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i
<br /> LINE TABLE CURVE TABLE SEE SHEET 4
<br /> � J� 27.00' 3761
<br /> NO. BEARING LENGTH NO. RADIUS DELTA LENGTH 1 - - _�_27 00' TRACT NO•
<br /> L12 N89'26'48"W 16.51' C4 3000.00' 01'49'20" 95.41' M-M - 1 w I SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> -CN- % :� Lu
<br /> L13 N00'33'12"E 54.00uj
<br /> ' C5 3000.00' 00'59'21" 51.79' (M-M) a^ , i o d-N , UNION RANCH UNIT NO. 7
<br /> L14 N89'26'48"W 13.09' C17 20.00' 87'58'01" 30.71' �' I d- � o '�"' � BEING A SUBDIVISION OF A PORTION OF SECTION 19,
<br /> L38 N00'33'12"E 5.19' C18 20.00' 90'05'55" 31.45' o N ao r , N84'26'48"W 105.0 ' z Z + z I �� TOWNSHIP I
<br /> N 6 SOUTH, RANGE 7 EAST,
<br /> L39 NO3'07'49"E 6.78' C20 2738.00' 01'05'02" 51.80' (M-M) o�;1 ,; J J N N L41 -O- - I MOUNT DIABLO BASE AND MERIDIAN,
<br /> 27.00 N84 26 48 N,
<br /> L40 N01*48'40"E 8.14' C43 2765.00' 01'33'49" 75.46' Kii' o o rn 10' PUE --.._I 27.00' "W 107.71 CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> L41 N05033'1 2"E 6.67' C4512765-00' 01'02'56" 50.62' Z o d 186 1 1 L45 ,� � •I � N
<br /> L45 N05'33'12"E 0.42' C46 2027.00' 00'29'03" 17.13' Z
<br /> 1 CARLSON, BARBEE & GIBSON INC.
<br /> L46 NO2'29'48"E 11.86' C4712027.00' 01'34'03" 55.45'
<br /> L40 I - - Lo
<br /> Imo-- 10' PUE W CIVIL ENGINEERS SURVEYORS PLANNERS
<br /> 00 L47 N00'33'12"E 6.00' C4812027.00' 01'22'51" 48.85' I " i I W o I o 00 SAN RAMON, CALIFORNIA
<br /> N85 49 39 W(R) 102 93' � �, ^ I 195 �a, SCALE: 1"= 40' MAY 201
<br /> 2
<br /> L49 N01'4215"E 11.85' C5511973.00' 01'43'08" 59.19' w I ii N
<br /> L50 N00'54'38"E 12.00' C5611973.00' 01'43'54" 59.63' 50 o I " W �� N86'09'S6"W R Co 40' 0' 20' 40' 80' 160'
<br /> d- d: •- --' ( ) 109.74' Z 217
<br /> L52 N00'33'12"E 11.91' C57 1973.00' 01'3258" 53.36' bo n 185 I o �; ✓� o I
<br /> L53 N00'06'43"E 12.00' C58 2711.00' 00'59'04" 46.58' 0 1 u o R o I
<br /> L54 NO2'16'30"W 7.92' C59 2711.00' 01'40'53" 79.56' I z L39 1 C I W o o I GRAPHIC SCALE
<br /> L55 N00'41'10"W 11.89' C75 2765.00' 00'05'55" 4.76' 1 0 0 o v
<br /> I a �o o I BASIS OF BEARINGS
<br /> L74 NO3'07'48"E 11.88' C76 2738.00' 00'56'57" 45.36' rn N87'23'42"W(R) 101.48 0 �/ a I : BEARINGS
<br /> DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA
<br /> L75 N03004'10"W 27.74 w _ I o a o I 6 o f , r
<br /> pO /� J v� o I o N87'53'S0"W R 11 z J J COORDINATE SYSTEM-83, (NAD83-1992), ZONE 3. A LINE BETWEEN CITY
<br /> W I ,\ o W ( ) 0.82 OF MANTECA MONUMENTS 223 AND 212 BEARS N89'25'00"W, AS
<br /> co 184 N �--1 o I a, I CALCULATED FROM CITY OF MANTECA SECTION CORNER MONUMENTATION
<br /> C) I o SURVEY, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT PAGE 133,
<br /> L38 SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE GROUND
<br /> if LOI w00
<br /> LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99992858 TO OBTAIN
<br /> I 197 ,r,!� GRID DISTANCES.
