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<br /> SEE SHEET 5
<br /> ° I N78�t0 55"E TRACT NO. 2578
<br /> I 5.57 "E tp0-p0SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 1 SEE SHEET 5 25. 25' �s11•49'p5 \
<br /> w1_ o VILLA TICINO,
<br /> No4.53'4 4-W(R) 100.00' I L 0 T "A " 1� o �' 1 33
<br /> `° UNIT N O.
<br /> N O O
<br /> r1l
<br /> , tSTORM DRAIN RETENTION z �I s,5oo sFw ? I I o BEING A PORTION OF THE NORTH 1/2 OF SECTION 31,
<br /> BASIN / PARK S/TO - - - - ��� •� 11 S"•49 °5"E 1p0 ° TOWNSHIP 1 SOUTH, RANGE 7 EAST MOUNT DIA
<br /> 63 0 1� I ¢ � eLo
<br /> v 1 5.595 AC _ - - -�;� z I�w o BASE AND MERIDIAN,
<br /> 6,967 SF I I - �" N 25' I d 34 CITY OF MANTECA, SAN JOAOUIN COUNTY, CALIFORNIA
<br /> z 100.00' - - •'
<br /> N08'36'24'W(R) I _ 419.96' - c> 6,500 SF
<br /> CC � o JANUARY, 1998 SCALE: 1"=50'
<br /> N
<br /> I 1 to'pUE 250 00 c69 n . �1 t0o.o0' i
<br /> w 62 I10 0 1 N11'16'S1"W(R) - '" ' 111'49'05"E "' 644.98'_ "E 160.00, 50 0p, ! 25 1 :E'a,0 .11 M. C.R. ENGINEERING
<br /> 7,047 SF " 1 3p' 3 - S _ -/° N S11-49'05 60.00 - o N 1
<br /> 11'19'55 EfR) ° �JA NE- "`� �.'� /� 00'- - ;" t� "'„ r�/� 1 0 903 CENTER STREET, SUITE 1 MANTECA, CALIFORNIA
<br /> •� ,� S _ C�� ---•--" g�„ �� n, G►• 5 O'- w w 1 ;L r- v
<br /> z - ' / `a° 1 0 11.49'05"E 2 5-00' .. cr? �! UE �_ o � p 35
<br /> v S 265. .7t0'p I o
<br /> - °' /` _ 110.0p 25, 25' ` 36 1 co CIA
<br /> X11 6,500 SF
<br /> Sit•49'05"E 8° 00 N _f .,_� ° N Sit°49'05"E - _ 8p.00i - \ Iwo I z 37 z 6,914 SF Im z `r °
<br /> 1 0 D
<br /> w 1 ! , � g0.00� 1• 1 38 6,000 SF o 1 05'E 100.
<br /> 1 �- 98 - o w o1 0 0 �5Q S11 49 ,.
<br /> C>N 129 .� �_ 49 1� 1-- a x.914 SF o 1 5.00.° SCALE.- l = 50
<br /> w �'co° 80.0° N Chi `: 1 0 10'PUE 1p� 06 6,914 SF I ��. z o °Doll o Q 70.00' / NOTES:
<br /> w
<br /> U�� �' z 11 Sj1.4g 05"E r °^° ,, ►� Q t- 1 cn= I T
<br /> ° 1. ALL LOT CORNERS: SET 3/4" X 30" REBAR TAGGED
<br /> 3 z 30 0 50 !n r. 0. o I 0.00 30'0 tp0.00' w
<br /> N W - -pUE `o
<br /> "n 0.
<br /> �,1 7.936 SF 11.49'05"W 1000 V z 1 70.00 3 �„ ,4g p5"W 250.00 0o L.S. 7079 UNLESS OTHERWISE NOTED.
<br /> �> N 10 1 3p'� 1 Z N ( ' z 100.00 N11�rlACGESS �N
<br /> U; N o o 61 �+ O 3° ° z :) 1 O1"WfR) 110.37' 1 ._1 > -� 1 w o ONE-FOO STRIP z 2. WITNESS: FRONT LOT CORNERS, SAW CUT +' ON
<br /> Lu
<br /> w co o ' cn vl N10 2 �,, a ¢ I r <c RESER CONCRETE, AT 4.00-FOOT DISTANCE FROM LOT CORNER ON
<br /> 0cr- z �., 7,279 SF l� 48 I ^ io iol 39 '�' +- LOT LINE PROJECTION. REAR CORNER: SET 314" x 30"
<br /> REBAR TAGGED L.S. 7079 ON LOT LINE AT OFFSET INDICATED.
