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4 *A sw <br /> 3 <br /> FD 3/4" I.P. TAGGED <br /> L.S. 8159 IN MONUMENT <br /> FD 3/4" I.P. TAGGED WELL PER CR-12-476 <br /> L.S. 8159 IN MONUMENT WELL PER (F), <br /> 0.12'(M)(D)(F) N00'27'S4"W � � � � EX. P.G.E. EASEMENT o ATE 1/4 CORNER SEC. 7 <br /> N89 32 06"W 2660.38'(M) 2660'(A) 2660.39'(D) PER D.N. 2013-018110 • <br /> SEE DETAIL "A" 0 2646.70'(M) 2646.71'(D) 8.00' WIDE STREET RIGHT-OF-WAY <br /> o o OFFERED FOR DEDICATION TO j426 o13.68(M)(D)--r ON SHEET 6 WOODWARD AVENUE00S89'32'06"E 1259.92' M THE CITY OF MANTECA 0 0 I <br /> G'� O O 0 <br /> I � 65.33 80.00 80.00' 80.00 80.00' 80.00 80.00' 80.00 80.00' 80.00 80.00' _7�.9�_ 76.90' 76.90' 76.90' 76.90, <br /> �p S89'32'06"E 1269.84' �10' P.U.E. �10, P.U.E. z <br /> / 10 P.U.E. <br /> I I 20.00 z J <br /> W W W W W W W W W W W W W W W Z <br /> 30 a a a a a a a a a a s a a a a I 0 O <br /> -001 <br /> 30 " 16 15 14 13 ;, 12 ;, 11 10 9 ;LO LO, 8 ;, ^ 7 ;, 9,sso sF r 0 5 ;, 4 M 3 2 N Zui <br /> l d- 6 co 1� I� oo O O O I •- N N M 9,560 SF cn <br /> W ^ 9,638 SF ;v 9,187 SF b 9,240 SF b 9,292 SF b 9,345 SF N 9,397 SF b 9,450 SF b 9,503 SF b � 9,555 SF ;v 9,608 SF ;v N :v N 9,336 SF :v N 9,384 SF b N 9,433 SF ;v N 9,481 SF N N N� <br /> Ki o 0 0 0 � o � o � o o � 0 � 0 � o o O o o <br /> O z z z z z z z z z z STORM DRAIN z z z z z <br /> Z l PIPEUNE I 00 <br /> W G G G G �G �G G G �' EASEMENT <br /> w. f ^� 'b , <br /> Q 1 84.96 80.00 O 80.00 O 80.00 O 80.00 O 80.00 O 80.00 O 80.00 O 80.00 O 80.01 O 80.01 O 76.91 O 76.91 O 76.90 O 76.90 O 77.40 ' O ( Ls'� N <br /> 100.01' 107.78' O 82.20' 0 60.00' O 63.00' 0 57.00' 0 65.00' 0 55.00' O 63.00' O 57.00' O 65.00' O 55.00' O 70.00' O 65.82 O 60.00' O 54.18' O 60.00 O 60.00' O 70.00' <br /> �G• �G. �G. �G S89 03 51 E I <br /> �' �G " �y -�' 1270.00' ��' ��' ��' ��' ��' �G , ' , �G , ��' 1 L 11 0_ <br /> w <br /> O 17 o > I W W W W W N �, 89 <br /> c�i 7,146 SF o •C' co r �' o °' o °' o °' o °' o °' o °' o °' o °' o `r °' " °' <br /> Z ^ ALO 72 a' cs` 73 ori 00 00 00 77 00. 78 00 00 00 00 00 � •`Oo 00 00 -`�Oo � o �) � �!