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<br /> SECTION L INE•- ,,,I LL SEC. 34 SEE SHEET 6,
<br /> SEC. 33 .� Q DETAIL "G"
<br /> SEC. CORNER, �.. FD 3/4" I.P. IN 26'� WIDE RECIPROCAL ACCESS EASEMENT PARCEL MAP
<br /> 1/4 SEC. CORNER SEC. 3 & 4, F►. W MON. BOX TAGGED FOR THE BENEFIT OF PARCELS 2 & 4
<br /> T.2 S, R.7 E. I Q R.C.E. 22918
<br /> FD 1/2" REBAR IN YOSEMITE A VENUE PER H SECTION LlN£ & SEE SHEET 3, » " FD 3/4" REBAR (B)
<br /> MON BOX PER (G)(H) FD PK NAIL & SHINER V O TOWNSHIP LINE DETAIL a S8s 18 5s w 1.Os BEING A PORTION OF SECTION 3 AND A PORTION
<br /> NO TAG S£C77ON LINE & IN MON. BOX PER (G)(H) EE rE
<br /> S8 '59'49 E FROM CORNER OF THE EAST 112 OF SEC TION 4, TOWNSHIP 2 SOUTH,
<br /> TOWNSHIP LINE NO TAG j I` DETAILH"A 3' 24.00' s2.3o'�M) x2.29;(9) NO TAG RANGE 7 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br /> N89 56 10"W 2650.1?(0) 2650.06(M) '
<br /> S89 59 49 E . 2648.51 (M), 2649.59(A) - r
<br /> • -----.-_- _� _..._____. ___.___ ._-_.__. ___ .. 1155.60(M� _ _ 1155.5 r (� _ ---.,, - - ,, � CITY OF MAN TSCA, SAN JOAQUI N COUNTY, CA '
<br /> LIFORNIA
<br /> N89'S6 10' 638.46M��1) N_^:.�, 89' 9 4 -- -6�0.�1 / " "
<br /> FD f 2 REBAR fD 2 /,P. ✓-
<br /> ' ! _ - --- - 1 4 SEC. CORNER n r
<br /> _ ND AG-_ ____ --NO TAG FD 2" LP. PER (H) SEPTEMBER, 1999 SCALE. 1 =200
<br /> FD 3 4" REBAR
<br /> SEC. 4 65 65, 155.07,.W 179.96 � 188,69' PER (A)(8) PER (A)(B) ,t 7 F0 TAG
<br /> 1
<br /> TAGG/D L.S. 7079 C2 ;' o 2; ;^ r\ 3 '� 6�.4�' ^ 0,49 AC A� M. C.R. ENG 1 NEER/N G
<br /> PER (GJ jS£C. 3 °$ 1 r ,,� ' ' o, °t o 589'59 49 E .�`�- ry �'�
<br /> .i I„ ( tw I� 1,061AC o 0.93 AC; ^ ogp8g AC t4, k$1 322 SUN WEST PLACE
<br /> EX, 12 WIDE 2 �, j N N h"� '�� P ^►� a N N7T23'31 w(R) MANTECA CALIFORNIA
<br /> �-- o - o o
<br /> WATER LINE ESMT �.- -
<br /> I.N. 98030849 i �� , o °po S89'59 49'� o„\ 1 1 S74'p630'1�(R) ^ ,°'"-""-"`-- » y
<br /> R� 206.00' 176.22 SEE DETAIL D SCALE.• 1 = 200 NOTES.
<br /> ( :W 188.72 '0� --`---` "� /r�THIS SHEET "
<br /> 0 382.22' 589'59'49"£i ; o00
<br /> g^ FD 1/2" REBAR PER (A) \ 8^ / 1 ri
<br /> 0y�� 1 Q 2 '; v, COP) I 1 214 C N 0"o 500'07 151r 8.29(C), ALL PARCEL CORNERS: SET 3/4 X 30 LONG IRON PIPE
<br /> �MbG N 534 5 8.14(A� FROM CORNER h 8 TAGGED L.S. 7079 UNLESS OTHERIMSE NOTED.
<br /> 1 NO TA 29.22' �' FD CONC.
<br /> 9x1 .JI --167,71 ---- --C4 y I X0.97 AC j N75'4226w__(_R) HWY MON.
<br /> �r- 494.70 M 494.76 A SFN �- -------- SFN " »
<br /> 'N y� LV -- - PER (F) 2. WITNESS CORNER: SET 3/4 x 30 LONG IRON PIPE TAGGED
<br /> S89'S9'4$" - 15 L.S. 7079 ON PARCEL LINE AT OFFSET INDICATED.