<br /> 9 g5' 7,173 SF II 1 61 7,337 SF z
<br /> St000
<br /> '02'46'E(R) 9 I 51 1 U 1 = z°o
<br /> 0 96' j U 3. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND AND REFERENCES.
<br /> w �I 7,809 SF •49'05"E 104 1 .33"WfR) w
<br /> to. "v w I vl C,CA S11 ) 25. N10-27
<br /> :'- En I N 25. 0 1°0.Op CV Cv
<br /> h
<br /> �, 6026 SF o Iv U U 11 SOfi'37'21"E(R) 108.49" 1 ►- -
<br /> CURVE RADIUS LENGTH CHORD CH.BEARING DELTA
<br /> N SEE SHEET 2
<br /> °o , I �7 I �, 11 j 4 a C69 20.00' 31.42' 28.28' N33'10'55`E 90'00'00"
<br /> z ;� o c ^ a 40 z
<br /> I "' 1 52 "' I
<br /> 42-E(R) 103.07' U °o c`� U U V U, C70 20.00' 31.42' 28.28' S4 7008'05'E 90'00'00-
<br /> N S05.57 N04 I r• v1 7,464 SF 4 8,250 SF I �� 7,550 SF C71 20.00' 31.42' 28.28' N42.51'55`E 90.00'00`
<br /> 25' 25' 3 C72 970.00' 23.60' 23.60' N84.44'08"E 01.1339"
<br /> -- -'34'03`W(RI U 1
<br /> _ SO4.22_26'E(R) �o ° �) z
<br /> -- 4i 4, f � o in C73 970.00' 69.14' 69.13' N81.59'46`E 04.05'04"
<br /> D S00.13'03"W 110.10' W)
<br /> SEE SHEET 2 9 � 1 030' I 30' t92�j (� �� � in N00 13'03"E 100.00' o N C74 970.00' 30.00' 30.00' N79004'05"E 01.46'19"
<br /> ,5,9 �HFLA � U C152 R) h w <► co �n
<br /> L D T B C75 970.00' 122.74 122.67" S81'4826'W 07015'02'
<br /> 8"Wf_ Imo,
<br /> U t2 17'2 w cp�r a in co
<br /> 6,699 SF N- Q va, w� c, a `?� ro C76 1030.00' 26.38' 26.38' N78.54'57`E 01.28'04"
<br /> 0 nI S02'53'42"E 101.58' - 46 o Ic cn c 41 (FUTURE L 0 TS) C77 1030.00' 67.01' 67.00' S81.30'49"W 03'43'40"
<br /> v '� o I I 7,242 SF C78 1030.00' 40.43' 40.42' N84.30'06"E 02'14'55"
<br /> S02'08'05'E 100.00' U 35' 35 U � 25' ?5' 15, 04 9 A C
<br /> 7,395 SF ti w I ,~ C80 1030.00' 133.82' 133.73' S61.54'15"W 07.26'39"
<br /> "DESIGNATED I �► 53 C6 i �a� co
<br /> c81 20.00' 31.42' 28.28' N33'10'S5`E so•oo'oo-
<br /> REMAINDER" 58 to �I 6,782 SF S00'13'o3"W 90.5?' / G :*I Nr C82 20.00' 31.42' 28.28' S56*49'05-E 90000'00"
<br /> c7 00 o I �1 rn .? 4S. ,� C83 20.00' 31.60' 28.42' N33 27'0?"E 90 32'14"
<br /> 2590-OR- 165 -11
<br /> � 6,200 SF Itoo I S02'08'05'E100.00' 4�2�v'!lal'�,� -1 � ,;F,�p� r3E 9.00• � C84 20.00' 31.25' 28.16' S56'34'30"E 89030'50"
<br /> Sg3 /o ��,� C85 1030.00' 48.99' 48.98' N80 0150"E 02 43'31"
<br /> �= �� I C86 1030.00' 66.72' 66.70' N83.14'56"E 03'42'40"
<br /> S02'08'05"E 100.00' i ,Q ^ w U F �'co co Lu C89 1030.00' 230.61' 230.13' N85'04'56"E 12'49'41"
<br /> N I Dol L 54 to 0 45 I\ til 42 C98 970.00' ?16.31' ?15.86' N85.06'28"E 1204637"
