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• <br /> 4 )� � 3 t> <br /> SEE SHEET 4 WOODWARD AVENUE <br /> S89'03'51"E 402.15' N73.45 �0 <br /> 68.22' 63.00' 63.00' 68.00' 68.01' 71.94' 6�08'l W <br /> w U0 --� 10' P.U.E. ! I <br /> 0- -.4 <br /> o .� <br /> ,� , , > + �S Z S7 <br /> Lo- <br /> UJ � 38 � 4 <br /> � -i o o� 6,761 SF 'coo $ 39 $ 40 0 41 $ 42 to N +N -c'y � X31' ?2 O 30 o 3o p ,0' P. E. <br /> I <br /> �= ; z _ 'o c 6,300 SF So g 6,300 SF 'o c 6,800 SF co 0 6,652 SF o, 0 6,760 SF 44 � �3 78' <br /> 25 � � r Or Or DO <br /> > ao I °O b cn c� cn c 7,137 SF ^o^' �`�•49' S7S• <br /> o w �O 10' P.U.E. con h o 45 Z7 co <br /> � I �'? 10 P.U.E. h 7,111 SF <br /> ____� 7 <br /> z. p 67.00 -63.00 63.00 68.00 49.11- 7 vi -1 4. • 1 isc, <br /> v <br /> r ^ 0 589'03'51"E 390.36' -�O C58 •` 46 „ � s ^ Z <br /> _ _ SEPHOS 59 ��� 6,987 SF �, . 3�8 J Q ' MAEHL DRIVEI <br /> C <br /> ° � S89'0351E - - - 439.75'- - - - - - - - - - - _ _ _ _ ` C60\ ."� � 'x'17 0- <br /> 0) <br /> 30' - <br /> 409.75' EX. STORM DRAIN POND, SWALE _ 43 7,716 SF \ S3 <br /> 00 I c c " & PIPELINE EASEMENT o C ,o �3�c;F p c 30, o N73'25 <br /> 13.95 I co o per' S8W03 51 E 389.14 PER D.N. 2013-140209 <br /> s ^h �tio• Off' „� 'v - <br /> r- Gyh 79.76 62.67 55.00' 65.00' 63.00' 60.00' F3.70' <br /> C7-p _ Ss � \ � � 4�,N O ��q,8�,"W(R� / <br /> p \ 9,370 SF �, I i <br /> c `10 P.U.E. \� C f d- <br /> W 26 o c W C ��� 2 10 P.U.E. 4 , )10 EX. 20 S.S.J.I.D. EASEMENT�-•-_; <br /> 6,473 SF o,o w b _ Lu <br /> m+ .� C4 \ / h .� 0 O Sss. PER D.N. 2013-044137 <br /> z I co 27 ' 0 28 0 29 0 0 30 0 0 31 0 32 o �� ` ��,��/ X53 ; i <br /> 10 P.U.E. ,n 6,206 SF S O 5,500 SF co co co \ \ F(R <br /> 0 00 6,500 SF 'o 0 6 300 SF O o `�- 0 33 + S s� o'er ) I I <br /> W I 100.00 5 r b r o o t o 0 6,000 SF o 0 6,219 SF o + o t� Q' <br /> O o O 0 0 0 ;r� 0 6,458 SF o os'?? h�/ <br /> N89 45 45 o b z z z z z ao o �Cs) 3? �p p_ EX. 5 S.S.J.I.D. EASE <br /> 34 <br /> Q I cr oo o O Z 34 �� �'E` pP.U.E. PER D.N. 2013-055055 <br /> N 100.01 (M)(G) M �' S74'37'S3"E 6,288 SF ^ C44 0' 4j° <br /> O " 9 61.45 55.00 -`v c$ 10 P.U.E� ° v/ <br /> 65.00 63.00 60.00 16.41 (M)(G) �� <br /> N <br /> W <br /> S89'03'51 E Oy S89003'51"E 304.45'(M)(G) ✓° o o � �o0 35Oss �,o - _ - <br /> s o s , / LOT "B" <br /> _p o =`� 6,505 SF � 6 � ° <br /> z I <br /> (5.00'(M)(G)' 31.69'(M)(G) ,h , �. s• o '&&. PARK SITE STORM <br /> Z I S00'14'15"W S86'55'15"E 47 Z2� .oma o° sj• s o ,�,5 <br /> 17 j)C p ,� o s O DRAINAGE BASIN) <br /> W SURVEYED DESIGNATED REMAINDER 23.40 (M)(G) �' ?�)°'S ?'F w �, �•s• 5.22 ACRES <br /> J I S83'13'35"E F SSS�O• '1g, 36 ° ��- s�. , O �> <br /> T '54'E 6,775 SF AO, A�> �'PJ <br /> 0 2,939 SF S7 3'3' G 7.84'(M)(G) 2�+ / o �� �� 110, <br /> S66'40'29"E F S 6�0 s?� . °°��'o ��'o o° %-0 , so8 ° �° � ' °' ' sU ��'i LOT 48 <br /> '` °9��cJ O / 4�v /�° ~�S?'