTATIVE
<br /> WITH THE CITY OF TRACY PUBLIC WORKS DEPARTMENT, WAS USED AS THE n PREPARED BY ASSOCIATED CONSULTANTS GROUP, INC. ON UNIT
<br /> MAP 294:1 419 THE REMAINING PORTIONS OF "VTM 2g4k ON WHICH t SMALL LOT FINAL FILE WITH THE CITY OF TRACY PUBLIC WORKS DEPARTMENT. •
<br /> BASIS OF BEARINGS SHOWN HEREON. COORDINATES SHOWN ARE BASED ON
<br /> THE CITY OF TRACY MODIFIED GRID SYSTEM. MAPS HAVE NOT BEEN FILED FOR RECORD. REFER TO APPLICATION NO. 1-99-TSM4�7I ,�F„
<br /> DIMENSIONS S (R3) R S 23-53 FI?. �'q IRON OF PARCEL , TRACT NO. 3236, ELISSAGARAY
<br /> 3. ALL LOT NSIONHOWN ALONG LOT LINES THAT CONTAIN A WITNESS CORNER RANCH UNIT NO. 6, AS FILED FOR RECORD ON JUNE
<br /> _
<br /> ARE FROM LOT CORNER TO LOT CORNER. g PIPE NO TAG 13, 2002 IN BOOK 37 OF MAPS AND PLATS, AT
<br /> ,-r 8- 3-
<br /> a p- _o ,,s; PER R.S. 23-53 PAGE 1.6, S.J.C.R., LYING IN THE S.E. 1/4 OF
<br /> PLl8- 3--1C .° r l l 4. NO ADDITIONAL MONUMENTS WERE FOUND ALONG THE EXTERIOR BOUNDARY OF rirco SECTION 34, T.2 S., R. 5 E., M.O.B. & M.,
<br /> °11`10 56.40'{f) THIS UNIT. 56:44'(T) rr�, INC), 13�.�3 w CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> uj\jr r No.. j 589°48121"E 110.001 SW4.1!27'E `.��I'��;47"E:_ r s � : � ,
<br /> 224 5o T 589.48 21 t 1 :fie 3 `t 3� �1 ';-I Ul�l I' jai . 3 55
<br /> r - f 28.f10' '1$.UO' I #14.25{ t IG.2 ' I 28. r 26.001 .� ' r r i r-•
<br /> ap. �3 -�l } _ _ .., P'AM0 f.A g: DAVID EVANS AND ASSOCIATES, INC.
<br /> =%a4 Ig Ig 4 oil P. 31 18) SALIDA, CALIFORNIA
<br /> 3' W.C. ice: 3-13 ►> 312 Imo, r
<br /> ( ) 1989'36 47 W 41Z,Or ' (T2.
<br /> [ l 10' P.U.E. .