<br /> CS S81'S9 49 S66'49'1 72297'
<br /> o W W N21'20'05'E R _99.41', FD 3/4" l.P. 6E (M 723.66 A .�` \
<br /> h ( ) 514.75 ()r- 43.07
<br /> �. �, S35 56 52 w(R) NO TAG ,� f 49.53 N 16'06'15 w 3, SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, NOTES
<br /> ►` o
<br /> EX. P.G.&E. £SMT co CL 4 S44'18 17 w(R'I- �N?Ouz . 4 PER (A) '` ^, 1'� �,� \
<br /> .�4�
<br /> icy
<br /> 12 AND REFERENCES.
<br /> o; 2 794-OR-433�' Q ;'n 30 WIDE A U.E, & RECIPROCAL~ ` �S F s o .�
<br /> ACCESS EASEMENT FOR THE ,c `('Q1 2.77 AC ,,'ph V 10' P 2.85 AC i o _
<br /> SFN " SFN !w BENEFIT OF PARCELS 4, 5, I ' �_ - �� ,.b ^' y-- U.E. I N ' Z o '�
<br /> N88'5658 E 634.35(M) I (N) 65,) 6, 8, 9, 10, AND 11. �C9 011.., ,�'��' w; ; - 11_.3. 4' _35_ 25.00' ' $ f.00�JAC �'°,, �+� "';� LINE TABLE RADIAL TABLE
<br /> - - - - .y -
<br /> EX. P.G.&E. ESMT / o �,.-- 10 P.U.E. S38'50'46w(R) 15 ..���� 'CT? -°�' I - - ---- - '�' Wt� LINE L£NCTH DIRECTION RADIAL BEARING
<br /> 1-OR-113~' + ^ ^ ^ i 8 r� C109� -014--- -- - •_� --217.99 --- _
<br /> l -518.00 589.49 48 E-- .1 u, L 1 5.1 r S24'09 35 E R1 S48b4 558E R
<br /> cy; con 11,75 AC ro ".,' 1 FD 3 4" R£6WR x'-'=242.99''-�-�
<br /> to c` ''` u 18�' ' TAGID L.S. 3730 15 S89'49 48"E �., w o L2 223.32 S24 09 35 E R2 N36'12 05 R
<br /> 23 10 P•U.£.�' b ^; `V N89'S9 48 w; h I N86'47'45'w 1.04' "? �' L3 228.43 S2409 35 E
<br /> A ( ) M89*53'12T o :�' .N 42' J w 25.00
<br /> N - M r- L 4 65.00 N6550 25 E
<br /> P h 5.47 AC ! S8T03 23 w R �,,
<br /> N h ----------- -, 65'� 20.00' FROM CORNER
<br /> Z �,, ,:,, � � o soo•10 12w � N
<br /> a " 0 65 0, o , N ►.�PER (A) $^' w L5 377.95 N00'1012 E
<br /> Q RC1 y0, q ^ S08'.j0 07 E(R) 039 .I °� cn �cn v ^ of o ;
<br /> o Y' L6 136,43 N0570 42 W
<br /> `� v'�� r10 P.U.E. o $� �, c„ o, 5p WIDE P,U.E. & RECIPROCAL 'd +n 3z
<br /> • ao - o ►� N' Nn'i a ACCESS EASEMENT FOR THE ►•� -
<br /> L7 119.01 N007012 E
<br /> -34 N30'51 18"W(R) C �-'
<br /> ��.) a1, 00 65' ', Z "� v 42' 8ENEF7T OF PARCELS 12, `r' -o c�.�o
<br /> SEE DETAIL "C" 1' $ 10' P.U.f. C'_ o ' 1 ^ , 13 AND 14. N
<br /> THIS SHEET r. S89.49'48"E r' �V _- 65' S84'56'11 w(R) 9 g 1 Q j o �, EXISTING LACK OF
<br /> 38.33' 2.69 AC
<br /> - 1.09' Cao o'{ -CA�j C43 ` 2.09 AC ?.54 AC^ J ipli ABUTTERS RIGHTS -----
<br /> CA5 / ''4I�R1 �:' �cv iV W ;.� L4 V ; `� ice/-10' P.U.E. 14
<br /> -- W \
<br /> o ,R_ '' 08 COMMERCE 12,83 Ac \ -sFN
<br /> S00'0507wR 0 24 ;�„ �' •r h o -------------
<br /> Q ' 9 �, AVENUE N 2331 w(R)
<br /> ?0.69'(M)�G) ------- ---�`�== _ Cq6 N 2.70 AC �� p3�gg"W(R� o g $R o00
<br /> JIN rC23 7T
<br /> 9014' 10 P.U.E. N� S Z �' I'� SOT5333E \\
<br /> SD1*04 09 E S89'S0 39"E " C ; ?�, ;.-- S74'06 30 E R #"
<br /> r" 396.84'! �-#- S89'49'48 E ' 692.64' `; ,� 1, ` .51'y1+(R� 29.9? 589'49 48 f 495.22 ?? +'` 99.99 F ____,_____ �_ N
<br /> ---_ __ -- - - - - I l 1
<br /> ' N 180�' 1 QQ'
<br /> - - a - i:_-.� - - 2 .
