Laserfiche WebLink
TRACT NO. 2578 <br /> SUBDIVISIONS OF SAN JOAOUIN COUNTY <br /> VILLA TI CINO, <br /> NOTES:TEs: UNIT NO. 1 <br /> 1. ALL LOT CORNERS: SET 3/4" X 30" REBAR TAGGED BEING A PORTION OF THE NORTH 1/2 OF SECTION 31, <br /> L.S. 7079 UNLESS OTHERWISE NOTED. TOWNSHIP 1 SOUTH, RANGE 7 EAST, MOUNT DIABLO <br /> 2. WITNESS: FRONT LOT CORNERS, SAW CUT W ON BASE AND MERIDIAN, <br /> CONCRETE, AT 4.00-FOOT DISTANCE FROM LOT CORNER ON CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA <br /> LOT LINE PROJECTION. REAR CORNER: SET 3/4" x 30" SCALE: 1 "=300' <br /> REBAR TAGGED C.S. 7079 ON LOT LINE AT OFFSET INDICATED. JANUARY, 1995 <br /> 3. SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES AND LEGEND. M. C.R. ENGINEERING <br /> 903 CENTER STREET, SUITE 1 MANTECA, CALIFORNIA <br /> FD S.J.C. BOLT d SEC. 30 <br /> WASHER IN MON. T.1 S., R.7 E. <br /> BOX AT SECTION c:": :► <br /> CORNER FD 5/8' REBAR <br /> PER W&P. 28-66) IN MON. BOX AT SEC. CORNER <br /> SEC. 25 SEC. 30 LOOSE AVENUESECTION LINE h PER (M.&P. 28-661, NO TAG <br /> r <br /> SfC .29 <br /> T.1S., R.6 E. T.1�7 E. 30' S89'35'03'E 5120.97YM) <br /> 5121.01' ICALC.IEII <br /> _ __ __"-- ---- _ ___ _ _ -- -- - -- - - - - ----- --- . -- - - - S89'3503E 2824,52' (C) <br /> SEC. 36 I S89'35'03'E 1009.29' 1009.72' (D) 504.65' 504.64' <br /> 504.86' IN � 504.86' fD! � � SEC. 3i SEC. 32 <br /> T.1 S., R.7 E. <br /> t o SEC. 3 t <br /> j�► o I I 122.80' <br /> w t r�'• I „rte oI o� ^ I 122.85' (D) <br /> to N cco� N too <br /> I co w I co cow co <br /> w <br /> O <br /> 30' __ _ __ ____ �' I I _ y� ��> vi <br /> _ _ <br /> S89'35'03'E 1009.32' - 1009.72' (DJ- --- 3 <br /> I I o I w cn p> o <br /> o FENCE POST IS o oII �.� '. \ O I N <br /> 0.07' SOUTH AND,o Zzl I ,t 'd1 ,,' <br /> 1.07' EAST OF I z I .'.:. �,j � - . ,.'- 181' /Dl 's9• <br /> Q DEED CORNER I I 182.92' <br /> -S89'35'03'E- -- I o b, <br /> z <br /> 110 504.86' (D) 504.86' IDJ \ ^ o <br /> 2 i 504.69' I 504.68' I 1009.7?' (D) 1009.36' _.�i 6�9� 10 <br /> - - -- - - �' -- - _. - - - - -- - - ---- -- - - ys %�. ta_ SCALE: 1" 300' <br /> I S89'35'03'E 1009.35' 1009.72' (D) i 151.91' 352.78' I 504.68' 504,68' •'�b <br /> I o I i 504.86' IDI 504.86' (DI ° <br /> cj 2 I I I FENCE POST IS I <br /> c�;c,I o o I <br /> I 0.39' NORTH OF I <br /> io It) cc%j I DEED LINE <br /> i � o I O O <br /> ` ' c>`►1 actio oo co r, (n <br /> I <br /> in •. I Oo co w actio i t000� II CO cryo I I 9� 2 CL <br /> CD ! cn w I <br /> I w <br /> I '' S89'35'03'E 1009.38' 1009.72' (DI ---�� L`1 i :.' j ► ` ;' ! ry t ; 13 t :< I s�o <br /> • .I _.. <br /> °° co I _---- - - --- ---- --- - - -- _ Nolo 31 <br /> co N I�I,J <br /> w o <br /> �- rn I I w I 3 I Il co <br /> I o ' Ido CENTERLINE OF TRACKS <br /> IN NII �5o�1�g •a"'ol Iao I "' ol�ca azo, q <br /> [�� IIo 1 . wl 0• �QZ of Io Iz OloLo Oe '00� <br /> Q, I w co I o o 1 o I I Z 2 I �. /O/ CONTROL FOR <br /> m °o I ON <br /> w Q I N o z l �� z l ! I I ES�ABLr0 BY <br /> 1 z I i _ i PROJEC TING 3 ? <br /> '� • � i � -S89 35'03'E-- I I � -• <br /> OC�o c-, 504.86' (Dl j 504.86' (DI II 504.86' (DI 504.86' IDI I 504.86' (D) I 40' 854.86' (DJ BOTH LINES z <br /> to 1009.72' IDI 1009.42' 504.72' --� 504.73' 504.72' --` 504.73' 504.72 858.4 t' o <br /> N I S89 35'03'E �-� <br /> OC - - I I504.86' II II 05.8?' <br /> 8� ' <br /> � oz504.73' 504.72 504.73 I 504.13' 504.72' 02.8D) OS89'35'0342' 1009.72' (0) 504.72 504.86 (D) <br /> o 504.86' (D) 20' 504.86' it <br /> DI 504.86 (D) 504.86 (D). <br /> o 40' S89'35'03'E <br /> C' U� <br /> o I FENCE POST IS ! I I <br /> N a I `-' 16 1.29' NORTH AND I j , p <br /> Co i I cn ! . r w 0.95' EAST OF `� I I • p I ,s> <br /> :►..i <br /> z `�'.I Co DEED CORNER I o I Q I t o I iia ysu' / �. <br /> ^ I co I"' I w" Ito cti co w {p <br /> I I o [] oo o I "' r I 'o coo I °p o I co I <br /> I I z t` 1 ^ <br /> I I t. �� co <br /> ' cn I ."'► 3 J;' I w co °° I i f r? I !III( 1 i f <br /> I S89 35'03"E 1009.45' 1009.72' (DI 1 rt:' :► t 1 _. 'r r ! I co 1. <br /> r. ._ ., 11.E.i.r 13 co 6 <br /> 1;u ► ;u <br /> y w o I 3 i�M f I o t o I <br /> I` 13 0 to I � a .:1 IN lin I ^ I _ `?ivI w <br /> Ic`. 2 I`.'- I :- IN Ic" %to Icv mai <br /> �l coo to to Iz Im Imo' IN ool o <br /> co C41 N w I Z z I I a " I z <br /> .NI to ,r v I z I I I <br /> I 504.96' (DI 504.96' (DI I 504.96' (D) 504.96' (D) 504.96' (D) 504.96' DI I 504.96' IDI I 4 471.7 IDI I 20 <br /> I 504.8?' 504.83' -�-� 504.82 --- 504.83! i 504.82' ---�^i 471.73' <br /> I 504.83 ____ +� <br /> I ? D 504.8? -.,I� <br /> 1009.65' 1009 9 ( I <br /> S89 46 57 E <br /> • S89'46'57'E 5015.15' (MI 5016.5'lD1 <br /> S89'46'57'E 5065.18' IM) 5066.5'ID) <br /> - SEC. 31 1/4 SECTION LINE 1/4 SECTION CORNER <br /> SEC. 36 <br /> FD ?' I.P., PER fR.S. 32.77 <br /> CROM STREET NO TAG <br /> FD S.J.C. BOL T 8 <br /> WASHER IN MON. <br /> BOX A T 1/4 SEC. CORNER <br /> PER (R.S. 27-107) <br /> SHEET 3 OF 7 SHEETS <br /> 10/19/98 <br /> N\KEVIN\AAA-MCR\97085\TEMPZIP\VILLAFM7.DWG <br />