|
A =
<br />18 °48'43"
<br />R=
<br />80.00
<br />L= Z6. Z7
<br />A =
<br />21 °43'59"
<br />R =
<br />85.00
<br />Z-=
<br />32.24
<br />,6 =
<br />35007'03"
<br />R =
<br />84.04
<br />L =
<br />51.5/
<br />A =
<br />Z6 °Z/1 16"
<br />R=
<br />92,04
<br />L=
<br />4Z. 34
<br />A =
<br />83 ° 0476 "
<br />R =
<br />/0.00
<br />L =
<br />14.50
<br />A =
<br />70Z958"
<br />R =
<br />84.04
<br />Lx
<br />/ /.00
<br />A =
<br />1 °39'50"
<br />/?=
<br />352.40
<br />L=
<br />10-Z3 (/Z)
<br />d =
<br />I °23'5Z"
<br />R =
<br />34440
<br />L=
<br />8.40
<br />A =
<br />81`00W"
<br />R -
<br />/0.00
<br />L =
<br />14.14 (14. /J
<br />A =
<br />10 °Z8'/9"
<br />R=
<br />80.00
<br />L=
<br />14,62
<br />A =
<br />6'16'08"
<br />R =
<br />8000
<br />L :
<br />8.75
<br />A=
<br />2-1 051`37"
<br />R=
<br />84.0 -¢
<br />L=
<br />3&46
<br />50 E2"
<br />R =
<br />84.04
<br />L=
<br />10.0+
<br />S. 83° /3' Z I 'X1
<br />20.26
<br />N. 49'45'00 "W.
<br />9.35
<br />S, 4-00 15'00 "W.
<br />4.65
<br />N.49'45'00"W.
<br />17.94
<br />S. 40'15-'00"W.
<br />5.37
<br />Al. 4 9°45' 00 "lY.
<br />9.98
<br />S, .400 15'00 W,
<br />14,49
<br />N. Z.3°Z51Z4 "91 .
<br />51.14
<br />/x/36 045'53 "W
<br />53.69
<br />N 12 °56' +0 "W
<br />(R)
<br />N 18017 , 53
<br />(R�
<br />N 11° 27'41" W (R)
<br />583 °13'21" W
<br />7565
<br />TRUE
<br />°02'52.
<br />/VOTE : THE FDL L 01Y/N6 6 5,5MfN75
<br />,41ff iUOT DEFINED aF lffcol'D :
<br />1JEg9Z -1W,F 7- i`Orf UT /L /TY PU/f f�SES\ , , „
<br />45 /�EFEIPi4�l7 TO ON TiV5 /' /LED /i9,Qf' S.15 58 4Z W
<br />/8 /W 2 0 O6 N NAIL
<br />4 9 -�-2 w /cou�:�
<br />m
<br />81-24
<br />N36 °45' S3 "fit/ 69,5 PARCEL MAP.
<br />S /9° ,52' 24 "� 33.58
<br />PORTION OE LOT 61 IN BLOCK "G11
<br />"MAP OF, TENNEY TERRACE, CROCKETT`�
<br />FILED DECEMBER 17, 1923 (18 M 429 )
<br />CONTRA COSTA COUNTY, CALIFORNIA
<br />ISAKSON & ASSOCIATES, INC.
<br />CIVIL ENGINEERING & LAND SURVEYING
<br />SCALE I " =20� 1981 V
<br />SUBDIVISION MS 60-81
<br />1
<br />71- 'i-Z" W1,VAl L
<br />tn DISTURBED
<br />" X4,5, -�-` �I 1►► R � 6/31
<br />2 36 141 �-S ,, , EME�tlT i
<br />� R_ z
<br />! 2 s -$�, /D ?00 9 00 f2 Z7 L 35.34
<br />8l� -.L30 ,3'2 `-
<br />o �\ � � ��.., �_'- � •�'- -, /35 g2C�7 936 "� `''- -
<br />S.igoSZ 681% 6Z �'°e\ \ °�, o � b713
<br />x
<br />JAI'• >` \ Fr? 7 Cn Ti � `
<br />n). _ h'_ 111 R1
<br />„ I
<br />i3 �I VA,- (}
<br />iI 1f ,� DRAINAGE EASEMEN �-- STRI./G'TUf�'E ��s uR3E0
<br />AREA DE © /G4TED T1? SETBACK 53 3� m
<br />ON ,4 TA CaUiVTY '� r AREA ",RCE 61
<br />C TR COS 3 4 �r J B 1 0.27
<br />FDR ROAD PIJRPOSE,5, & X X,__ 10 0�
<br />CL
<br />) I % � N / ° 00'40 "E X X /03 43 X X ` x`/5.00
<br />4 �ARE DEDICATED TO CONT -RA COSTA NO °46`36'x"
<br />co v Ty FOR SLOPE EASEMENT
<br />PUR SES. h w
<br />rRUCTURE � ti �
<br />S
<br />,\ SETBACK rx
<br />AREA -��. rkj
<br />< x
<br />l /4.36 (T)
<br />llq
<br />4112 °�'`�
<br />= 74.98 (75.7'`;
<br />R =352.4
<br />N to -2'47 -";:"
<br />0
<br />11843-
<br />N 0 W'36 „� - z3Z. 79 (NORTH Z3Z 9)
<br />SGtG.4R f�E� /iU /rt/G COrf'f.'
