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SEE DETAIL "8'=� S02'06'04'E FD 3/4' REBAR TAGGED i
<br /> 16.08 i
<br /> NST53'56"E L.5. 7079 IN MONUMENT "
<br /> �- 122-9.3' WELL PER (E) 585?5 36 f t'
<br /> 1
<br /> WIDE I S8T53'56V 164.00 -.-- •-'� 56.67 N8 48 12 IV
<br /> S_S J.1_D. .31
<br /> EASEMENT ._ . - \ l 104.00' , v 58.64' ?0.66' . 7.65 --�'' 4�' 122.93'
<br /> -fi l.N. 98056040 30 30' 0.0 3 6, .6.3 000b = NO 53,56E 1 TRACT NO. 2886
<br /> $ 4 3 s85'25 36 E 64 N6 1 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> .�
<br /> 484 I o g� g $ 5,8 s SF ti `76' )SS?Y 16' WIDE
<br /> 8,884 SF r. .. 4,3 .� SP4 S. .J.I.D. o" I
<br /> co I N S8T53'55"W 104.03 ti a d Bg �. j ?1 EA59EMENT 40 � g ? C HA D W I C K SQUARE,
<br /> N8T53'S5 E 123.58' o•-J o , a �/ Q `� 1 s9 O.i,S £ I.N. 980560 $ " i
<br /> `D `°o �, -10 A U.E. I `t U � ° ?S, "'� ' ` S02�08 4 E UNIT N OJ 6
<br /> 10 P.U.E. o <v � ` �' o v 4g J
<br /> $ Q�o $ 4 Q� N N8,250 SF S8T53'S6"1�'
<br /> v o 4 8 °, 123.08' _ 164,00'
<br /> 2 t� ;� " 7,496 SF O ., _
<br /> •o ti I 6,739 SF '� o !� 7 " '� NST53 56 E
<br /> I o '30"W R� I o '`" " 9 S8T53'56"W 4 BEING A PORTION OF THE NORTH 1/2 OF SECTION 30,
<br /> 0 485 Not 58 ( a �, 0 7,539 SF TOWNSHIP 1 SOUTH, RANGE 7 EAST, MOUNT DIABL O
<br /> 1xio I
<br /> 7,842 SF ) 3p 30' ___ ) o 478 484 o A. BASE AND MERIDIAN,
<br /> i 10 P.U.E. /o� o� h 6,6 79 SF o b g
<br /> i S8T53'55'1�' ry N CITY OF MANTECA, SAN JOAOUIN COUNTY, CALIFORNIA
<br /> PICADIL L Y C58 C5 h "
<br /> 104.16' .,.� N NST53'S5"E �H _ "' `�'�� CALE: 1"=50'
<br /> �_ �o_p UE � ;� z � JULJULY, 1998
<br /> _ *A y �
<br /> ... -� ,ir► 48.58-.,, 6� . ;� 30
<br /> N87'53'55"E 154.39 0__ o - -- - C62 a
<br /> -- L=18293' -.__ hl ~ 10911, 48j�,
<br /> o T
<br /> 202-97'92 92 ' . N8T53'S5"E N NO 157'16`W (R;
<br /> N _ - = {oS-�- S'4 �s9E� DETAIL B ° M, C.R. ENGINEERING
<br /> ' C 12 C59 h T 109. �1• NOT TO SCALE _-
<br /> 104.61 ".-"-, , �/ S7 ..-_ -
<br /> N8T53'55"E _ ._ _- C'i G1;_-- --- C1 j 4'37S9" -0
<br /> -- �- £ �� MANTECA, CALIFORNIA
<br /> 30' 30' 0 16 5�4. 7• w o ---� 322 SUN WEST PLACE,
<br /> 10 P.U.E. �o 16-ro Sg£ `C�184.40,
<br /> '
<br /> 486 $ 6,431 SF I 01 �•.� C61 -`, - .- "�
<br /> 06
<br /> a
<br /> 7,157 SF
<br /> N 80' C57
<br /> N8T53'S51� 125.13' S8T'53'55"W 104.03 o C14`O ` ~ NOTES:
<br /> 10' P.V.E.+ I z I N 506 �' ^° 1. ALL LOT CORNERS: SET 3/4" NOTED.REBAR TAGGED
<br /> I o I $ 10,718 SF 4r 507 ^� L.S. 7079 UNLESS OTHERWISE
<br /> 0504
<br /> 487 ( 5,514 SF t 7,922 SF 50Q 2. WITNESS: FRONT LOT CORNERS, SAW CUT +' IN
<br /> 7,022 SF , (�
<br /> 125.64'
<br /> N8753'55'E 104.03' h ��, 7,108 SF �" SIDEWALK, AT 4.00-FOOT DISTANCE FROM LOT CORNER ON
<br /> N8T53'55"E LOT LINE PROJECTION.
<br /> •1
<br /> 6788 68 41, h
<br /> 11 3. SEE SHEET 3 FOR LEGEND, REFERENCES AND
<br /> $ 488 S S 503 S \,,,, 1'49I 68, � BASIS OF BEARINGS.