� 6,893SF � � � <br /> �1 o P.u.E. o� 6,278 SF O b '0 O 75 LO 0 76 79 80 � 81 to 82 83 84 P • 85 O • 86 87 � N �M _ �� , <br /> Q 1 11,632 SF �'' 74 '00 0 6,300 SIF 'o0 0 5,700 SF o 0 6,500 SF :� 0 5,500 SF:O 0 6,300 SF :O 0 5,700 SF:� 0 6,500 SF :° 05,500 SF:O 0 7,041 SF j :� 0 6,541 SIF :� 0 6,000 SF `O 05,460 SF:" 0 6,000 SF " o 0 000 <br /> (,U I S89'45'45"E �i 5,950 SF O o 0 0 0 o 0 0 0 o 0 0 o o c`�i� z z ui� tLl <br /> 1 S 26.38, cn cn cn cn cn cn cn cn cn z z z z z 88 N <br /> J 100.00 S9S). C34� 18.16' 10' P.U.E. <br /> 0 Asp `10 P.U.E. 5,762 SF <br /> O f f -; f 6 0 <br /> oo, 18 F o �lgyt�. F�,Q� G,,�� 878.4'55, p_p31.31 63.00 57.00 65.00 55.00 63.00 57.00 65.00 55.00 70.82 65.00 60.00' 55.01' 60.00' 1 - <br /> ``' l 6 300 S M • , N O -% ? I w o <br /> z � to o, 31 E C10 S89 03 51 E 840.17 �, r C N79'23'56"E(R `( vi i <br /> �; N _ TOY STREET_ s8s•o3'S1 NE _ _ 983.3,' _ _ N TOY COURT N - L, N ZPO <br /> 0 1 S89'45'45"E 71 ,,� o ;l, 665.00' - ' - - o o, OHO <br /> 7,410 SF �, ° ° O w o w oN <br /> v <br /> 100.00' to �vN cv �, 318.31 N ° O COo0� N U) Z <br /> w �-- S89003'51 E 575.00 -� �•- S89'03'51"E 197.32 -� 0 0 O-O w o <br /> , , , f f , O 0 Gbh O , , O C1¢ O 0 <br /> O 45.007 57.00 63.00 65.00 55.00 55.00 65.00 63.00 57.00 50.00 50.00 71.00 71.00 O N ao <br /> 0 19 o S89'03'51"E -4 <br /> �� `� <br /> N vi 6,900 SF v� c,, N 25' O `10' P.U.E. <br /> N co co 93.91 I 10' P.U.E. O 25 25 O z 0 I o <br /> o / 5.320 G1� 1 �" <br /> l v, c�r� i W c3 G'y • <br /> Z 0 0 0 0 0 0 0 0 0 I O - 8 <br /> `° S89'45'45"E o 10 P.U.E. 104 0 103 0 102 0 0 gg 0 gg 0 0 0 o O ;� W - a <br /> 101 100 97 96 95 - � O " �. 0 w <br /> O 0 0 0 6,414 SF O O o O o O o O O O _ _ 0 94 93 ao o� a� <br /> 100.00 'O 70 1 o0 0 0 0 5,700 SF o 6,300 SF o 6,500 SF o 5,500 SF O 5 500 SF 0 6 500 SF 0 6 300 SF o 5 700 SFo 00 o :O 0 0 0 0 W !� - O 1 Lo <br /> N <br /> `° 5 SF rho o � 'i 6 914 SF O o <br /> 6,40 25 aoo 0 0 6,914 SF loo o 7,459 SF , o g2 co 0 ^I r l <br /> l O O �O �O I� M O <br /> I W - f N O N3:: O O O O O O O O O Op co O DO b !1 '� <br /> a O N , w Q O O O O O O O O co o z cn 8,373 SF o � N 91 O o o <br /> ,O 0 20 o S89 03 51 E N a co 0 0 0 0 0 0 0 0 0 •- O I 8,084 SIF �I 0 LOT A <br /> co Ol 6 900 SF O °' O O O O N o o O O 10 P.U.E. Z O o 0 z <br /> r- O f 100.3,4 O O N N N N , N , N N N N 5'�� L OMI I (EMERGENCY <br /> �_ co co O 0 co S89 03 51 E 615.00 0 70 00' S79 z o <br /> r v b 0 O 69 � I J 5 W 57.00' '�' 63.00' w 65. 