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TRACT NO 3761 SEE SHEET 7 LINE TABLE CURVE TABLE lie OF SAN JOAQUIN COUNTY � J NO. BEARING LENGTH NO. RADIUS DELTA LENGTHI_,-- 10' PUE UNION RANCH UNIT NO. 7 I I L28 N89'26'48"W 52.04' 1 C11 60.00' 09'00'10" 9.43' BEING A SUBDIVISION OF A PORTION OF SECTION 19, 10' PUE �I 1 27-00 I N85'16'29"E 119.65' TOWNSHIP 1 SOUTH RANGE 7 EAST L35 N10'20'16"W 9.04' C12 20.00' 90'10'31" 31.48' I 27.00 _ _ � , L36 N04-43'31"W 14.54' C13 60.00' 10'19'39" 10.81' 2 '10 I - - -o- 3'WC TYP MOUNT DIABLO BASE AND MERIDIAN, II N L48 N89'26'48"W 0.77' C32 1527.00' 02'16'35" 60.67' I CITY OF MANTECA, SAN JOAQUIN COUNTY,CALIFORNIAI L58 N04'43'31"W 8.59' C33 1527.00' 01'06'50" 29.69' S, I CARLSON BARBEE & GIBSONINC. L70 N89'37'19"W(R) 27.00' C34 64.00' 42'42'48" 47.71' r r N85'16'29"E 111.5 I 1 1 • " " z I I 165 CIVIL ENGINEERS SURVEYORS PLANNERS L71 N88 39 54 E(R) 27.00 C35 64.00 42 27 29 47.43 w o I ' SAN RAMON CALIFORNIA C36 64.00' 26.02'50" 29.10' I o z I SCALE: 1"= 40' MAY 2012 C37 60.00 031316 3.37 I rr1 209 z o I 40' , C38 60.00 07"06'23" 7.44 I o c,, -rte " ..p I N8516'29"E 115.34 20 40 80 160' C61 1473.00 02'18 58 59.54 I w wLA 52' II C62 1473.00' 02'47'14" 71.66' �' 7bo I C66 1500.00' 00'10'31" 4.59' z at " C) I I GRAPHIC SCALE N8516 29 E 112.31 a, C67 1500.00' 01'53'18" 49.44' r I N I I BASIS OF BEARINGS 2 0:r� � � I N c I I 166 N BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA o') °' I COORDINATE SYSTEM-83, (NAD83-1992), ZONE 3. A LINE BETWEEN CITY 208 I o �+ I I OF MANTECA MONUMENTS 223 AND 212 BEARS N89'25'00"W, AS I I CALCULATED FROM CITY OF MANTECA SECTION CORNER MONUMENTATION 0o z � I N85'16'29"E 111.02' I SURVEY, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT PAGE 133, I SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE GROUND �-+ n N I I o z LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99992858 TO OBTAIN �W rn �? GRID DISTANCES. 27.00' 27.00 L36co N85'16'29"E 111.90' - -- -O- - - N N s © ww - N I p II v%L58 I p� o 167 2zei LEGEND z 20711 SUBDIVISION BOUNDARY °=c I N L" N I RIGHT OF WAY LINE i N I p �! o o r-I LOT LINE Io o N87'33'04"E(R) 107.79' - - - - - EASEMENT LINE ' I I I - CENTERLINE N88'03'43"E(R) 108.58' CITY LIMIT LINE I N L71I (T) TOTAL co CD (R) RADIAL � �' J I � � - � � 1.68 -")`� I �' `�' (M-M) MONUMENT TO MONUMENT v' 206 " 1 I (M-PL) MONUMENT TO PROPERTY LINE o I .. w ' 0 (#) INDICATES REFERENCE NUMBER L70 _ N89'26'48"W 101.33' O SET 3/4 X 24 IRON PIPE TAGGED LS 7176 c - - IN MONUMENT WELL - 79 73� - - C66 w L35 FOUND 3/4" IRON PIPE IN MONUMENT WELL c'`�' N I AS NOTED N89'26'48"W 165.09'(T) I 0 SET 5/8" X 24" REBAR AND CAP, ELM RIDGE STREET I o o v '� TAGGED LS 7176 N89'26'48"W 250.71'(M-M) I N 47.01' Z `�` 169 - ----F ,- -@ / M&P MAPS AND PLATS I o o I 93'17 p��r SET 5/8" X 24" REBAR AND CAP, TAGGED LS 7176 v AT ALL REAR LOT CORNERS AND ANGLE POINTS N89'26'48"W 69.35' `v C13 9 '� °'' I UNLESS OTHERWISE NOTED. L48 68.58' C38 N79 07 pg"w D_11 G.5`'� / S);�j, ' " " - _ - - - - - _ 44 i 2 y WITNESS CORNER. SET 5/8 X 24 REBAR AND CAP, N07*39'35"E R ` - 58 C36 8�'�,Q 3W TAGGED LS 7176 AT OFFSET NOTED. ALL LOT DIMENSIONS C37 _ - - - N15'09'S9"W(R) J�3� SHOWN ALONG LOT LINES THAT CONTAIN A WITNESS CORNER w Ap, ARE FROM LOT CORNER TO LOT CORNER. C) C) U-) Q, I PUE PUBLIC UTILITY EASEMENT v / / / / / - ABUTTER'S RIGHTS RELINQUISHED w o w N N w M 172 171 N 170 173 Z o o LOT AREA TABLE z C) `P I NO. AREA NO. AREA "° FOUND 3/4" IRON PIPE AND CAP 165 8,930 SF 206 7,993 SF LS 5922 IN MONUMENT 166 8,601 SF 207 8,582 SF 76.00' 1 76.00' WELL (LS 6953)(2)(7) 151.68' 167 8,443 SF 208 8,530 SF N89'26'48"W 496.88'(T) - -L28- • 168 8,204 SF 209 7,393 SF I169 9,409 SF RA r r 1\10, 341231 410 MAP 90 •/ 170 14,965 SF SEE DETAIL A 171 7,869 SF ON SHEET 2 172 8,359 SF 1395-000 SHEET 9 OF 9