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C U R V E T A B L E
<br /> CURVE RADIUS LENGTH TANGENT CHORD CH. BEARING I DELTA
<br /> C1 958 . 00 ' 11 . 915 . 96 ' 11 . 91 ' N 02' 13 ' 10' W 00'42 '45'
<br /> 42' 42' l I C2 55 . 00 ' 93. 66 ' 62 . 79 ' 82 . 75 ' N 45'35 '54 ' W 97'34 ' 13'
<br /> I 25' C3 60 . 00 ' 4 , 59 ' 2 . 30 ' -4 . 59 ' N 87.4830' E 04.23 ' 00'
<br /> I I C4 60 , 00 ' 4 , 50 ' 2. 25 ' 4 . 50 ' N 87.51 ' 00' W 04. 18 ' 01 ' I 30' 30'
<br /> I I Nn I W C5 55 . 00 ' 96 , 38 ' 66 , 01 ' 84 , 51 ' N 44 . 06 ' 04' E 100'23 '53'
<br /> C6 55 . 00 ' 36 , 00 '
<br /> 18 . 67 ' 35 . 36 ' N 15.33 '
<br /> C7 550044' W 37.29 '54'CAPSTONE WAY z 36 , 4918 . 9435 . 62 ' N 53' 18 '56' W 38' 00 '30' LJv< C8 55 , 00 21 . 18 10. 72 ' 21 . 05 ' N 83.21 ' 05' W 22' 03 '50'55 . 00 ' 18 , 219, 19 ' 18 , 13 ' z QC1
<br /> I
<br /> -
<br /> 1
<br /> W C11 55 1 00 20. 4938 . 41 ' N 54'53 '40' E 40'52 ' 08'
<br /> 20 . 32 '
<br /> I I Lo I� 38 . 93 ' 38 . 12 N 14 . 10 '52' E 40.33 '28' 1
<br /> a I
<br /> z ' .�- _ N Q U A R R_ Y - - S T O N_ E W A Y N 25
<br /> _ EAST
<br /> ;> W N 618.22'(A) - - - • - - - - - -
<br /> / N
<br /> > I Z I r / 25' I I I - - - - 1 ~
<br /> W
<br /> I
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<br /> I N L� - - - - a I I ;... I . . I I ..
<br /> I 25'
<br /> Lli LL)
<br /> I � I wry r - - - - - - - - U
<br /> F LT LT LF 0
<br /> IL
<br /> V) N88'5019"E . - I _ 1 I I I C'4
<br /> in �-
<br /> N01'09'41"W 49.22'(M,A) ^ I I I :'! I I !:� 3 n v
<br /> 0 n 125 99'(M A) r - o In
<br /> z Q I I i i I '' ' I i � N88'21'04"E U <
<br /> -� -
<br /> X TA)EX. 3'RYE (M A� / I W I I I I I i :{.! i W n Z n 66.77' M A N I
<br /> O 1N50'10'48"E u _ 1 0 w
<br /> 1 127.02 M,A) 1 !� IZ 7.74'(M A)
<br /> O I J 1 c 89 , s In
<br /> N R A V � E N S T O N E � �
<br /> N01'09'41"W�\o a� ��• R=60.00 EAST _ _ _619.60'(M)(A) N _ N �mU
<br /> > I N88'50'19"E 25.14'(M,A)' P C3 - - ii ii
<br /> N85'37'00"E L=4.59' n C4 R=60.0 'V5� SS1 03 N 1
<br /> 1 50.93 M A �� 5 \`�6 9366' 61.02' M,A) �' S• z
<br /> 5a 56 C)�49 ( EAST 428.96 M A �`! L=4.50' S85'41 5g E 00 +j `rSS2, o
<br /> �- Cl 5 6 62.33' KA 95• Ln e 0 3<
<br /> R=958' L _3 ,JS54*01'09"E 1 _ _39.21T 21_81 33_67' - 60_00' _ _ 60.00'- _ _ _60.00' _ - 60_00' _ _60.00' 60.00' 35_29' 20. R= ��9� \ �• A� -
<br /> N17'40'49"E R co 0 0 - - - - - - - - - - - - - - - - _ _ 26 4 O ? Q
<br /> ml 28.83' 3 • ( ) C8 0 0 10' P.U.E.O o o - 2_07 %1 \ �+ (p
<br /> �
<br /> L=11.91'1M a o = . L=21.18' ,� vi ui o 0 0 00 - -1 \O• F J v!