0' w w w w O O 0 O '42'S2NE S77.48, o � 90 w ACCESS LOT) <br /> a, O o o �. o w 6 .00 a a a 55.00 �,, 55.00 a 65.00 a 63.00 a 57.00 70.00 o w 75.00 24 E 4m 7,218 SF v, 9 987 SF <br /> z l S89'45'45"E ori cO 5,500 SF v z w W cM o 0 0 0 o v) 0 0 0 W W N cD S89'03'51"E 66.89' 72.39' o ' <br /> a l <br /> a� - o o� O o N89003'51 V 143.14 11* LO <br /> 100.00 `�' S83'15 47 E(R� 'O )25' <br /> 0 o co io io io io co io 4. , 68.,31# <br /> co o o co I 08LO <br /> o `O 0 0 0 0 0 0 :n M v l W w 70.00 w 70.14 0,•,� I S89 03 51 E Oco V,J o . O o o b vO 0 <br /> l O W U 0 O O Z p Z 0 Z p Z O O O Z O z 0 O O O b 52 O 'n 0 O �a 3.00 m I I z -w�0 <br /> 0 99.36 0 0 0 o z o o l o <br /> a l O I -� <br /> O 105 . 106 . 107 108 l o O <br /> 1 21 o Z 109 Z 110 111 112 113 O O Z 153 w �- <br /> �O - :W z Oo O O o 0 o O o o z 6,914 SF ao z o io _ w <br /> d• M 6,300 SF Ki 0 5,500 SF 5,500 SF O 6,500 SF o 6 300 SIF o 0 0 <br /> 414 SF 5,700 SF O 6,300 SF o 6,500 SF o o o o co 0 0 O I N <br /> co co '�" 0 o� 6, 0 .- 4 � 7,251 SF • O N I 54 O o ao I a :° vi z <br /> b l .n 68 v `r?N 5,700 SF.- ` M I O 7 598 SF- °' - 0 " �I o <br /> z N co 0 5,642 SF N °' 1 25' p 10' P.U.E. <br /> 10 P.U.E:' 125 O o Z Z :n 'n 5 -co 0 56 Z O 57 O `"w . <br /> S89 45 45 E 10 P.U.E. <br /> z f N O p O 25 N ) 0 `� 7,425 SF o 0 0 z <br /> 100.00 S89'30 04 E R z Al�' <br /> - ,\ 0 � C39 / z N ob 7,000 SF 7,076 SF o� w,g o <br /> ( ) 45.00 57.00 63.00 65.00 55.00 55.00 65.00 63.00 57.00 50.00 O z <br /> 1 01 88.94' ? 0`t S89'03'51"E 575.00' -gip 00 o C17 C40� 10' P.U.E. I , <br /> 22 0 ` N MAEHL DRIVE , N N ►� , o c41 f I20.00� 6,700 SF aN89 03 51'1N 695.00 ° ° C25 „o ;��4O 39.41 70.00 71.37 O <br /> 10' P.U.E. �'6+ gNE 5 N N 665.00 30.00' o C 8 o N89'03'51"W 200.78' 0 LOT 47 <br /> • N \ g0 32 4 -- S89 03 51 E 524.55 `�' w I "' ° '�' in <br /> S89 45 45 E 67 N 44.,55 p p , ro C, o, ,,o C24 ° N89'03'51"W 201.15' <br /> 100.00' 9,298 SF �C2� Off_ 64.55 55.00 65.00 63.00 65.00 65.00 67.00 80.00 O - - <br /> �1 co <br /> C76 C75 10' P.u.E. �0' P.U.E. o � 20 p o MAEHL DRIVE 0 w <br /> 30' I 30' 0 23 0 ��` 26 �w w 0 30 O 30 p %-101 ''' ''� c i <br /> 1 O 10 P. 1 <br /> M 6 300 SF �''� .p'� W w M - - v) - - w "c.