<br />°I r I �\- C r � J\J
<br />a
<br />op N
<br />59
<br />W coNC. 5- NAIL
<br />j 453 D 242 Z- W /CONC. &NAIL o
<br />5186 0,r�, 15;: I
<br />N. 0046 `36 "E. (N4RT/1) Z39.8
<br />A.P. 354 -215 -006
<br />0
<br />m 1 1. 74
<br />2 "'W /CONC. 7OP
<br />BROAEN GFF
<br />J\A c
<br />LEGEND
<br />--X- 57RZ1C7'Ul?E SET94Ck L IIVE
<br />• P.
<br />FOZJA(D, ..T
<br />O SET / I. f' $ TAO ?CE Z/7,64
<br />1 "T) 707AL
<br />FEF
<br />TC E. 721- WVlf,41 i
<br />I L C-0,
<br />12
<br />�I-E)6 0,R, �13 81
<br />BASIS OF BEARINGS
<br />TAKEN AS S..5/ °31'5Z "E. BETWEEN
<br />STANDARD CONTRA COSTA MONUME -ITS;
<br />ON DUPIJR(U ,DRIVE PER Z4Z ",9
<br />BASED ON C4L IFORNIA COORDIM4TE
<br />SYSTEM Zo1i15- '.
<br />L O TAIK'Di HERS
<br />~ 28
<br />•37
<br />bti
<br />c`
<br />. 5� aJ
<br />SHEET 2 OF 2
<br />RN
<br />Q
<br />0
<br />CCo�
<br />� �
<br />3/1j'W1CO3W L% A14 L
<br />CL
<br />) I % � N / ° 00'40 "E X X /03 43 X X ` x`/5.00
<br />4 �ARE DEDICATED TO CONT -RA COSTA NO °46`36'x"
<br />co v Ty FOR SLOPE EASEMENT
<br />PUR SES. h w
<br />rRUCTURE � ti �
<br />S
<br />,\ SETBACK rx
<br />AREA -��. rkj
<br />< x
<br />l /4.36 (T)
<br />llq
<br />4112 °�'`�
<br />= 74.98 (75.7'`;
<br />R =352.4
<br />N to -2'47 -";:"
<br />0
<br />11843-
<br />N 0 W'36 „� - z3Z. 79 (NORTH Z3Z 9)
<br />SGtG.4R f�E� /iU /rt/G COrf'f.'
<br />°I r I �\- C r � J\J
<br />a
<br />op N
<br />59
<br />W coNC. 5- NAIL
<br />j 453 D 242 Z- W /CONC. &NAIL o
<br />5186 0,r�, 15;: I
<br />N. 0046 `36 "E. (N4RT/1) Z39.8
<br />A.P. 354 -215 -006
<br />0
<br />m 1 1. 74
<br />2 "'W /CONC. 7OP
<br />BROAEN GFF
<br />J\A c
<br />LEGEND
<br />--X- 57RZ1C7'Ul?E SET94Ck L IIVE
<br />• P.
<br />FOZJA(D, ..T
<br />O SET / I. f' $ TAO ?CE Z/7,64
<br />1 "T) 707AL
<br />FEF
<br />TC E. 721- WVlf,41 i
<br />I L C-0,
<br />12
<br />�I-E)6 0,R, �13 81
<br />BASIS OF BEARINGS
<br />TAKEN AS S..5/ °31'5Z "E. BETWEEN
<br />STANDARD CONTRA COSTA MONUME -ITS;
<br />ON DUPIJR(U ,DRIVE PER Z4Z ",9
<br />BASED ON C4L IFORNIA COORDIM4TE
<br />SYSTEM Zo1i15- '.
<br />L O TAIK'Di HERS
<br />~ 28
<br />•37
<br />bti
<br />c`
<br />. 5� aJ
<br />SHEET 2 OF 2
<br />
|