� ' \ 10' P.U.E. co <br /> CURVE TABLE F M Lo <br /> �o��°� r <br /> CURVE RADIUS LENGTH CHORD CH. BEARING DELTA CURVE RADIUS LENGTH CHORD CH. BEARING DELTA \� •OO �° o 000 �FSq�c <br /> y r �� 00 10 P.U.E. .pro �•�'LFSS N <br /> in C 1 20.00 31.50t 28.34 S45 21t 04"W 90'13t 39" C54 470.00t 329.56t 322.85t N68 58 36"W 40'10 30" st0, 1 / FS \ <br /> C14 C2 20.00' 31.17' 28.11' S44'24'48"E 89'18'06" C55 20.00' 31.66' 28.46' S45'35'12"W 90'41'54" 37 off' T'f'io \ N <br /> N w C3 " " C56 6,414 SF o6 rod Lo <br /> Z 320.00 79.05 78.85 N08'00 47 E 14 09 15 500.00 350.59 343.46 N68'58 36V 40'10 30 O O• O <br /> J t t t t " • t " t t t \ <br /> � C22 380.00 103.70 103.38 N08'45 14 E 15 38 10 C57 530.00 15.89 15.89 N88'12'18"W 01043'06* �f'�S��,c� ss0 ,moo <br /> 0 o I0 <br /> 42' 240 42' N21'01'24"E 40'10'30" C58 530.00' 60 00' 59 97' N84!06'1 0"W 6'29'11 <br /> C23 350.00 245. . <br /> C43 530.00 371.63 364. <br /> 06' N68'5836"W 40'10'30" C59 530.00' 63.00' 62.96' N7T27'15"W 06'4837" S�. \ S w <br /> C-4 cwn co I C44 20.00' 32.51' 29.05' N84'32'32"E 93'08'14" C60 530.00' 65.00' 64.96' N70'32'08"W 0701'37" ��'O O ��O�s�' o <br /> `V C45 310.00' 80.43' 80.21' N30'32'26"E 14'51'59" C61 530.00' 60.93' 60.89' N63'43'44"W 06'35'12" ���. 1* <br /> f t t . t . t " t t t t t " r <br /> C46 50.00 19.30 19.18 S3410 04"W 22 07 17 C62 530.00 59.23 59.20 N5T 14 02"W 06'2412 SSS b <br /> 'j' `" 30' 26.00' N30'09'33"E 30'08'19" C63 530.00' 47.58' 47.56' N51'27'38"W 05'08'35" ,` 9- \590 z <br /> I� C47 50.00 26. <br /> t " t t t t " " <br /> o Z C48 50.00 19.87 19.74 S0511 20"W 22'45 57 C64 320.00 3.04 3.04 N14 49 05 E 00'32 38 �P s �� •�2, <br /> 0 �I C49 50.00' 25.57' 25.29' N08'27'24"E 29'18'04" C66 470.00' 49.87' 49.85' N51'55'45"W 06'04'48" J�, N r <br /> cn t t t " t t t <br /> C50 390.00 107.45 107.11 N30'59 59 E 15'47'07* C67 470.00 72.38 72.31 N59 22 51"W 08'49'24" <br /> C51 20.00' 30.64' 27.73' SO4'5954"E 8746'54" C68 470.00' 70.01' 69.94' N68'03'34"W 08'32'03" 9� <br /> C52 20.00' 1 31.42' 28.28' S86'06'39"W 90'00'00" C69 470.00' 72.00' 71.93' N76.42'55"W 08'46'38" NOT A PART L <br /> C53 20.00' 31.42' 28.28' NOT53'21"W 90'00'00" C70 470.00' 65.30' 65.25' N85'05'02"W 0757'37" _�' 1 L', N <br /> N89'45'51"W U I <br /> 50.00' .A L1 oid <br /> I �s � •oo � '� r� � <br /> LOT 'nC" 0 <br /> I � � r--- <br /> - (WELL SITE) tL1 <br /> TRACT NO. 3774 6�3 \ 5,473 SF <br /> OF SAN JOA UIN COUNTY <br /> SUBDIVISIONS Q , WOODWARD AVENUE <br /> OLEANDER ESTATES, UNIT NO. 1 SFN N89'32'06"W VARIABLE-WIDTH RIGHT-OF-WAY /AP 1259.92(M) <br /> ND DESCRIBED AND RECORDED IN TO BE ABANDONED HEET63, TNOTEHIS M#9 J��J <br /> BEING ALL OF THE LA # �.�� � <br /> DOCUMENT NO. 2013-1237639 2013-136935 AND 2013-1374629 o"-;89 ' <br /> 12x9.8 4, �o <br /> SAN JOAQUIN COUNTY RECORDS, LYING IN SECTION 7, W iG� 12x7.9 <br /> TOWNSHIP 2 SOUTH RANGE 7 EAST JK <br /> Z •�'` `� / <br /> MOUNT DIABLO BASE AND MERIDIAN, 15 <br /> MOUNT °�� � <br /> UIN COUNTY CALIFORNIA Q o ��,`*� / SCALE: 1' = 60' <br /> CITY OF M AN TECA, SAN JOAQ / j 16 <br /> JULY, 2013 SCALE: 1 "=60' W r <br /> MCR ENGINEERING, INC. / <br /> I <br /> 1242 DUPONT COURT I Z N SFN QLmj <br /> N <br /> MANTECA, CA 95336 W <br /> ENGINEERING TEL : ( 209 ) 239 - 6229 J ' ° N „ <br /> FAX : ( 209 ) 239 - 8839 0 W 0 <br /> DETAIL A <br /> N.T.S. NOTE: <br /> r_ <br /> 1. SEE SHEET 2 FOR ADDITIONAL NOTES, BASIS OF <br /> ' BEARINGS, LEGEND AND REFERENCES. <br /> • o <br /> z <br /> FD 1" I.P. IN MON. WELL NO <br /> 07/17/2013 14:38 TAG, No REF. 0.13' S81'51'36"E -O <br /> J.•\2011\11-079\dwg\fm\11-079 fW6.dwg SHEET 5 OF 5 SHEETS <br />