<br /> 2 _ - " 30 -. _ �0, . - 1,3530 � 6 13 w R
<br /> � t ,, � � �. 6 ' � G , _ C21 " `- y ..-► 589'49 48 565.22 -.-.. ++
<br /> FD 1 2 REB ) 4{ ' 40 ,e-+ �, 5 '( C�tl-. ._- _.._._.�._: 0 S89'49'48"E 927.18'
<br /> NO TAG PER G 20' �EX S.S.J.l.D. ESMT N7246 41'�(R1> M �- r - r 372.62 +
<br /> BENT P.U.E. P.U.E. ----------- v \ -�� 82 -- - ?� �- - - ---- ------ - -- .. - - - cn
<br /> FD 1 LPIN C3 R 1 S79 0?02 E(R)
<br /> PER (D) 1.N 89118495 ! 8 30 25 290.37 C?7- _, G -__ ---..-_-_.____._ . . _-- , ' ►� ,
<br /> 0/� (oO' C l ,S89'49'48"E C 6 �20' WI ------r------
<br /> ' D£ WATER ,r, N ,
<br /> MARIN STREET '�, ._ +_.___-, Ex, ss✓.l.o. ESMr-�' � _"� '` `_
<br /> _.____.____ r-- FD 1-1/4 GP. ; 2464-OR-361 65 o Lb ��' 2'19'51 (R� N71901 36w N� R2 ' LINE EASEMENT FD 3/4" REBAR `' c`��,
<br /> 50,00 PER (D) ; FD 3/4" REBAR �, 029 N2 ��c� �'-
<br /> 20 WIDE STORM DRAIN EASEMENT o TAGGED L.S. 3730 •'r S79'49 59 E(R)
<br /> (MXD)(G) a; TAGGED L.S. 7079 `' \ > " s - �.-- r------------
<br /> s' '�'�Ci ?05.49' N86'47 45 w 1.04
<br /> 1 o PER (C) 25 N o rw\� r�,� `�S��p?• �-'- N2T 1150 w --- --- - ---- �' v' FROM G10RN N75'42'261M(R)
<br /> 04
<br /> .a 543.54 S89'4948"E �._w�� PER (FA� h } � . -__- ------_ ,
<br /> 10.68 AC �,�
<br /> 1 7 0; \ PHOENIX ti�9 s8s'4 rsE
<br /> C47\w,\\ �: 5, DRIVE 'o• ;. _ - 6 722.97'
<br /> 8 N S69'4948'1� 1248.87' w 65 0 6 ,oG� �,;�k i 0 N �J 55.85 514.75
<br /> _ 0»E�R, QUA41 6 > �► �� 284' f 12
<br /> 9 N66'2835"E(R), 2, 1 9i s STORM DRAIN 15 M °` V ��
<br /> 00 -
<br /> 20 w N7 - 16 `rE',�o.Q RETENTION aAS/N ; 21.19 AC ^
<br /> - co 10' P.U.E.-� ' r � � s. EASEMENT j `� - -----
<br /> .S
<br /> 21 0 26 �'+, `���• 'so o oc'c o w DETAIL "D"
<br /> - 10.48 AC oc, n �; EX. S.SJ./.D. ESM T
<br /> 22 ^ ; EX. P. .&E. £SMT v#+ 2464-OR-361 NOT TO SCALE
<br /> 794-OR-433 w a,
<br /> 23
<br /> op FD 3/4" 1.P. TAGGED
<br /> o � ,
<br /> 24 s S89'4948`E 1344.24' /DEPT. OF TRANS, - -
<br /> i1 N I /'
<br /> PER (F) ,-'
<br /> �5 ._I N81'04571r R 1 7 24
<br /> C L SEE SHEET 5 1 4 4 00 r
<br /> 27
<br /> TRIMTY STREET
<br /> �I
<br /> CURVE TABLE 65 65' `O p� "� S89'4948"E
<br /> log, - ---�
<br /> ---- = CURVE RADIUS LENGTH CHORD CH. BEARING DEL TA CUR VE RADIUS LENGTH CHORD CH. BEARING DEL TA CURVE RADIUS LENGTH CHORD CH. BEARING DEL TA X46'
<br /> 2f� C2 50.00 79,46 71,36 S4478 34 W 91*0313 C20 30.00 47 41 42.63 N67'i2 36 W 90'32 29 C39 20.00' 29 48 26.88 539'16 38 W 8476 30 0>• t/� 4. ,._ ___ `�__�_ 044
<br /> 2 J C3 584,00 451.55 440.39 S6750 45 E 44'18 05 C21 1030.00 407.19 404.55 S7850 40 W 22 39 03 C40 740.00 288.70 286.87 S70'19 f 7 W 22701 � N