<br /> TRACT NO, J N88'57'45"W(R) 102.58' �, L
<br /> rI27.00' 27.00' o2 '15
<br /> Ii J M&P �- I - - -p- - - L47 , " , z
<br /> 8 2 o I N89 26 48 W 110.99
<br /> o � 183 I - I o
<br /> 4 ,i o J LEGEND
<br /> I I
<br /> z W N I ° W ^ _ I SUBDIVISION BOUNDARY
<br /> w I W M w o I ;W RIGHT OF WAY LINE
<br /> �v N89026'48"W 102.50' w I -M-0 o I rn � "' I 198 �o r LOT LINE
<br /> ,M I oC14 o z o I �''o 1 �� W - - - - - EASEMENT LINE
<br /> CD I C6 z z I N89'26'48"W 111.26' z J W - CENTERLINE
<br /> 30.00' 1 z o p N I r�'
<br /> - . - /f 102 0 !�' 27.00' --- CITY LIMIT LINE
<br /> Com? c -o-27.00 L52 (T) TOTAL
<br /> z w
<br /> C75 (R) RADIAL
<br /> I CD oCA (M-M) MONUMENT TO MONUMENT
<br /> i-- N89'26'48"W 82.50' - G'�� o o � I 199
<br /> L12 65.99' o u I o (M-PL) MONUMENT TO PROPERTY LINE
<br /> 0o I o I rn I 213 (#) INDICATES REFERENCE NUMBER
<br /> " NABBEY MIST,N �66' I N89'34'08"E R 111.93' O SET 3/4- X 24" I
<br /> N89 26 48 W _ 262.04'(M-M) _47.49' I ( ) / IRON PIPE TAGGED LS 7176
<br /> 148.56'(M-PL) -' 113.48'(M-PL 45.74' cn
<br /> IN MONUMENT WELL
<br /> o ) o I I FOUND 3/4" IRON PIPE IN MONUMENT WELL
<br /> W ABBEY MIST STREET � STREET I AS NOTED
<br /> N I
<br /> M L14 67.74 I I o 0 SET 5/8" X 24" REBAR AND CAP,
<br /> - - -80.83'- - -�-.� c>> �-, I (, TAGGED LS 7176
<br /> z N N89'26'48"W ( 200 co r r
<br /> ,� 27.00 I o M&P MAPS AND PLATS
<br /> c w R=12.5 - -
<br /> !i :D " I SET 5/8" X 24" REBAR AND CAP, TAGGED LS 7176
<br /> C ° N88-31'1 3E(R ) I I AT ALL REAR LOT CORNERS AND ANGLE POINTS
<br /> ^, �� I c UNLESS OTHERWISE NOTED.
<br /> 30.00' 0 181 ( � �� I rJ N87'53'15"E(R) 112.16 -P-
<br /> C> I "' J a I WITNESS CORNER: SET 5/8" X 24" REBAR AND CAP,
<br /> 14.13' I v o C)
<br /> 14.1331W TAGGED LS 7176 AT OFFSET NOTED. ALL LOT DIMENSIONS
<br /> I o C' I SHOWN ALONG LOT LINES THAT CONTAIN A WITNESS CORNER
<br /> o N87'28'17"E(R) 102.39' o o c> c> I go
<br /> °o ARE FROM LOT CORNER TO LOT CORNER.
<br /> 1
<br /> o I odor I � �! I wC)
<br /> PUE PUBLIC UTILITY EASEMENT
<br /> C) r � I o ►w o 201 / / / / / , ABUTTER'S RIGHTS RELINQUISHED
<br /> -1L
<br /> 180 I w N � I cn
<br /> N � - I
<br /> ' r
<br /> I z I r c" u I N86'12'22"E(R) 111.64 LOT AREA TABLE
<br /> I
<br /> C> � I � I o 2 J NO. AREA NO. AREA
<br /> J
<br /> J w I `A � I 180 7,869 SF 195 6,309 SF
<br /> w I 181 7,291 SF 196 6,397 SF
<br /> f f rn N85-54'28"E(R) 102.37 I I
<br /> 182 6,197 SF 197 6,421 SF
<br /> c" I Imo_ 10' PUE 183 5,768 SF 198 6,330 SF
<br /> I I I J 7f-�
<br /> 184 5,799 SF 199 6,422 SF
<br /> 10' PUE --�I I 185 5,799 SF 200 8,735 SF
<br /> Ile r - Jc I 186 5,901 SF 201 8,723 SF
<br /> SEE SHEET 8
<br /> 1395-000
<br /> SHEET 6 OF 9
<br /> CA•
<br />
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