<br /> -- IQ' P.U.E.--- r q 75.OU` 65:04' 65.00' 65.00` 147.00' ,
<br /> I I I NB9'3647 W 224 513 T) I �I I 6o JULY, 20102 SCALE 1"=60'
<br /> _ s _
<br /> NB�1'48'211`W 110.00' I f 1101'.25'' 110.25' I a I 3 W.C. yr
<br /> 4 _ _ I _ I_ ,,� . I $; ( P) N89'36`47'W SHEET 2 OF 2
<br /> _ _ _
<br /> ,83 Imo' 3-I 3f i I' i 310 , 3�5 3Lo
<br /> G 4 3ro2
<br /> cn
<br /> Lu I _ s
<br /> N89'36'47"W 220.50'(T) I I I N000 LEGEND:
<br /> 1989'48'21"W #14.00' #10.25` 110.25' ,yam z z z \C�, r o SET 2 1/2x BRA55 DISK,
<br /> I I I g c . }0 P.U.E. Ll
<br /> --�, �< `� - I- -. - ! - !- cn
<br /> t,- - - i- - - - - - - - r _ __ -- ►= �` i� `¢� ^ _ ---4-- STAMPED L.S. 5996,
<br /> ' 8 $ .r', 55.07 65.00 65.00 65.00 - !.= ag Vii,b� �" -' IN MONUMENT WELL
<br /> 82 ,n w ,n 3-1 3`�CO st I " s r
<br /> • 1 . I� 1 , 1989`36 47 'W 257.24 (T) yap. ' �-h
<br /> �ltd � � � � � � ' $ � FD. 2 112 BRASS DISC
<br /> f = 56,
<br /> s ! F n r I Q - N8q%'470W 345.07' (M-M) u.� ��a 3 � � z -�.}-
<br /> t t. C , r 189 36 47 W 220.50 T ¢ - - _=t__ _' r o co
<br /> `` #�- N AMONUMENT WELL I PER
<br /> N89'48`21"W 110.x' ! I`' ! 110;25' 110.25' I CC7URT c,', F 77.35 +� g , (RI) OR AS NOTED
<br /> 1989 3(0 47 W 179.55 T . SET 3!4 X 24 LONG IRON
<br /> - o ,�t� C `ham • . 31 z
<br /> c$ f g ( {, .�`4 543' X5_.00' Sq 62' q. .G $ ;r ri ^ - PIPE TAGGED L.S. 5996
<br /> 3 81 l s rn 3-?G 3 ro 9 I N` r ,ygy?i- - - G9 e , rn z �r
<br /> � f g I =u 10' P.U.E. . �` Lu
<br /> FD. 3/4 IRON PIPE TAGGED
<br /> dt I ! I SR'36'47'W 220.5(?' T fn
<br /> 6004' L.S. 59% PER MtP 37-16
<br /> d - r n r [ r s a OR AS NOTED
<br /> Lu
<br /> i I I _ _ ,
<br /> �- 1989 4821 W 110.40 110.25 11025 •'
<br /> �- `- w L [ ! 42q _ � ' %,� //6 a FD. 3I4" IRON PIPE, TAGGED
<br /> r- R.C.E. 32158 AT 3' WITNESS
<br /> 90 v3 t ` 1` . '�J '�- o TO LOT CORNER PER MAP.
<br /> � � � _ 34-98 OR As NOTED
<br /> [ ► NB9°36 47 W 220.50 T I I - �, 8 �> -► -- --
<br /> `- I " s cs- I s - I E? o o 9 g - � SEEM n ss. - c 1 INDICATES RESTRICTED
<br /> . NB9'48 21 W 1.47.61 ! I I 110.25 110.25 c`�' I DETAIL A ut -� PUBLIC ACCESS
<br /> c g
<br /> �''
<br /> NB9'36`47ON 417.00' (T) ' 1989'36 (M-M) MONUMENT TO MONUMENT
<br /> 319 I$ z � 3-I8 � 3�� ►�' l 147.04 3 o i r � 1
<br /> I r n r 1 4 f 75.00' (05.40' 65.00' fv5.00` 142.00` "j f= j (M-PL) MONUMENT 1'(3 PROPERTY LINE
<br /> I I N69%47 W 220.50 (T) i I 3 5.00'
<br /> to w tit $ r MAP. MAPS AND FLATS
<br /> 110.25 110.25 u.t cr I �. s lu /-� (05 3 35 I p; DMIL r,
<br /> s a , + r r cr I _ccs m m cr to 4 `- PRC POINT OF REVERSE CURVE
<br /> 589 48 21 E 12'1.54 [ I I 75.00 70.50 75.00 I m _ I m $, . NO SCALE
<br /> _ •` - c / _-- P.U.E. PUBLIC UTILITY' EASEMENT
<br /> 355 35� 353 8 352 351
<br /> U-
<br /> 341 I z Irl z z - z ' -
<br /> la-
<br /> 3,100'
<br /> `? o DEQ �q�• A! O S.J.C.R. SAN JOAQU{AI COUNTY RECORDS
<br /> N501803 E H8i 431L%(R) C3 28.001 3 2 a'' "� (`�'
<br /> I 343 � 34 f + I .A�,75w A--600
<br /> 4 `p1�ti till _ (T) TOTAL
<br /> 28 28 5 �.