° 51 0 r Z I W c19 0 I �o u., <br /> col co '� '` a a p o 0 0 0 0 0 o a 0 0" W o �-- 1 > <br /> ��ti ro� c° 'n o I 0 0 64 0 63 io 0 62 0 0 0 0 w M 6,414 SF co - Z ,� N N89 03 51"W 20 .52 _� w <br /> • " 66 O o 0 `n o 6,500 SF � 0 5,500 SF:n o 6 500 SF :n o 61 io °p v) - I co I O "o / LOT B <br /> S89 45 45 E o M b o o O 1 6,759 SF 0 60 0 co w S89'03'51"E �Q �l to ^'� 10 P.U.E. w <br /> 9,767 SF N O 65 • l o O O O co a w N co h <br /> Z <br /> 100.00' 0 6,415 SF Z l z in z cn z 8,239 SF ° M 59 0 o w I W I z N / <br /> a, 100.00 -� o PARK SITE STORM <br /> � z f 0 9,656 SF co O 58 0 _ O a � v <br /> S.q q 5.05 z LO ,n O 0 o Q o,l / D RAI NAGE BASIN) 0 <br /> z of 24 0 .f 143.28 68.84 65.00' 55.00' 65.00' 0 11,134 SF b 50 0 0 o 0 <br /> I- z o 0 6,000 SF o <br /> 6,800 SF S89'03'51"E z co cob m a: n TRACT NO 377 o Q <br /> w I CO 10' P.U.E. co 402.17 60 10 P.U.E:� o O <br /> N o8 z Ol SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> U) 1 l3'45'4 68.5 . S89'03'51"E � z <br /> 689'45'45"E CURVE ABLE SEE SHEET 5 �'�v 6 100.00' Q ESTATES UNIT NOm 1 <br /> 100.00 U p OLEANDER <br /> o CURVE RADIUS LENGTH CHORD CH. BEARING DELTA CURVE RADIUS LENGTH CHORD CH. BEARING DELTA c� O o <br /> �„ CV l 88 56' co 49 O N N <br /> Z N 5 - o C1 20.00' 31.50' 28.34' S45'21'04"IN 90'13'39" C20 220.00' 54.56' 54.42' N76'13'14"VU 14'12'32" N <br /> to 2 O N " f N S�o•3 . 56 7,434 SF C BEING ALL OF THE LAND DESCRIBED AND RECORDED I <br /> d' C2 20.00' 31.17' 28.11' 644'24 48 E 89 18 06 C21 20.00 33.42 29.66 S48 48 19"w 95 44 21 Z2" •43 o DOCUMENT NO 2013-123763 2013-136935 AND 2013-137462 <br /> , , f N . f N , f f f N " . <br /> 6,575 SF co C3 320.00 79.05 78.85 N08'00 47 E 14 09 15 C22 380.00 103.70 103.38 N08'45 14 E 15'38'10" E ��S\�4" � o ' <br /> 0 10 P.U.E. N " 3o E C IN SECTION 7 <br /> 1 C' r C4 20.00' 31.42' 28.28' N44'03'51"W 90`00'0 C23 350.00 245.42 240.42 N21 01 24 E 4010 30 3.78- �(R) SAN JOAQUIN COUNTY RECORDS, LYING <br /> 1 ? O 80'25' C5 60.00' 10.88' 10.86' S85'44'29"W 10'23'20" C24 250.00' 87.04' 86.60' S79'05'24"E 19'56'53" 1��23' TOWNSHIP 2 SOUTH, RANGE 7 EAST, <br /> O SEPHOS " ' " ' N <br /> C6 60.00 116.01 98.76 S44 03 51 E 110'46 41 C25 250.00 87.04 86.60 N79 05 24"W 19 56 53 MOUNT D IAB LO BASE AND MERIDIAN, <br /> M , , , , N . f N , f f f N . , N <br /> C7 60.00 10.88 10.86 N06'07 49 E 10 23 20 C26 60.00 12.41 12.39 N86'28 27 E 11 51 17 <br /> ° - C8 60.00' 10.88' 10.86' N04'15'31"W 10'23'20" C27 