<br /> 0 o ctol 6,700 SF c `ow 7,702 SF / 6,676 SF C99 20.00' 31.42' 28.28' S56.49'05"E 90.00'00`
<br /> <Q 6,200 SF I� I 2 N 29 \� 121 �'L� ,� L C11f 20.00' 31.42' 28.28' S56'49'05"E 90'00'00"
<br /> o �p�' C+ G a'• v h C112 275.00' 6.53' 6.52' S78'S1'41"W 01.21'32"
<br /> w I 3 �" I S02'08'05"E 100.00' jjB 11 � Ir , o '.o
<br /> cv
<br /> �¢\ G� ob,� •- co C113 275.00' 51.24' 51.17' S84'S?'45`W 10.40'36"
<br /> 'o S02.08'05"E 100.00" ( =" -
<br /> ``4 �� UE F�9 i� C114 50.00' 36.14' 35.36' S69030'45"W 41.24'35"
<br /> N i 6.1I.A'� t0'P jos co C116 50.00' 68.00' 62.88' N87.46'08"E 77.55'20"
<br /> /r 2 �'S 3 sem, C117 50.00' 46.68' 45.00' N26.31'35'W 53'29'15'
<br /> o `j I co rn1 44 `� °0 43 C118 50.00' 46.67' 45.00' N26.57'40"E 53'29'14"
<br /> 56 a i"' QI 55 °' jo o C119 50.00' 61.07' 57.35' N88'41'49'E 69.59'04"
<br /> :L' 0 10,980 SF �„ v, 10,276 SF
<br /> ci 8,251 SF " 1(o z I 9,009 SF rn ; C120 50.00' 6.93' 6.92' N52020'31'Wcn 07.56"16"
<br /> co I h I c) RESTRICTED 2 N C121 50.00' 229.35' 75.00' N00'13'03"E 262'49'09"
<br /> �G' a C122 225.00' 47.26' 47.18' N84 011'59"E 12'02'08'
<br /> RESTRICTED I 35' I 35' "'�G ACCESS 750.63'
<br /> ACCESS I Z - 125 22' 125.11' -0 C123 20.00' 31.42' 28.28' N33'10'55"E 90'00'00"
<br /> G10 n� 80.00 - o Z�7
<br /> o C127 275.00' 57.77 57,66' N84011'59"E 12'02'08"
<br /> ti �
<br /> 80.00' ---� 330.33' STREET RIGHT-OF-WAY OFFERED FOR DEDICATION--\ C130 1000.00' 169.00' 168.80' N83'01'25"E 09.41'00"
<br /> FD S.J.C. BOLT d S02-08.05"E o �+ S02'08'05'E 1161.85'
<br /> 0 o cv :D�� C131 1000.00' 232.37' 23t.85' N84.50'21'E 13'18'51'
<br /> WASHER 1N MON. BOX S02'08'05"E 1435.27' o C137 250.00' 52.51' 52.42' N84.11'59`E 12.02'08"
<br /> AT SECTION CORNER I 2564.84"
<br /> PER (M.dP. 28-66) � " o o NO2'08'05`W WA Y `r N030 02'5"W R C146 50.00' 36.14' 35.36' S69.04.40"E 41 2434"
<br /> C149 100.00' 20.57' 20.53' S86*14'32"E 1104 7*07'
<br /> a `►
<br /> AIRPORT - - 1268.61' - -�`�o'er / C150 100.00' 24.81' 24.75' $87.27'31"E 14.13'05'
<br /> 1351.38' 0 �-- - ✓ C151 100.00' 20.36' 20.33' S79'47'31"W 11.40'05'
<br /> NO2.08'05'W 2650.01'(M) 2649.98'(B) 2648.51D) FD S.J.C. BOLT C152 100.00' 6.54' 6.55' S75050'00'W 03045'03'
<br /> d WASHER IN MON. C153 100.00' 17:73' 17.70' S82.47'13'W 10.09'23"
<br /> 10/21/98 BOX AT 114 SEC. CORNER
<br /> C154 100.00' 24.27' 24.21' S80'54'42"W 13.5426"
<br /> N\KEVIN\AAA-MCR\97085\TEMPZiP\VILLAFM3 DWG PER (R.S. 27-107) SHEET 4 OF 7 SHEETS
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