<br /> . a8q'4B`21'E I ! h� - Q (TYP) TYPICAL
<br /> r __ .• � �'. pC1 � W.C. WITNESS CORNER
<br /> ,/ 196!'5110 W(R)a - 14 P.U.E. 10` P.U.E. A tv #h 3 '
<br /> 5CMD 340zr , r - - --t - -- A s T1s
<br /> r 55,06 7.4.50 5.4,94 - 54,66 S .i sj C1
<br /> s�1 3x3 W.C. Ih a �'
<br /> dl , r d3 ffi BIW 350 .
<br /> i-w 589 i3 42 W 141.43 GD N89'37'32Y�I 276.54` (I t-M _ _
<br /> o _ _ T?Uh. US COU ccy:� _ 351 �y y►4 h c� ��
<br /> - a1 p I h J
<br /> 84.16' - �- NBCI'37`32aW 29✓.93r (t''I-M) -
<br /> '�`. �` ` cv 5B9`37`32'E ' .� X83 , Lu
<br /> 4; � G1 ` 58�1"37'32'E 142: 18` T 249.78 (T) E3
<br /> C,I 7$.4ll' ____. 2 - b5 - 55_.Q6` 2 ?. E A` 1Q..�j
<br /> 3.0(Y As�1`4a'S,'32':.t `�\ - �yyf 1 LININ BITAR#NG LENGTH!
<br /> 1955°5859 E 1 If1' P.U.E. 14' P.U.E. -*I - 10' P.U.E. ` 10' P.U.E. .. 9 ,3Q. { + 30 I I S& '36!47'E 7.17'
<br /> fi �► f /
<br /> CAI \uq-
<br /> cn - a' tars. u3 u:t . u:t .
<br /> - t + I = 35 3 3 � 38 t R=36.50' CURVE 1`ABLE
<br /> i ' I CURY RADIUS . DELTA L!* GTN
<br /> 90 338 33� 335 a- er
<br /> " . 713 s , : Ol;cn
<br /> 50;00 27'S71Q . 24.39:
<br /> � i ! I N44 4234 W = = ' 1... L=55.22
<br /> m 194516 59a:L f= + .
<br /> 34` 28.24 $ S 3 W.G. � i � C2 7'0.;00.' „16'39`23" 2+0.35`
<br /> _ ti
<br /> g 3 W.C. r z TYP Z r I
<br /> 33i ( ) 28,33 $Y ( ) ` �2,35„� C I Lu C3 5Q;00` $'05`04"
<br /> 142.24' 65.00' 65.00` 54.94' / z 5(7;42 5x.91 65.00' 65.00 65.0(1 #02.67' ( C4` 5f?;00` 19'S2{47� : 17.34'
<br /> 50.1E
<br /> l0t1148`
<br /> 1189 36 47 W 327:14 T -
<br /> M „t. � u31 C5 50.041 2'I7`3�� 2.00`
<br /> r r �� ' ( ) 586'S7�o'W g104.i6(T s8a'36 47 E 354.58 (T) I z
<br /> nt I -3 C6 44.04' .59'15`44' 4137`
<br /> ' i `» ' I ' ' C 40;04 44'[7'27" 30.92`
<br /> 71.00 _ _ _ 377.31 _ _ 444.39` _ _ 130.62.
<br /> _ _
<br /> a----- NB9'3V47"W 448.31' `M-M - - N89'36'47'W 535.01' M-M - • GB 40;00' 14'SB'17 14.45!
<br /> C9' 4CrR00` 74335 5.39
<br /> ( ) ( ) s i M i
<br /> I ,:
<br /> ....IAA AY DSIV I 014 40:00! 1511163 ,1- 35,98'
<br /> R E
<br /> I Cl! ►' � .� r
<br /> I,
<br /> 54:44 . 27'57.11 24.39
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