60.00' 46.13' 45.00' S6534'27"E 44'02'55" CURVE RADIUS LENGTH CHORD CH. BEARING DELTA O <br /> I STREET C9 60.00 116.01 98.76 S45 56 09"w 110'4640 <br /> C28 60.00' 46.13' 45.00' S21'31'32"E 44'02'55" C39 280.00' 56.74' 56.65' N8o•23'33"W 11'341 $ E; 1" = so' CITY OF M AN TECA, SAN JOAQU I N COUNTY, CALIFORNIA <br /> ' ' ' ' N ' N , , , . , , N , , f . , <br /> C10 60.00 10.88 10.86 S83'52 11 E 10'23 20 C29 60.00 11.34 11.32 S05 54 43"W 10'49 34 C40 280.00 26.73 26.72 N71 51 05 05'28'14" JULY 2013 SCALE: 1 "=60' <br /> O C11 50.00' 27.74' 27.39' N75'02'28"E 31'47'20" C30 60.00' 4.80' 4.80' N09'01'51"E 4'35'16" C41 220.00' 45.91' 45.83' S75'05'40"E 11'57'24" <br /> ' 3'38"W 110'15'08" C31 60.00' 6.07' 6.07' NO3'50'11"E 5'48'04 C42 220.00' 30.68' 30.66' S85'04'07"E 07'59'29" MCR ENGINEERING, INC. <br /> I O C12 50.00 96.21 82.04 N65 4 <br /> ' ' ' ' N ' N ' ' ' • ' • f N , , f f N <br /> C13 111.63 89.85 N76'26 00 E 127'55 15 C32 60.00 41.35 40.54 S1017 32"W 39 29 26 C65 320.00 76.01 75.83 N07'44'27"E 13'36 37 1242 DUPONT COURT <br /> 50.00 <br /> C14 50.00' 43.16' 41.83' N64'20'06"W 49'27'27 C33 60.00' 46.13' 45.00' S52703'43"W 44'02'55" C71 20.00' 31.42' 28.28' N4556'09"E 90'00'00" MANTECA , CA 9533 <br /> 5 ' 28.28' 645'56'09"w 90'00'00" C34 60.00' 28.52' 28.26' S87'4220"W 27'14'19" C72 20.00' 31.42' 28.28' S44'03'51"E 90'00'00" LINE TABLE NOTE: ENGINEERINGTEL : ( 209 ) 239 - 6229 <br /> C1 20.00 31.42 <br /> N , N f � � 90'00'00" UNE LENGTH BEARING <br /> C16 20.00 30.42 27.57 S42'37 52 E 87'08 02 C35 50.00 16.84 16.76 S68'47 34"W 19 17 33 C73 20.00 31.42 28.28 S45 56 09"W 1. SEE SHEET 2 FOR ADDITION FAX : ( 209 ) 239 - 8839 <br /> • N 04'52"W 90'57'35" C74 20.00' 31.42' 28.28' N44'03'51"W 90'00'00" L1 11.01' S89'03'51"E NOTES, BASIS OF BEARINGS, <br /> O C17 280.00 83.48 83.17 N77"39 26"W 17'04 55 C36 50.00 79.38 71.30 N56' <br /> ' " '56'53" C37 50.00' 76.82' 69.48' N56'29'11"E 88'01'39 C75 60.00' 0.45' 0.45' N89'16'S2"W 0'26'02" LEGEND AND REFERENCES. <br /> C18 s 220.00 7s.so 7x.21 S79 05 24 E 19 L2 11.26' S89'03'51"E SHEET 4 OF 5 SHEETS <br /> 07/17/2013 14.28 C38 50.00 34.81 34.11 S59033'11 E 39 53 36 C76 60.00 10.42 10.41 S85 31 28"W 9 57 18 <br /> J:\2011\11-079\dwg\fm\11-079 FM5.dwg C19 280.00' 97.49' 96.99' S79'05'24"E 19'56'53" ' ' ' N ' N ' ' ' ' <br />