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<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
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<br /> _ _ SEPHOS 59 ��� 6,987 SF �, . 3�8 J Q ' MAEHL DRIVEI
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<br /> 13.95 I co o per' S8W03 51 E 389.14 PER D.N. 2013-140209
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<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�/
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<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) ��
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<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 � °
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<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
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