|
a I GDR ENGINEERING., Inc.
<br /> GENGINEERING/SURVEYING�'PLANNING
<br /> 3525 MITCHELL :ROAD, SUITE G CERES, CA 95307
<br /> TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
<br /> E-MAIL: gdrengr@gdrengr.com
<br /> SEE SPIE T 0
<br /> 5.0' S.E. SEE NOTE 6- 451 62
<br /> € 87 S.E. SEE NOTE 450 " 4,39 fADIAL. BEARINGS
<br /> 32__E_1L1_52_�_
<br /> -' -7S.E. S 89 56 32 E 481.13 10.0 S.E.SESEE NOTE
<br /> ---
<br /> r •.� r- --- - s ---------- -------------^-,----_-____ - -------- --,--E--�----� LINEE,QRIN
<br /> 91.75' 19llqt .77' 45.43'_ 145,x'6 145:47 r, R10 S 11'44'0$" W
<br /> f f f f f Y ) :�J-1
<br /> N •a 55 29 65.00 65.00 65.00 65.00 65.00 ' 1"56.13
<br /> � "-' N 59"19'12" ;E
<br /> p �� 1212 ".
<br /> ► , �, �,' u, w S 84'40 56 E
<br /> 4 76 , I w � i
<br /> w ! 477 1 vo i0 «�' aa; iso u.,'�� gjor° � R13 S 49'28'10" W
<br /> + No No cvo cV; o Hca "�
<br /> C,
<br /> r;�", r,rJ r; r)ry/ ►'- 9 208 S.F. N rnl a>,r�I 4 -c� , o o o © d- 4
<br /> C, ! o 7,147 S.F. cv cv �, 4,79 iw*; ' � 4$ r%7 4$2 ih 483
<br /> Ni 0i 7,266 S.F. P c' I0. ' Fa C3 p o ' o 0.o "'I 12,331 S.F. lam.,
<br /> I --7,150 S.F. w 7,150 S.F. - 7,150 S.F. �- 7,150 S.F. *- 7,150 S.F. " �! to r,
<br /> ,of 0
<br /> n I 0 o �- g `- 0. r � I r ti
<br /> ,rs �"l Co �„I Z z z ' `01 q>~`��i 4 � LINE TABLE
<br /> )...C63 - -- 10' P.U.E. "'j ,�"� r: \ LINE BEA.8ING LENGTH
<br /> C55 Cfi4-1 ,24 65,00 65.130 65:66 65.06 60-.141- C7a .'�� `" L6 f "
<br /> l f " _ N 09'25 i9 W 118,07
<br /> C�
<br /> N 89'56 32 W 337:98 �,�'� i 485 + �j ` L7 N 54'2519 u 28.28'
<br /> C60 " � �,, 12,802 S.F.
<br /> y ...._ ,` 2 L8 _ ,
<br /> Lis L23o.:._ - a C57 S 89'56 32 E 337.98 s= '- r` N .09'2519 .1fV 56.00
<br /> L.30 - ........ o _ ��__ - A 4f " 28
<br /> _ r - - - - C) L9 N 35'3 41 E 28:
<br /> .._ C59 _ � JIrIONTAU�8Al1� COUf ` � ` ti> a "
<br /> Y fo , �. r�I ;� D.- L10 N fl� 519 W 163,07
<br /> C58 N 89:5632 W 260.fi2 C `�) <� L11 "
<br /> V, & � 36- ; i:2 _ p b f _ N 37 3619 W 27.24
<br /> CO-
<br /> C6_ X48,85 _ 65,00 65:00 65.66 ; 1 S 89'48 21 E 113.05 `�
<br /> a' -- - --- - - - - --- - - N 69°42 L12 S 9'56'32" E 74.41,
<br /> 10P.U.E. �' ` afl' P.U.E. a6.7)' - --- - - -
<br /> ;s c? \ , C-4 ,J L15 N 80102"42 E 56;00
<br /> La _ + cs' rvy 0.3 �� �;-i L16
<br /> zI ca 494 op I w moi , .o ��� _ w; i 1fl P.U.E. S.F.N. I L20 S 89'56 32 74.41
<br /> .<- c�, NI 493 _ +¢ c� o oo'- ;� C75 <z, " S09- :E 16.35'
<br /> c3 9,821 S.F. '`' ' !7,450 S.F._ rn1 ,�� 49 ci 49� in r'' ` SCALE: 1 = 60 L21
<br /> 40 M'�! 7,153 S.F. ,� 7,156 S.F. � � 7,586 S.F..?. 'h 489 ;,, oo � � l j �sis
<br /> S 09'25'19" E 101.72'
<br /> -' c+: ,1 5.0 S.E. �- 8,459 S.F.Q. 6 488 �' 486 L22 N 80'34 42 E 18.00
<br /> 1 SEE NOTE zni a �! z �'' " `` ��� 15,245 S.F. w L23 N 80'3442" E 1$.00'
<br /> 1 ` .' f " SEE NOTE 6 :�j 8,746 S.F. ► \ ' QN 89 56 32 W 270.55 - w j \ s D G' ".. L24 N 80.3442 E 18;00-- 5;00'--- 65.00'-- 65.001 ' _ I M "
<br /> i I ► 75.55'-- 6 . 66.37 :'16'21" rI 4 L25 N 09'2519 W 52:64
<br /> 65.00 65.00 _ 62.64 31. VAC ' 1NC rn ; 9,783 S.F. c� L26 ,
<br /> u-) 21 88 . 2 c ! , N 09'2519 W 10.47
<br /> ,�...