<br /> I
<br /> 7,681 SF I w co I 6,346 SF 109.71
<br /> SBO•56;?,?"E387 99,
<br /> I N87'53'55"E 126.19' NST53 55'E 104.03' - ` -Li
<br /> 20' S.S.J.I.D. `�-
<br /> EASEMENT N �O
<br /> r 532 CJ7
<br /> I.N. 87098354 48 n $ CD� $ .-
<br /> g I 9 g o J �- 9,057 SF
<br /> t1i►.� 7,968 SF I o tv tO I 6,554 SF `� �� }►►
<br /> 16,414 5F o CURVE RADIUS LENGTH CHORD CH.BEARING DELTA
<br /> II N8T53'S5'E 104.03' �, C4 575.00 9.17 9.17 $75'0524"E 05't449"
<br /> NST53 55 E 126.76 I ;t, � C5 625.00 53.22 53.21 N7T04 21 04 52 44
<br /> u, - h V) C6 625.00 51.61 51.59 N8152'39"W 04'43 52
<br /> �.��. 10' AU.E. - C27 r` N10'fo'S0'E(R C7 625.00 84.34 84.28' S88'06 32 E 07'43'55
<br /> I. S , o /6/ �0 I --- - �" C8 20.00 31.37 28.25 N4T02 17 89"52 26
<br /> o I g 50 .�P. G2 N�.� 64 C9 20.o0 31.42 28.28' N42'53 56 E 8959'59" '
<br /> 490 2 co 6,554 SF G6 44 959 C10 20.00 31.42 28.28 S4T06 04 E 90'00'01
<br /> 8,003 SF I I 6
<br /> o ° -- 8027 C2g Ci 1 20.00 31.47 28.32' S42'S8'20 9008'48
<br /> N8T53'S5"E 127.32' O N8 2"! 55 E 104.03' C12 57.5.00 84.30 84.22 S8T45 17 E 08 23 59
<br /> N $ l N7� �` " V!iIDMER C13 575.00' 89.53 89.44, N79'0538 08'55'18
<br /> 1''�- ^ -$ � 8,00 SF I v N78•JB B hl L-173?7' - ° C14 625.00 37.02 37.02 S76'19 48 E 03 23 38
<br /> I 4 9 O I 500 LANE C24 60.o0 10.88' 10.86 NOT 17 45 10 23 20
<br /> g
<br /> 6,761 SF 5,514 SF '" 6 C54 h
<br /> I N8T53'S5'E 96.41' � �_ I G�1 p,�- -- C37 �'""`-"---�....-__...��' C25 60.00 43.70 42.74' N08'22'36"E 41'44'02
<br /> I i I SST5355'1�' toa.o3' C26 60.00 46.94 45.75 N51'39'17"E _44049'20"
<br /> T53'S5'1�' 127.80' cv� 25 P.LjE ��
<br /> cr'A C27 60.00 39.38 38.67' N8T08'01 37 36 04
<br /> `� �rt C28 60.00 12.03 12.01 S74'04 34 E 1179'11"
<br /> x-10 P.U.E. +n I I C36 20.00 36.12 31.41' N49'37'S3"E 103'2 7'5 7
<br /> i I g o N g I g $ 535 C3 7 900.00 21.18 21. 18 S79'18 35 E -01'20'55"
<br /> $ 7492,171 SIF '6 q 499 � 6,394 SFc*A I I C54 900.00 178.22 177.92 S84'1830"E 1?2044
<br /> I 25' N a
<br /> I N I z 539 - SCALE: ~ = 50' C56 575.DO 176.71 176.02 N8326 15"w 17-36'31"
<br /> N8T53'55"E 104.00' cv
<br /> S8T53 55"W 128.31 C57 625.00 192.08 191.33' S83'26 15Y
<br /> 17'36 31
<br /> ~' 9,057 SF $ C58 625.00 189.17 188.45 N83'18'14"W 17'20 31
<br /> ir
<br /> N8T5355"E 104.03' �'- 17'19'17
<br /> 1 D' P.U.E.- Q �
<br /> _ I o N I o C59 575.00 i 73.83 173.17 S83'17,38 E
<br /> $ 0i P.U.E. C60 60.00 130.02 106.03 S49'35 18 124'09 26
<br /> $ 4 3 - $ g 536 :Wr1o,
<br /> C61 600.00 184.40 183.67' S83'26'15"E 17'36 31
<br /> '� co 7 843 SF g 4,98 6,34 I �S I ,� C62 600.DO 182.93 182.22 S83 22 02 E 17'28 06
<br /> �I 6,346 o
<br /> J28.8s' NST53'S5"E 104.00" o (� � 0 63.00' C63 875.00 173.27 172.98 584"18 30 E 11 o20'_44
<br /> S8T53'55"W N8T53'S5"E 104.03" `$�(n N89'58521W ' 512.24Pn
<br /> '
<br /> $Q $
<br /> SFN
<br /> 30' 30' 25'
<br /> ?5'
<br /> 4 SEE SHEET
<br /> SO1135'05'E• ♦�FD 3/4" 1.P. oSHEET ° sem'6 of 7 sH�-rs
<br /> HA WICK 6 011,96199 NO TAG, REF. A ' sEE
<br /> N:\ 1998\98051\fM\fM2.OWc
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