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t <br /> BASIS OF BEARINGS LEGEND TRACT NO, 3760 <br /> BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA <br /> COORDINATE SYSTEM-83, (NAD83-1992), ZONE 3. A LINE BETWEEN CITY SUBDIVISION BOUNDARY SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> OF MANTECA MONUMENTS 223 AND 212 BEARS N89'25'00"W, AS RIGHT E WAY LINE <br /> CALCULATED FROM CITY OF MANTECA SECTION CORNER MONUMENTATION LOT LINE UNION RANCH, UNIT NO. 6 <br /> SURVEY, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT PAGE 133, - - - - - EASEMENT LINE BEING A SUBDIVISION OF A PORTION OF SECTION 19, <br /> SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE GROUND - CENTERLINE TOWNSHIP 1 SOUTH,RANGE 7 EAST, <br /> LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99992858 TO OBTAIN SECTION LINE MOUNT DIABLO BASE AND MERIDIAN, <br /> GRID DISTANCES. <br /> - ) - TOTAL CITY LIMIT LINE <br /> (T) CITY OF MANTECA, SAN JOAQUIN COUNTY,CALIFORNIA <br /> 239 (R) RADIAL CARLSON, BARBEE & GIBSON, INC. <br /> M-M MONUMENT TO MONUMENT <br /> ( ) CIVIL ENGINEERS SURVEYORS PLANNERS <br /> �Q (M-PL) MONUMENT TO PROPERTY LINE SAN RAMON,CALIFORNIA <br /> �o , •p , �� / (#) INDICATES REFERENCE NUMBER SCALE: 1 -40 AUGUST 2014 <br /> qoo 10 tiQ gyp, O SET 3/4" X 24" IRON PIPE TAGGED LS 7176 <br /> oti ��,, •pp, / 40 of 20 40, 80, 160 <br /> IN MONUMENT WELL <br /> p FOUND 3/4" IRON PIPE IN MONUMENT WELL <br /> J <br /> r� � / o AS NOTED <br /> OT c,°` / v'�'` GRAPHIC SCALE <br /> SEE SHEET 4 `�� "�� 24O D.N. DOCUMENT NUMBER <br /> �, M&P MAPS AND PLATS <br /> •� // .�`� / • FOUND MONUMENT, AS NOTED <br /> ^`�' � NS6• /� 1`b� // SET 5/8" X 24" REBAR AND CAP, <br /> TAGGED LS 7176 SEE SHEET 6 <br /> tc�l �°`h4 // SET 5/8" X 24" REBAR AND CAP, TAGGED LS 7176 - r� ° <br /> / `� iii / AT ALL REAR LOT CORNERS AND ANGLE POINTS I J J <br /> 0 p� / �o // UNLESS OTHERWISE NOTED. SEE SHEET 4 I C) <br /> 241 PUE PUBLIC UTILITY EASEMENT <br /> •cv / OR OFFICIAL RECORDS N <br /> N851714 E � o I �•�+ d- 1 <br /> PM PARCEL MAP 62.48 , o N <br /> �� 32j /�� / N7g•39'0� E 67.09 1 w m 1 <br /> 26'' / 28.08 04 "' <br /> N W <br /> 33.40 I N <br /> o w <br /> Co <br /> z <br /> =N meq' / "� ,� // �F N6801 $ 0 5 PUE-•1 o I <br /> 242 / � , 5�� o CD 234 <br /> / o �. / 6ti�� 2 0 <br /> 5.47 � / a 8.16 235 °' � o I Q I <br /> � R=12.50' 27.00' I <br /> N7ps . / / 5� s rn J ------------- <br /> 3 42P" / �' o 236 27.00' <br /> �• o / . � �rL. oo 0120 v � <br /> .� �� 9� <br /> co / / O I <br /> / o `' // �`�r° •6�, o o <br /> 243 CIO!) 1 / L �o� 237 ,, - C84 C84 <br /> -r <br /> U-) <br /> 0 , - /co <br /> SEE SHEET 4 <br /> N7826,08') / � ��O - <br /> �' <br /> � 100.3 ' � � l / G� 0,00 424'2 <br /> 0-f <br /> -L17 �� �� �� - SEE SHEET 4 m <br /> W <br /> 244C)� �N-� <br /> 239 �- <br /> Lu <br /> P1 <br /> Z `D -U--) R=12.50' L103 a J I tilr&o ,/ �� �' <br /> Lo r1l. I'll <br /> � <br /> -�2 48'- -- , •Op, ��,p /�� �� i' LOT AREA TABLE LINE TABLE CURVE TABLE CURVE TABLE <br /> » G� ti 7 J / G , °c ' NO. AREA NO. BEARING <br /> N89 26 48 W o o w st9, p� / �`ti / / LENGTH N0. RADIUS DELTA LENGTH N0. RADIUS DELTA LENGTH <br /> 0 0 o v �� �6'' pp' / •`L /' 234 8,639 SF L17 N78'54'23"W(R) 17.50' C7 20.00' 85'02'15" 29.68' C112 558.00' 06'32'58" 63.79' <br /> pC3 C3 <br /> , O <br /> 235 8,029 SF L84 NO3 29 44 W 41.28 C84 531.00 04 39 51 43.23 C113 558.00 07 32 21 73.42 <br /> _44.83 _ - �� /►�� O / 236 8,051 SF L85 N89'26'48"W 44.10 C91 20.00' 85'20'09" 29.79' C114 558.00' 02'24'22" 23.43' <br /> 30.00' N89'26'48"W(R) 127.32'(M-PL) N270003W(R) /' 237 8,037 SF L86 N85604'20"W 47.71' C95 69.50' 14'35'21" 17.70' C115 558.00' 07'32'21" 73.42' <br /> o ' <br /> ISL R-53' 238 6,976 SF L87 N2904'05'W(R) 11.55' C96 53.00' 66'29'41" 61.51' Cl6 558.00 " 63.75' <br /> ' 06'32'45 <br /> z UM BRANCH STREET f �� p ,/ . , • , <br /> c9 -423.08' T _ !� , 239 8,047 SF L88 N29 04 05 W(R) 5.02 C97 64.00 33 59 45 37.97 C117 558.00 07"32'21" 73.42 <br /> 8" / N 240 8,046 SF L89 N29'04'05"W(R) 16.57' C98 60.00' 04'22'28" 4.58' C118 558.00' 07'32'21" 73.42' <br /> L85 C98 - -L86_ Gg1 � N 89 26 48 W � / 241 6,987 SF - <br /> � - _ �� o / L100 N04 06 39 W(R) 27.00 C99 531.00 84 27 39 782.76 (M PL) ClC119 558.00 07 32 21 73.42 <br /> C-; L88 / 242 8,051 SF ' <br /> � / L101 N0513 03 E(R) 27.00 C100 531.00 04 57 45 45.99 C120 558.00 06 02 57 58.92 <br /> CL 30 IRRIGATION EASEMENT i <br /> 243 8,043 SF L103 N84'29'03"W(R) 27.00' C109 558.00' 06'02'55" 58.92' <br /> `D IN FAVOR OF SOUTH SAN 244 8,657 SF C110 558.00' 07'32'21" 73.42' <br /> JOAQUIN IRRIGATION DISTRICT <br /> C111 558.00' 07'32'21" 73.42' <br /> PER D.N. 2011-006822 <br /> 1395-000 SHEET 11 OF 11 <br /> 000 Y1NK <br />