<br /> �I�--10' P.U.E. a ^ 91 �I p ,� I n L 18.21'�I 0 514'40'16"E(R)�LF �J\
<br /> W N o 90 0 ZIP IM 92 ;a 93 F I 94 I� 95 �� 96 pm ��, 97 IIt 98 to I� 99 �a I� 100 o co
<br /> _. 0 I
<br /> o 0 80' P.U.E. I'-3.5'SYE 0 If � It `� la la ovi la o 1 013.5 1 06.5' 1 O2 21.24 \\ Z
<br /> z 7 4 z 0 3.s'SYE Z I--3.5'SYE z L3.5'SYE 0 IF3.5'SOYE Z 1--3.65SYE (ifo I--3.5'SYOE Z I--3.5'SYE Z`0 ►--3.5'SYE Z I
<br /> 0 00' Z . 60. 10' P1U.E. /
<br /> ' EX. 9.27' S.S.J.I.D. EASEMENT EAST (BASIS OF BEARINGS) 864.0 00' 864.896
<br /> 0,8) �� 30' 30'
<br /> LN. 92022782 EX. 30' S.S.J.I.D. EASEMENT 1
<br /> I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ I.N_92022782 _ _ 27 - 3.5 SYE FD. L.S. 4823 ( ) )
<br /> - - - - - - ( - � - -
<br /> I
<br /> FD. .3/4" IRON PIPE - 3/4" IRON PIPE (A /
<br /> I
<br /> L.S. 4823 A,B a I I
<br /> 42' 42'
<br /> I I
<br /> I I
<br /> I I '
<br /> I
<br /> LEGEND
<br /> TRACT NO. 2559
<br /> OF SAN JOAQUIN COUNTY
<br /> MONUMENT FOUND, A 3/4" IRON PIPE TAGGED CSUBDIMSIONS
<br /> 0BBLESTONE
<br /> L.S. 6478, UNLESS OTHERWISE NOTED GENERAL NOTES
<br /> MONUMENT FOUND IN MONUMENT WELL, A 3/4" IRON 11 ALL BEARINGS AND DISTANCES SHOWN ARE MEASURED UNIT N0. 2
<br /> PIPE TAGGED L.S. 6478, UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED.
<br /> P. M. PARCEL MAP, BOOK AND PAGE BEING A SUBDIVISION OF LOT 89 AND
<br /> 2. ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET DESIGNATED REMAINDER AS SHOWN ON
<br /> M• k P, MAPS AND PI ATS, ROOK AND PAGE AND DECIMALS THEREOF.
<br /> P.U.E. PUBLIC UTILITY EASEMENT 3. ALL RECORD INFORMATION IS FROM SAN JOAQUIN COUNTY MAP OF COBBLESTONE UNIT 1, FILED IN
<br /> SYE SIDE YARD EASEMENT - 3.5't TYPICAL RECORDS, UNLESS OTHERWISE NOTED. BOOK 31 OF MAPS AND PLATS AT PAGE
<br /> RYE REAR YARD EASEMENT - 3'f TYPICAL 4. ALL LOT CORNERS ARE MONUMENTED WITH A 3 4" X 30" 4G, SAN JOAQUIN COUNTY RECORDS, AND
<br /> C4 EXISTING IRON PIPE TAGGED L.S. 6478. / SCALE: 1"=50' LYING IN THE NORTHEAST QUARTER OF
<br /> R REFER TO CURVE TABLE 5. ALL FRONT LOT CORNERS ARE WITNESSED WITH A "+" SECTION 29, T. 1 S., R. 7 E, , M.D.M.
<br /> (R) RADIAL BEARING CUT IN SIDEWALK ON A 4' EXTENSION OF SIDE LOT LINE.
<br /> (M) MEASURED ON THIS SURVEY CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> (A) MAPS AND PLATS, BOOK 31. PAGE 46 6. LOTS 89 AND 91-101 WILL BE SUBJECT TO FUTURE PRIVATE BASIS OF BEARINGS SCALE: 1" = 50' NOVEMBER, 1993
<br /> SIDE AND REAR YARD EASEMENTS, AS SHOWN HEREON, FOR PROJECT NO. 42005104
<br /> B PARCEL MAP, BOOK 18, PAGE 117 THE BENEFIT OF THE ADJACENT PROPERTY OWNERS WHEN THE BEARING OF EAST FOR THE SOUTH LINE OF COBBLESTONE
<br /> _/11111 RESTRICTED PUBLIC ACCESS SUCH CONVEYANCES ARE MADE BY DEED. UNIT 1 AS SHOWN IN BOOK 31 OF MAPS AND PLATS AT
<br /> I.N. INSTRUMENT NUMBER PAGE 46, SAN JOAQUIN COUNTY RECORDS. CELLA BARR ASSOCIATES
<br /> S.S.J.I.D. SOUTH SAN JOAQUIN IRRIGATION DISTRICT 7• SUBDIVISION CONTAINS, 15 LOTS, 1.49 GROSS ACRES.
<br /> 903 W. CENTER ST., SUITE 2
<br /> MANTECA, CALIFORNIA 95337
<br /> (209) 239-8007
<br /> ffa 0 FAX (209) 239-7202 SHEET 3 OF 3
<br /> 3M5 - or
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