<br /> C4 584,00 217.42 216.17 N79'19 51 W 21'19 53 C22 42.00 65.97 59.40 N45'1012 E 9010000 C41 700.00 315.10 312 45 N7202 26 E 254729 \ 00 00 1 NORMAN o 11
<br /> C5 584,00 148,95 148,54 N617i 31 W 14 36 47 C23 100.00 14.07 14.06 N035140 W 08*03 45 C42 660.00 250.17 248.67 N70'0013 E 2i 43 03 '� N ,4� S89 49 48 E o 045
<br /> C6 584,DO 85.18 85.10 N4952 25 W 087125 C24 100.00 203.97 170,40 N50 32 25 E 1165157 C43 20 00 32,06 28.74 S53'12 52 E 9i 50 46 ,Q 0 125.6?'(L) w
<br /> C7 300.00 214,74 210,18 N66-12 04 W 4100 42 C25 100.00 65.37 64,21 N1050 07 E 3777 20 C44 660.00 357.38 353.03 S74 39 27 W 31*0130 � � 3 �+ "'' DRIVE � +
<br /> C8 300.00 28.58 28.57 S4875 28 E 05*2 31 C26 100.00 138.60 127.77 N69'16 06 E 7974 37 C45 700.00 379.04 374.43 N74'39 27£ 31*0130 � � - --� R � C46 '
<br /> C9 300.00 175.32 172.83 S67'53'43 E 3378 59 C27 100.00' 32.82 32.67 58075 42 E 18'4812 C46 740.00 399,61 394.77 N7436 54 E 3056 25 •p1' �' ____i
<br /> CIO 300.00 10.84 10,84 S85 4019E 0204 12 C28 970.00 380.93 378.49 N785510 E 22'30 03 C47 1435.00 15.93 15.93 S2350 30 £ 00 3810 \ S0��5 " /r"�40' P.U.E.
<br /> FD 3 4" I,P. 011 300.00 100.05 99.59 N7709 09 W 1906 32 C29 30.00 48.018 4310 N21'4517 E 91'49 44 C48 1435.00 365.82 364.83 S167314 E 14 36 22 :� 111 A
<br /> - - Q ��, N p y 23
<br /> TAGGED L. . 4450 C12 500.00 195.46 194.22 N78475i W 227355 030 x000.00 42x,63 421.45 S78*0O 18 W 24'1947 C62 1565.00 1347.92 1306.64 N00.3052 E 497054 `o F"" 14� o:
<br /> PER 34-R.S.-27 C13 500.00 23.74 23.74 56857 31 E 02'4315 032 1500.00 605.00 600.91 N12 3618 W 2306 33 C63 1435.DO 1530.40 1458 89 S0673 33 W 610616 EX. S.S J.1,0. ESMT- -' ►` -
<br /> C14 500.00 171.72 170,88 S80*09 28 E 19 40 40 C33 1500 00 105.06 105.04 N0303 25 W 0400 47 C66 1500.00 1599.71 1524.97 N0673 33 E 61*0616 2464-OR-361 r► a
<br /> Cis 1042.00 285.92 285,02 S08'0151 W 15 4318 C34 1500.00 499.94 497.62 N1436 42 W 19'05 46 C71 9200 8.86 8.85 NO2'3515 W 05'3054 DETAIL C
<br /> C16 978.00 56.05 56,04 S14'15'00 W 03'17'01 C35 1565.00 460,75 459.09 S15 43'32 E 165206 C72 100.00 9.63' 9.62 NO2'3515 W 05 30 54 NOT TO SCALE
<br /> 017 958,00 236.14 235.54 N07'13 53 E 14U7 22 C36 1565.00 271,25 270,90 N12'15 24 W 0955 50 C73 50.00 78.22 70.48 S45t70 47 E 89'38 03 FD 3/4" I.P. TAGGED
<br /> Ci8 1000.00 174.48 174.26 S05'!0 06 W 09'59 49 C37 1565.00 189.50 189.39 S20'4127 E 06*5 C74 1042.00 196,34 196.05 S0534 OS W 10'47 46 DEPT, OF TRANS
<br /> . _
<br /> 09/3 0/99 019 1435,00 523,17 52028 NI 179 42 W 2053 20 038 1565.DO 51.71 51.71 S0159 49 E 0153 35 C75 1042.00 89.58 89.55 S1375 44 W 6455 32 PER (F) s H EE T 4 O F 8 SHEETS
<br /> J \+999\99063\PM\PM3,DWG
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