<br /> EXISTING 14'6:' j am ' ' 3'x3' WC UVC 37 35,75• , $, zIWC •''?- � L27 S $9"66'32" E 44,2x'
<br /> r 55,37 3'x3' WC
<br /> i U.E. (B) CNC 204:54' 64" . ,
<br /> �i K 36. WC i L28 S $9"56'32'" E 30.24'
<br /> I 49J I 49� :&1 498 tC 91.37 50.00
<br /> j r; L29 S 00'03'28" W 22.04'
<br /> It N 85 36 47 YV 141.37 L30 N 85'3442" E 68.26'
<br /> U wl 79610 S.F. X17,147 S.F.lin. 7,164 S.F. bI 9,491 S.F. WC S.F.N.
<br /> *' i .0.I EXISTING 10';
<br /> ✓'r
<br /> Ecol '�`�/ P.U.E. (B) }a `I
<br /> - -
<br /> j t ?�
<br /> ire �_ /+ - - -, .s f-
<br /> J :3 C77 C78 L27 Lc$ X79 /.
<br /> zJ J C3 �• ... -- L12 ED . -- � C4
<br /> \31-24 3 731„ C7 _ _.........�'.:...._ L16 -.........�.:...._ _RM
<br /> ALDACOURROU S �",�"i-�/ '~- L`26555f SEE SHEET 2 FOR NOTES, LEGEND,
<br /> ©. REFERENCES & BASIS OF BEARINGS.
<br /> -N
<br /> -3 9, . „o
<br /> NOTE:
<br /> �,• ���? ='- `' b WITNESS CORNER MONUMENTS AT THE BACK OF 'LOTS
<br /> �qd/� j,j �< . ALONG THE WESTERLY :BOUNDARY OF ELISSAGARAY TRACT NO. 3328
<br /> / RANCH ON
<br /> NO. 8, (M. 8c SURVEY.
<br /> WERE NOT SUBDIVISIONS OF SALT JOAQUIN COUNTY
<br /> FOUND ON THE DATE OF THIS SURVEY.
<br /> " Ii RANCH
<br /> CURVE SABLE UNIT V. 1
<br /> CURVE RADIUS LENGTH DELTA CURVE RADIUS LENGTH I)ELTA
<br /> C2 280.00' 72.03' 14'44'23" C66 278.00' 40.50' 8`20'45"
<br /> C3 470.00' 77.20' 974'42" Cfi7 222.00' 25.17' 6'29'44" PARCEL 7, TRACT 2901 , ELISSAGARAY RANCH
<br /> C4 530.00' 106.31' 11'29'33" C68 222.00' 56.81' 14'39'42" UNIT N0. 1 , FILED FOR RECORD ON APRIL 21 ,
<br /> Cfi 1 250.00' 108.20' 24'47'48" C69 50.00' 208.79' 239"15'42" 2000 IN BOOK 34 OF MAPS AND PLATS, AT
<br /> C7 500.00' 132.76' 15'12'46" C70 40.00' 41.37' 59'15'44" $t » » 9,
<br /> " " PAGE 98, S.J.C.R., AND PARCELS B C
<br /> C55 278.00 102.66 2109 26 C71 50.00 4.26 4 53 06
<br /> C57 250.00' 50.95' 11'40'40" C72 50.00' 45.97' 52'40'39" AND "D"P, TRACT NO. 3236, ELISSAGARAY
<br /> C58 278.00' 56.66' 11'40'40" C73 50.00' 45.97' 52.4639" RANCH UNIT NO. 6, AS FILED FOR RECORD
<br /> C59 222.00' 81.98' 2109'26" C74 50.00' 45.97' 52'40'39" ON JUNE 13, 2002 IN BOOK 37 OF MAPS AND
<br /> C60 250.00' 92.32' 21'09'26" C75 50.00' 46,00' 52'43'02"
<br /> " " PLATS, AT PAGE 16, S.J.C.R., LYING IN THE
<br /> C61 278.00 34.43 7V5'47" C76 50.00 20.62 23 37 37
<br /> C62 278.00' 65.34' 1377'58" C77 470.00' 56.40' 6!52'34" S.E. 114 OF SECTION 34, T. 2 S., R. 5 E.1,
<br /> C63 .278.00' 2.89' 0~3541" C78 470.00' 20.80' 2'32'08" M.D.B. & M.
<br /> C64 222.00' 45.25' 11'40'40" C79 530.00' 34.82' 3"45'53" CITY OF TRACY,
<br /> C65 278.00' 16.16' 3'19'51" C80 530.00' 71.49' 74340"
<br /> SAN JOA Q UIN COUNTY, CALIFORNIA
<br /> SCALE: 1" = 60' JUNE, 2003
<br /> JOB NO. 03037 SHEET 4 OF 4
<br /> Ll 6 ('00;•
<br />
|